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Permit 1387 Linkside Dr (vault folder) w ADDRESS 130' BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING 2' SLAB 9' 3 — 7 z FRAMING COVER—UP //_7 —/ INSULATION Z1 FINAL BUILDING CERTIFICATE OF OCCUPANCY a ELECTRICAL PERMIT # �� INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # �b - g NOTES: Department of Community Affairs SN: 5 ` „ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 69 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1387 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 169.90sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10 .00 14.Heating System: 14. Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 �r� this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: �'- )0--civ 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: A6_to BUILDING OFFICIAL: DATE: DATE: 1327 4,tr-r�� o6h) f Department of Community Affairs SN: 54 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 14 FORM 60OA-93 Residential Whole Building Performance Method A NOR*PH PROJECT NAME: 69 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1387 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_I OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 1. New construction or addition 1. New Construction CK 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. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2. Wood frame (Insulation R-value) lOb-2 R=11.00, 169.90sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: &7-/y -5 4 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: -/tl -I;y DATE: ti Department of Community Affairs SN: 5411* FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION g FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 69 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1387 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647.00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 169.90sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 de _ this building will be inspected for PREPARED BY:� G1 � compliance in accordance with Section DATE: Ilk-/U- qq 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT:Q/� .�C.�7 BUILDING OFFICIAL: DATE: � / y-9y DATE: F Iit ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .9 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.93 I ------------X-------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 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 Address: Signature: � � � ��j Date: City/ZipCcJLJI.� , /� 312./6 Florida En rgy Code for tuilding Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 4 SUMMER CALCULATIONS _-= BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- N 98.00 65.8 6448.4 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18. 0 38. 3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 4.0 38.3 .94 144.0 DBL CLR N 4 .0 38.3 .94 144.0 E 10.00 65.8 658.0 DBL CLR E 10.0 79 .7 .95 757 . 1 S 24 .00 65.8 1579.2 DBL CLR S 24.0 66.2 .91 1445.8 W 54 .00 65.8 3553.2 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 12.0 79.7 .95 908.6 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 ------------------------------------------------------------------------------- .15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 1,647.00 186.00 1.328 12,238.80 16,255.89 ( 9,819.76 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 .9 1105.7 Ext Wood Frame 11.0 1228.6 1.70 2088.6 Adj 169.9 .7 118.9 Adj Wood Frame 11 .0 169.9 .70 118.9 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 1753.0 .6 1051.8 Under Attic 30.0 1753.0 .60 1051.8 FLOORS--------------- Slb 183.0 -37 .0 -6771.0 Slab-on-Grade .0 183.0 -41.20 -7539.6 INFILTRATION--------- 1647.0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS 25, 110.58 18,846.73 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25, 110.58 .37 9,290.92 ( 18,846.73 1.00 1. 100 .340 .860 6,061.86 .F WINTER CALCULATIONS r ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------------------------------------------------------------- N 98.00 -10. 6 -1038.8 DBL CLR N 18.0 7 . 3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 . 3 1 .09 143.2 DBL CLR N 18.0 7 . 3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 4 .0 7 . 3 1.09 31.8 DBL CLR N 4 .0 7 .3 1 .09 31.8 E 10.00 -10 .6 -106.0 DBL CLR E 10.0 -9.2 .85 -78.2 S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654.3 W 54 .00 -10.6 -572 .4 DBL CLR W 12.0 -9.2 .85 -93.8 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 15.0 -9.2 .85 -117.3 DBL CLR W 15.0 -9.2 .85 -117.3 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- .15 1,647 .00 186.00 1.328 -1,971.60 -2,618.73 -375.03 -------------------------- NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228. 6 2 .2 2702.9 Ext Wood Frame 11.0 1228.6 3.70 4545.8 Adj 169.9 3.6 611.6 Adj Wood Frame 11.0 169.9 3.60 611.6 DOORS---------------- Ext 21.0 12.3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1753.0 1.2 2103.6 Under Attic 30.0 1753.0 1.20 2103.6 FLOORS--------------- Slb 183.0 8.9 1628.7 Slab-on-Grade .0 183.0 18.80 3440.4 INFILTRATION--------- 1647.0 7 .4 12187.8 Practice #2 1647.0 7.40 12187.8 TOTAL WINTER POINTS I 17,090.43 22,906.83 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 17,090.43 .55 9,399.74 1 22,906.83 1.00 1. 100 .500 1.000 12,598.76 WATER HEATING r BASE ___ __= AS-BUILT ----------------------------------- - NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .93 1.000 3599.3 1.00 10,798.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS -------------------------------------- ---------------------------------------- 9290.9 9399.7 11409.0 30,099.65 6061.9 12598.8 10798.0 29,458.62 ***************** * EPI = 97 .87 ***************** bk G —/ IE 39 •13 k 2" fJ•�5 2�x-t"BEJIR�ace i . o T— 39-C atter✓ �. e'0 B' T—5 s ' tl•is �, - T 11 7-- 3 I iE i �G I. Do not cut or alter trusses 1 L 1 is V L + N JON wftut written permission r from True Truss. 41= C t1M0►15 j HANGERS Z Trusses will be built in lE Qt- c�� Ff�qe ! 2 X 6—8rnta,thea.,« *Ila this 2 X 18 ADfKoeea Br. .............. Y ! 4 X 18 Deter .................... CUSTOMER T"�xi o rw5 x JOB NAME 370bl— - 0 v •1 O� """�oloaro►1 b p k .� o -12 11 RUE TRUSS 641.0766 INPoRTAUT'IbTE RECEPTION EPTION OT tATOOT!TRUSSES, ALL FRAnERS FIJLI 0- - --` '� �, ARE AwnmTO CALL TRUE TRUSS f oR a...��,..e. TURTMER IASTRUCTIOM!OEiORE KTtlN Of tRMS. i for 4 t • 11:25:42 TRUS JOIST MacMILLAN (1WSt}11-S1001) IM B. ROSI (S010D) Project Zak: CUTU IOXBS - PLI1 13708 11 B Page title: GIRAGB DOOR HEADER ------ TJSisimg=" v3.40 ---- Bnildiig Code BIR ---------- type of Sale Distribstion ----- 1193040417 ---------- application: Deflection Criteria (lift) Member Use............... BBADBII Roof (204-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Spas 1 L/240 L/180 Roof Slope(f%/ft)......... 6.000 LI" WNW)............. 30.0 floor Decking............... 1/1 Dead Load(psf)............. 17.0 Repetitive Member Use....... 1/1 Partition Load(psf)......... 1.0 hlnforced Overhangs........ 1/1 SPBCUL LOADS: Live Load Stress Dead Load Vidtb Starting Point to Bad Idd/Repl I 61I1(plf) 360 X331 230 ll'- 0.00, 51- 6.00' fros Lt Repl 2 IRI11(pif) 0/ 130 1331 0/ 80 5'- 6.00' 1'- 0.006 fros Lt Repl 3 CO1C(lb) 1801 1331 1140 $'- 6.00' fros Lt Add 16" TJI(10/96 JOIST 161- 6.00' . ---------------------------------------------- S I I I I B I L T S I S ---------------------------------------------- IVORTIXT! The analysis presented below is output fro% software developed by Trus Joist YacMillan(TJX). Allowable product values shown are is accordance with current Til %aterials and code accepted design values. The specific product application, input design loads and stated dimeusions have been provided by others, have aot been checked for coaforsance with the design drawings of the building, and have not been reviewed by TJX Engineering. Design assumes adequate continuous support of the joist compression flange. Veb stiffeners are required at bearing 1, 2; and special load 3 Mangos Desig% illowable Control Shear(1b) 5435 5435 < 5985 1104 RIGHT end Span I under 1331 stress TOTAL Load Mosest(ft-lb) 25033 25033 < 16215 1051 MID Span I ander 1331 stress TOTAL Load Live Defl.(in) 0.614 < 0.825 L/323 MID Span 1 ander Live Load criteria Total Defl.(in) 1.004 < 1.100 L/197 MID Span 1 under total Load criteria Spay I Mat. Reaction Total(lb) 4573 $435 Live(lb) 1798 3319 Issued Big. Length(lm) 3.00 3.00 Bat. Unbraced Leogth(in) 46 Copyright 1993 by Ins Joist 1acMillas, a limited partnership, Boise, Idaho. TJI(" is a registered trademark of Ins Joist MacMillan. NSising*" is a trademark of Ins Joist BacMillas. M r . SPECIFIC�T1oNs TRISSS FOR the roject named above. These specificationseose sat is are The numbers listed below are a list of truss speciticetlons for P whose e a of under the responsible charge and Rees of the Florida Dep attached herewith end have been prepared en thin Index sheet in accordance with Florida Statute Chapter affixedRegulation Chapter 21H-23. Professional Reg 1 1 1 of 11 2of2 moi•-•--•� • � ST T�E `E►RF -E�4 i 1 6 1 A MlIA K r INS VICV1406 NTItN11I A ONMO•1—166 2MMA 0 041A AM seNst•ICAI.T IN r VMS K6IMN 18 AAA{GOttt if M MIS*100/1 MOVES OF SSM .>y' towcaln 16A191ML MMCiM NOW& 1.r4.W,1 'FAIN*AK/SMf s s1AC1M*NAVA "TALM Stip 0 •r•h010�lLNN!MK f1w"01104"M/s ofto IM IM lo/cum*60" K1016111M 4.00104 00�MPA"t 40M 1f 41""0,6/f` SA IASI'ph1 v SOS /M SHWAS Mc 404L111ST"014"am 6MC1804 OF lot in niCCO OdOX peftwelll" AM"me SAM IN be LAMI 01110 IF M IIS- wwILV ASOK A wall"40010 MIIR, MtN. 60"180MIS W4430 htSMhIK VMC[!Al 1'-0'419. RMMINI 1►1 01ASIM AIN MMCS{OM MUM11G11O4. LL Ots1M fTA10AA10^41630014 IM1itA1l 0 w-sa s OFPWA. Awe Me Wt no Tal!N4 bet MAA . It) 1016 016101 OM►00410 1bSfAN IV%KM100 MCI? MOnIAOtt AtS011A)t•N 10k fOrA ftts WUN It) TA mien 0"MMAL a"ItfNdT SOACts film"$1 1904 100 WTAL RAN 9116"ttf 11006"A**AND USM it SAWS to M►toM MIM RAM ILT10 . • Inks mm IMS no Ouse" 1 M 4.61.114 fhhOW t/r 94111.194111.1 Sws"40"WIM"S SEMEM!VAMO AS 101-4* •UAITT STA141►At too 10141M.M 1MI . 4RA 040 RAtss SIX$06 WAM M AMML/6440'3(0 OLT. M OMs MIAMIMS. I IMM AAVIOM NO ON OW"C*000 •.t MAM.l. SN SMh 09POP 01 14 Ift"NAT K*A 40 004tMtO tM ANT IMM. 4000 RA/f4 MUS AN WIN 0 1406.Alia Of•90. WIN thus OeMIM. IM ® 1101CAM"10 LOCATION. . M two. fT AMNu 1• -Odd Mob Length maximum deflection occurred at bottom joint 05. -CONFIGURATION 9 LOAOTNO SPECIFIED 8Y FABAICATOA. Ite turned 90 dog. Noxiom Live Load Deflection of .19`, Index-.338. (L/1072) -PLATE TOOTH VALUE AEOUCEO.SY 159. l0ical Panel Naxistxs Total Load Deflection of .2610. Index-,307. (L/781) -tMM STRON08ACKS PER PCT-80 SECTION 600 REO. Total quantity of trusses - i 110 l O1 111 tT1 III In t+1 O 10 If1 In +i in to kn s 14' 00 In /n Tn o1 Tn e1 m 40 19+11 n1 v (h A-1016 M Patois (3.5) (3.3) 5 m. Ay to L HIS TRUSS ANALYZED WITH PPSA3 ORCES (left-to Right) OP -1273 -2930 -3650 -4033 -3489 -2209 0 ESS -1009 I= -1322 620 -780 371 -333 -96 137 -539 396 -1041 1087 -3629 -104 OT 0 2309 MO 4110 3926 3023 3339 A 01.111.0 of KAM TVIME. -2000 0 O.C. 2ar•AC11-0-0 m LOAOSNa Pei) Te LL*M"2-4x2 02 00 SP tll.a0N1rt10M !6'!!-3/4. 40 GARAGE HE N w-rr Tt tnt Y LOLL Bio locos 4x2 •3 SPaCLIl•Kn 1-4x2 02 Os SP chvo. �tRUE TA1A1i Me. Propras �n ' *.XCT: WASTER OATtb6 OCT. 1992 M ,.r•� SMNM SPOON$%am • COMMISV � PNS OWL IS t1NAU/wK/MM PIA fX�Y N S Olsten is MAtCA�&A to ONN"a►0401"UOS a IN .0- MICAM wca., VAClra w"[, u *1-.$:. r.$ C was""MII//A al MGI not we Aw. MINIMAL Loops AND COWIOL AIIOI. .14 11aTALLA110/MO 40KC110"or 1.4 IMAO. rtwumml. Are is M NOMIP 4LIMA01.1$in="LLLQ AY VAWS NIIO N w bee IFLMS on PM momeomm 1O Mw 10 14 TM OWNS MALI K LA1041"V ISAM 911100 Ov%A* 19100AAM AAACINS 6 AS K 0" IN MW A m" A1111 FM Klles 0%OAKS es be 4,6111111 MIT"OF 11{IIIA sIKCQT UWI A MTte1 owe SPLICE. MINI.) IKATWM M NIACINS KWAS VAaA At i'-a'S.C.' 0~ tIt awlnt Aw tKCttO+PAILICArl". ttonAL allies$10011Ie/AMILUMN R 11*NATIONAL N Flap APIt10VAt OAIKM IOC VIA FW M MIL Oft 6".1. IM INN state"Cwowe 1S ameoll 101 KNLN NtCIFICA. IaNst PKINAYl AMIAfpM. IML 00 FILL 06-09 /11 /M 001101 MAPS PULL K LAILAAUV MUM I1114M eY 1100 FCO 191AL PLAII C0184910 0000 TRANS MO r 71111 015144 Is son on am lNI=M QATss NILY. Is outs mm NAS aft=="a PNI M LOANS$OIOM t/M INW4 q►OALL M SA INS 1040104 PACKS At IS'♦• 0"111 5106aOV Fos TPIAIts. O C/NKCtM AATIS Ulla AN SAKS N AOU►0 GAY. M TNI!010116. NOTALATION APO WK ONKL CCWM O.0 a1A1.1. to NI NuetA or Tit 1Nu"MAY K cut SO Nootfltt Its Aw IUY. 4 Cosectsm IVIS. SM1Ta S am m so Ors.039 SV 0 ata. Situ MIs VISION 111 ® IN/IOATM 0101118 LOCA1104. . AXIS -Odd Msb Lsnpth Maxfwllm dsflsction occurred 5.72' from the left and of bottom panel 04. -CONFIGURATION C LOADING SPECIFIED BY FASAICATOA. -Plats turned 90 dog. Maximum Live Load Deflection of .234% Index-.414. (L/871) -PLATE TOOTH VALUE REDUCED BY 151. P-TyPIC41 Panel Maximum Total Load Deflection of .3226. Index-.379. (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 AEO. Total quantity of truss** - 1 PLF 01 Y1 IXc 1[t X 1411 to 118[1 IPI I18n -, t0 I)c al 10 N Itt ri NT TU in N in CU + IN CU 1D 14• Ol A t0 10 X O) to 1x0 In In to 1n Ixp In R-1568 13.5) In R+1568 (3.51 P 1 PLF HIS TRUSS ANALYZED WITH PPSA3 DACES (Left to Right) OP -2280.--2280 -3182 -5162 -6517 -6617 -6617 -6617 -5162 -5182 -2280 -2260 ESS -1533 2633 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 645 -1088 -219 1529 -1975 • -249 2653 -1533 OT 0 3916 6083 6798 6083 3916 0 CLAN't A Division Of RAT@ TYPE: O-C- SPACING LOADING S�sF) iC lulpEwB-4x2 /Z Os SP DESCRIPTION ALPINE Ewe E"to PRODUCTS Lit V-2000 2-0-0 40 16'11-9/4' GARAGE HEADER A � IRA S. Saul tTYTnReT Pwr. 5.0 LL TCIO SC L~02-4x2 #2 Os SP two. Fae GRAM 6410-30"l- Tx � FURLL Tie 0 WEN TRUE TRUSS INC. 0 Pro9raw e� 4x2 03 SP we"Kn Tram PLATE INSTITM 1022 s 1 33X TOT EXCEPT At NAY eE NOTED PROJECT: MASTER - A % OCT 1992 s"VA ti TRUSS SPECIFICATIONS FOR Centex 3708 A The n mbers listed below ars a list of true specifications for the project named above. These specikAdOos WO altachod herewitb and have been prepared under the responsible Fhatge of the Professional Engineer whose satil is affixed on this index sheet in accordance with Florida Sdtute Chapter 471 and Roles of the Florida Deputamat of Professional Regulation CUpter 21H--23. 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H r aRNfO^&"Asa Salts\Atait AL AatNta too & "r am"W%-sms 011.No fecamd"m @6 OMAN% Ww Malta Y.Aff ctwt rtmme INCKNI Is'a a ML 4*00CMP•IO+CUM»SIL AC 4ttt N.000WK-AS a/M f!*4'149+AN Owe►AAA bf tAMlI OW#4p.W us w• 6"44$4•AW09 a^TUM o.QF4 oft". +*Etta AOa4t:iRFIVI if tta0+a a on stAcb&tai tMattm/J►ttAtt l{Ai. NAI"mum 6#WCAON rake!M%C antbrt t. 1•446 A~wft A*A/06 ,ac L14 000 Its MVL 16SL W MA CUNOWSS"1A{A6 4011th AS.l.Ma 10 01 COM 1*oAt.Ma twlt"S44"C0*066 14 bNliM Wt TRftl..saaevlta- fONtst Ot"Aili smacl*am" 1DL SOCA fAf 416-17{ MACIPIL t•a0ban AN- atM 1 ft" •a lEANAOG toy' It06 FZ0 849A At AM m4ccb"tat"10345 ANi t A RMs ies1411 Is man•tAdrA aaastva warts.1a. • b"Is/t .t/S flit.ccbmab ro."a to.&@"1AIt atw►40,+4^4 a i�NC VM 04041MYaCM AI 16' •t itMt 1t.S/rrp*nm VCA,t1SAfai. s p+apw wills UNS am 4010 so aa1N swims K.. .11 RNs•498&9 qc No SNOW moats •U.. utfss no"sr.@•0/3T Mr IO MAWS CF CW TRAIL AA.AA O OtCW"Al 11 AM MI. It w L + COS&C Aa$In%At aftab 00 0010 0000"it OM Iain RMS a1s"" tt ® tWH=AP 1 KAu1IL LaC.11:A .'! 1*"LaL 1.Mo.M;,at 94Pw as 1004N"IAM Aar.lM,PC 0.%cola. usso It"% am Iti iTrwasm Q be ! Iwtf KSIlft 1S Oft ICAMA b senates?tw OVIM r - tlatl NO 41 ^AWNS Sal 44-11/A.tEtn*O00I14Ni .n Alif JQUiX VicirIEDbe FMCIMP AW111004%.at A l 0,4 40P 010440K.1116 W4ZGXS IS 1f SM6t04L a f r CF f AEPI CA10". 41LSE eANN Com'G 1tFCPMIIO. rALY W II•e-4 In 6101 Vm KA SfKtlFna 46. LIM I11Mtlar of La RAI* Fop FASwbtm 48&79 A4I COO""I SCALs. LIN Li q1 iCA SCAN CA MSIE/tat 00%. *HOLM Of Mt CPIW AIME f ALM 60 tot CINWO 1061 K OP4"W Of 1M IN CMI. LAIC^*MtACUS AI wo.C. WL SiACl16. no 4-7-6 a-a-o 4-a-ta 4�t-z 11.11.0 S-f-a 0,-1-lt wAh 1-5-94 am"lt/N so-s-3 )+FLF 'q 6 a67f SAS Stu aAs4 Aau Sit. ` S I2si `\ 417• a \� 6 124. 1711, 17]4 A6t 0611 trot 19 51671 �1 7 • fts .v 26 Rf r. 340 12 OD N M1tlDIMt: TYPE! Enetased Msldzntlsl is CODE: Starldird Btittding Cods (0=11M) OD n-o-o WIND SSE®s 110 mph RM ROOf t ISO IWJSS LOCATIOli: (SO rine+ NET MIND SRESOM RASES ON DEAR LOADS SWA( BELOW W UPLIFT CDUEcnam REOUsm-z 1039 / AT EAC^ Sm-mT. SEE VOTES 10 AND 11 ADM. F to trwsses: f Usal^w datleCtion ocCurs-e41 at Ooltoo joint 03. w•l.u. Ltt1 L040 Osflectisn of .271' t4/161, inoea•.22. IL/1630 "On MW total LoaO Oeflectlon of .424' (7/16), lndeA-.229 IL/10471 93 91Ati NA. BIEN/ -1-4Z.-ca L.JiAD Cnt,� t ' CLM+! 0tvism OtAte TYPE. O.C. sPACIAB LOAOIA6 ~I 1C Lt)?Wl% a. Mom37 O SPEC /-f) ONG. f ftolaE EIalwavo Pllasucts fug v-,2000 2-0-0 LL IC 2114 02 N SP rib. FOR Tom /AUSS Inc - sot 1541(0 (Y THAT S. 6511 PKft. 30 Ci1ua rAA 1a1tE f a 7SA0! 7.0 R 1C 7 et UNNA 2114 02 N SP NiAACI: CEIITEtf 3706 A Oa IE. 25 Feb 1990 d 12t41 660-3940 KAtc-mek -' -IK'—YON'S *l sc O egg, LaW0u1 1 *OplE WNW" tgtSS Ra it La511 444E746 33 93 IO1� ,O 2x4 ata SP SS -SCAlf. ; t-RC*Vr AS MAV BE 040I/V 1/0 at '46464 AMA ME 0 ■t X%4owe 011111 oft 4p"w% 4 03MOCHA nuns&w1A E Wssa1,J40 flaalFatst Ula A IN Att ANA sSaslsl 04"afA"MIS.10:404040 t40 fit dw-loalY I all ;01,- Mluats Am*. MAtf%1446- Nut km I 9 ![=tLL Ara J4 AUHYa upask"48.1Nw, rr 941 1"@ BAS Al" MAME,r-clualk 1Nr' 411al .hoar SwAudI% We* 040 "np^%-0/00 AM fa4:11a4 R INA puss. atAalNstl. R II w Rale a1:4at a"tells alt a ti MOfS VMS ! KI 0,06"Vials;all tot IEOrtQ/Ir Ie dcow taaw SSdwu ap Mti No mpea s s►acu It' a a sm." 1tWW004 SSY SSM SODA&E 40trL /16 AttlaGAVAM MOM ,I rw ScLM aN SAM as BA!&AWS1"lts%t or his Ila- G/401.`la-MOW I roles Airs in Ill WAts go"*Nat/Vlft 100901001 IPI 1000[11"A4 trtL11.7 PAMIC41144. f Jolla caffw l/P�ty S*"N hi+arta% h r-7066 OOWMfA 0tn6pIS, Yet I•a6 WM CAN AN sal III rt cm1p"w 0d 0606 00409 ASSAMS H E �AIItNta%w4 MIs 6tu4n t�nlaNs 14 4J 1!t Es11N wilt1r1SA- a Fr1Ss1 KPA ME4 O 1.000 lOtKf[R ataRT W A list Kai fRE 1b-on SAWIM r•LIAO"' 4AtL i rt'"A MCAMIi6 r?' fleas rza WAS, ANN im""T"IFra Wksax am b Wt ESNM Is tAtS nlas I"SEEN 0a18f0 fes hs 16000%S�0 amt A IN/ry w~IM As71E/6 501"X as W r e momma IIA S/IIIONoL FTA/.Sits. :.�t4CtOa^00 SIXS Alii somm Oa A"A1 AIRES vAA 111 4.Is pRal11a6 a61AaAa11211 aA.Yat shnA W/saa 4u7. VU'S"W"4/-0hus-T 0&F A0 06[14 a 1t( 10.44 vaA E QA 01/0601#10 b as MA. L % C814 M IIJN SINS•l cwaR Ant 401001 p010"last 1140 BASS K34Sft 14 ® Nalw4`1 A9A0/14 Lic fl ft 17. SENA. -mal,"CAN "61.40 at laws"41A1fm saaPa.AMC So L"WA BA NSM. % AW 904.7MOlsettlim C0 11e s left MCZMw It Arrt ltAf►A N 2,49PKN 10-aw MAE!0f toluslia-OF MINES tE "t-sa ft7a fltf11100614416 W PiC 1,6411ii SPIECIf/ I FAfMICAIZA -*aMIMA4 r►rlh6 810%a044CLNi Ift65ES IS P(Y06Nitlli CF FAEFICA"YI. -AMTltl►Ar%10+1 r�0A 1t rul6Ent VO[A 141k INfi • .216' flat f1-11-11 22-1-U 2-6'3 4-3,-1 refs 11-9-0 5-7-4 6-1-12 NUt1 I-S-t4 1-5-14 Man 111t m WI-3 12 i Ci 6 3M 3"0 3M 040111 Me (� It tat I .fes IIsi I71rf IstA 173107130 SEI tel s* p.slta 13-514si t41� 7 3t ;A 1111 2 20 PiF 12 0� N 11-3,-4 6-4-2 6-11-4 11-4-14 0-et-s I. n �a it ,2 BUIil/fMi TYPES Enciotr4d RaidmMi11l CODE: Stww"out idirm Cede ("M 1491) CD 3,7-" MIND SPEED: 110 tt11f1 HEADS ROOF R16NTs 151 i TRM LOCATION: (So) or" MET WIND PRESSM IIAMM ON DEAD LOADS SHM IIELOW W UPLIFT COMECTION REQUIRED: 1D3AAT EACY St1PPORf. SEE NOTES 14 AID 11 AME. H i M He trust+e: 3 Mentev+e deflection occurred of eonew joint 111. M4210" Live Le" 04114ketiee of .1166' 95/16). InOen-.297, UL/12911 Manlove fet&$ L"d 1leffeettan of .574' (9/16). iratee-.31. IL/1741 N D W. 3 - 13. 93 0/1u., CLAW 0IrlSI01 PLATE TrPE: O.t. SPACING teAD1Ni I15N TC :YI[A :, TA116S 37'0' SPEC VAULTS 1-9 oils. 0 &LFItE El61016 411MOCtS Inc e_2000 2-0-0 El 2X1 12 N SP Ells, VOW T" MISS INC - SOLS 15411 $110o S. will,Alar aC eV141ER it10.1EC1- CENIEX 3769 A OAIE. 25 Feb 1493 P FAUB PTtalrlIf- IA 73M1 7.0tit Tc 7 2X4 402 Os SP 1.AIQIt c0OF 12"41 6456-3841 R LTE-AWA_ SGL-FOTf l tl 6C 0546 OL e[ TO �� 2X4 13 SP •UOnESS:3).33 11E atSEA tAXyS R•lE I0411 tU lE , �-c; 1 sO1Aa •tr fAC1P1 405 Ana• tk 1101EU t -�a I 1 A NM[a BOMA M or BOB weenne OBNbua a11gt1 M CaV"L A.l"fa.aa R 40690aa931 a.aft/M[At•04 H. Al PEPAW40 00110,4tAfaAf aE3a4e N K ttwawaaata, .R 20r f lewAns aHalw► SPACPS fa.,010 lot's.ow.) I !hitl we am antalaaa OaSNtai as MOO. s a.o4 Iwf a.t JawA 100,04M M 916.0 lti' "10 0%-,01311110 3041a6a1.N .tt' 1• a101.a1•Ifo,A.G.B'"b"If.U be tat" at-kW,0a.1_ we K a atalfl 1t-awaa agnate aft$" /aa asal N0 ♦ a-1 friss an.ltu am ON"newsman to 481 iAP1 l0•aq. 3111P-[aus.It/E/6 Sade K' a a aw U."up,OMCN&a"M&C K diff aw accE.fitm a/1.. 1 Itll anum s i Softs a all&alfa"Mom"an f.(M- LMPlR-am" a 11n#01,*Woo rIQ ye CSL tn1le LPKA tg 'IRM V1/.KY&of low-Mal PJ►tJrICM. too"QHaa l/AiAiL Aft Nam M RE MINGO% so 9•70416 11'I9414,00,a..aSGG t8[acral raw as lift sttt 114 ALL sxirae1,t1118&C16.ett14 89laf31 M r O4A atoAa aP► M+1)94314M t11t1N4 IS t~Jl M1 11Ett090 tltt'NICA- Ealisl t1loaces asf=lal Na Ms. 5WA 11111 tx•ts aaalac t.111.tt$A, 411901 I2-a7W a11A1-116 us• 1av41,teA 6E1w AaTE 6t'st9996i tatr PRISES A4 1 a wars KwIft Is assn as OL r.tortno wads gat, w P.Is INAS WS fan.costal"I01 1111 46MISS roe. NIA. 069VAL 0%40.4646 aaMs VACM 01 K• a t 90...11.1190191lPOa pot 10445n t!trttcaall Pl//a!1,3iS on 40=Of at104.0111t"ala, 9.P141 414111111, POfAAaalO.4.6 wA 9M1a LO/OM 4VAP. taAM 8171131 111.08FaPSE 11+ 110.IUK111 V 1011 11161^A-a1 OA 11,116"Mofew Y At- a,. of &%o/t4t101 RI If 0K AN MAAL iA lilt- .*Dk=%T1 M3. ala.NOS 9111,104 aQ ® 104"CA111,M.Mlta tarAf1z1. %A sne IA .aatl MA CAM 14"49 tE BaaUa 407.4 wA/PM me 1,alfa/- 44ima 131. an 64 ap3m4 at""" fat a 1.11,995010 1%APILIW.I 10 StOM21P MN fRAIIIf If OI:IIO{i WAVES a4 0141-/1 Irl•R'Ot061tlot -W4V1GkPA1f09 At&&&ACT016 YMEtWIUI fAMICiTM -AOII11100114 RatM f'OP KA&UN6 IN6SM 1S fESliaaSleNllf OT FMRICAN10- -MIs TPUSS 11 fE3/4111tG Aa P IOP Ito l0AQ5 9411 PFk?rIS101 E011 FK i,01211EI1T1{/1 0 fU4bi IBSI M kAOI 110 IS 1dDT 11E •E9PA41e1t111 0' 1►E 1885 FABRICALUP 01 tSAA1. -al111c1Pa1716 MRIL'W11t aleKallul%mom lasaa. IO C-- .M4, 3-9-13 A!1 l'-!•fl 6.1-0 Fht 5-6-3 8-4-11 S-11-3 1.5-10 12 12 12 12 112 12 1-5-11 slsa *&IOU 2-10-3 74 AI 12 ",�aF tT2I72 117!1 ,0101 ^ �1 fp 'If. 222E 3348 R ao2tt n to a V f ties tail 125E 1271 74"f 161,/ !21 ME •7117 • /7tll $7111 1]_616 aP ,1�s 1 780 !t1 610 Gas 381 347 �'? Y y1t1 2r Plf _ •-s 12 D a-s-a r.-1 s-+-1 1410-0 �-�-� a•7-a a of 12 12 12d WILDING TVK.* Enclosed R"Idointiol 1• 1-1� 1-0-0 !6 CODES Standbril Ouildltl0 Code (==I 1491) �2 »♦o YIND SKIED: 110 q* MEAN R00F NIGNT1 11,E TRUSS LOCATION: 00 area Off WIND ►RESSURE IIASED ON DEAD MDS SHOW KLOY W UPLIFT CONECTION REAUIRED: 1 0 AT EACH SUPPORT. SEE NOTES 10 AM 11 ADOVE. Np trusses: i Wtl2lua deflection occaMr*1 at botloa joint 03. Nax1S11N Lie* to" OaflecllOn of .307' 16/16). In0*a-.201, 0./12801 [T NORMA fetal Loan OeUect$an of _544' (9/161. Index-.294. 1L/8161 NREV 3-Z -' w' fes, CLAIM Ott11i1DN 0.A&! >fPE: O.C. SVACtNG lOaa111G PSs1 IC j uw" 11411.0b4 37-0- 1111-19 SPEC 1-10 0106. 1 nr1/E E11atp"WD/1a00atli Un Y_Roco 2-0-0 �. 1C 30 290 02 05 SP Ells. raft TWA TRUSS AMC - Sas /5416 M0/ S. 1611 $'tett• 11C LtaeEw PF"Cf: CENTE9 3709 A e DATE_ 2s Feb 2993 S11464,01111rW""31611L""31611L7. 1111 MO!%% 7.0 (IL TC 7 210 e2 Os SP alOttT 1214) 600.39,00 WANE istEJ� -3aC-Ftrt-St� CL Oc 0 lAIMIQ S5: Q I. 11Na 11t1LSS 86 11E 1o /1/tltl 582 I 33 33 0. ac f0 .at as 2x0 13 SP L aEw =SCA ; total 41 EaCEPt a9 wa♦ 6E awitEo 4\Oa[e oft to t tM 4101CMI'to 1100aft 4411444 0 M*"t"t AA1f4 stills 1/ It6IAANy 3.-Ss"MICAA,M tq AA IN-tlstt 00104 10e41AS a9.at10,/s K CMN* Au1A, 1,• y MOKAMS ANcettl 101-[1-11 oto4Nw 41IA SIn.1 t144:1lt M ISS lowswoI iiftll4 amino. w*MCI*1e1N 14 AIM &RAM 6-:1%4&AM, 40M AM7t)iKl bno& IW ti• ye1A1*%Mbl 41141-4410;0 or 1,4 Ift" a16-1M4A1. 4i 41 An 1§414*M40041101 Slit"rd-IM A& ..1-011 USM ♦ 04P e'F$6 8901 oft 104 MIftedINlf.60 am& Sill► "-•."?4MU11 MINIM spans /i' S t 1w: MOOGMM.OMi"e LiOSL L 0409 W 8UMMQ Sltn M 4>ti AN tulp 0-bs 1AN"Man"O 1.4 HI- iIRCTI-*AVK A 5411001 oAr MkIQ. -A4A%s fMM sMr►IY 'JIISfM NI 0VCM4/C H zslao/O111LOU410A. IIOSR CMIW$*"soft rMolift so be MIVK M A 1.70SS A1/1161/t aA40R 14c 0210. 9.0 1.ab me SSR 111 lu CL1►197Mm&44%eb4[A/MAAsi M 1[ CL4,11011/9A 4%. tMS g3140 OH1104 K 9-J1t111 11!MMS4 WM11ItA- 'FOti1'FS451RIS os=CMIOM 11lL fCA'Fitt M-09 MIM s,Ilb"Xs, M.: grdm t+[ai..Y4 1.'2- 11 we FP MIA gait ""4'in am MAMS A& I ei 1145 Woone IS 111910 am 166000 t0IQ7M gMOS Our 0 1113*Rita WS 111134 WS1At9 nM I-4 t1:Istt4 9400 Still 1 caftKA 4%ow-Ma @Lewis SPAMS aT 1%,•1 QM sl.31881100076 171 MAMl n A (Afitlel'FAIffs Sian 1St&N at RAM 0119"all, 06 p4S SA MATIS. 01618LAat ICA aK UN INAU 0011N SSIR. kz%M 00"4 11-t1Y1SE ry -e 89"Ke of 10411 Mm 40.So ON O a Nxwt N A1-Mr. li 1 t004Tt101 RITE SIRS A4 IALM 8A Noun umn E1.Msr SnM 11ris c"IM 111 ® 10"Zoltl"Mss 12LA/1.71 In SIttIA Mrt41.100 u'Fc 100A Of N"O1 I0a.4"ua.i-.as 11 atosfM MAIM A sale NO t1/MOMM M M be s iwls$*slow IS a t{[aR4 to tr'Fal0ol wan summ a 4*t41AM or Mel% Ift nWS1 IOP oobor4taat10a QI R4C LOADDIS SKCEFIN W FSAPICAFM -Ie111E104x PLAIINb fA ManING MOOS IS PE70L61a11.11r d F/OPiu10R. -1111% MASS IS CES/wQi 4tf SOP INE l0oft semi fParISIQ/1011 1w FFEAufla4 OF FQGuG Iifil K Iu= AID IS 1141 toe K91 rosi m OF es Ift"F01PRAM QA q./et. -NRitIPI1Bi t101NIRit,L 1S1I9f•M UCP fOfA&tett.- .276- S-O-Ia &lull 0.4.11 s-♦. s-,-. s-o-o s-o-a a-o-t1 a-a-a out I-i-14 011 I! 02 Ix Ix #2 I-6-14 e.t I11tor►t 0-20-374 PLL 12 ae ]13. %71. }S Sxs 3161 3801 (n 3R:, 35" 12 ;+ Is$ spew 1240 1181 7't, �a y f7i a17111 1381.21 13.6)1 i 1 M 310 3$6 314 3:7 74 PLF f- 12 � ha-e ie-Fe b-e-0 7-N 7-7-0 1-N 12 �-QA 12 120ODEp2 S i-+-e OleflfaPd Suite fle code (SSOM 1991) WIND SPEEDS 110 Alph NEM ROOF MIGNIS 150 TRUSS LOCATIONS (se) area MET WIND PRESSURE BASED OM DEAD LORDS MONY KLO11 W UPLIFTCCO EC AID 1faunw: �� 8 AT EACH SUPPORT. SEE NOTESIb tr%asw.. t wale" def lect lon occurred at Dottee latnt 13. w:Lew Lire Lege Oetleclton of .331- 15/16). lPael1-.268, Q/13121 w:&sue Total Loss Oetlectlon of .519' 18/161, Indo:-.281. IL/8951 ti P,�l 3 -Z3- Q3 ft-,U NA a-ZZ-11*1 LVIrO Tr1t..)3 rotij C--. QARI DIVISION /LAVE IPE: D.C. 9PACtMi LOADING WWI VC LUMIER 1RUSS 37'e' 10-17 SPEC T-11 0116. I N ALPIE EM6SIEE7M PMXCTs IM 2x4 e2 O9 SP tri. Falk IF" IMMS AMC - SOS S If. Isal S. os1 Meow v_200o 2-,-0 LL 1C 30 1 MC LINMA IwOJEcf: CEIII[x 3)OO A O•tE: 25 Feo )993 d GRAM PRAIRIE. Ili T}061 7.O Ol IC 7 2x4 12 Os SP ( 12141 660-3966 I('AYE t4EA--- 71tX-F&r L �� LM/74i 1Q Iof L OC O 11 j Q 544 31.33 OL eC t0 2:4 13 SP ACAMWSS SCA&E,� /t IEOIBEN *00;11 Ralf /0fi11f11tE VOf AL 4) E4C[I-I as t1A• ISE r1.31E0 ' 1/0 (� Y \Iwle 9.%L Or 4r M 14CMMt wN/Om OIIML N f.7f4x.601 Ouf"mega O 11IwOa1 C9 ana4asK^A-M IM IAA 14101111 uA1G L4fwM I1211t06411 It O1 LV.RWAROM. 11 f' N.wIfJfE1 aNw I","" 0*~ I.-4.IA I a. ICM.L ..O fft fIL.NfM�V<mow. M wow less 14:ANA Nf1.t[L•-[INA are' "If RIMM 919,611J." I"' 1a• 1 AL4.af/i.M4 ffiGf &IF Nc SAWS& Kerma.". as 0",V OfLrtP MSANOM4"Will Matt ti mLMS ItfO • W 0.cm fILIMM ww PM OWCOMaaw N 4113110 waw NPMJ" r.W.Qka MAW"f1'.Ct9 .i' •c fru. IIII'ONIK.R.-L If1 f.O.A L t wr44 M.ALMO ANX Olin 1w1 wMaw 09&MSS ON I1t LMIS M VM Cr K.0- HRC%+LOA.a @"No 10am as ICE 14&444 auto Nr4JRlat 7P70q 10/AMCIOG ii uccl lar IAI IG1106. 44MS"sow SSMOMM PMOSP40 OF 04 Lr/fwPi b FILM ffQOWM 14104013oR 'AC t30. FILA b wilt MIR IIS ALL CLafRSSAMM CMX6 MMOM LSN*M MI ft Lao IOYf%IIS. MNS 0.110-C411010106 14 V~1 I}f QSf91 VC"fIcb. IO"S I9NO CIS a Mosfool VML OCA was win Oulu-b civets Mrs' 4".1 ML nom Y(AIMM.N 1.2' It-00/531 rCUI gall LtCcltt am*inim 3 A0 I a LAS SM4M is 9LSOe NM CLAIM CtrCCUR f A"S IM 0 M 04S Nam I"KEN CEWOtM fm 104.L40 MIG 1111&// slow I H edALL• LT OW04./ONUSOAMA N IN' L c I"%"*S2004109401,r1m /%/pEi *COMM&CLAtte SIBS Nle 114!'0 of•NK tam OIL of on OMalum. VMMAA114"MG qm go" CIAO "Ab. U"%110119 a.cw W IM re.tltta Q f1a IfQ AA&A-M wl Of MMU Lu on IEP MR.. N Llfwfs YIMO IMAM Ifa Ira NP100011gf400" 1.9�S>•AC1'r0 MIS corm S M"ICAta la 101210 O/r N�/ IJ! M 2""C'MS"0410CJ 11ar 111 INN 1Q*IF oft lus an wW92 top fgtxspdIM#ICNG OI MI&&.6A&I04 SPFC IFTFA 11 I 41MICA 100 -NUOlfluak PLAIN&r/7R"Mull. Ifusam Is 1ISp0619A111 a romicA1Mf. -SKIS tANS IS/ESIMM OCI FOR tM L&MIS 1.10114 PI VIISM ftl1 I1! rMY01f ION OT/OOHS&ABI SE 4NM " IS ubl IIE IE9 OistelI I$( Or 116 Iwss rAaNNsIUR GR CLAM. -MlIMPAIM 4001101/116,NOVEMAIN %SMM 19IfL &911' - .M4' I�e1 3-y-/s 2-01-[t N-A a-c-a Aso 4-e-o O-a-e 6 t-e RUN ti-!4 12 rs 02 02 92 12 02 1-3-14 24 Ptf sea 11e1/11t 7-to-9 1 12 p 6 sten !3b 4029 s 714 7f S,cf 3z2f �\ 470/ N I2 MV \. A}O 2220 1 2340 w n I IeN a 11S IwN lnr 174T left ur Q, ^ 2R3 sat Ill)/ 17/04 h.sle7 W 4 I q 17 f14so< 4 Yt9 3■a US w 307 ya11 ��2 20 Rf � 12 r3-e era-a a�a era-• �7a M I-a-o 82 tt A2 02 I-4.O BUILDING TYPE: Enclosed Resldentfal of '7-0♦ CODEC StafldeM alldinB code (SMI 100-1) W MIND S►E1:01 110 MIS HEM ROOF NIGNTt 154 TRUSS LOCATION: ($e) area NET VINs PRESWRE BASED ON DEAD LOADS SNOW BELOI W UPLIFT CONEMON REQUIRED: IQ-5 / AT EACH StPPORT. SEE NOTES to AND 11 ABOVE. H M /M t1'Mieee: 1 Maim" dellectlon et:corrod at Doltaa joint 413. N9ate4a L&Ye Load De/lactlon o1 .347- l6/t61, InCea-.M. IL/1260/ Noxious Total lead Oatlectton o1 .543- (9/161, IndeR-.294. IL/61e) I ti tar- 3 . 23- 43 VA&V N um 3-2Z-Z)3 Gmrna ^W3 MW _ I RARE DIVISION PLATE ITPE: D.C. SPACING LOADING Of5r1 It LUMMA Islim 31°0' MV-I5 SPEC t-12 �. 0 ALP1fE Efa[flEEllf� Pwaal,eTs Inc Y Oe 2-0-0 LL 7C 30 2Jt9 12 os SP ENS. FUR TALE IMAS INC - WS S! 4th I/ID1 S. 6S7 41111. TIC LI0�0 2001 12 OS SP fv%XEC1: CEMIEX 3700 A 0011_ 25 Feu 1993 N>F d GRAND PRI SSIM IA 34.1091 7 0 _ OL 7C 7 LwTOuf 1¢ IZ (1 12141 540-7940 1KE1E-hlW_A lI1(_r LL SC O ((J; Q 19, 526 33.33 OL eC la 4e5 2X4 03 SP ADOWSS 5c _ r OtMe[w flalas Pl ANE HISIII&►IE 101Ac 41 I FtetP1 aS IIAV 9E 053110 w ktAAta1 e1aA IR s wL 110"W14011 4011626 alms. Y OAAIEt NA#%A 00 swA K 6r64AL.AD 14.AE1a1CUA.Ae N# Au 410110#D."Af.e[•0 A71624o 46 a foo"4A.W. an Sr 1.rwCAKS%6%4^ AA+Crm AL.a.. 04A6 Ar.l 1ftctn re A'000410-/.A04SH04 takta#w_ 1A 4%C1.4aAt M jaw AA1®t s.E14.KA a•#r dam /S.A71e p(A4Lll.f #Af• #41 aA64ft.A#tT 01O 04 1oi W 4.S foe" gA.rtaw. #1111 K 0 01/wa AY tl.l.f StR!Nidi AN AIS 620 4 1V Ofti 011145 dw.M IKmMtIL N zecab ads* Mono" .Y wAwti.t.AOR wwas K'0• a'". fOiAtMM.10tfK fwQ&6 At OOK In,occcow s"w[%* t 611 am u11 MtR.M t1!61/!00 a111f-i U.,el- 141Elq•itM 25006U226#4"N'L 1^3 '-1SASS#0160 64drlatu 0"404 111 AAAchi 01O Iotrolan IAA.14t14Ai_ t10eL PsNP wor.Im6 P,L1S40 M 49 1624/art t. 7.1664 ao~-L0Alta 6.4 1.71 nod, !a W N1 WNISSIO#06R 043MM 1rS&OM N M CUA 11100%A* 101/1 01400 Ct MbS 1;t`AVMPC to 1071101 WIMW CA- t 64"a,Nome's ASS�X/Atlf. 1101 01000 MAb a"M P 01wu ww late k MK4D!4aft L14 1/Y I/ttl 61M 24TAL MAU QGWCr&db 147 MISS AW • t46S 11s71�.IS 11.Aia 4tl!10111 mM2P,V%AIE1 a1A. • 41011 t1V13.101 IK L#i0at0s*00 Ste 1 oMW&A 401 SMLMi 0#411064 IPMM A# W S t nr.11.Sliudmo 6 Fn IgAfaS. >f fOtECMA gAIES SIRS AM OASO 0t MAL OW"S QA1 N G@M 11044114. 9-04^Wt17.016 1K %ftA 1QfOft Seq. VSA%101!0 Shpai6Y #p b 46626 ff fK V166 a&-SL 014 P 1Otrl4p M IM W.. K sweclaL#toll sw*ASE tatli 011 OCta 4.11066 u4au info MIS Kslil to ® NOtCAtES 460111062.\acA/101 111 w"lat 1AAIrawo ew ydAS Y $U'al Owl&9I101Pt1e A M Lt76fw t/L0s AM* A16 t/t genial""44 "A a owls nsip is MwA lc ul to t1 mix!Aw IR63 O 1[c41,-6 a #^AMS !01 wM-N too,dw0:b" lL vA 1 Mr,LMIW.SPIECIFIR N rAgAtCAM -A611IQua.AAID46 F1P e014%104 1Pl1SSU IS a1SPU4SJ8iL11I O FM4CAICII. -IwIS IPUS1S IS 4XVISED 417 FAP 1K L&IOS 9419. 04041SIQ4 Fal#UE PAMftl1(b O POOOf."I K WINE NO IS 101 614: t10SWANSIBILIT/ N nt 9FLM fA IEAIGP 466 t1.Anr. -00111c1PAt®#olt11rn1AL 401111of01 v41tl1 10CAL taw- .302' 11'141 02 02 112 12 1-5-14 74 PV M6x 1161t1t O-Io-3 4 12 Q 41 two 3619 36411 319t 6621 1714 s�r '- X61 N 41 p o \� 641. , 19711 lY i 21s \\ ua/ 11Q0 taw 17" 0660 6611 1112/ W 1 S 171111 13.6167 t 7600041 �t 7 •I 13.614!! 246 311 yf 1 .rt t is as fLI 41-3-0 41.0-/ i-H a41-e I1-w 92 02 112 02 # Mi-O s7-o-o 1-'� /� RUILDLMG TTPEt H1N000d RerLdsntlol lu Cool stnld6N Owl Iding Code (S6CCL 1491) MIND SPEEOt 116"A NEAU ROOT NICIITt 154 TRUSS LOCATION: (S/) eeoa W MET WtW PRESSURE GRSE6 ON DIM OARS Sww BELOW UftIfT (MIECTION REWIKD: I At EACH SUPPORT. �. SEE NOTES 16 AND 11 ADM. no trusses: 1 HaAkelm oeflection occu"od at oettom joint e3. IhAtdu* Liao Wave Deflection at .317' 65/16), 140911•.271 L/13181 mitteuve total Loa/ Deflection of .528' 16/161. Index-.M. IL/sail N 40. 7-Z3,43 011W IREY -2Zc�l'3 W IrO CLAM 0111iS1@I PLANE RPE: O.C. 9PA"As LOM196 O- F) K L1eE011 TFRXM 37*0' HV-0 WC T-13 0110. I ALPItE EMG1tEE/1E0 PnW11CiS Lit y-2000 2-0-0 LL TC 30 2x4 02 O6 SI - EIB. FOR 1fR1E 1FIt1S5 INC - SOS J54 teal S. 41sm warm 1.0 Be ltowri 17104cl: CJE"rFx 3708 A GAO IL:PAAIp1G to 7"sl a VC 7 2x4 82 06 SIX E: , 25 01111 1993 Q 12141 6410-3941 0%Alf �-- '}ice"Fdii SIC- LL 9C O fig$ LAMA t0 �# n 1 5 3 42 O► 11C t0 2x4 113 SP Ai)01tES4 ' It/55 AAIE 1.a/t1u1E 9 33 I41I AA 47 F.rfP# AS MAI Pt ##o#.0 9f�8 /A� M slang.>Ma R t1 M Waco let appo m dpWCL •1 41n9L1P tiRAS IMA as /.OIgLSO 9404*4$0m,►.EM SW1 a" n)ltl6.6000 tatafll..t11UW0 N/C tUN Mt/dAS. 16 9011CA09s t•(tAq 8w0C964 rE14[w Net sm.t L w4mm no of A..PIA1"now Coosa. M for O.T ow J77•!t 11401314,i.6141" aAr /11.• 1•I3W 096141-M I-V- 1.A b6.♦/u 1♦1ti/u.I0441/J1 J ht $"A& nw.VAAI. AO 111 a Ytta A.S..►e SOi,11t'106111A AA .flat a" W. W t.RWO meas 11!tN!['4004tOs 1a tamp ICM AN.Ya. 7r emac"4$&.an"91"m K' W t Wt/. I1041411M.I40Cu4 Lo.c W 104E LA 0C.1DICr/"0110 (•n amen/1t am*0t 4t LAWN 1!111164 O ♦.a nm- 61gtR-INA A 401(.1 Ot/m SK Ice. tta64•o$n/♦.I.OfIISt 9iC14 Ml 41F CI1s 0142 NaCU:A V-Ak t:m,11@A. /1110 e�A'f1 IElUt1I1/01 ISA11 M "MI Isom A F-A"Al11.m&team SOC 234W no 1(11/E/E N 0 wm Imu a71/IEw16tR/EIE[A►SWA" 14 EE Mal"Min" At, ewes CWb6t cowam is CALM M!almom W1tNP6- tlSt teem,IRA r-t1A 110101 O tr CIIWA SN' IAJU! M..V4 60.1..106 U2' 1144 141 96100.SCAN Ctm,eCGtat mus WINSKS SO& a.tot Kum IS 483M W Mow O W 430%OLONS mmi f • IMS MAS to$111601 CSSP1a11 eon M atr611O*004 441 1 01.140. W OW 116 Neta!"V CIO 01 K' /6 Outs/I.SI/14I0 671 Minn. CO*"Iw"Alm Stan 04 Um.On 0"AL r"US 118. 7/1941 01y4f1i NAMNAAI111•Mr.1N 04" CQdVft W,1.!. 0WIS5 101111 6I.EA07a W AS•1004 V ha OUS1*A.K CIA 01 00111VIC11 M/1W.16-.. r m/&Coo RAIL UJIS It Yat$6A tl6t• amamon sAm. as&*1NS as16. 171 ® M6♦:m,1WS S(.I.uO 1K/Ii6r tN S•tCIA w01L164 cow 11"c"401 IA.OI 1U18011 011•►Ot Age H 480101 4^04 119 asSr N6 84 somwe11em 4r hE O /n11 011166 K ArtWtL.Rr N 21170KO VAR MOM N - MOM O tAINKS lU A1!-a/ rQm/L.10"DWIIUA ma SMCIVA -at" St FARCAUP, -AMSIO LL PLAIN&HP NP143LMt6 HILOSES 7S/ESP0419 11/►OF FoMICUCK. -MHS 14401 IS VESKAM OlT top WE ►SAVi S ilmrc PWASIOt fat IK PWOMItOI(f POna94i ICES$ K 64" /♦a 15 1rLI 119 FF_V0111IS11I17 C1 Ot TPAM rIBOttALU•CP CLAPO. -IHI ICIPAtED Id01fOPfAi I0*W111 UOEA HIM. LOIO - .701' 2.6.12 6-60.0 z-Io-o mm249-1 t 4-6-0. 6-0-0 sl-s o r4-# 4-7-0 wif 74 RF 1-'S-14 oft I0. 12 ma 12 to #2 13-14 111.Now 6-10-3 I0. CI6 2791 WAS 4111 3440 21611 1 ♦ ♦ la �• 2700 '� 3Q2• N 0 A S 314 3i14 S7(S 222• N . ,l lana V"\A M 7 sop t 171" tt t i o 1760 13 Wt7 w1 ?a 360. 304 sats 31to L) t 13.31411 12 zo PLL F 0.-3-a 4-0.0. s-a-a s->•-e 5-0.-# s-o-# N •x •x •x •z •x N) 11 317-0-0 © W111DING IIs-Enctcoad Roatdeatlat CODE& Standlafd Bllitdkq Coale ($ACCI 1991) WIND SPEf.D1 110 q A MEAN ROOT NICNit 1S4 ? IMS LOCAT10Ns (Se) area W NEI WIND PRESSURE BASED 04 DEAD LOADS SHOW BELOU UPLIFT CONECTION REOUIREO: 1216 f AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO 1"Aboa: I ltav►aAla deflection occurred at 6attoo joint f4. Ilambam Liao loo# Oefleclion of .407' 17/161. IndSA-.33. 0./10911 Ha1/AM1a Total LO" Oef)ectIDA Of .636' 110/161, Inde,+-.345, 0.16961 N Q R"- 3-23.93 0/14V N EV -2Z'`i� tn.iln0 MwS 16---, NAA► a(YISION RATE IIPE: O.C. SPACING t.OADJOIS 4PSFI IC Clime" lfILM 37'0' "V-t& SPEC I-t4 �6! ALPINE EKIP&TAM Pa0o11CTS Inc36 2114 12 02 SP EIB. FOR 71111E Tf11fS5 INC - SOS T 7001 S. as" 81117 Y X000 2-0-0 L► VC `mow paOlEtr: CEniEx 3708 • • 0411: 29 Feb 1993 (L SAme PRAIRM 14 sass 7.0 OL TC 7 fila) 6"-"40 "P�aTE IJIEL -ftlf�-F01�5T Ll EIC 0. 4 •2 05 SP LATOUI ER jqc./,,R Q Wes5" OL Etc to 2x4 03 SP 468(.1 si 9CME: /Ee•E1E6 6HIP.+S RAtE $NSU Iu1E 37.�] IOIAL 47 fa<CE P( AS 171♦ Itl tv fEO w awl*s;a.0 r I.f Vic on N•r1If1 egaem r meoc"m$LAWS law"00 I1Rfrtt6 SAattA119JU,A 410 Ni ALL /[atlas 04000$IDNIPS ASlA40 N A[COWIP MM. as �' tMICAMs AaW4w as 01,04 1•AYAN 4404 4•af_W Y4cact AAS a0 NAPBOM 80/1064.4 tawo/1. am*JOG owl 141 A"111 eAKW M 916.4114 11-' Ma! CRLFai1 s4armt.0 AAO' 614 fif 14411 Pf".A4>ri. At as V Mites AtALA.<a tAWtf<MISS, V 4NW[S 49I4N t n:Gwwa mo e!M!aaa 0000f04is IO OW.0 4aR 404.04! CRA 4111ACING 4temous SPAM K' A a am",. 1001"Up.004[IAN afOa&44[Wt M AcaA16.04 Nan /M OMAN AR OPALS 00 K LAKs:•M41i If Iaf a$- "mck•meow a 106Ma1 ad"W%.IVI JUS•IOW&40 aftim 1%4004 IPI Due 14K Pf.A4fc1 SAO F-Al.KAICIPS. 1141100=PillnH# steava SY4 K Wh so tNaPL A- t XaO AA&fm VJIO hOC J1fO. FN 410 I", am NI ALL C"WLSSKY 006 006100 43=1141 IS Q -fIUJUA1 ft% bN!LKtiN t"Uta IC CMAC NI Kgf91/KCN KA. 1 091"1 awliamm A1sac allm Ret. scrA Flu Oi-11O aftm e•aII.Cm srr sm i 44.FLAG l4a 1./04 11-2 ISOM 0p KCAL ALAW LaM"I"$04)AMS MG a OGS CROWN K Sao a 41.014 C0•S1GM N.A241&at • SAM rAt"WAS MEN 41!31!•1.01 w tem"10 MD$ ap-1 o4AenL M O4AMG NEPMRS SPAa00 ai K••4 OW411.susibiam FlN"Mms. a .1A4e41Of PLAY"$in%a"so"01 VaAa focn Nat to%dS 6104840 lasfaa At 13%NC is O4aaa 90104 001. ua15s 4011111 4T.~-K W t0 aN000 Q TWE 14641 fa.K ow CO 1P10 US W MN faA. 4 41e0<C0410 NUff KISS AM CAlt00!A 416100 LOOM CRM■ NM QOS USMO1 I& ® 04111CAais NAPO&40:4/104 WW1 !(4I0%4.044.1110,CAME IND&,K IN"AAAU*NaA►11N AM N ala6Sf alaAn 21,441a AAO 4E af106e.N 1Ya 9I WK O %.it"S1a11 1s AaOLICALF A AGAOO►!M irtows O 1K010 f 0%00$ KA 0066-14.Ip4 WefS"ammA1taE son is be sklon 111A LCOIF[MR ICA YG 90011011, SKCWPED Of FAVICAItA -ACM"PLAPI"Fol"41114 NkG%S IS PSWU415 611 111 OF FASMCAM. -WAS 114m is tES1411tL 411L4 FOA ME ►LAYS IfAe/. FRUY1SIa4 FOP rte FfICWElillam OF fU01346 061 K MAL[ at0 If 601 lid OESMoSt6tlllf W 11( IRSS tA6PICAIfA(P CLAA4. -Al/1CIPASM"MIZ(NNL kOW6lMT IAa6 I411AL LOAM - 4112' 11!411 3-6-115-5-3 5-2-0 0-2.14 5-1-14 5-2-2 1-4-4131-1-1! RUN 74 FBF 1-5-14 102 11„1 wirlt 4-is-s � e: �f s ills• >"• 34140 3420 ,lo•' 1 ► 1 ( 1 412 \ 24" 11290 a Au as /401 We Sow ate• 1toA s4.. wo 466 1 17121 �? 1712• 1�_sfa W 730 344 3x7 315 31N4 340 13.4142% yff �2 � 12 as PLF f- s-31-a 7-t0-fo s-4-14 $rte '3-2-2 7-0-0 02 12 02 02 M 1-4-41 t-e-0 BUi101114 TM: Enclosed Residential ^ �a CUDEt staid" Wlldinp Code 06=1 1991) (� N w1w "lot 110 SpA NEAN ROOT NICriTs 456 i TRUSS LOCATION: (Se) area W MET YIND MESSIN BASED ON DEA,D, lQ�S SHIMBELMf UPLIFT OONECTION REQUIRED: 1OZZ 0 AT EACH SUPPORT. 0 SEE NOTES 10 Alp 11 ADOVE. M No trusses: 1 K&Xiouo deflection occurred at Qottoo 1014!1 04. Naxidtlme Lire Load Deflection of .494' 10/163. Index-.4. OLIWM Maximus Total lo" Deflection of .773' 112/16). Index-.416. IL/5741 ' N aEcoiao►oeu CAMBER •42' & -1 -t 3.93 09.kJ N A RE 3-2 Z-93 c,,i%v.0 M iAA6s 37'0 HY-9 C f-Y5 �f•IZ EMINCeMO P110aI1Cff in[ PLACE 1 w O.C. 2-0-10 LaAolilo e'!F1 rt tua[A 2314 62 Os SP 04. rot 7RUE ►15155 INC - SDS tool S. 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't � 33 pE flt0�y fit• t Sot 4ui1►tR�f:n ...tt n aaaOBt a+,�a a a 118 MCA am aldMw ee00$. y Commosoo wAtts halal at OMMMIta " air MA #"IWO 4IMM 84011114*MP"N eet CWWOO M- ON A' lOf[AM$IaRaua areatal,0900M 9.14 8,119_1 lrcF1l, .r0 /�w..gwA afMSN/i GlennoI. O.MM Ittaa 64 AMA FI,.QL S.all-ors I.r 8,,l! alta/%ca- 6", IV 1dIO4A&9 n aM~#&;m d Mc uk" aalia.Ot, ar A.arN.r stela /Aa! .Ao [ Ma .Ars data s. tDive 3faFOIS.Ie Oft OMMOdbCi N 411M/1 sill Y..a.aa a tel lvvs/fam"W0160 K'f. s,8,.; WWCNA .P. •ellt6 s ba]AOR rill W..aaswaMt 11110%reel KSI"18d amol CS I.E lawn date 1"tr Ire 018,- sltlClav 14811/A alnot orae Sfa1ll. 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AT EACH SUPPORT. ] SEE NOTES 10 AND 11 ADM. F- M M No to"90s: t 11sa1suli 11e914CLlon *CCurre0 at Dallas joint 62. N N 11a1usela LlV* Los* Deflection *1 .069' t11161. tn0ea-.09Ik 4/3662) i Nilabilri Total load oeflection of .106' 12/161. InAlOm-.101 lL/23331 H N tel. 3-23. q 3 oYt�t/ I N �i fiEv 3-ZZ-93 �� rnws •0 I i CLAXI *$VISION $"M tl•PE: O.C. SPICING LOADING PSFI TC Ltswil t 21'0' M-9 1-18 O- • 1 ALPINE ENSUCElEa FOMX ACTS im 21111 •2 06 SiP EISS. FOR is AE MISS 10/C - SDS �� (C V-2000 2-0-0 LL TC 30 Q. AR S. AIC.SPIti11 7 0 0C Ltown rFOACI: CEii1EA 3788 A DAVE: 25 Feb 1993 j d Ti0U1M T1iA$RtG ri 0'5051 0. /C 7 Q II Q 12141 660-UAO / 71 L LL *C 0 Was 21411 •2 M SP Layout la � 244 37.33 u 0C IO 24114 a3 SP •u0r+E55: * State ,aE1IBER IftinS PLANE IMS11QafE 101 ori •) fwt4 P1 a5 11•• OF 11ULE0 �/416 A I + i 2D'EAjEM /r FOS' GA/NA6� _U//L/T�c� G_+S=G/Cr25 ,�17 4. ff nl L s, 3 , 3 �.3 23.7' ✓ �'�. I-5�C7 Y S*Tt✓CCJ I ,� �, � Iv� � �� F/J,/17/J iC✓OR�ly%.411` � �'\t ' � �/� sQCG� r, ��F\ E tJ "THIS SKETCH IS NOT h SURVEY ASD -=SL,� �i'"iED R, T ' SOLE PURPOSE OF COMPT IAiCE Ii' i. S 28.222 /4" ." Specifications and Component Schedule HOST STRUCTURE-EXTERIOR PERVETER'NALLS Job Contlg=tllon: Length: (i by Wldth(Prolectlon): i a PATIO CONCRETE SLAB FY.A lPanelRiaer by 2"Wide,or 0 Compoclte Panel ,n CI r pan ot: ` j and Bearing Wag Overhang or: I WaA Components&Spacing: On NON-8EARMO(Side)WAIL(S)Header(rap Plate):2X2 Hohn s.010• dote:Footing under roof beating wa11(0?:LY) Sok Plate:1X2 1.045'Open Beck/Kickplale or Chair Rag(Purtn):2X2 s.010'HS FOOTIN'3 KkWate of: U/ J, (0 Height of: Der I Bearing Was Header(Edge Beam): —__ J math of Pntio Posts/Colunnns: �.,p�_ Spacing of: o.c50 Left Side Wag 2 Spaces® `ox,w/posts of: ZX Z O , 1 n r^r Sahtmatlo Plan -Fao.ing/Found�tion Location IgM Sid.WaM �1 Spaces a (P o.c,w/Posts of: Existing House ("Host Structur o") Perimeter Wall W Patlo Roof attachment to house fascia. z- --- '—i--- ------ ----- --`---- L'-- - I � I 0- 0 o U i i p 1100 �Za21/ n ti Concrete Slab Perimete --------------- - Gutter Roof Edg0-1115 , V�e i --- -------------- ------�---- 4 --J Left Concrete Patio Slab/Foundation and'Front'Wall Right Side ^ t Side Patioo"a) Patio Roof Roof Overhang Patio Roof OutSide to OutSide(including side overhangs) Overhang PLAN VIEW - PAT10 SCREEN ENCLOSURE (Not to Scale.-Schematic) See Special Attachment action/Detail(Sheet 2) Panel go7l Clear Root Area (15 at Span¢Overhang) Roof Panels-See Corn=nont SchodtM Gutter Header Header/Edge Beam (Seo Specification /Component Schedule)Uj C House Roof Panel Clear Span Patio Roof (Roof) Side Wag Post Overhang ;a overnang 3 �- r 2X2 KlGcplate I Chair Rall 716 0 g 1KICKPLATE x ....:.....:..:.. I I I',I;.,.....,.., See Typical Foundation Section!Detail(Sheet 2) Patio Projection vid h Typical Section / Side 1 r-rid View Coyyrl�heNofleai Capyrignt:t995•A!Il;ISI+SeReaerv�dly�3pac1+�ICyBerucwraDralRncrd/orO.ridSY.1.9!!,rr B ConL-actor.��f��,/nQ� r��L�.• t, CJn:r�n��,/"1 0.winga LV Vdbtof SpCCIAlty 6vruc;ura Pcalgn site Azsea S}vat C ofta: Sans for Header Seams Extruslons In Screen Rooms for 95MPH Wind Zone Maxirnum Post/Upright ngth(Span)for Screen Walls ad= 13 lbs/ ft Z C Header Beam/Product TributaryArea referred to as"W"on details "Widths"=Center to Center Spacing=Tribut Area for Post o 5' 6' 7' 8' 9' 10 d Member T 3' 4' 5' 6' 7' 8' Z o 7x2'x.044" 6"-7'* 6•-0" 5'-7" 5'-7' 4'-11 4'-8" d U LL T3'x.050 T-9" T-0 6'6" 6-1" 5'9" 5'-5' 2"x2"x.044"Hollow T'-7" 6''-b" 5''-9" 5''-3" 4''-11" 4''-7" a � � > r� o 7'3'x.070" 9'-10" 9'-0" 8'4" T-9" T-4" T-0" 2"x2"x.044" Snap V-7-7" 7''-5" 6"-8" 6-- 1-1" 5''-7" 5--3" �+ O o p oc 7xa'x050 11'3" 10-3" 9'-6" 8'-11" 8'-5" 8'cY' 2"x2"x.093"Hollow 11"- 5" 9-- 1" 8"- 1" T'- 5" 6"- 10" 6'- 5" r O 7'x4"SMB 14'-10" 135' 17-6" 11-8" 11'-0" UY-5" .- Qf @ (6-6 7'x6'SMB 18'-9" 18'-0 iT-4" 16-3" 15'4" 14'-6' 2"x3"X.044" Sna 11 5" 9"- 1" 8' 1" T'-5" 6"- 10" 6'-5" = U) 2 0. 2x4 x.045" Snap17--5- 15''-1 13' 6" 12 3" 11 4" 10 8 c J m N N N 11- 11 11 N O (D 7 Ur U Q w S > Z cca O z 5 Q wQ CL Z a o z ro � T'� a' N - oQCU) uim a Z rt w m - Wa zz isU rnoc� o � U W m act� m z I ; = Host Structure Roof and Framing N 0cc u CL o '- n �� 9 Akmirun Frame Screen Wal ¢ g O o O LL m m 3: m - ((Refer to Specifications for E � „ `o e22, ;� o c J Type and Spacing) Screen e ¢ o c U m r i� D O co U Q /�'� Box Header Solid Kickplate o- o _ - iL/ �—Roof Panels Q z 3 - 2x2 Kickplate Rail LU 0 n`� m Lu LU o Soffit ti 1/4"DIA X 1 1/4"I.G.TAPCON m � 7o � b E cD I w m CONCRETEANCHORS- U Z b m i ° 24'O.C.MAX ANO WITHIN m Q CO Ncc I ? Eave Projection V 6"OF EACH COLiJhW�— J o �� m o E L I SPECIAL EAVE BLOCKING CONTH)OUS Q SOFFIT!FASCIA a 4-DA;rwmurt, y F~- Z F o Z r- '- .- N 0 0 ` W ATTACHMENT-FASTENED WITH 5116"DIA LAG SCREWS cc W O '" In ix 6x6 10110 Welded Wire Mesh U eo c 04 v, @ c 1 INTO RAFTER TAILS(4W Long)and x10 SMS FROM BOX x s Z l r` c .0 i v rl. or FibreMesh Concrete Z n m c ; HEADER THRU FASCIA 14TO BLOCKING RAFTER SPACING o Z o v vai c Co ! BLOCKING MEMBER USED: W u z y tp tv io iv i rN- 0 2'X4"P.T.Lumber 0 co °' FL Coco o m p 0 2X2 HS x.040" �r W o ....:...... V E = 0 2X3 HS or Snapx.045' _ w m m as 0 0 Eo v 2 #4 OR 3-#3 BARS - - -J LS .5d, ZfJWC)co v -0 -0 _x Y aa) ' 12" 'c Z 21 O 5 a = i T Ical Section Footing (Bearing Wall Only) o W a U) o 0 0 , 3 — Typical Blocking Detail/Section Fascia Roof Connection yP @ 9 t 9 y) _ a. L ao o. w W A E C x z v m R g W u Ct Er o o `n SPe��c Details Required for(by Duvai County!City of Jacksonville Or31vn bye David Miller w CO J ami ar U : P JO h _ N O1 °' 6 '< �a,d Datc Of-5 iait 5trixture Desi n v a 3 u o � hPP by ?� Y 9 (g O N z r. 1150 DEPARTMENT OF BUILDING' CITY,OF ATLANTIC,SF LOOAT ri �...,._-- _..;�...��..... IO> ONF ORNATION -- x.1458 A fires l� 1387 LIINKSIDE DRIVE Type.- �I SCREROCI;,OSt-Rz AT Aivl x FLORIDA 32233 . ifork. 1QiLTELt1lTItN LE:tAL EIJISCRI»'TIOIN -_ is ,. �: At�> >I�rNU Lot': S9 Sjocs: I t on. "_ Proplox,04 U'se: SCREENCLOSVR� 'J�+�wxt��i r: RNQ: 0 Il r 3 1 Code: 0 SubdivisionSRLVA LiN>X'IL1E #1 8st mated vaiuv 8 .t I»Pr v. Cost,: 0�.00 Total Fees $ .0B Amount d $45.00 D 14/ COEM PORCH APPLICATION F» S NA CITY OF :P I _ Add E DIE, DRIV E ss � ACT FLOE P 0.Q A ► R.S. I NFO ON IkADON C b 5 a ae PON'TR R, INC CL imP.R4VE. $0 .00 fid CAPITAL 8 CR B CONNECTION i c n,se CA ►Lae SEC H IMPACT FEE '80.00 CONST.SURCHARGE .00 a � SCHAROE/ATL-.BCH E? 0 tdci NOTICE--ALL CONC ESTE:FORMS ANO FOOTINGS AAtlST Bl-,!""BEFORE PI�CTEtJ BEFQRE POURING _as PERMIT VOID SIX MONTHS'Am, R QATIW OF'IS$Qe BUILDING MATi;RIA1,RUBBISH AND DEBRIS:FROM THIS WORK MUS'T;NOT ISE PLACEQ ttd PUBLIC SPACE,AIdQ MUST BE CLEARED UP AND HAULED AWAY BY EITHIrR CONTRACTOR OR t3WNEA "FAILURE C+O PL f WITH "H �'HE E' CHA C' LIEN 1.A 1/ SAN E ULT IN r THE 1 ROPE,Mr , iC M R P1�i ��C�iT SCE F�RTHE OUIL, -04P�►�l'E11�ENTE" IBSUFt3 ACCORDING TO APPROVED,-PLA,NS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVS�C IiON©F APPLICABLE,pROVISfC31�iS"CSI*LAW. 01. tN . ATLANTIC BEACH BUILDING PAR MENT' : , FF.E $lo.no A-MICATIM FOR ML PERMIT CITY OF ATLANTIC BEAM FxoPERTY (MER name: V Lj'2 iC Day Fhan�� eX Address c` ,�i2 Zip -52 2-3 APPLICANT, IF Or= THAN (7W[ER Name: �� Day Phorie. Address: X38 l g /�- zip 3, .TOB Address or Lccation: Legal Description.- Is escription:Is well to be used for drinking purposes? Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, gust first obtain a bacteriological test report from.the State of Florida Health Department, ftanishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Denartment Notes: I agree to cc=ly with regulations stated herein: gnaDate c . 'CITV OF i Of`fce of ButUd.rlr!g Official T_,� Permit,d T Time (� �j A.M.. Received PM.. Job Add,--- O:mer's Cgntr2c:or COf;CRETc ELEC ri_U OBJH G� ,ricC`f At Framing Y F� iinc Ro-,gh Yhring —, Fie Poeiing Slab Tam;;Po: on Out Heatin^ r.sutatior: nt?I Finaty _ .... .?r Fir? s'Plc„_ r Pre Fab lues YVsd. T, rs Friday --P, . cLen Mcce / / p r OF -ONS ADDITIONS . • • • D • NOT REMOVE H6 10B HAS NOT BEEN COMPLETED The following additions or correction:shall be mode before the job will♦be amp�yted /,�p"�SS l.Z.Be1..� _5"64�. �. .Y,r�.�-`••'�',L ,' �"rl,-,if�'�- Tatt-firate of MccupanrV City of Atlantic +Neu# — Nloriba 40Evttrtment of -Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern'Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. jqi� Use Classification 5 aI°' Bldg.Permit No. �✓ r, Group I ' Type Construction =Fire Distri >ul_: Owner of Building E S t n t� Address Building Address ' N ...>iCj. ` Locality ,� 1. i:.;t 7_C 7 8,.,_.t'. FL 32 t r By: I)N C X f.,F Building Official Date: POST IN A CONSPICUOUS PLACE DEC 26 '94 15:52' CLARSOH 7770 P02 MAS' SHOWING BOUNDARY SURVEY OF LOT !'9 BLOCK '""'-- I AS SHOWN ON MAP OF VeL VA LIQ IAk'51OA9 41AI17- AS RECORDED IN PLAT BOOK 44 PAGES 22A OF THE CURRENT PUBLIC RECORDS OF DUVAL, CO., FLA. FOR: eh*' ,rE)e hWAIE.5 e4WA VRA rVAI N07E: BEA ,INGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. N T L 1t�ITtpN9 +o VS,�fldWAI r41410 !14.01) A1VO 1.2-6W)e TD 1%6471104644G�DpSrte Vlf pRrC'AL OAl 0? 0F 1929 PWRr 47,0 OCrraAl 17, 70WA/AA140 ? Sar1r1-1, 1Q.$N66 C 1T� N ♦ �I rr / t r - /V �'Lt�rgd f�yr D E C 2 01994 - -- _ o Building and Zonin 34-'9?•C.P. 1449MO40 6'W0014 FFv/Gd 4 j�' SLI MC�7L TE4. - _T1 oil a i-570jeY SRI= 1 ,!JWE L 4lttlG ''a, `1 EA T t R V W 4 4 {�� f,1✓,��,�rnaarl¢ot1t I f1 9, .� 4.1n , `� ♦ �• GA4LiHN � N { I JVi9LAY i 4 I 21.2' 7.5 44.31 /00,00 Pr e fEr Lj fv4 AMA.i � e f /4 jo IfAl !/2/x-741 '"Ouvo Acc 07A141e i,74NS. Aroamp. rlom �f VclgY 9.13- 04 N07-c: �ed;l,✓d 4ZI- IfOff 1 HEREBY CERTIFY THAT"THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FUR LANE)SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA.ADMINISTRATIVE CODE i pkjpSUAN f T()SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH— N CONCRETE MONUMENT MENTS UPON THE SUBJECT PHOPF ,PfY EXCEPT A$ SHOWN ON THIS SURVEY • 1/2"SETIROPOUNO RON:.1704 d 0 tJs^SET IRON-L.B.1700 FLOOD CE T F -H_. L___'. SHOWN HEPEON IS IN FLOOD B-R-L. BUILOINO RESTRICTION LIN[ ZONE 11 X AS F�HiIWN DN THE FLC}OD INSURANCE WATE CLARSON AND ASSOCIATES, INC. � C,EWRAL ANFLE MAP, COMMUNITY PANEL N) ?2007] 0'20/ -0-- DATEI) 4.17.89 1043 NALDO AVE- JACKSONVILLE, FLA 32207 R RADIUS A ARC DISTANCE r ' CN. CHORD p18 CURVATURE �� l P.G. POINT 4F GUBYATIJRE SURVEYED --�_ 19 _'IA"., RT. PDINT OF TANdtNGT �if_ +7�ij Q18TERED SURVEYOR NO.Z3e,,, FLA P.R.G. POINT OF REVERSE CURVE SCALES F/(/ /�.1{L /' /��d` Pt c. PAINT Or COMPOUND CURVE i-+ CITY OF r�i�a�tic �Kack - �lerudac M SEMINOLE ROAD -- ------ ATLANTIC BEACH,FLORU)A 32233-5445 TELEPHONE(994)247-5800 FAX(904)247-S805 NOTICE TO: Nater Department FROM: Building Department DATE: /,:;I -'Q O y / Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address C)c// -77 7� (7rely, 6 ing Department Q ptticla10 A� o' voR�NspE ` / Dice " p.M pate--. �-- c•/� � �r � b oe ped — r �0ntta�°` - toss Gp.�. fl ps1� Job pddIFIts reA E�ECtRi foP pvt P{e p.M tTN^e� poke s GptiGF� p Petnp Fly �� FOAEON µa VodtM4 p NSP m C� t:`lltet 10 ��'� R�yU\at�on lues- Gelcap°t OCCO —� Date Mo^' to�cc�on Fade s clot / icsPe �-- `` CCTV OF �. Office of Building Official REQUEST FOR INSPECTION Date-_/0 + _ -Z_.--- Permit No. Time >/• 1 � Received Job Address Locality Owner's Name — TC,�e -----Contractor lBU��iLD{hiG� CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 7, Footing Rough Wiring = Rough L Air Cond. & Re Roofing Slab Temp Pole Top Out L Heating Insulation Lintel = Final L Sewer Fire Place Pre Fab READY FOR INSPECTION nn.] Mon. Tues. Wed. Thurs Friday P� A.M. inspection. Made _ Q _PM Final Inspection spec±nr l c.- — - - Certificate of Occupancy G Date _--- — CITY OF -*k4iala Office of Building Official REQUEST FOR INSPECTION DatePer No. _� Tirne rl Received / P.M. Joba---- L cality " Owner's Name __ Contractor _ BUILDING CONCRETE ELECTRICAL P'LUtIfEAiG--- MECHANICAL Framing Footing Rough Wiring L Rough Air Cond. & Re Roofing Slab ❑ Temp Pole FiTop Out Heating Insulation - Lintel D Final Sevier Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Th Friday Inspection Made ^�clor 1t Final Inspection Certificate of Occupancy ' OF 01 Ol 1014 (Zzll u pecmi;fJo. _-- �f �oca4,ty --� Jot A< ,. C'cntractor pLUPdStNG Air C- Rough tiVirin9 Top Cut — pyre Fab mp poseewer — / r gt�tLL�tir1�3 _ Foodn9 F�nai P� Fram'''g.. = Siab � rTiQ mc, Lintel � otrJaF�.. Friday--- Be 2,oc �pp � � Thurs. {nsu�'atior Wed. 'ices a --- Fir 3l Inspection PAon. O DATE• PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONIS) HAVE BEEN MADE AND ARE SATISFACTORY: Ifsg � ZMY ______ _ _____________________ 3/ , /V-77 ------ ------------------------------------------------- ------ ------------------------------------------------- ------�------------------------------------------------- Enclosed are the blue copies of the permits. S I ELY, f BUILDING INSPECTION DIVISION cc:FILE 92361 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH , . FEAR IT INF`O�xTION ------� -- LOCATION I��`C3 IATIOH -------- #, rt Number 9236 1.387 LINKSIDE DRIVE 'Per,a t ype: MECHIlkt1CAL ATLANTIC BEACH, FLORIDA 322,33 class's of Werk- NEN ------- LEGAL DZSCRIPTION ---------- Cons Type: WOOD FRAME ot : B1ock. Section: I?r+ RQ�ed Use: SINOLL FAkILY Township'. RNG: Q N l 1i ngs : 1 Cade. Q ubdivisilon: SELVA LINKSID stimited Velum: €l .00 Improv. Cost : }.00 ' total Fees : $37 .00 Amount P $37 .00 Date 094 . i" 'jr "Des, RAL HEAZ` AND AIR I N pQEW HOME .; .0 .ATION �.. . APPLICATION `EEE ---- Name. „ „... Ff;; e`. ER3IT X37 «DO Atha ,. DRIVE DATER IN; ACT PEE $0 .00 , `LOItIIIA 3 ACT EE40.00 �� m 4Y` �'' �� e7 «,m� ' r ' ^” T LAIJ FORMATION: RAI30N CAB :5% . . �O.00 Nate: A 1I a AIR 4, CAPITAL IMPROVE, X0 .44 .- Addr e 5 49 NBEAk ROAL3 P 5 ,-TA ? t J ........... CROSS CONNECTION $4 .04 L cena "ACA1 Tyge: 4 SEC�y"H IMPACT FEE E0,.44 � ,. COMET.SURCiiARGE SCHARO3EA'I'L 0.4{}�yr NO TE.S: NOTICE'-ALL CONCRETE FORMS AND FOOTINGS MUST SE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUSS SH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLePIED UP AND HAULED AWAY BY EITHER DONTRACTOR OR OWNER 41 AJLURE 0 COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PRt I'EF TTif t 4iNER PAYING T1NtCE Ft R BUILt31i�1GIMPROVEMENTS." f ISS .ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT:AND SUBJECT TO REVOCATION FOR VI N f?F/# 'PCICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING D PARTMEN7 bAc,% WIi>I : 'I kfA s @V �S BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC OEACH. FLORIDA 72277 APPLICATION FOR MECHANICAL, PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, 11.•III, and IV. (' 1387 LINKSIDE DRIVE LOCATION Sheaf Addra►s: OF Intarsacfieg $ir+atu selwen I-95 And RAYMEApOWS ROAD BUILDING Sub•divuion SELVA LINKSIDE LOT 69 _ II. IDENTIFICATION — To be completed by all applicants In considoes6on of permit givan for doing the work as dotcribad in the obcve statement we hereby aq,se to et•le•m said +o•s a::.•ae•:r .ilk the ettaclpd plans and specifications which are a part hereof and in eccordarue with the Gty of Jaci$or,-Ta wdda cel a^a of good practice listed therein, Nae�e of Mechanical Contractors Coeareclw (►ria►) MANDARIN HEg & AIR. 1.fas►er CACA12623 Name of Property O.nar cat 3 S;geeture of OrsorSgnalure of w A.►herisad Agent Archltocl or Engineer Ill. GENERAL INFORMATION A. Typo of heating frel. �• lS OTHER CONSTRUCTION BEING DONE ON 0 Electric THIS BUILDING OR SITE? YES ❑ Gee—❑ U` ❑ Nefurel ❑ Coafrel Utility IF YES, GIVE NUTABER OF CONSTRUCTION ❑ Oi PERMIT 9q7 ❑ Ot1,w — Specify IV. MICHM14CAL EQUIPJAWT TO It INSTAt1P0 NATURE OF WORK (10"vide complete list of componeals on beth of this fore) M Residonllal or Commercial (9 Hest ❑ Spell ❑ Racassad & Central O Floor IV New Building Air Condrt;owing: ❑--R�yoo�,ms�,�S�IV Control ❑ Existing Building Dwq System: Malor I 2r-.A b4:!E' TAtekae"_�x J t U RaPlaeeme„t of existing system 1200 New Installation(No system previously installed) Matlratlm s:epacily c.fra, ❑ Ref.;gerefioe G Extension or add-on to existing system Q Cooliag tower: capacity V P O Other — Specify —_ Q F+n tpnaklen: Numbor of hee� -- ❑ Eieve►or ❑ Maalrh ❑ Ema14 for (sumbw) iH15 5IAC1 FOR OFFICE USE ONLY ❑ Ge"ho,puml+e (number) ❑ Te.1t_ (aumbitr) Roraaris ❑ LPG tce4i (*umber) ❑ UsFwod pnuero vows ❑ I+A.re Permit Approved by pet. ❑ Q?6i- — S"C4 Permit Fee LIST ALL EQUIPMENT ADR CONDITIONING AND ERATION EQUIPMENT Number Uatta DescrlpUou Model Number Manufacturer )Y Apprvvbl� 1 COND TWR030 TRANE 22 UL 10.0 HEATING I FURNACES, BOILERS, FIREPLACES ApploTtims Numb”units DesertPU04% Mau)Number I[anufttctwsr (B�TU)y Aseoey TANKS , i How Many Ncatasl Capacity TYPO Liquid Name of Strias Aproving ad sDbnal Boas Contalrlod 3Laauts:ctuter No. Kency �� TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address Barbarae*)eAcsKxxaxX*c]cs *=spdxwxw&xldasxV==btw. Please update your records accordingly. Th'pnk yo�, 1 ¢¢�� J- B UI(LDI G6c1-6 K CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA a APPro"dby APPLICATION FOR ILECTRICAL PERMIT O THE CHIEF ELECTRICAL INSPECTOR: IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECT ICAL FIRM: MASTERkELEgTRICIAN ADDRESS:�� ! �1(��C`�1 OE - RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES. APT.( ) COMM-1 ) PUBLIC.( 1 INDUS.( ) NEW I,XJ OLD ( I REW.( I ADDITION{ ) TRAILER ( 1 TEMP.11 I SIGNS { ) SO.FT. SERVICE: NEW Oq INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZE °� AMPS COPPER I ALUM. MMTCtl OR BREAKER .k AMPS P J W '�NO Y EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVtR APPLIANCES BELL TRANSF. AIR N.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS N0. 111,P. VOLTAGE PNS I _' - J MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. 1 NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER • EACH SIGN FORWARDED ry TOTAL FEES 1 a f 4M 4 pairs: Ok " permit tia S'�me /`--tf cion �- ;t Rtr Gond F eveived �,o }raL�1 _ atitn9 - He f tate i gevrer ptd; Poke s FATE _ 0\,4 dame 1trG Foo`mg � F,n21 � cad 6 t-0 " Stab FQF*1"ASPE t1 e foo}t�y 'Ned n Gi10r�" tnsutat'O �inat}nsR' ��ouPanG'y �— Ghon Made 1 ;r;s¢e CITY OF lgt- . Office of Building Official REQUEST FOR INSPECTION Date /2- Permit No. Time Received P Job Address Locality Owner's Name _ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing _ Rough Wiring _ Rough ❑ Air Cond.& ❑ Re Roofing C Slab Temp Pole _ Top Out ❑ Heating Insulation _ Lintel Final Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. rs. Friday P.M. Inspection Made Inspector ...__ ' Final Inspection ❑ Certificate of Occupancy Date PSR-W4 90 ,5 DEPARTMENT 4F BU LDING CITY OF ATLANTIC BEACH Oiun ON' I NPORMAT,I 0,0 f= ria rumber Ad r4ss " IE DRIVE C3. TLA.NTI BEAC I'rFLORIDA 311233 f � a 'k r" NEW Lt GAL DESCRIPTION "v#Etr. Type: WOOD FRAME Lot : Block° S��tac�, R ' s a d U e,'� SINGLE 'A IL' ��•a ship' R G. 0 x mrev . dost : , Total fee " . x 0 D 8/94 � " & Ott, De" I"IMB'I"NG IN NEW SI'tdOLE FAMILY RESIDENCE u � . ATION - -- ......,.- APPLICATION FEES ------ FT .,...,.. - , ACR, ..ELIOR'I DA S IMPACT EEE pwwf $ on I" ju PIP`t RMA` IOAt RADON:. $ R LUMP I N CAPITAL IMPROVE A � r "IRND �NO BLVL�� »� SEWER `A � TA "I 'LE°>: rtA°w..,, ... . CROSS. ONII^,".Et T ION $0 :,0D Cr Type 4 SES` H IMPACT EEE CONST; SUIS'°HARGE .,i. . SCHXRGE ATL BCli, + .a• NOTES; NOTICE,'—ALL CONCRETE,FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BU1LDtNG MATERIAL,RUBBISH AND FEBRIS 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 MECHAfiIfCs' LEEN LAW;CAN RESULT 1N � THE' PROPERTY OWNER` PAYING TWICE FOR F3UILDi,Q IMPROVEMENTS. IWI±D ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCAT#ON FOR OL F{3N OF APPLICABLE PROVISIONS OF LAW, AtI,»ANT BEACH BUILDING DEPARTMENT Dates$9108 0 kpt: 00"x!4 . .. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 6 r1 � JOB LOCATION:_- �E/� L Z --�------------ ---- -------- PLUMBING CONTRACTOR: ______ ---_ LICENSE NUMBERS: C i 4' ----------------------------------------------------------- OWNER:-------- ------- -----I ------------------- ------- ---� -d--- BUILDING CONTRACTOR: TYPE OF BUILDING: ------ - - - - ---------------------------- / __SINKS _ 1--LAVATORY __SHOWERS _____ A WATER HEATERS ____BATH TUBS _____ DISHWASHERS URINALS _ DISPOSALS ----- T-CLOSETS ______ __WASHING MACHINE __________FLOOR DRAINS OTHER .-TOTAL FIXTURE COUNT ---------------------- INSTALLATION OF PLUMBING AND FIXTURES •MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNSING CODE:i,, r TYPICAL SCREED OR GLASS ROOM _E 'ate w/2 �W/z y , Al.—.pan Esming res tenet Anchor Don to eMnnel with 3 u n..IOa 1/2'SMS'wdh women n N o TYPICAL GLASS ROOM WALL NOTES, anchor 1'.2'open and neoprene gosk.K/If of boCR tel -Ih lepton 0.25. t pan 3'Don 3'oluminum header U u c Q O 2'krq+n,pial 370 b,eoeh .lar roof Don anchor.ith 3. Solid roof(Wolk mew pan)"or. .pact mac.el 2'an tem tr r M.8 s 1'SMS rill,wash."per 'o" O C C oncnor to w11 with 11/2'- 1(of.on' ��10k O r •�•• n..10 SMS wilh.ashen s 1 4'-22' 2'"caner spacing anchor 2'. beam and eotumns Spy'/ , J0 o a V 0 0 m Mw 2's2's 0.040P�' beam wit tbhnrvl end knee mor.ealwnn spoeinq saei ro F zITypical) Deem wrfh anchor ceps and ToDks 384 i I_10 Wers end rosntn. : A 4 U LuLco Lu Luheight Mac.width 5362' Mr.slap width fa slob anCenter door.rOi�epva'�' prod.31/2 concr.tc. Optional conc.pelioerist•of AIV w e G ' p Kick ate bath f' LLC 1's2'.0.040 r,> V11/2 i2' 1(7'.24' To sckci front wa1 boom from r �, Q Oe rhatq varies 2•mat. Table use brgar A roM.of s• A o u � Vr 2's be- See Table 4 W/2 a W/2•o.l. o A n¢ z O Z Slab 31/2'e+n.(s.ep.ttil) z .+ O in NOTE, Akrnvram fro ne of ani ow odds saltieierd strer7lh 10 2:2'.0.04' See tnorf USE e a IlJ t tram. �� aakrnla. •W' a, a=- W 1-JL U -H- a ene.not1 3' IAa.,bean 2'.2'crass MO1 Wr.h .lob an Qfpde. TYPICAL SECTION GLASS ROOM spas table truce. ".TA�4 1's2' a LL z Slid roof r Simctaroi or pan. Vorxs no mat.(Elev.sbb or m grade.) m ' O AIam:1Nm tM.1t1p bum side3 0 24'watt Anse knee y weaned tip with wreol '_ e.nirrcrn. If reQuaed opt odd.2 .2'.0.04•tender, TPcd ('a t>Q+roe!.Typical front view!.airy, _ t not nlq v"If tvreelinq radar tiredly b head.,. • HEIGHT Or UPRIGHT IS KE&SUREO PRODS TOP o Az ;.taus tro•+►:q Or 1'x 2" PLATE TO BOTTOM Or WALL HEAH -.,I act,Greclly _ rheeder. 3/4 Kick plate U'btod.rand sh"nng. ' rw.8r1/2'SMS 3/4' 16'oneenier. - )"•' tp 3In-a 4- r- ti's Will rm Head., �� Side anal trod., fender washer_of _ � Yrryl or pass.cdow mfou per monlonwers specs. a1Wr ned to Ia2a04 4'panel oc'.P uy S slruchcvl nh /ml,.21.2.0 frard and 24 uses rvubted aun i I V2 sms. ok v tns sid.t. rod trdk-on) f'- z IIJ ' I'.2'.0.04'open fieoaer oibd.G Ahm.e throng or tin 1 an both seeks room back otlnehed to 2's 2'.2'a 3' I i to poll On s 7� ipl.,-optimal O'Dea and nnc nor some os front Post wdh ti 10 hoop.see spat- 210 c 11/Z- L z p 0o" oDo+.. AAenevrn snectrq Mal be 0.026' t2'»ns a ..6 table.Maier.. „ n screw bos_.. (if W <L # Poll fr-T loch purinad 24 as 2'a2 2'.3; m a- 0 Cru,rod ad}.p. I 3's 2 ndbr c t ��( f Side wolf pilin 2.2'.0.04 ' see spm ladles LL! J O '-"--2's seen.. onoened to 1.2 WI..ran. ____ polls t. P..Dan table. - OOrn Dat LU o tT Fns vat In ---- 2 n..10.11/2'.rru P-11t;onocrd bi 3-I I/2'n..10 SA1St _ ---- nacre.boss.s. b posh w.tn L Peat amached iD I non 2-10. eaktstan. into we.sats. I ban"wnh.sins� 1 I 11/2'n sat,. 2's t.kvsnn ( 2-.00.1112,in I I ballet. S sate boos. Dt*spm folie. Ix Uj to F1ord and side Darton 1'+2'a 004' W 40 n" 3-11/2' rr.IOSMS ) 1 lo&wd to tc opcnoock z Y into sur+s dols. — chin min.5/16'. 1 bTfanrod Q • 2.1/4'lresonp y 5/16'c 2 /4 U c CO Min 3 I/2 cone"le P„ek aCt at 6 Iron AAostaw•y gut.M z 2 yob with 6:6•geq each pmt ora 24' td 6 Iron eau+ _ W m J M.W.M.a 16"e m o.e,rna,and"IV post and 24'o.e. r J Q t, Idrml edgr of cfnof c Ino. a GLASS OR SCREEN ROOM POST TO ND POST DETAIL v BASE ATO BEAM i ANCHORING DETAIL o a CITY OF ATLANTIC BEACH Building G^iiG Znj'!,I ng PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s) : Mshne Fiman Address : 12V Linkside �br -Phone: Lot # Block or Unit # Subdivision: >dUO, LAKS,66 Contractor : �eo ell L. 0—r-eeu eof4rctC4 y' (no-. Address: 1611k Phone No:-75, 7- 2U_[ Describe work to be done: J(1rnYll.lm zyfeag �l l Present use of building: �} Valuation of Proposed Construction: �� 2S� Proposed use: ak(f- , Is this an addition? !� WIf yes, what are the dimensions of the added space: 1, ft . X -2 / ft. Will the added area be heated and cooled? tid New electrical (or increase)? 12�d New plumbing fixtures? L"J New fireplace?,�''O New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: �` � ., Date: ' ate Signature CONTRACTOR: Date: (O Q R N��G OFE��E P►of P�&QoN<<a� G�Q`PNN�NG A r�p,�jF� e CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address L, k 17 LF— Date x `(-9 C-0 Heated Square Footage @ $_per sq ft = $ Garage/Shed �@ $ per sq ft = S Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio �� @ $ per sq ft = S Om TOTAL VALUATION: SsSQ �_-- Tort l �( luation 1st $ $ 6 /J"� Remaining Value $j-: per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 .00 $ d BUILDING PERMIT FEE $^ _ WATER IMPACT FEE $___ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP S ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 37133-TEL: 247-5826-FAX: 247-6877 M'`ilk.` ATS .., C. Ard ATS Permit Number: 22154 Address: 1387 LINKSIDE DRIVE Permit Type: WELL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book; Proposed Use: Lot(s): 69 Block: Section:0 Square Feet: Subdivision: SELVA LINKSIDE#1 Est. Value; Parcel Number: Improv. Cost: # . , N Date Issued: 6/14/2001 Name: KRISTINE FORAN Total Fees: 10.00 Address: 1387 LINKSIDE DRIVE Amount Paid: 10.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/14/2001 _ Phone: (904)757-8611 Work Desc: WELL FOR IRRIGATION L.N. WILLIAMS W:,WR I 10.00 _ W Vie ,' 4 c g3. C J Ya tf fc° r ' o_ ":•,-ye �'� ." -dry ya' Ya , JE ^C iy x 4 NOTICE-' NSPECTI ST BE ReoulaSTED AT LEAST 24 HOURS PRj,&TO INS ,v CTION BUILDING MATERIAL,`ttUBBISH A D DEBRIS FROM THIS WORK MUST NOT B CED INR�IBLIC SPACE,AND MUST BE CLEARED UP,AND HAULI50,AWAY BY EITHER CONTRACTOR OR ER "FAILURE TO GOMPLY,1 im T c UCTION 1 AiV R tT IN THE PROPERTY OWNER PAYIAI.G WE OF PRDVF- Y 4 3 Ire, ISSUED ACCORDING TO APPROVE60WtimioliR A T.. F S IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISO ?!§�9 W. 11 All- $10.00/ $18.88 14 AT NTIC CH BUI DI G DEPT. Date: 6/14/81 81 Receipt: 0064925 CASH i C PSEt W41 5 x 1E,141 DEPARTMENT OF BUILDING #tt . tIr OF ATLANTIC BEAcI I 0 IISI , TIO PERMIT JNtOR Pex I� r: A d�- z: 138 L�INKSIDi ;XV Permit Types BUILDING A L SEA, x" ,TM RASA '�4zs of, Work NEW IT I WOOi~FSA tE Lot, Bl ock Pr osed Vse: SINGLE FAMILY ' r l iz� Cod ; €� subdivision. ' ��L?� LI t I�3E Estimate& Value: Ts l $2846. 48 j 48 D 91221/94 W lk Ew HOME PER L'"L t� � �� 1X47 A' ION APPLICATION, FEES --- ATE ��` ��t , � T ? ? LOIN `DRIVE SOUTH WATER 1NPA SEE �� 4 3� .0 - �. " ( ISL21 6 ' +43 L r3 r 4 w T AA tRAI + Pt "CIAO"` R. �7 ,8 3t v AT O>I ON CAE 5% O .'41 d ti E ESTA` CAP'IT,AL $325 —,, U� JACE ILLS< PL32216CROSS ONN9,CTION '4xc. - 4 =P .x " 4., � � .. E 'TPA FE ; ,NST.SURCHARGE "; 2 COTES ' ;k> I v - NOTICE—ALL CONCRETE FORM"S ANO FOOTINGS MUST SE INSPECTED BEFORE.POURING 77 17 PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE *' BUILDING MATERIAL",RUB ISH AND DEPRIS FROM THIS WORK MUST NOT BE PLACED I,N PUBLIC SPACE,AND MUST BE ,. ' "CLERKED UP AND HAULED AWAY BY"EITHER CONTRACTOR OR OWNER :',, F AILURE TO COMPLY WITH THE-MECHANICS' LIEN LAW CAN RESULT IN IWE PROPERTY O111M'NER'PAYING TWICE FOR BUILDING 100146VEMENTS." ISS4ED ACCORDING,TO APPROVED FLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO;REVOCATION;-FOR 223 11IOLATION'OF Af L1CABLE PROVISIONS OF LAW, r 0060("11000,000m *705y 00 14 ATLANtIC B ACH BUILDING P TME 4l Cpl. 1 7 + Irl NANCIA%DRINTINC Q N v7 N I N Mice of commencement (PALPANL IN OV►LICATL) To whom it may concein: The undersigned hereby informs you that improvements will be made to certain real property, and In o accordance with section 413.13 of the Florida Statutes, the following information is stated In this NOTICE ,� OF COMMENCEMENT. U ...�- G h Description of property _ ................. __.S � .__C /_1J_ S� ___ ------- -------------------------------- Q According to plat thereof -_recorded-in -plat; hook �Xpages� +: ------- --- -._.--- -- ---- -- - ------- of the current public records of Duval County Florida. General description of improvements >+ Construction of Single Family Residence with Garage on concrete slab Q --------------------------------•------•----•-----------.............-----•--•----------------------------. Centex Real Estate Corporation Attn: Arthur Day Owner -...............................-................................................---------------- ... a 6620 Southpoint Dr . S. Suite 400 Jacksonville Florida 32216 Address ------------------..........................4................................................ Fee Simple pOwner's interest in site of the improvement .............. ................................................ o Fee Simple Title holder (if other than owner)• ..............................:............................... N Name ro Address b x sgme as owner Contractor ------------------------------------------------------------------------------------------------- hAddress ------------------------------------------------------------------------------------------------- 41 Surety (if any) -------------------------------------------------------------------------------------------- uAddiess -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loin for the construction of the improvemegts. Name -----------------------------........................................................................ Address ---------------•-------------------------------------------------------------------------------- .�-_• _t _--•-- ...t.>t. .1,. heu Af Flnri�i� n�},�r rhjn i JMIAiE. 8eslon2fed by owner unon whnm notiem or other documents CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address l R, Date �� ^/�y Heated Square Footage �7 @ per sq ft = Garage/Shedper sq ft = $ Z Carport/Porch _1 ,@ $ /5 d� per sq ft = $ !4/ Deck @ $ per sq ft = $ Patio D�c��. ,0 @ $_ &7 per sq ft = $ TOTAL VALUATION: 22Sys'' ala od d far cY� Total Valuation 1st Rem ining Value $/-3.4CJper thousand or portion thereof TOTAL BUILDING FEE S C 77 + 1/2 Filing Fee ( ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $ y�O• SEWER IMPACT FEE $ Z WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP $ (IL41) RADON (HRS) .0050 S -7.83 _ q-� SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION (LbqSURCHARGE . 0050 $ 7 0 _ OTHER $ GRAND TOTAL DUE $ oZ,B 416•`7'8 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey other CALCULATIONS and/or NOTES: jt k 'x ,y CITY OF :'ROPERTY DESCRIPTION1(1�( A `f ��cG G�C�tlls — 7�ozic�ct 9 " 'M G,ig L _' �,_i :' 716 OCEAN BOULEVARD -ot I►_�_!___Block •__•�___Section I________ P.O.BOX 25 l_ ATLANTIC BEACH.FLORMA 32233 iubdivisaions C� �` �e- TELEPHONE0041249.2d95 'street !tame 1 DESCRIPTION OF WORK )r Addreas s_��_ .�� N K S 1 Q, e-•__ �. It in a FLOOD HAZARD 'lood Zones_,�_______,—_area complete page 3. Brief Descriptions'sw t- Clans of Works (New/Remodel/Addition)__��_____ :0NING INFORMATION Type of f Construction s�Ll vj ^ :oning Proposed V sistrict s � _Usse s Estimated VSlue g_M________________ :xceptions or Materislas......................... ariances Granteds _ Solid or ----------------^--- ------ Filled �a Root Grounds C"Z......N� e OWNER IHFORKATION h Method of Hastings Property Ovner s •-�e�,c ��-�'�_ S'_` -S'�_-_-----�_ Plsone s_?_ q _ j�/ Mailing Address_ �� s�©a'`f lrt �• � Zips 50 CONTRACTOR INFORMATION Contractor to Pnone:_Z Mailing �r �� Address Irp�- .'7C1 @� O A_i P --------------- 50 AJ Expiration Licanse Numbers____ C O �� _ Dates I HER[tty CERTIrY THAT I HAY[ *CAD AND EXAMINED THIS APPLICATION AND KNOW TUC SAM[ TO &E TRUE AND CORRECT. ALL MWVZBZONB Or THk LAWS AND ORDINAHCE9 GOVERNING THIS TYPE OF WORK WILL at CON►LI[D WITH. WN[TN[N sr[c:r2[D MER[IN OR NOT. TUC GRANTING OP A PERMIT DOCS NOT PRCSUME TO GIVE AUTHORITY TO VIOLATE ON CANCEL THE PROVISIONO Or ANY rEDERAL. STATC OR LOCAL P.UL£5• REGULATIONS. ORDINANCES. OR LAWS IM ANY HAUNCH. INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORNANC[ Of CONSTRUCTION 0► TN[ T, I UNDCOSTAHD THAT TH[ ISSUANCE OF THIS ►[wnlT :5 CONTINGENT UPON TN[ AROVi in Is t IMO TRU AND CORRECT AND THAT TN[ PLANS AND SU►IORTJwG 4.l,rj DATA HAVE OECR OR SHALL PC PROMO A8 EouIRE •l Owner Signature _-- -_ - -__ -__ Data__�t y -------- ----- ` t ' Date_ (9�7 � r��Y";y,•1-�� Contraatnx Signature — --- ---------- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. �L BATHROOM GROUP CONSISTING OF _SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) / �- +WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) /BATHTUB/SHOWER (2) _,-- URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) _,ZFLOOR 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) ENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _,L'BIDET (3) ----URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) —,'-�JRINAL, PEDESTAL, SYPHON JET -,-- DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY I ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) �AVATORY, SURGEONS (2) JACUZZI (2) 1 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH JOB INFORMATION FLOODPLAIN DEVELOPMENT INFORMATION Type of Developments----Ei->------------------------------- Flood Zones---x �— Required Lowest Floor Elevation* If building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be wade and no certificate of occupancy will be issued until the survey is on -file with the Building Department. COMMENTSs. Applicant Acknowlwdgements I understand that the issuance of this permit is contlnV*nt upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I *prow to comply with all applicable provisions of Ordinance No. 23-7-11 nandl other laws or ordinances affecting the proposed develop 1 -__Applicant's Signature- ---------- -------------------------------------------r.-------- Department Use Roquired Lowest Floor Elevation As% Built Lowest Floor Elevation _________________ Survey Filed with Building Department ----------- --------------------------- ______--__ ----------------------------------- Building Department Representative page 3 a 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 :69 SELVA LINKSIDE ADDRESS : 1387 LINKSIDE DR CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida. + Jacksonville - ----=�- - - -------- ---- --7-- --------------------------- North - ------------ --- -------- 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 25404 .98 STRUCTURE SENSIBLE 12917. 19 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 17097. 19 TEMP.SWING @ 3 DEG. : 1 .00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1270.25 DUCT GAIN 2009.72 TOTAL LOSS/BTUH 26675.23 TOTAL SENSIBLE 22106.91 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 5335.05 20% SENS.OVRSZE FTR: 4421.38 ACTUAL + 20% OVERSIZE: 32010.28 ISENS. + 20% OVERSIZE: 26528.29 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh ------------------------------------- South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 East Double Clr Drapes/Blinds 1 10.00 290.00 460.00 North Double Clr Drapes/Blinds 1 18.00 522.00 288.00 North Double Clr Drapes/Blinds 1 18. 00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 West Double Clr Drapes/Blinds 1 15 .00 435.00 690.00 West Double Clr Drapes/Blinds 1 15 .00 435 .00 690.00 North Double Clr Drapes/Blinds 1 18.00 522. 00 288.00 North Double Clr Drapes/Blinds 1 4.00 116.00 64 .00 North Double Clr Drapes/Blinds 1 4 .00 116.00 64 .00 Infiltration : Winter Htm ( 26.48 ) x 186.00 4925.28 Infiltration : Summer Htm ( 6 .43 ) x 186.00 1195.98 --------- --------- --------- Window Frame : Metal SUBTOTALS: 186.00 10319.28 6307.98 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1228.60 4422 .96 3071.50 Wood Stud - Adj. 11 169.90 611.64 288.83 --------- --------- --------- SUBTOTALS: 1398.50 5034.60 3360.33 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417.36 78.96 Infiltration :Winter Htm( 26.48 ) x 39.80 1053.9 Infiltration :Summer Htm( 6.43 ) x 39.80 255.91 --------- --------- --------- SUBTOTALS: 39.80 1842.96 444.07 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1753.00 2278. 90 2804.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 183.00 Lin.Ft. 5929.20 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 25404 .98 20097. 19 ------------------------------------------------------------------------------- 4 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 69 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1387 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1647.00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) lOa-2 R=11.00, 1228.60sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 169.90sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1753.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: CO_At -� compliance in accordance with Section DATE: F-1Q-QV 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:- Y/y-- DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 69 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1387 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_I 21_1 3I_I OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5 . 1647 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2. Wood frame (Insulation R-value) lOb-2 R=11.00, 169.90sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: 4s IQ-9,/ 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: eQ.c.,- BUILDING OFFICIAL: DATE: DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .9 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 -------------------------------- The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear ( -------------X------- ) INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 ( --------------------X+ R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- ) AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 (X-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX--------------------) WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.93 1 ------------X-------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- 1 0.40 0.80 SolarEF. . . . . . . . . . . . . . I ---------------------� OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder �O Address:�,;1-0 -goe��ctc /�, S. Signature: (� jeA A,> Date: City/Zip ,,, --�,� A0 3a3� c. Florida Edergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ******************************************************************************* SUMMER CALCULATIONS BASE ___ __= AS-BUILT --------- ----------- GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- N 98 . 00 65.8 6448.4 DBL CLR N 18. 0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38. 3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 4 .0 38.3 .94 144.0 DBL CLR N 4 .0 38 . 3 .94 144 .0 E 10.00 65. 8 658.0 DBL CLR E 10. 0 79.7 .95 757. 1 S 24 .00 65. 8 1579.2 DBL CLR S 24 .0 66.2 .91 1445.8 W 54 .00 65.8 3553.2 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,647 .00 186.00 1.328 12,238.80 16,255.89 9,819.76 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 .9 1105.7 Ext Wood Frame 11.0 1228.6 1.70 2088.6 Adj 169.9 .7 118.9 Adj Wood Frame 11.0 169.9 .70 118.9 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 1753.0 .6 1051.8 Under Attic 30.0 1753.0 .60 1051.8 FLOORS--------------- Slb 183.0 -37 .0 -6771.0 Slab-on-Grade .0 183.0 -41.20 -7539.6 INFILTRATION--------- 1647 .0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 --------------------------------------------- TOTAL SUMMER POINTS 25, 110.58 18,846.73 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25, 110.58 .37 9,290.92 1 18,846.73 1.00 1. 100 .340 .860 6,061.86 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------------------------------------------------------------- N 98 . 00 -10 . 6 -1038 . 8 DBL CLR N 18. 0 7 . 3 1.09 143.2 DBL CLR N 18. 0 7 . 3 1.09 143.2 DBL CLR N 18.0 7 . 3 1.09 143.2 DBL CLR N 18.0 7 . 3 1 .09 143.2 DBL CLR N 18.0 7 . 3 1 .09 143.2 DBL CLR N 4 .0 7 . 3 1 .09 31.8 DBL CLR N 4 .0 7 .3 1 .09 31.8 E 10.00 -10.6 -106 .0 DBL CLR E 10.0 -9.2 .85 -78.2 S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654.3 W 54 .00 -10.6 -572 .4 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12.0 -9.2 .85 -93.8 DBL CLR W 15.0 -9.2 .85 -117.3 DBL CLR W 15.0 -9.2 .85 -117.3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- .15 1,647 .00 186.00 1.328 -1,971.60 -2,618.73 -375.03 ------------------- NON GLASS------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 2.2 2702.9 Ext Wood Frame 11.0 1228.6 3.70 4545.8 Adj 169.9 3.6 611.6 Adj Wood Frame 11.0 169.9 3.60 611.6 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1753.0 1.2 2103.6 Under Attic 30.0 1753.0 1.20 2103.6 FLOORS--------------- Slb 183.0 8.9 1628.7 Slab-on-Grade .0 183.0 18.80 3440.4 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8 ------------------------------------------------------- TOTAL WINTER POINTS I 17,090.43 22,906.83 ------------------------------- TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 17,090.43 .55 9,399.74 22,906.83 1.00 1. 100 .500 1.000 12,598.76 ******************************************************************************* 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 .93 1.000 3599. 3 1.00 10,798.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ + __= AS-BUILT ------------------------------ COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9290.9 9399.7 11409.0 30,099.65 6061.9 12598.8 10798.0 29,458.62 ***************** * EPI = 97.87 ***************** SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :69 SELVA LINKSIDE ADDRESS : 1387 LINKSIDE DR CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geogra,phical. Location : Florida ( Jacksonville North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 25404 .98 STRUCTURE SENSIBLE 12917 . 19 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 17097 . 19 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1270.25 DUCT GAIN 2009.72 TOTAL LOSS/BTUH 26675.23 TOTAL SENSIBLE 22106.91 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 5335.05 20% SENS.OVRSZE FTR: 4421.38 ACTUAL + 20% OVERSIZE: 32010.28 ISENS. + 20% OVERSIZE: 26528.29 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 East Double Clr Drapes/Blinds 1 10.00 290.00 460.00 North Double Clr Drapes/Blinds 1 18.00 522.00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 . 00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 4 .00 116.00 64 .00 North Double Clr Drapes/Blinds 1 4 .00 116.00 64 .00 Infiltration : Winter Htm ( 26.48 ) x 186.00 4925.28 Infiltration : Summer Htm ( 6.43 ) x 186.00 1195.98 --------- --------- --------- Window Frame : Metal SUBTOTALS: 186.00 10319.28 6307.98 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1228.60 4422 .96 3071.50 Wood Stud - Adj . 11 169.90 611.64 288.83 --------- --------- --------- SUBTOTALS: 1398.50 5034.60 3360.33 DO O R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 26.48 ) x 39.80 1053.9 Infiltration :Summer Htm( 6.43 ) x 39.80 255.91 --------- --------- --------- SUBTOTALS: 39.80 1842.96 444.07 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1753.00 2278.90 2804 .80 FL O O R S-------------------------------------------------------------------- Slab on Grade 0 183.00 Lin.Ft. 5929.20 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 25404 .98 20097. 19 ------------------------------------------------------------------------------- Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 69 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1387 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_I OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2. Wood frame (Insulation R-value) lOb-2 R=11.00, 169 .90sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099 .65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 ,, e this building will be inspected for PREPARED BY: QAA-b"p� .M compliance in accordance with Section DATE: 4:;-- / (] - 4q 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: & DJl%.A(,Q ,`0 BUILDING OFFICIAL: DATE:- V Q DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 . 9 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- ) 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 AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . . 10.0 IX-------------------- ) HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 ( X-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.93 1 ------------X-------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:-Z, �jt,�`�-�.py; 1�r Signature: 01 -Q jj�� Date: S-/0-9y S . city/zip 2 LkCtMUi IIe , f`1 3)�I Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 69 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1387 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7. 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O. Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 169. 90sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1753.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13-Cooling system 13. Type: Central A/C SEER: 10.00 14-Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: CAN-lA..4tz4 � compliance in accordance with Section DATE: - to- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: 4LQ�10 BUILDING OFFICIAL: DATE:- Iy-ON DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 69 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1387 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_1 3I_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area' and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2. Wood frame (Insulation R-value) lOb-2 R=11 .00, 169.90sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753 .00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: '1�6- IU_ qy 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: C 0 -ftt > BUILDING OFFICIAL: DATE: -qq DATE: SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 98.00 65 .8 6448 .4 DBL CLR N 18.0 38. 3 .94 648.0 DBL CLR N 18 .0 38 .3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18 .0 38 .3 .94 648.0 DBL CLR N 4 .0 38.3 .94 144.0 DBL CLR N 4 .0 38.3 .94 144 .0 E 10.00 65.8 658.0 DBL CLR E 10.0 79. 7 . 95 757.1 S 24 .00 65 .8 1579.2 DBL CLR S 24.0 66.2 .91 1445.8 W 54 . 00 65.8 3553.2 DBL CLR W 12.0 79.7 .95 908.6 DBL CLR W 12.0 79.7 .95 908.6 DBL CLR W 15.0 79 .7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1, 647.00 186.00 1.328 12,238.80 16,255.89 9,819.76 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 .9 1105.7 Ext Wood Frame 11. 0 1228.6 1.70 2088.6 Adj 169.9 .7 118. 9 Adj Wood Frame 11.0 169.9 .70 118.9 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 1753 .0 .6 1051.8 Under Attic 30.0 1753.0 .60 1051.8 FLOORS--------------- Slb 183.0 -37 .0 -6771.0 Slab-on-Grade .0 183.0 -41.20 -7539.6 INFILTRATION--------- 1647.0 8.0 13176.0 Practice #2 1647.0 8.00 13176.0 TOTAL SUMMER POINTS I - 25, 110.58 18,846.73 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25, 110.58 .37 9,290.92 1 18,846.73 1.00 1. 100 .340 .860 6,061.86 ******************************************************************************* WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 98. 00 -10.6 -1038 . 8 DBL CLR N 18.0 7 . 3 1 .09 143.2 DBL CLR N 18 .0 7 . 3 1 .09 143.2 DBL CLR N 18 .0 7 . 3 1.09 143.2 DBL CLR N 18.0 7. 3 1.09 143.2 DBL CLR N 18.0 7 . 3 1.09 143.2 DBL CLR N 4 .0 7 .3 1. 09 31.8 DHL CLR N 4.0 7 .3 1.09 31.8 E 10.00 -10.6 -106.0 DBL CLR E 10.0 -9.2 .85 -78.2 S 24.00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 .3 W 54 .00 -10.6 -572 .4 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 15.0 -9.2 .85 -117.3 DBL CLR W 15.0 -9.2 .85 -117.3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 ------------------------------------------------------------------------------ . 15 1,647.00 186.00 1.328 -1,971.60 -2, 618.73 -375.03 --- ---------------------- NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 2.2 2702 .9 Ext Wood Frame 11.0 1228.6 3.70 4545.8 Adj 169.9 3.6 611.6 Adj Wood Frame 11.0 169.9 3.60 611.6 DOORS---------------- Ext 21.0 12 . 3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1753. 0 1.2 2103.6 Under Attic 30.0 1753.0 1.20 2103.6 FLOORS--------------- Slb 183.0 8.9 1628.7 Slab-on-Grade .0 183.0 18.80 3440.4 INFILTRATION--------- 1647.0 7 .4 12187.8 Practice #2 1647.0 7 .40 12187 .8 TOTAL WINTER POINTS 17,090.43 22,906.83 TOTAL x SYSTEM - HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ---------------------- ------------------------------------------------- 17,090.43 .55 9,399.74 22,906.83 1.00 1. 100 .500 1.000 12,598.76 k ******************************************************************************* 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 .93 1 .000 3599. 3 1.00 10,798 .00 SUMMARY ******************************************************************************* BASE ( __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9290.9 9399.7 11409.0 30,099.65 6061.9 12598.8 10798.0 29,458.62 ***************** * EPI = 97.87 ***************** SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :69 SELVA LINKSIDE ADDRESS : 1387 LINKSIDE DR CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location Florida ( Jacksonville - North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 25404 .98 STRUCTURE SENSIBLE 12917. 19 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 17097 . 19 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1270.25 DUCT GAIN 2009.72 TOTAL LOSS/BTUH 26675.23 TOTAL SENSIBLE 22106.91 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 5335.05 20% SENS.OVRSZE FTR: 4421.38 ACTUAL + 20% OVERSIZE: 32010.28 ISENS. + 20% OVERSIZE: 26528.29 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- IE 3�'. N-7 BrEG P py Ats7 a+i•II �Pfc -r7/ IF 39 f •1S t'G -- T—// IFJI(y1` •17 bt Fc 2A sJ.�•g 2Rx.dARIaG. 7= T R1 87-d' 4PtG 7'- rEu3�Ln?1l n T- �o B' 7-5 s ' TI•cs T rl 3 7-3 ' ' -- NO L Do not ad or alter trusses i 1 JC V J�7 witAout written Permission r from True Truss. 41'- C Ml'IDaJ { HANGERS 2 Tresses sin be built in fE 2f' NO.Fc�He I 2 X 6-8 stria accordance with this fe 2' ta- o, 2 X 18 layout APProred By: .............. 4X18 Date: .................... i CUSTOMER Gff JOB NAME 370x•- 'Lr i �. Q� •I-01 ...iw.,IOLOMorJ lu o _��_9, RUE TRUSS 641.0166 ( ( IMFDRTAU' LJD7E 00 RECUTIOR Or LATOMT 1 TUMS, ALL"AFM ARE AwtteaTO CALL TRUE Tom rOR i o....a.,r.r. `/ .� b•� n*Tm trsTitiviow suit KmNI Or tRIISSEs. {Of 08-05-1943 S I Z E ANA 31.."Y S JL i 11:15:42 TRUS JOIST MacMILLAN (MAST si:-S1001) MARL 1. ROSE (SOIOD) Project tale: CE17E1 10XES - PLM 13708 A 6 6 Page Title: GARAGE DDDR HEADER ---------- TJSising=" i3.40 ---- laildimg Code HI ---------- Type of Sale Distribution •---• 1193040417 ---------- lpplicatioa: Deflection Criteria (MR) Member Ise............... RUDER Roof (non-snov load, LDL) LL Dtfl TL DefI Member Top Slope(In/ft)... 0.000 Stress Level............... 1331 Spas 1 L/240 L/180 Roof Slope(In/ft)......... 6.000 Live Load(psf)............. 31.0 floor Decking............... 1/A Reid Load(psf)............. 17.0 Repetitive Member Ise....... 1/1 Partitio WWI) 1.0 leisforced Overhangs........ 1/A SPECIAL LOADS: Live Load Stress Dead toad Vidth Starting Point to End Add/Reel I I1If(plf) 360 b31 130 11'- 0.00' S'- 6.00' from Lt Repl 2 TRIl1(plf) C/ 130 1331 0/ 80 51- 6.00' 1'- 0.00' from Lt Repi 3 C01C(lb) 1800 1331 1140 S'- 6.00' fro Lt Add 16" TJI(R)/96 JOIST IV- 6.00' ' ---------------------------------------•------- S I Z E A 1 1 L Y S I S ---------------------------------------------- IMPORTAIT! The analysis presented below is output from software developed by Trus Joist raclillan(TJM). Allowable product values shown are is accordance with current TJX 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 revieved by TJX Engineering. Design assumes adequate continuous support of the joist compression flange. Veb stiffeners are required at bearing 1, 2; and special load 3 Bailin Design Ulovable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span I under 1331 stress TOTAL Load Moeat(ft-Ib) 25033 25033 < 16115 1051 MID Span 1 under 1331 stress TOTAL Load Live Defl.(io) 0.614 < 0.825 L/323 MID Span 1 ander Live Load criteria Total Defl.(in) 1.004 t 1.100 L/197 MID Span 1 under Total Load criteria Span I An. Reaction Total(lb) 4573 5435 Live(lb) 1798 3319 lsswed.Brg. Leagth(im) 3.00 3.00 Mat. Iabraced Length(la) 4i Copyright 1993 by Trus Joist Madilla, a limited partnership, Boise, Idaho. TJI111 is a registered trademark of Trus Joist MacMillan. TJSlsingT" Is a trademark of Trus Joist MacMillan. r jOtAS USS r-OR �-�-- he5e speclflcatt�S., Is ed above. En infer whas of ect nam artment for the prof rofesslo th eclftcat{ons alble cher9e °f and d Rules of the Fiorlda Cep list of truss ap ter 471 ,! ted beb�+�► Bre en repared un�lor da S elute Chap The numbers 11s heVe be P with attached heTewith andsheet lr► accordance ficl oq this In Ula lon Chap ter 21 pro,ssional Reg ;lll1 of 1 11 2Of2 1 1 M �fRf 0��.✓ S VA.L M So INK VICVsls 0110811011 V*M1 M eomwmvt ALAtts at"M IIMIALLU$V"f&CMLI M a ""a muton Is 1"\1041.1 is Immuo IIIA"IMAKII v 171 �" INDICAMS LAICAML MAC"2110044 t1s4 a►w.l IL as M1AtMUM MIshos s0Uft0►t. M QOM"of iMt.mtw1. 3010011CM,LSAOtws 00 MWIMAMT1tM, 14 SUSTAUATION 00 sWtTtw♦ uK IMMM VIAYW[M. APO •NIGR l MASUA69 JUWM 0*664 &A.7U►Mts UM r Is►s1MO/LIM AN iMf IMM OMO O is SMO tM lid foo bM*610AL As LATsRAW IRAM 4IINtw Sv 7M- 44PP 71M T 00466 trala K a" In Actopo*MX•►1.1 At111s7 Am"do to Ins&ANSI VI1I411 o wa MM now$Lv Asow A so"""M I LiC1. MIN, &tAhdrs ss W443 N WINNING 7►AM At 7'-4-s.6, V~ lot awtMs AND 6wil7t1 TROlICA1164. AL Otstss STANNAM RaIISHO M iK 01011001Ax MAS"M"4VAL 1L e" USC SSA#. no M n14 an 0".�• tM Iwtf MUGM Os►/TPsI to OICYKA 1 tot state►wettflc#+ .31 o1100MIS ASSOCIATION. IMt. sOtJ PUS WUS 111 1141 spies ewe SKILL a LAMIA"T$411010 Holl"al, iS**FOR 14TAL DIAls C"ect"7006 wms AIM i o1HM Is"to sN CFM►ow"M ILAtss OLV. w 10"I^M 11141 Mss MOO"P"be IMAGING 11100" sit-od".I O vi"M V.0ctwi wil"as VACCO At IV-*- @wxITV StAncio"son t ULM. deloo/LAI"sttts All("M ON Af10L►0 In•L7. M WAS M1ANId. 11Mt&"IICM ANO UK t71M.1 COf001 O.0 $W.I. Its 00 1K.AKSS M Us SOL"rAT M OUT M MOVItO 10 w►MAY. .solos INis ions Am WO w w.Alas N O mss. WIN tats Mfla. $At ® 10411uia swum MA11010. s two, sD walls 1. 000d Web Length Maximus deflection occurred at bottom joint 05. -CONFIGURATION G LOADING SPECIFIED BY FABRICATOR. its turned 90 deg. Maximus Live Load deflection of .19% Index-.335. (L/f072) -PLATE TOOTH VALUE•REOUCED.BY 15%. /pical Panel Maximum Total Load 0efiection of .2610. Index-x,307. (L/781) -HOAM STAON49ACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - 1 PLF of en rI M to M ♦ w tit Ii 49to to in 1 0 is s 14' In M fn Fl ITS txs �. t j R-1O16 Ih R-lOfB 1 (3.5) 13.51 L HIS TAUSS ANALYZED WITH PPU3 OACES (Left-to Right) OP -1273 -2950 -3850 -4033 -3489 -2209 0 ESS -1009 1329 -1322 620 -780 371 -333 -98 137 -559 598 -1041 1087 -1029 -104 7 0 2309 3560 4110 3926 3023 1339 A Division of PLAT# TYPE* e.c. MACINO LOANNO OW) TcLW"" 111'1j-JV4.' GAAAGE HEADEA " --ft WITS Via V-2000 2-0_0 40 2-►1x2 n2 Oe SP LL C10 SC IUM "1-4x2 A2 Oe SP two. roll TAtJBt INC. Program mesa 4x2 A3 SP ice' MASTER.- AT%6 OCT 1992 h to L~ass.K M Illi 91"10100 spow Atlas, 0 COYtatw NLAIIM SWLL r OOTAL►AS I 4101CALLV M M TNS Otsl*N to AF0.ICAKS t10 smo"as MwN TAusUs a t01' .06' TOICATCS tattwAt swim wow I114•0w,f wall& Ala 1 AIWA1 00fs1Ne CALM, 0&0131 flOT IMS Jw. 10SNKICK t*rolr*YO CO/ISMAVIOI. - 14'1NOTAUNISM me Calicos"or T.* I= Rwwtrl. aO Is V IItwMC&Lswt CIOs TrtA M AL MDIs MO N tOV ON"MIICTS NR IMI KOOMOIO 1*sms so its Is►6101110 SmLL A 41Al14Kt►aum tlllfA ti SA, lammNwr MAtlm be"K-Olt i4 ActweAmat 0109 FOR Ots1A 04 SAM IM be"Mgt 001t11111 OF t9t w- 111 01 V~A rant owe Vtla. OIC.) Y41WM M MACAW WJWK VAC20 Al s*tet•C.C.� DOM" Irl 1wlCISS 00 9011010"Pu t1un9► s . 9a IIOt SCSIM*$100,401 Aat ate A Id AA/IONAL 4 16Iq*JFFNSYAt NAArNK We#%A htl W" a Sea Wn Af. . 1M .141*t6109 COWOw10 Is CUYN40 10-1 Gluts VKiFICA- fewst 0"XI C1t Ass-CI►t1M. Ms. COOL FILE-NtsC Oil T9I MOTION DOM Wilt K WIPMUT 1^41131 1111411 91.. 1010110 Fa WIN,0.Att Col"C119 oft tlNsts Aro M twas 99210f IS UM ON RAA►WOO M PLANS O*T, to AIS MM Me COIN Ouse"to Te LOMOO Iron air 01110.1 MrNALL M MKIMs 06104101 S►AC KO At w*W SN►IITY SIArOMOs FOR ISMIKS. 31 Co"Wo4 It,At1S usas w a""sM AUK OOrtta OA.T. ON TOS 040100. I4SIAL&AT101 ANO UK OW&L COMM" O.0 403-1. . TM 00 asm1A w INC I^"KAY K an M►01OIF110 IM Aw Oar, 4 Ca"CtON ItA9t am ON*1001 M M. axis MY 0 ON. CIIM IMI-0O1104 171 ® I00ICATU stA41110 LOCATION. AXIS ItCA. OV I10sl2 1. -Odd Mob Length Maximum deflection occurred 6.720 from the left end of bottom panel [4. -CONFIGURATION t LOADING SPECIFIED BY FABRICATOR. -Plats turned 90 deg. Maximum Live Load Deflection of .234% Index-.414. (,/871) -PLATE TOOTH VALUE REDUCED BY 15%. P-Typical Panel Maximum Total Load Deflection of .322% Index-.379. (L/633) -HOAtZ. STAONG8ACK3 PEA PCT-80 SECTION 800AEO. Total quantity of trusses - 1 PLF DI in X 1*n M n to Ixn cn to IxCI X X x x x x x x x x t x x ID to N to N In (Y In N In (V t0 14- 01 n tGto In W 1 1 11x7 In j p I IIti R-1568 to u-) A-1568 13.6) (3.5) TP-31' IQ L MIS TRUSS ANALYZED WITH PPSA3 DACES (Left to Right) OP -2280,--2280 -5182 -5182 -5617 -6617 -6617 -6517 -3182 -5182 -2280 -2260 ESS -1533 2653 -249 -1975 1529 -219 -1088 645 -219 -218 -216 -219 645 -1088 -219 1529 -19754 -249 2653 -1533 OT O 3916 6063 6798 6083 3916 0 CLAMP A DiTlslea Of RATI TYPE: D.C. SPACING LOADING ~1 TC alsr[IO DESMI►TION 2-0-0 2-4x2 02 Os SP "INC [GREAT SOU MUESTCPOI iso V-2000 40 16'11=3/4.' GARAGE HEADER A te0f i. GREAT e0YT1yKfT IO1MY. 5.0 LL 7C10 SIC LUN"02—.1x2 d2 Oi SP two. FOR GRAND PRAIRIL Tx 70001 OL TC 0 TAUS TAUSS INC. O CE Program (8141 460-3840 LL R�CC. well .1x2 03 SP NNEneEn tNyss PLATE INiTITNT[ 1122 at 3378 TOTAL 5 PA0'mct MASTER ATt6 OCT 1992 Scut EXCEPT AS-NAY sE NOTED l 5 • - i TRUSS SPECIFICATIONS FOR Centex 3708 A "ILe numbers listed below are a list of truss speci6cafions for the project named above. "Mesa specifications am attached haraw►iffi and have bee®prepared under the respoasible fharge of the Professional Engineer whose seal is affixed on this index sheet in acoordance with Florida Statute ChapW 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. n .15416 W19 Itay.2 3/23M n 6 Y 16 5416 6019 Rev 541 Y 5416 Rev .15416 f1key.2 3123M n f V o1 IS416 IZ2fIV A 13416 Mf 19 ft#y,Z 3123M 16 14019 \111NLSiI1Hi�j� 6 t e, t > -15419LIM19 SN6 1 1 _ r n506 19o(19 ROV-2 M23193 ' un�n�H iN Q t } N Fars AWLS of 6T St www oft 0"wi l slaco'J. r CV041,1111 MtAit 610ta s M4fataAS 24If/SItftL•W ft. Ata IO1a100 OOOM 00IR110s e36esfD TO K CONlrwaaa. I a y I041bltAM3 I AIO..L aw0t ra IIRMnnr. Iota Nb,P -.111 wo 11A I.A/NtM 1130Wft CABIOd OR IZO-0.a1 W A31-0 6^Qtn S.CI1.P 1.5r 4444 fa•Lard 214A►1a1t4 a/,r" ►w 01161wIA►1ae•i 04Cal/AI 1 *4 MAIL /100MV601• NL as O Orano MLarOLE Seem/Matti W aaaafs-am 16 Pip OOV S/L els NAC aW ItCi1M"I,Y 0K401 weft @AM*" J AAA.4014 MIS90PS!►aQS K' A a TH.I. #MOANw ia.twR a.b.AA NO 0104 M acayWQ vita /411%1[SI.1l OR SISES as K/amid gIR164a w 2 I.IR 0w- 64"Mt Aaf.f A ARNIM JaWNW JnrD!r31Ei AI.AAa 11a mal IPI 411ICA.01 AL 4011C:IKft 0•JLICA1104. a d 'iL ti@Suo SO�O.&MO EASKS Ala . a be a .14I.a /. 1-MA a OAL IfA6EA -IRC ZAK IML IO 191L Oft II aLL.=SONSSISM Crfii ALOMM AsuA &N of 4201109"i4'93. WS QSIO.t'w#~"L`J70N MI 01.113A S1ECIfIfA- a word /1'I1Pog/s LS;mia►Ia1 tEN, EOGs THE 0M17J OI+CM 1.IIbe" S-S' aMI a 0%1a10C4"J 1MOw. I V. 1144h,i?09194 Aat[{LLt:Ids MCA.{9436[!MO of laps/1'ftPS IS OOs O yaIR.ItAAet1O•AAlU CIA. O P..IS SOAra 001 alEw CESr04D PV.111 IiIAO!lfaw a1s1 a aaAMt It.OW1141,IMASI-S SWAM a1 N-a.['. Oat 110 SI waNloi 100NAMt. 7 (0I[001 stAIn SI►a am %am a.AAIa►Ha"s 01- 1w lwls OIISSIK 1+69laa-110e.K-a %baa hSf.xm ua*-. Wam.0144 I1.CPvaSC .0 0fa-a V 114 I0eAs u.IC CII a oa4VrOS N0 Iwo Ma. I COsa:t601 aLAiC Slays r1 c t1la 04 IR606. .Asko"1441, 144100 1t0%143100 .! ® 1.01.0ICS i aAac.xA11:w �.0- 1Ms:CAL .wtA Pro:AAE 1110aS/S ►IIQN DA4110 9400DA f M 0416-* IwINA l.:Ik Not 441 ammalum to I.a 6 MIS IEStfn IS ANN ICJLA 10 SVOMCP V&S ukdo S NO I01:f1th or IM AMIE fat .A/-fl IM/91III00047124 A.aCOMA It 11.Nbin. ._ IEEwtilt aA110G Ara c.afIgeAt19N _- D1 Y M1141; SKCIVIFQ to FAolcAgba -smikadIL Mtalu%if^OwLt[ri Iflums IS P sicastB411f Ot FPaWICAKP. -it.IS SIU IS OES1.4a9 4/f /OSI 10* iGAOS 50LIWA f10/ISIDI10P he PREVE1111OC aF IV#",1 1161 AC MM MO IS IMI Nf IEST061911.!11 W SK N%M FA M A1NI/X►CAJOI. -fALSE astf*I OIR4G IfiC/aMflal FALSE tail sa-e-Et 20 I.CFI dP11CAL 9FALM1iN?a " M1nNW aF'bt PLAK FOII rASIUIWG f`ALSC 801 t1V*WAIMAS. LRE%4 MIM..FFi SCAFf 09 FALSE VA 111OPa *MUSS SWIft 0113110 MOVE FAL[aG1190A O1011f.WPI K MOCEO■illi ism COSI.y1ItML# At"*At 34N0_C. 46" SPAC,N6. 3..3-.O t-3-1a a2 OR as F2 #2 1-A-p 74 74 Nf Man 11asofN 5-7-9 1 32-1-4 47F !Z t7 f stag 1 Is 1 t? S'ol: �7• P z,a 11.170 Me two n ej17 Ia 3.4 [746 m aV Ate 69/A %� 96P Iw 2/to 3116 41ol !GIS 11131 • P9a2A Pl1� 1a.ye1 1 " la SIVA US � u Y ~.y Sas 20 20 Fit t11-s� s-na s-t-� s-tt-7 e-O-a �• � � 1I0/ BUILDING mE: Cwtosed Residential ,I OWEI St*Kbrd Wilding Coda ("=I 1491) m WIND Wit`110 mph SEAN RM Way: ASP TRUSS IOWIO)k (Sal orad HET Ula PkESSURE IIAM a1 DEAD L S shoal suou UPLIFT EO AID REQUIRED: I tT AT EACM %W10M. SEENOTES N no trusses. 1 Species Loading: Ilefer, to Looting Olagrai wuEw deflection occurred al wits* joint e4. FASILA IOEEfWA IRISH t Ple.oerl �1411r1It f Nose" Live !-000 oeflectlon of .556' 19/16). Indena.452. 0./7961 IOP Pool RAILS [2'6.0 P Man1M6* total Coad Oe/lection of 074' I14/16). Index-.472. 4L/500) epi tat RAICS 12'0-C �. AECOaEMED CAMEft .47• �e6Ya 3_z3yl3f2u� AES Po. WAILS WO.C. 'rksmx Al aR AEW KIR PANEx retorts. N IO&V 00.001 RAR, W SMI 1111i011D1 tIOM fLAiES. CLU" DIVIS111I/ PLA-E I" C. SPACING LOADING Van FC LUMMA 1 155 :07"d MG-S i-1 Oe. F ALPt1E c"SI EEWD PRODUCTS Iwc2X41 12 pa SP" . F EPA. TIIUMC E tpusS I . SOS 1601 S. was rumv, r-2000 2-0-0 LL 1c g0 / GRAM PRAIRIE. III !3031 7.0 6t iC 7 iAaBER 2314 P2 M SP Pwo�Ec1; C£It1Ea 3708 A oa/E: 25 FAO 1993 d 62141 660-784 RALE^AMA- tNc-FORS tL W 0LAs01/1 ttr Q 6d11 1 33 33 OL eC /0 ''IE Bi ZX 4 A3 SP f ItiienE 5..'. SCALE; :.E.l�En /11#56 Pot Aft 10bf11t/lE - rO1a. 4r Iatft-1 as aOAI SBF ►*iota 1�9 ds C * dt 11 r 3vds 0 to r%Z �+ gN10,01 �1 U of + rt, ds Z, rxZ amt 91 /fs� On Mixeli .13 ! ei+ v gllt� tAl'3WA 33 'AOasys+i Z ��'u 0 3010* 0 '„"' �t��ti a'�a� Watts" � � •a��-- 19 na3 � +va 5�' `ar �-►� .v�)r(a �'b��LZ'� „rapt+ ti +tcs JD . up11>oti°4 arm �}1;S z� t ��►vv e .y + `oit �s os,►,n t a a , 4 a VS ..— 4ti 5310 1� LJ %o 1 e�l ►;M d.o.it sa to f o► 1 s* t -rrr 1 tl3srSOS� stgil�� •,V*0 �',wos 5003 �� *Sti =� { 3."./ Zi y-�-► �s-4-r ri Zt = $ L ` `a it s5 ro % 13003 , ttrA o-a' M dol,w Vol GOO V001011'J., ewe °sty.cs bout riot QPAL v t itC1 M Y� M+►: 3P �1aN at6t as s'i�S j1„q-s ice" !fM! 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Y as AAs 317 �as 12 rs-a r•-4 11-4-4 1-0.0 ♦4-o a-7-4 e: of 42 42 02 a1N1tDINC Tt►�f: Enclazed ResFdlxltiat COOE1 ttand:N.Ouitding Code (ami 1991) �2 WOW SPEED: 110 Wh MEAN Raaf N19501 154 111(ISt LOCATION= rte) arse+► NET WIND PRESSURE USED CM DEAD MDS SMONN SELOY W UPLIFT aCNECTION RMIAW: 1 • AT EACH SUPPMT. SEE NOTES 10 AM 11 ARM. No trusses: 1 Maximm deflection occurred at botloo joint f3. M MaAleua live to" Defitetlon of .34)' (6/16). InOatx-.201. 0./12001 Qt Maxima Total Load OeflettIon of .544' (9/161. Index-.294, I./0161 N /� t�ev• 3-x3-93 /10V N -REV3-2 -q3 w' O _ f Q"Ifl atlrtllON PLAT! T1rPE: a.t. SP"CttK. Le.Ap1tK e•SFl It LN4EE1► 1 uaRss 3 O Ha►-0,9 S/E 7-l0 motcltst/ffE#IEo Paclott/s the v�000 2-0-0 LL le 30 2194 02 1)s St as. sora: TO* Own Inc - WS 15+11. 0110# s. asr wn11 7.e ec L164MR POW.ncF: CENTEX 3708 A 0 OA/E_ 25 Feb 1993 &WA PR4tAlE tt 73051 OL It 7 2x4 12 05 SP LA7wt to °F � 1214) ea0-1940 1'tll`IE KiEI 'tNC:-Fdr-*..ti tL at a WEDS a00fESS: I� 1}", 582 0. fisc to 2x4 a3 SP I1E148ER 901156 PL Ale toestsuit 3� 33 1OIAI. 47 Ex"Pt AS wA1 6E to)Feb SCALE E. M atmata aPAI 411 4r be s44:110a a11mmtm OEm m% r 401t7Ctam.IONS>+1aL K M1"ft%90 1ft"9d CAL*A 0% 144. N.1lBn Oal1a/06OL/8 AMLEAI M K COMIrEOAI•. - i3r 01 mom"1tS Latcwm Ot6C1.1114UKA 6114 wl..l ta4CWM 00 ISI mIN90E61 IOSSI104 4011@'11- V WtOo bW %a AMW MAKSG W El%"AW •dM ft no=aFal.l.0 1/f' tnr Mibuar►160/ut.04:11�-Y 11.0 /Wray *~am. as IS O 064PCP AAaYMt UK"MOM A" ~MS Witt 4. ICN QVKM ILIUM AM 094 VW900044f.N CORN 4OW M.p"i6/,•416 MOM Spam K' a 4 ft-: to-VOWP.0^4wb GWM"K Ifo[ IM actogMm7L me 104=foam Am ISIS/as ►MI36 864566 at 4.t 00- 64/CTL-PAA A/MUM CkCM SMIQ. ra4t5S KA111 44,6/4/151 9mf6410 III OWNWINO as tAUl i R4it"ASCIA- 1167618 =fIA 12aotg6 Pat i!!M a- as 6aflla6l A **-=m N94m4/A WAGME 11 UK Ani. f.4 Ka M/6 St= 403 MIA $514110 b4M-6$1[14 tlYJp M 14 K aM44MAUS 4% IM LtSNt1 CM,S4 K C`j 7 l WSW"MCC 11KP- 1 fait[I1Ka01f ANNICA14160. POL AWA flat OO-M Om=L 6.II roKm X.S. IA.: 9%ftom t►t►1.11ms IR' 111:60 FOE MNA q►A/TM6ti"amo6 1g6Y1,ams a 1011,0411/111 1S ISMS at CUMV mt4CMk ALAWS CAM. • Adm ta61,WS®cm4wo f8 194 a1:m66.4 Stam Et16 1 0"W"A m 9064ui 1imS16 t►►L711 at M.•t 414 T1•sladho I f%1 t*JM% L a 4044C6A fIATSb 11!11 ON AMIM a A/IA ISACAS 08. UG qtS SKA*U&. WGULLAMPI MC%ff go" m/O. 46Mt. LMM.61411 Mr.n411s1 941 .a 16.4.O U'SM>/ft..r a 401 476 @WWI"NA"W.- 41E suss/ ti WIM190Om 61R SA�LM OA 011,101 LOCM 1 MANS, 1Btw toll miles to ® Ma1J115 6(mm1Y0 t2LA1101 In VIAL nM4LL4 CJK*QLA6 K 4.1401/WMA 8QJP1/6!ONE Sm L&M516 441Ai AL"Im aI INC 14112411194 O ort t WAS afft/!IS►f1L6CAMA t6 trflilM Waft oulm O 011[1461.W amms 1H M►f/top f1O1M6fI►1101 SIM CA�ftjk LZ%ad ft.L1102, 011 AIC LWIIAG SWCEFKA hP FSAIRICA1011 -AWIIIQut RE1410,411A MUGL711L TPAMS 15 PES$V616kj1t Ot FAIMItAt4l1. -t21% 11=b1, IS.mSFQSQ.ftll 1011 lw tWos semi 1MG'YISIQI FQP IK PfEWMIUM i 606116 SIB[ IE 6Y01 NO IS 1Mm1 441 PE5MMrp1t172 00 Illi 1846 f AMMACM A ftmv -94171,6IPA1Bi/AIN 2Q/106 Nyveffm YQP fOfA to$0- .276' 1.8-17 faN r-s-u ra-4 s-4-� s-e-o s-6-a 4-6-u �-a-a 161 LS-14 12 69 12 02 F2 02 1-3-14 74 Plf 41414 IQi01t 0--m-3 12 1 as 3634 3710 6}s Sxs "be 3=0 N IGT/ � , 35" 2220 \ \ N ^ •© A lief MMI lift 6672 1241 1410 122 ala yy 1711• 17122 W 6w I�'� I2.Il4es 13.6joil i 1 h4 1,66 aro 3n7 26 0LF � Ix s-a-6 Ia6•e 5 a-o 7-4-6 1-N 112 »-o-02 12 02 CME:11S woolard wild p Cooddie (��i 1991) I t WI M SKED: Ile mph NEM ROOT stiffs 156 TALKS LOCATION: (Se) afaf MET VIII PAEMME MM OR DEAD LOADS SNOW KLOW W UPLIFT CONECIIOR R£aU1RE1: / AT M11 SXVMT. SEE NOTES 10 AND 11 AME. F- M fb trusses- 1 HamllaAl6 deflection occurred at tootloa joint s3. HIIA6Mlfa Ltr6 Lead Defleclton o1 .331' 15/16). Indet•.268, 0./13111 MaRtat16 Tata) Load Deflection of .519' 18/161. IndaA-.281. 0./8551 N Be10• 3 -Z3- q3 ftU N -z2-91 w1f'10 �-, CLAR7 0/1r1St011 /LACE t'wE: O.C. 9PACtmG LOAOt946 A•SFI TC LIMBER lauss! 37'6' Mr-117 SPEC T-t1 oms_ 0 ALPUE EN61tE0*0 PRODUCTS IncY 2x1 12 05 SP Eli. FaR 71#IE TfR/S5 INC - SOS Mas S. 61,7 /427 O 2-®-0 LL 1C 30 111C 1.60"A 04MACT_ CO EX 3)08 A OAIE: 25 FCU 1993 /51-14 Q. 6RA10 PRAIRIC- T6 75091 7-O CL 1C 7 2x4 02 0S SP to►Wt 1Q �� 1 42141 SM-3,940 t�AICASWA- -INC. FOirLL 6C O C Q 544 OL ec 10 ,FDS 2X4 13 SP ►f.O11ES5: bt11 6Em4MA 165 rkikW 1f$S/IINIE 33.33 S Ac 101 wL 41 f6ftLIE r4 P1 a1, may 31i0 � n • U time••1t4. W or 64 ~WV1V w4010"4MAAli IF 02MMt1M VILWS 100tt M MAt.lith SAWA WtAI•W N9 epi 1"GUN AVO MIMI[MO ASMANS 14 64 CAw IWAOfi• tit 0' 1000KAtIS 64111^ 4^.00 01A41"9604"A i MCUS M 1CA ft"~II100411t COON" .71 SAW 1W K imm G^AMZ S.9$two%w &goo ft-Ama*4"*4.M Sw 191 M44ALA.Arg M Wc.""tog&V "a W44%,f v^%4w. wli H if 940"A440041a SIMM 1A.IIE% itA 4044111,40140 w VO 4%AM*94at4q Arlt ON KLAIAosrs K LORD 111R 60.0A4 it 104atUat 64101e6 SPIM s K' •t MLI. 10000MPI MK11+4 SKS-A&i AR4t 0.At42104A""tiff 14e SMAMA All fts"a M[L/1CSr W- ft"at Sc M. "Wrob-N4A A MONO QwKr In 9Q -tuts omit N.lfbtit %0600 100 ONOCNG.i 116CI$*A P^K/ugd. LAw KiN11 RAMOA40 01Ak4 W A Nd Attpook it a7LN AWPW t NWdCPM IAK~. took fps 44.94 MM Ili A"C MfttWRA 0690 ON""499/06*It 49 o"u►111AA^00% 1017.9"""Cut~ti C.O"M try autlt 71tRIfOal fmoul N11[11 OS*110=p/f1M1 ?ML ,GCA INS A-IA MUL[G st 6116"3W 4.10.1 kfiOW itAA11Kr 1.r 51#00 got 6100. ^Alt 11AtXtitt 0"tAOics JIM a Alt&We*i1 Walt 416 MAW Meet"W&Ans Litt t i 116 PUM WS MW M644110)011 ita WIMnt SOMI wow t m olA k 01 0000"0001147 SPAM At tR' A t I Usk 119 fttodholm rip Minn a 001901A k.AM PAn ON awn Of AA I%L raft"OL* of oft~W Y POW4_0tOt"%1K 9044.ur440ft 444. 041%tout 4f.6ytl x t4 to NEW*R tit MASA RA.K Oft to"If lis 40 Aa st9_ 4 MVUVsl AAft 0,013 AVT[Moab Wf 6161/ ^"CRS SA K%r pow SOS MUM th � 1tAl.^Ata l6Aeila LW65k1 9 111 SMCiA MUCA$M CAM StOLO 4t IMAte QPWi*61MU&AWC H LU1fte 44"S%Mfl Iii Mt 4VI Mol"K W AE t MK IMSIM IS Ark ttAKA 94*dWtIC11 pttt 1 UVM! SWC401.O f1 ou" in e.019t fW Kaog3M$%" ::WFOLM1106 WE 11 01M INCIP10 lit r"PICILICA -41=1110Aa PLAT"iii►h0a ftAG 1AASaM tS K 6610ki ll dr tiM 14rARP. 1"Is ORM 1S itsialm 04'9 taw fit LGAtri i►f1Rd AVtissUl rot tit VKVQS1ON Q Voiotia IIASI K WK as IS"bi SHE R6S"AsleitIIf u fK IRM 9A1t WAIOP VP QAft. -AP"MIPAttO 2104104101L pawiee %seek I4111, tMG- .tit• Rel 4.4-6 4-4-4 4_6-0 4i-e ht-4 h7-e 4.044! 1-0-14 12 tZ 02 f2 0 02 !2 1-5-j4 74 Pif 4.M!IIt6>1Ba 7-t0•S 12 Wst Wt 40" 9fs Lt4 4161 to aVON \ 2nf asci N its► 140.0 t rir 1'.41: tiff Of 11 ?+e7 594. 017120 l7c h a ls.�t4r 3s7 1 (Y Mi1S 1I a 20 ftr F s-rs a-s-a a^e•e s-4•e ht-e M t-4-O !x 102 at 4.12 1-4.0 SWILDIN6 TTt z &closed Residential t. a7 OM& Standard sultdinS Cods (MMI 1001) VINO SPEFAI 110 Wk MEAN RW 1(IiN1.1 IS, Ion MATlall: (Ss) area NET Y11Nf MSSM BASED CIN DEAD LOW SNOW KLOH W UPLIFT CONECTION NEWIRM: _j0ZS 9 AT EACH AVMT. SEE NOTES 10 AND 11 AIM, Na trM%*$: ! tuninua deflection occurred et cottos point 03. 06RIOWO L►Me 1.1100 WWI 10" of .347' (6/01. irtQa><w.tl1l1, R•/62!!0! Maximo Total Lead Oetlsction of .543' (9/161, To4ell-.294, (L/610) 1 3 . 23• ?3 D/1t�tJ 3 Z -013 {BOOP 043 oftu f taus" 1''0' 01!60-6s SPED t-t2 S4tly 4 CLAXV otVISIOR o7Li/E 1WV; O.C. SPACiM6 LOA81M ~1 ft ULAMA 2164 4.2 ,• tots. FM Tr", TAUS$ INC - 505 ALVA^* CllatHFfj 61 PA0p1AGIS 101E Y-},ppp 2-0-b lR '4.0 9e 01 SP WIN Pfcrr. SC LWWA PRamxcl: CFATElt 77041 S oA1E: 25 Fab 1993 7.0 Q TC 1 2114 02 Os SP "`r Alif7 -TW-- .1EB2 LL !C s 4.I1VOV1 lit 2� i t >, IA 46C Is 2x4 63 SP 1t10RE3S ,� ' At , 9CAi.E: r[SEPI 4S MA/ OE. snita 199 K •UiP t•1al OR t1 b4 sacWpm 991oe to awfC(S. Y 41•ESI10 FURS 7••LL M 1ritAAa9 940069OKAL.� a► AA Mato@ O.1.0-4m a slawwo to fl cow MLAtf►• oil 70" WCOCAKS•NI.Y• 1`-K►A.fano+ 0104 AtP-I 1 4atCK% Mo•!*""up fpf9f" iLam UfI, am TlO•awl Mf J~ ►uf®C It.1111.60 t-Ir AAW ft.1Q10 SOCAUf994 •A' fr ►41AAAf 941 wi IFUOIs 'f ML 4f%& ftAuwALOW. AE. K O r:.ltl ALSYt•t STPOIS/9940: rt• .••.t1 4O • "OWS 104-NIM Mf fM IOC`S•a"b N ECQP oll* t1••1P•• ap 01,Kt.i fdda=a!nL K'•• otY. ftww~.O1•LSft SaA9 f[Doe an OCAOWQ met* f 0404 ontt99 Ow"me 00 ME/attsl 0111/a a 1.4 4r- LN0t1L•Pott a StTfd 'bcm 1H IS ""M 49 ck G/NA NI PYCDO A&ROCOO+i1 Rt/4iNLi- 11SML Rita!6Iw64ft4 P.aHn[a S. We 904460rt 1. 1-7444 AI OL SLO & tW ISY fw• 100 Io/A 21199 tN Al CtllftSBNw Opti fatt>♦/ASSAM IS w 49N t1AaAfY 4% "1 dSIN coca%&1.2,:JNtAf IPI E3110 itCN/t►- L 10451 afmtlS ASSWWO400 711L [OCA ft•E win SAN*&V.aI"m TYo• I11w t ft MUD A4AtM" 1/Y 11fA0 6911 94TA ft Atl MNCLWA 400/4 N►SS NO O "USKSmp IS aLKO DoU00491011,CLOU00491011,•M •ES CK Irl[ N!m WAS Otto wap"/A IK CC""*10,006 MM AW 99 •S•1 tPr•L 111•LA 04YARI S tP2M ff f L SIL 11.Sf•fawmb fob 601"S. .4 Lott 101 ft AtIZ$IMS AM ILAM a A 14L POKFS OA. a4 MCS PUNIM. bil^►AIAZ.AM IOW 4a►a CaIO R "m. 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PPOIISIQ4 FOR 0E M'"1109 OF 1`08016 IWI K N7Ol fro IS Pal THE IESKAGIBILITi N II[ 1[1:85 FABOIIAloa a CLAPI. -I4111CIPA1®/+0t12011K 4fo/p471! 444)4)t9tK papa- .7002' IGt1 3.4-13 0.0-7 9-16♦ }� 11-7-0 F 1-5-14 02 002 E2 1`2 1-5-14 74PEt Mat 1141001) 0-10-9 1 12 i 2541` 3611 3164/ 3191 >3?I �iS MI�1 n, w 5516/ Y i 1*2 [201, 13" 1761 170 Itf00t • 1]121 W 1 i� 0 17111` 13.W67 I 790 0ti �) �'0 13.61♦9s 340 '7911 12 Js Ptf N hi-a ti-0-0 46-0-0 hsr0 Is-0-0 1`2 42 82 62 4f 1-� s7-o-p 1-4-0 WILDING TMs Enelosed Residentlel OD ems St21)w,102111 S1/itdim Cade (Semi 1991) VIM Opmt Ile mph NEAM ROOF NIONTt 15/ TRUSS LOCATIC .- (So) eras W MET WIND PRESSM SASE! all OEM IL14N SWA BELOW UPLIFT CMIECTION UWIRE9: 1 / AT EACH SUPPORT. F. SEE NOTES 1O•AID It ADM. NO trusses: 1 waieu0 deflection OLCUPPed at Godom point 03. Ma4Is.10 Lite toad De/lection 0f .337' 165/16). Index-.271 4L/13101 Naximuo late) toad Oettection o1 .529' 18/161. Indel-.205. IL/8411 hl ?-2 3 g 3 0/JW N I 1 -2Z-g25 (,1`,i 11n0 Sr CLA7if OI9191on PLAIV 19T•E: O.C- SPACING LOMIMG VW) K LIONSE1 - 1ALAW 37'0 11Y-t t T-13 na ALPIIE ENGAEE KII PFMXI CVS JOIE V-2000 2-0-0 LL X 301 2114 1`2 O0 SP Ems. Fan Tmx ifkw Inc - SOS T CL seal S. GSI FKWV 7 0 OL 1C 7 et Lt"Kok FVOACI: CEM�EX 3700 A GA 25 FOO "N ►993 lit AND PNAIRM Ta 7549931 21ta a2 06 SP Q 42141 "a-3940 ft Ate Amk,— I' OL LL oc O LA1QN 1 542 33 33 et 10 �� 0 2x4 13 SP A� SFlES •f•!EN ifIU65 AAIf tf611tU19 0.141l AL 4) f.rf Pl AS NA7 Nf OdGICO SCKE: {/8 W. _ ;o �u`��.•�.ate .��M • �.>�t�+'�,attN'+"�►�tt�y''tV�u®"�' ►�`Mu'd'��'�.�.ecr�lsr f�►��. �,a►•�9,(��tMp ay/F�,.(w�. s i � yt:,C►M � t.►� ►fA N t� ►� Vaa'w WOO (.►+fit+► c s►s '_► p ►r �,,,a.• + moo to r,ai¢WOL �p��' ilk' ftI►0,tto�#'0�a t%+� Vie►' da►"''� ..* + .r+'°''V00. 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WWO" 0 640am saaa.r I ba Me"IM ID A wen w OMA KtOP laws swa K moorage sAlaalfAKAa t w M AM @W"M OOM NOWSRS AMUM 10 SC C014 MAR A.P Ps .4' 410.CA21S aallw.a tawtaw&faaa.f. HOA aAw_1 r' taaCKs 00 Ne wMw aoltala o'Oama all rim I101a too AI0/1 Nam M CfoPP•lw a." aAP00010 11,46tt.tl" on. .1 1y/rLAwG`1 aK I4:Hul 0 sm "am 0-4mm_ 4-.a IS V w14A0 Ali..JOLA.110016~91L au @ft WS NIA A 00P OOi!►IQ!We§M MWNWNM 10 Goma• uaw MOW" 711 ap clmG 41011016 SPACES,K' a t taAaa. fOaC/W.awACtaa 1-2A&at arae op ACO'aPM4 Nr. P4 IM st"40 pot*AS[*v bt saw"aattlaa CO ba w- 62mcka~♦Galas O4CP Vllmv 'AAtf►/MEG"LORI f -MWA" or%01.0 ono 06"Cel W KAS WA"96. loAfaR KflM naaemem F1a1►I1a0 M lot WAISo a ti *-X40 a Writ MJapt `W 11Q 9.0 NO 10" AM .al ALI C"t%SK-o0O Womm Mame to at COIN IoW ft% tat%teslam C"COOms V.eAwf wo we wst9w 0""Ka• t .YRSf Ffl—a Asm"201111 one 800 FR. 416-1201 SPACE,e.IIIr40 L'Ar s1a i fl rkrAm ld.owlfa 1R' 1174-6 ipa ICIAL RAR CUN"Mi 10tH LmASKS ICC. a Ons 014-91 K elm M Raaf C*WdtN1 ftAIn O1A w won Ifo"wad etna cola"no he ata.P6 M.4- 4110 101.Iu►L ge 001hr l 4-0614-6 lrAMa 11 Pa'►t Go"I I#Sloomom Fla 1aaRlt7. IF="49"10 fAAsm tin►aft soli QI VIAL ftmn Oar in boli etW06 9$WalalI2o are 114-1 lata aAlflw W wYHv hd 107/Clan, INSM Pam . s a WAS n. K GM 6AMM tut Nu W. A eft"IM al►1t StFF't ANN.U4^480,ARA OWta OM U0 JetM6 M! 21I.OS CCSM .• a lm." bYIR► 0lac lloo Cal sc:uP.1"G. lf"a Ca *OAS.s Imm 0~0 sumploe Ana F "Lawsalmo "Laws .11 am* PM he •lewaaolO.O f e a 1nfS mills tf AgattaRt A 10. 114-1 Vw 1ItAWS WCK-P10P IF 4-4-410! !1 11166-tt CCP IWAZWO74►11Ot 9410GINg IRCWPFD Of -Afa1111'D"F►►IUIi FOP tWQpa M/SMS IS PESF06101L110 Of FA@DQCAtt>/l. -1HIS MUSS 1S{ES}.let Aa.f FGA 4-E LOADS 7147A1. F110'IISI04 FOP ttE Fiwt1El111o*OF P99036 WAA fE WM 4-D IS IOt ME taESt alstl.114 rs eK ttlA;S toolCAttn at OLIRf. -01111CIPASM 1fe1ttt11tK//4-61111 VOA 191AL►sae- .WZ* 7sfM 3-6-13 S-th9 2-1-41 5-2-2 5-5.14 5-2-14 5-2-2 3�-7-a am 74 IOU /-5-11 F2 12 112 %�i-11 llul I1Itt11t 4-10.3 e: a e 3Sd. 300 394E ase. 3191 1 ► / 1 t me 1t (A t►� I tam al 1401 132. 106E IFA. ICO. 64- 1 7 n we 17121 f- a+ Is I4 1712. 17.�fa w V t 71w6 324 S'7 313 3044 3419 (7.01.971 ] gall 2 0� /2 70 FLF f" rL O 7-19-19 5-4-11 5-2-11 5-r2 7-0-0 at 02 02 12 BUTtD111Q TWE: Enclosed Resldlxltlal u� com standard M111dfna Code ONXI 1991) (D Y1w WEEW 110 spa NEW ROOT NIGHT: ISO TRUSS LOCATION: (S9) area MET UIND IO ON W UPLIFT CONECTION RE4�UIRREDs O� 0 AT EACMM SUPPORT. ] SEE NOTES 10 AND I1 ABOW. F- M NO Ir"Zos: ! Maximus Oeflection occurred at &Otto* joint 1a. MONISM LIVO Lead OeflOcllon of .491' (8/161. lnaes-.• IL/9991 Ma■imals 79%61 to" Deflection of .773' 112/16). Index-.4t0L IL/5741 j NREcal.tFroen cnMeeR 42• g 3-2 3.93 04,Gt) N ARE 3-ZZ-93 Lj,,r,,D m 0.nmt O[YtSlOw OlA1E sYFE: O.C. MACf/t• l*am t1A PeFiTC LI7Ia1[A 2X4 e2 Oa SP C". FOR IRA TFAJs5_ � 3710 119-9 C G1-l5 . riot emiedewA alo"ls Inc V-2000 2-0-0 LL TC 3O INC - SOS toot 5. 9511 rKbv. SC LLAMA abject. CEt11E11 3706 A - GAIE: 25 Feb 1993 d Moro VO UIbIG IN 751St 7.0 OL'TC 7 21141 12 Os SP 12141 060-3911 I'Jilt—r0ft t Ll OC O mdEbS LAVMT IQ Q 591 OLIOC I* 2114 83 SP A00FIESa_ f1E1asEA 1041/5$ q•4-E Lf5oltvit 33. 00 At 47 EntE►t •S "AV m: PUttU 1 open t 10 sear I. ?►, %h g'� v, A f 1 N -410 \ateae s'\°�` 000 It*V" t '•sts'�'i� 10'� A 13tt tial xtM C .�j� as '14 ys� �t `';Vi cis+ so sq •tt ply" �9t�►1p to 1�Ot01 9�r1 x90833 .00 11 vt�`%�L�,2� • `9l, 'fly �� spt�� `tO OS { -t9110 •psi tN! :6tt -stOay _ lo SO �� Uf-jw� '�� W .4,40t 00'%l a s% jaNmoo tA, (31A ito ►p +rtot or Vito to z* SV,taa cs►+" .,o r S%%%*r at 'pt ,ulq%00 Sal 0SVP �.--�"�Q\ t'o all 4.4 •♦ M yd/014343 Sep" �� s30 moo gMi�l - 1 0 .30 w `•L V" �, a 1.4 ♦�tW Wo io �' N1► Otte was l t s 9 +tat s© rt.5 A Lt •' a ,A- O8't '0' I f 11 -4 00t pt'2 t tot WOO \ t 1 \ ov Or! t Iwo �t atetoo at +'•x a pwo VL to rw go- 40 it raO Sa ►fes41L ats t9 ��Y �+�SoaC4r 00 so* s� as 'ferr".H Olt", Alip I\ar40 Ot te' S p ct S i » ,no�+�,ni►iO�y�lr;wa r'ry tw • 601 \•e<7 r�r(\V�et�ya�� l.�`M 1 •t6�N! 1M�_. l{1� M \att'�► � p Sr lw teras '•r 11'I�Os+'a�►�+as ,r soft fH tea! 'pll s\M1- .w6 sd S+f�"�Yy!"D Y� ►+ ►t 0,��p°�p s+Esc\+fit.- °' 'd;ioo `*to I� •°�y'°oo"�`R' r' .7•O',�►O ► \Spt ,Apis 1•v'"\t►f 021 .ret spa p\ r 9� Y to n Qel ' ' X33 dD! ♦'sa'� 4.r t ji ys •a ! ►tM sI Soo"d��+\'�4AS1 �q��N 'r'is�'�yA a� ,s' rrdaar�i tya,•t� LA%-%W%Soo+ 04 S\s �' ' s.> hyo"°'i wsQ .e•''na l ya! !1\As\g • vgs%: A ua N •• �dYJ'+'� 1►73tr a►E A W �ptr ! ' s 'iN•�� M = F ;WAWw'A _��+7► 11641-111,000, 41 611 "V iO4 a � ' Spr 0 Vett N`v 0'M�: �.�+'0 �V".- *40 n if t.a419t DO r NN o 6f S.CCIf"a s.Nti m w � t RQ !� CD"Mu Aw1fs lrfta R Llf/ia"o SES solemAt o. fL .ac Mow$G%M M4E YfAM*"to K MMo i] If .♦• f1/ 0o- "mocaKs tomowLI r memo f...4 wL._I S►tC'm at0 tao"ANA.was"K MEMO. .7p brd so" of ONM MAMCM 6.C [ ts- a.n lf. M i . ^afCM 6ltatWAac if n4 1"' aM M/ a.fich. 11;"U N tK~& aSmatt. all .004v"eM '1 is O .t. Y►:.tfatE 5NDI i attaM A, attars oE0 R ft?006 lCtQs oW ftsl 011064tEOM N[OC/p uttt s...*AL&ZA 111901st tE MM ACED K' 4 a tRw; tO10W►.fMCW L S.OA&OR acct Y.w6CD4% 1M■tM Drop K%nm 04&Mo Co"LAWS&IMIM6 W 1K INN 5t1KM`V a.lfaT A ssllat OW04D WLIM. LftasS 801M aNd9ftf f nwfaT Ht m/cIA4 44.ife-ce4it pal I:Jl stat. t 0)maa WISot Slflbav s rIjkls.fa of "ImisoW 1. v-2600 afPPT.Y 80011If. we 9142 M I/a ASC Swe Ili At =W6,16110 006 MKs6 152tw&Is OF At11 w&A-Y MI NMS wsnn Cola"Dr's 4jA.1 t►t ats1llt w"IfKa- fow&w"R%Cfs.SAt20110i ML MICA MIT WIND 401AM at tlltOt f/O 69IA.1 ft"da 0 6["7.11/6 ire IICa6 foil WIAL/tats MftCtTCt WW atwla 016 L S I"$MISM IS MOM O&A%0 UW4C of SLAWS EAf A rAm Mm Illi Kai OMWIM sm N<abftt6>IMt edo 1 IRM" P U.aLP6 fO.DO S►ft3D fl K' s t 41.Y I I t SI AMM"f71 WW..KS y EO4[C100PLATY LiS AN 842M 01 MIK FWA"OCt M DOS OIMARM. 96ULL0,11lA"Yt frac Wf0ft 1uw. ttam 141111 snHW49U fM MD 10Mf2w CF M INAi M,!E IM P f06VF®M lrtt VM. 41 Cap.4'C36s g1SE 01AS OK EAtM ex 11MIM hOt®6 iMa NM AAS KSlaf /6 ® te02:aTu KAI,"tslUll.7. to "Ctat AWZL UG CJfi a.Ousbi O IRE DO"OIN0066 At of i.4ti� 0109 ILafI1 afG 1.t ipmMim v Trf • MIS ws"m is a�fl!Cris to md"Y KaN 16411E60 OECIKA O 601Js4aS At .t!]t ISP Kowevo .11Ot "Mess A t Ott.%W114 ! I /M ft 1111V1 WIMP StMERS NOT ND -K./1i1[fttt Piallis full tw[41t1Ri 10-4%5 Is FLWE 16M"Id K ..IOtIChm- KIM Alit �-a-o 3-4-e rao �-a-o r4-e a-7-o 1-5.14 •! .s .: 02 1�S-g4 74 )66.5 74 IIF Nu M614p1 2-10-a � 740 i4•--o 149E 129. /2 5460 9011 515. 7 Tel lzsf 1�E 0 "0 Ii62. two F.42Dr 660 r t W :1 A "ISI 2016. I: I�.s17ss U.617sa 394 Sao 344 7-0-0 3.4-0 3-6-0 1 7-0-0 Q .2 .2 1 -6 t o a 61.. 6140 A WILDING TYPE: Enclosed Reoldantioi CWt; Standard Wilding Code C$=I 1991) W vim WIEDI 110 go HEM ROOF MICM U 151 IRM LOCATION: (Se) area MET WIND MESSM BASED OM ow tows 5110101 BELW W UPLIFT OOMECTIOM REQUIRED: ,SOLt / AT EACH SUPPORT. SEE MOTES 10 AND 11 ABOW. F Ho grasses: f "slaw def lect ioln occurred at Nolt*& !Dint 03. Q1 NOIMMLire Lead oelleetitln el .184- 13/16). 11140^-.262- IL/13101 HaEtauo f0[ai Load Deflection Of .280' 43/16). Index-.274. (L/8731 3- 23- 130W N �► V 3-2Z.Q311.)inD f�wS rc DIVISION - IMASW 21.01 #,T-7 T-17 e. a CLAM11PLATE 114E e. SPaCI o. N10 UI.D1t46 D�S�I tLueCR I ALPINE USINEEAW Pi1O011C15 Inc Pr 2-0-0 u. TC 30 2x4 e2 05 SP 016. FOR TFLPE MISS INC - SOS Il 1901 S. 4d11 Pan OC LUbGEA PFIM1ECt_ CEMTE• 3706 A Oa/E 25 Feu 1993 Q' GRAND PRAIRIE 1a 1`9051 7.6 tx TC 7 2X4 02 02 SP Q /21[1 460-79[0 PCETE-1Awk tllt CL SC 0 dEes AUME 132 1 33.33 Q BC. 10 2E[ /3 SP ataRESS - .4Et®fN MUSS Alit IaSt/full 101 At 47 11 3/$6 F.Clot a5 "AV OF rtitlb 3/16 4•. &404w*slag R or *4 w9&wNO wlwr wru, at 410I4OCTIM RATft alas AE smonAft 24114111t1LaA.at 114 AAA goal"Das DOOM&SlA41t No as 4T&-110.A.40-. tP 0- "WICAKS asidoom ~"a oo01A :114 Pw.l Y6cit& Aa hE 1WO4A-10/4-14-9`409`1841. M 50,74 Nut 141 A94-ff W"M 6-/t4-1a S.4r -114 ot"I 4M w4aTw1-4 Olt- t- Naomi Afi'1 Am CR M..!X t.l 10162 ecommA7f1- a0 as of Atop"&t 64064 t9`13saft:rgl1 0,a 4MAR1~ a. Hr 000 2/Lzms Not an Mvein0e06 N 41=41 0,141 ""ft%b :a.~16.6 A1.aOa sp aft K• &a t0,• 1.-00W,-P-nt.tLf.Loci 69 4Y0 M-ACO044+4 S Man N NP rESIM AM VAKV ON 1.9.ARS1 101411110•r Lt 4th 41C41c%-A•FA A 01•4-/4MI afoc 941 ER Ln TSD Nmo rloeftim C1Aa1SA IP1 IMACI.a ro/A%--ltCM PAILIrAilp.►. lfctlf4 a""SON""►t/SfD N 4K aA11ao4 t. f-XI•00000vfA fnSdW* IMC AM42 " td 7014 IM 141 &►t c-MS%WM 006-OtAf►ASIA"t4 42 4SAWI tAYrAns 4NS CISN"C01f to/4 VjpftN2 N t CESlf4 S►tCM lca• t Fats/INIZACIS asuck.tta" 11161 OC'A 9`1141 S-.ZS 41FVAb P 711-10 Ya• 4-111 f\elow a4AtM4i its, IMAM AOA NE141 qAK CL"ciit;-acs MAINE,$06 I &. ws autos 1S am*IN a -CV64K. avowal 414- a to$$1..a2 wS law tBtin®1 040, rt lif%Gftu%a410,1x.1 ORAtu p 1I1-C1.0..senAm SPAttlt of W •t (rota Ilf Sfa4yfia 16171 tnS91S. a ta"CM PtAfn S7XS&441 04M a.Anal aDRM 1/41- 1r s4S O**wtAi aaffaullCN a D Man MAU Cof aft +ala. MESS-01141 asfcf4A541 w u4-4602^a U4 f44At w.NE an P ftcaotto IN NP 1101.1 aM.=14M•►AIL MES K CAMM 4111 10.01. 1-41701'.1 1LNSt &111 1112 1ESM. N1 ® 001CAl"415011-61 441!113- 06 9E:IPL-1/114-36: tl NNtr1 Stlau w O 1.0 O Ect/100 aM416g4 ONDE . Is 614=1011 aLA1tS sMRE 01 11411HILL"641041/61(A&a 1 00 tta ALL talsta6 O.OD 080=!0 AwJmm IA a atfNlM.tY. 11. y Oft4ANS/a/IR4 Ilal=1-m aCaA 1►06•IM.. 11 YCCItZ as la amalgam vusrla mmieM. 0.*at UYt M[.N1/M VOOLOA 4.k/MQA 3ww Mul RrM0m 11,4AIn.W a/!• al` 11161.000000.Me.EP/Cnu u ME O-Aw RMu1e4k am '1 It O NQKtA asIMOOftt LMA all.li 14 Nla/T QUO a #a-"ma Rlrtt no wN/RMApeL to amp 040 &POlmatA .Y YlKgi 0C MRAS O MOSS 04' •a /u.. #*WtRM•mmlftla SAai R Mad W afd#A.aQ A11w P40 wsla01�&A$1 Cr.Ma!!mitt 01190!O IK to- a//tch.Amn A 00110/ONC Sq IQ. Alt S OCIND tN[A ISM C MPODA Ma~t"m as AMIC160.►altt�1106. 1 Itamw WIa1 Statt'iuOA►A/'1Ca 0. We/1611100! >, 1.1=04 M/Or4, 01.491041, LAK Oat fRa "a soda Sett ON alt Of0P11126116a Clemapo[lr,1s7+r[i Hat 1,w lltAtA nA IMesta S a6 0=400@0 K w c4rn 090 a=Stsa 7f[M 14• nn #Om1ESI PIla7@CIS Ass"100104 ML Boca fat 101-17A sum 01 ras-lm 7V4' •lm 1 far.Fao S)Cat-0i ►r1- 1144 f0 6EI4 atA1f C9641CIry appy Ub.AKS#t0 'i !! TWIS qgSISN is&L"an ammo comm"YI fla=ts OE1 ■ MIS MAS WAS SIX%Gma"Em#01 Ra l6aSAa*am 16111.1 OtrAMA A wucDa u1/11016 WACID a1 aa' 0 a a06.t11 SfMYMtO/V1 14gms. ? LOftENM faA10 SIMS l/L Yt»1,M AXIAL FOWM OE-. Oa MIs OtAa1100. SMSIVA1040 0116 Val'loll 904`046 411,41- Vlt7A @DIED at"PlIal; ON to 6404111A CF 141, Its"".40F an 4 CM0040,112 to/ay D@r_ tl CalvatKJa fLAtt SIMS Na C^416 IkA 0/016 W 4aCdI& SIX SIX NM MIS 0411406 14 ® I1, RAM AEAaa1D wuV/4@ 171 IfEC4@0 mav4 YC Cast s0A4" /W*m OLAWS 940** a Me S.L"Al" 41Aa ills, 110 Irt o6SCAlattat CF IA a on"HS16"/1 M4►ICJ41,C h'AOTV!M 16!401s O OEG/1.71 O W6KS IM K►-S/np V"ZwF.yM1/m6 mdulAgm- -mir-111juvint iM LGA059 VUVIOG So FAMICANX -AGDl/101t6t RA/LI..FCP nIME1K. IFUSSES IS a 5M9S)SIL#lf Q FAINICAf90. 1�1 S-1-1 1-11-12 a-11-l2 '�-a-1 FIL" ti-le 1-3-1• Malt Haight 5.7-1 14 -KI 7771 / 4 !2 �e 3688 5X5 • N 12 saef 37eg 1,v - A \ aea i 3aa /sek Era# W not h.s17a1 {x.61 21, �1 1� sat yce ate !— �ie 20 PLF a see 0 7-0-1 7-0-0 M ABUILDING "Ki Enclosed Residentlal la 1-•-e 21-�-e '''1' CWEs Standerd Building cede (Mai 1991) W WIND sport 110 spit MEAN RODF NIGW13 ISE IRM MOM: (Se) area NE7 WIND FREE RE BASED ON DEAD LOMS SNOA BELOY W UPL1fr CONECTION REQUIRED: -7a-'7 B AT EACM SIP"T. ] SEE 007ES 10 AND 11 ABOVE. M N0 trusses: 6 Maxim" de/lection occurred at oollom )alnt 402. Maximus Live Load oeflecllon of .0b9' Is/I6). 1r4mm-.099. 8./3652) j ; Maafeum, Total L080 Deflection Of .109' (2/16). Ind4x-.t04. lL/23121 3-n--q3 ovv �V -S-ZZq1 wlno MUZ 161,1 CLARV OIVISIOH na rtPE: O.C. SPACING LElA im IPSFI Te t/e�A 21'0- Cu"w*I T-19 OVG. Root S ESSlltPKVFe N/OmtICTS Inc -1000 2-0-0 LL TC 30 2X/ 02 M SP EMS. FOR TRUE TRUSS INC - 50.6 5 O SAU S. Gan P10111. 7.0 eC 118.dE'A PVAXACr CEHTEX 3700 A oast: 25 Fa 1993 (:#6110 PVu1AlE. 171 7303► t7t IC ) 2x8 12 H SP Q 12141 bio-)9101 gym►--- [h --F l EE 9C O {as M%ATOID. OF 33 7] too OL sc IO 2X! 83 SP (-mFESS aEapCR //<I[Sg A 1,1E U6tIIlJTE tout 47SCALE: EaCI.1 1,S Na♦ OE 11DIk l@ 3I I6 e. JAW ------------PMk G _/S wk."'0 S 11 1 1 Q(37 0'K-N 3rrc -1 IE 39 t is�Fe_ T-11 1EbO •t� :5rm - ,�,�,g T �E AUL 5t'GG p 7:. IEu+51'•0'9!( t7 � 1 � g' T 5 sr qa -- IE 9•fl 17f � r�� i. Oo not art « Aner tunesi ' TRUE TRUSS V JJ Without written permission 1 " r from True Truss. a' a rlo►�� HANGERS i Tr=es win be boat in IE 2P CalJ.FehNe ! 2 X 6-8 strict accordance W20 this n to f�• a 2 X 18 ' ApproW Hr _ 4 X 18 oats CUSTOMERGff -- % rz.,, D r-5 JOB NAME 370?j- . .a -�c.-9r RUE TRUSS 641.0766 8 tNFDRTAUT'MOTE of MOTION Ot'tATOYT 1 TRUSSES,All Tux" ARE A"110019 Ull TRUE TRUSS FON rad 1) +/�i,�rr a' 4TNER tNSIMXTIM KFORE WHO Or TRUSSES. ( /oF{ 08-05-1993 SIZE 11:25:42 TRUS JOIST MacMILLAN (MAS! ai:-S1041j MART 1. ROSE (SO10D) Project Zak: CINTBZ TOMES - PLI1 13708 11 B Page Title: GIRAGE DOOR HEADER ------ TJSising*" v3.40 ---- Daildiag Code IBR ---------- Type of Sale Distribmtioa ----- 1193040417 ---------- R Ipplicatios: Deflection Criteria (MR) Member Ise............... IBADBR Roof (non-snow load, LDL) LL DefI TL DefI Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Spas 1 L/240 L/180 Roof Slope(ia/ft)......... 6.000 Live WOW)............. 30.0 floor Decking............... 1/1 Dead Load(psf)............. 11.0 Repetitive Member Ise....... 1/1 Partition Load(psf)......... 1.0 Reinforced Overhangs........ 1/1 SPECIAL LOADS: Live Load Stress Dead Load Vidtb Starting Point to Ind Idd/Reel 1 01I1(plf) 360 1331 230 11'- 0.00' S'- 6.00' from Lt Repl 2 TRIM(plf) 0/ 130 1331 0/ 80 51- 6.00' 11- 0.00' from Lt Repl 3 COIC(lb) 180 1331 1140 S'- 6.00' from Lt Add 16" TJI(")/96 JOIST 16'- 6.00' S I Z E I I A L T S I S ---------------------------------------------- IMPORTART! The analysis presented below is output from software developed by Trus Joist racHillan(UN). 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 beilding, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Veb stiffeners are required at bearing 1, 2; and special load 3 Marimnm Design Illowable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span 1 under 1331 stress TOTAL load Momeat(ft-Ib) 25033 25033 < 26215 1051 MID Span 1 ander 1331 stress TOTAL Load Live Defl.(in) 0.614 < 0.825 L/323 MID Span 1 under Live Load criteria Total Defl.(in) 1.004 c 1.100 L/197 MID Span 1 under Total Load criteria Span 1 Mai. Reaction Total(lb) 4573 5435 Uve(lb) 2798 3319 Assumed Brg. Length(fa) 3.00 3.00 Nix. Iabraced Length(la) 46 Copyright °' 1993 by Tram Joist MacMillan, a limited partnership, Boise, Idaho. TJI('' is a registered trademark of Tris Joist MacMillan. TJSI%iag*" is a trademark of Tres Joist MacMillan. SS Spec Fars ........................................................ . hese spectttcatle sea js ed above. T lneer whop of ®ct nam a artrnent ations for the pr, of the prolessof the Florida D p eciiic onslble Chs ter Ru ow ere a list of truss sp Stat Chap repared under the resp 47� en numbers lista and have b8en Prel with rioride '[he ereWith attached h lon Chapter 21N"23. ed on this index sheet in ecc affix prof88sionel Re9Ua lof 1 1 2 of 2 �.wM ST TIL CIS ED.00 1 Ovu K r t14 s/tCYtls"wow MIIKt f1 �W 1tlMts IML M M1MA#/iw►RttptxL•01 M twt/0111114K if MltgiR 10 04MUS arnt IMAKS V 40 ow Wi4tta WCOA,w�t1»Kwtw Ism riw.l aL W M►A11LM vstfMt sOM/bt. M st10N t sw AM. U11011CA►L0/4,6116 00 CO IGURAT141. t4 1101,4408414*0 44C110M K 00 Iftow A(fllwt+.t. MO WINK"ALLOWLt flAtlf tr►tltf. ALL V46M low 11 tM soul wL"=AAO Mf0 ttetloome to swo IM Ut /f►CHOW f11ALL M LAttA.i.LM 41►AO t111d1 to 8/0' 116OWMAV OPAC900 4/0"at 0" to,Atoopow x vivo, 9614M on SAM IN tK LIKft 0f11MM V U4 MM sOttIO%V*sow A fs11f1111 a Delta, f11M.� bft%dM 00 4401116 NEWMA N VAM AT 3'•0't.s. D~ lei 4 4! 4!1416 M0 41141NL 1 itAtloK. K SU311%ftA10MM Attib"01141111!111/sMAL wslff MumuAL Mi om w sf4L P1M M 8014. on 4Af. . 1r has 0118141!!!/Opti Is t1AMM1►11 "I KfiM 4ttllluN 1f0U�f"so 41t1ft ML 11100A PIAA Wills.AW K164tIN ftAM tKf. m NO twins HAS 411111!MUM Poi M LAw11m silo It) W Mpi.) www"01 WCtM KwAs�01►�'-M of 1s1M1I"5100101 too KM LOW POU 11411M. 1FAL^011 Contact"MooO tRiiMf►110 4CY04 11LAiq f)Itf AMI SAM 00 AUK P4Rtlf 1L1. M 446 41RMM111t. IMf1ALA110M APO uK 1614l C00011 0.0 p".1. if) Ms WAWA W U4 split MAT K OR OR 110011tt0 on off MM. 40011 ttAt4 flits AAs gt01 M iso.As1s IN 0 Ott, KtM I nR Union. im ® 1101CAM Kola LwAtlaM. A 1441, fM 1012 1. a0dd We0 Length Maxioum deflection occurred at bottom joint 05. -CONFIGURATION 6 LOAOIND SPECIFIED BY FABRICATOR. its turned 90 deg. Maximum Live Load Deflection of .19'. Index-.335. (L/1072) -PLATE TOOTH VALUE AEOUCEO.YY 15%. /pical Panel o Maximum Total Load Deflection of .2610. Index+,307. (L/781) -HORTZ. STAON08ACKS PEA PCT-80 SECTION 800 REO. Total quantity of trusses - i Ito L tlo <n to +n to +x f to ict In 1111 111) in if 4 i Y1 In i 14' In 114 to In v W 110 Y on 1 41 i f tri >t Ao1016 on � A•1016 (3.5) (3.5) i 10 L HIS TAUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2= -=0 -4033 -3489 -2209 0 . EBS -1009 1529 -1322 620 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3WO 4110 3926 3023 1359 A Division .t Tutt tvPE o.c. VAC114 LOAOti)G Owl tc L4J%w 1 ocscnl�rttw !8'!1.3/1!' GARAGE HEADER tnt Y2 T" 40 2-4x2 sl Os Sp Z-O-O LL tC!0 sC Lu414e11 1-4x2 !2 Os SP c►1s. It1R � TAoes" program -10!_ re O tR men 42 U6l INC. 4x2 •3 SP pf"cl: MASTER Atb6 OCT. 1992 tt j$ y =I t o~11010w MMI atom • 0010Ctso ftAtes IM11L«w /�INtMM NLICA0 /AAU ICILLT GM Tons GEssew M rA is 0eM14 GGr MM Iftows 1a 0" MICAtp u►lattlMACIKO Nt.A1M 1111■104.1 /CC1 Ale III{11M 11111111/1[GMa11t1, 110 am not 10111 AM. MMICAL LGIGIM11 me 001rtSVUg01. 'UI MSTALATlo1 AND PIC115r w let '*A& Niea...elrt. A.e Is M Mt001 A&WK11 s/MM Wawk AL 91111/Vw N 110 ODP@ GRlas Me lel KMa01M1GG M 0:010 W tot fir OMU1 1101Al W LAIIPALLT/W1aG 9111GM h aw. 19N01Mr 506CIMS SKOLG st 0" IN ACCGKO..iM 11110. /OM 1[/110 Am"M GM Mty 3191 411"n"r 1St MM pGMRv~A wim 01000/PLIC!. MIM. 11KATMIMS M MMCIAO ICNI M VAR/AT 1'N'G.C.- CI MLMT Trl PACIIA 00 1KECtl"NALI4tIOM. SIGNA DESIGN STANDARDS nglap M INS PASIGNAL >) I.""0""A "Moe IAC 02A PNM TO 1014 an 5u1.1. 1m lul$0E110M CWWO 10 11~0 IPI OESILII SMIFICA• 0,00401 MOn" to AsUC1ATi01. AGI "CA 0,1L1 511-/1111 111 /K WltCN CN M GMALL K LAIRMALIT WVM EltKs sT TIDMS POI Mt1At RA11 COMAICIts 1000 Ift"s AND a SKIS 015101 t1 UMG M UAW cold"ILAAIIS OLT. N Mels 104M Ws GSEM 01130101 No 110 LUNAR Sam //1'MIM.1 WwGAL N SAACIMI NtAtEM PARD AS N` GUAL/tr 51ANDANDS ran Iftous. 31 Gco"CltA KAM SII1s An YM M Auk I OPT. IN 14111 Okutle. DISTILLATION AM 01[MILL CCWWW 0.9 0115.1. .Psi.b 1110"O lot /Muss fur K an M Ne1ri10 IN Due►41. 4 Coach RAls 111M Am am M M. APIs GT•age. Gloo Mus.111141 CIS ® 1/DICATM MANIND LOCASI M. AAIB WDA.W NO1111 1. - wOdd Web Length Maximum deflection occurred 6.72* from the left and of bottom panel •4. -CONFIGURATION G LOADING SPECIFIED BY FABAICATOA. *-Plate turned 90 deg. Maximum Live Load Deflection of .2340. Index-.414. (L/871) PLATE TOOTH VALUE REDUCED BY 15%. P•Typicel Panel Maximum Total Load Deflection of .322. Index-.379. (L/633) -HORIZ. STRONGSACKS PER PCT-80 SECTION 000 REO. Total Quantity of trusses - 1 L of h tTo� uT a to uX cn u1 1 a Own (71 X /0 N Yl N 0,1 Al In In CY ! YI N tD 14' In to to 0,x0 M 11 M In to � R•1.51 'M� In R-1568 (3.50, (3.5) P 311 PLF 1Q HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280.--2280 -5102 -5182 -6617 -6617 -6517 -6617 -5182 -3182 -2280 -2280 ESS -1533 2633 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 545 -1088 -219 .1329 -1975 • -249 2653 -1533 OT 0 3916 6083 6798 6083 3916 0 CLAAIY A 01vlsiom •t PLATE TTPE: O.C. SPACIN0LOAOSNO WeR1 tC L P2-'1x2 11Z Os SP OEiCRIPTION AL1ip2 001""MPg00t1CTf the V-2000 2-0-0 40 16'31-3/4' GARAGE HEADER A 1001 E. SHAT SMIIIIEST PKUV. 1f.0 LL TC10 eC llSlattl2-4X2 12 Oe SP Elq. fOR GA"PAAISUL Tx 70063 OL Te Q TRUE TRUSS INC. O CE Program 0141 11/0-10,00 LL e�C MEM 4x2 03 SP MEItaEN tptlss PLATE INSTTTt0,tt 1122 at 331c TUTALoS PRD.xicT: MASTER A 6 OCT 1992 scflk EXCEPT As MAY 1W NOTED TRUSS SPECIFICATIONS FOR Centex 3708 A The numbers listed below aro a list of truss specificadom for the project named above. 73ess specifications we ausched hmevilb and have been prepared under the nspomb!e charge of the Professional Engiaw whose seal is affuted on this index sheet in a000cdance with Florida Statute(meter 471 and Rules of the Florida Deputnuat of Professiond RegnWion Ompter 21H 23. WAVE 15416 Zdlgjtw.Z 3M10n n 9 Y5416 4019 90.2 sasm t 15616 60f12 Rev 15416-7032 fty.2 MOM Y 16 b 99M k".2 MjjW 15416 M019 key.2 3MMn V 15416 J1019 AS&Z 3rZM ,. 15416 1Zqf19 A 1Aoll"sy.Z 313M 1�111IINIt1� 150119Itma 3123 B 15416 IM19 15616 189f1 4CLIAL 10 N Q N IttI6*"@A M Or Oft lQ/tUS OWN'"dn"M M f704M§M IONS 290"A VAWMA42 S4"`1*I ft L.Iff A"L Man"OIi Ramps A/ftem is K coakwee9. ON ` Wt4Mt tal"6q flwt"90060% NIA wen.) V=nj We 92.9.AANtN/011f•IIl cafto an RJa.Iwt1 ML QYM 64AWS 6.'11.0(A.6• AAM ft..dw 104Atntr4 I? M Op.fwtatlla WC 404C419w 10 66 MAA. Wwwr4YI. SA 01 ar nospa%460AOa6ts Balm N6tR ti ff►I.L-am 6 911'OA716 Wk MKS WC tai f6tiNA■6 M 61Ca• fAAw MftmA J%FPA.-If"1ltA0A 11"tt6 W b 4 OHM to ow~, .610Ito"LMAC 941 000 1w AG"YACA"M 011. NH f7ESfan We.9et6 an K t%K464 tMIW6 X fa W- 114FMC111%~01!a 6 lam *AOM SMATV *&oust rQA.64.601015E TIANK14 Ire frt/taa W C.40(tt Not♦A&141A 110.0. 61n14 arsta/34swAM PA16"w"M w w012faa 1. N•Ng6 APM.fAL IAfMAO ac a3a 000 1.310 AWk !ti it ILL.=4/931101.t:9C.4 0104WM ASUb"N 6■ WAN AIAAAA'l.61WS(XW0%CVO MAS 93 nF40" 101 C"lin V9.11NA- % "PESTls ms=kmfigt 1269. IOC"Fitt 016-92% 1110" L 6.10bew 3'6' MPs "•.00s"Al"04 t 7• 41(00 FOS dTq w : art VA84 US W" 1ALZUS Mil a 0499 ILi1Nf 13 SMA O.119.ErAndWA 11 ffAKS Oa. ft lwlf IRAs AL1 6EEw L=31ir0►ON 114.l WMi 1.OP "In 0 094112.1 It.2.(619441 aUOEAS SPACED N N-1 r041110 to"600105 921,lawkscS. y taftL/a PLATIi Slab an M11111;a wlft Finns as in INN QUA■W2 P61aLt1/ttw 4K 40T VPLl LOf-A OAA•. ULM%0140 ww. mwlsf .10(0 O 41.E MAS w1.9 CA M$M11r06 66 Ww w64. • r comse P f1.AN SIMS at C44115,4100.1006% •ANC•17S Ful NM ru3"Slit r! ® I"".-ttrs 116.6tM.7_1117. ..•• 1N:IA6 ..ftfA[rA:,006 4066 it ►.4314"(0"1011/f 1116 A N LAa6w% ILLPa Y:fl, " If/.VK"Al""/L I.f 6 In$$dfulff It"ft MAN" 10 S.64n0.19.6 2.(891 O 1101:1110%ar to flint SLA 016-78 100 Ita.lOa"Ma Alle"U"LX-ft-ft AI!♦AK-In- .. jtf gA+_I.YAYAi WL tttl l♦Z.ISAf1a% �. WIMIKAI On•O .l! i SWIFIF0110 FAMICAttO 4004110dAL.tAIU&ACP.14L1UAG MOSSES IS FfSM04t0klla EF FAIVICA1000. -InIS 10141 IS ceskwAC Calf Ica 11E ICAFA1%blow/ f anstM f/N Illi fAEVE1■11M 4'$ODMA 1061 of KICK MO IS IMI he KW411117.Fl1i1 QF nE MUM FAMitAtCA 06 CLAPf. A -f/Lst albtm 01146 IiK/0Mtt011 FALSE 0111 21-0.0 in&CFO t.PI1CAL sPALYi-6-9-4 116E M"W"UFAR4 fUIC Fat FASIDdIAS FALSE 001 041011111 t47tltcALS. USE U4 UM.FG SUN On FAILS[0G1 CHM *IRISS 00(M 011111)ANVE FALSE 110908 011114.lull M mriew rine lA, COI%. LAFEML 41"CINl wt t,P.l.t. fat SFA.If6. R1l1 bb-6 141-0.100 ♦ 5-11-7 6-1-] 3-11-7 5-0-41 1� 1�3-N et 12 12 12 12 1-5-14 74 7, Ill INN wttT•t 5-7-S t ]z- sa, 102 Q s ]laF 102 q a 7601 41,110 7(194 Nor n ?4 *4e 2911 901 Iw 2110 2721 47f 1611 1310 I Y IA w t rwo 1 4 Dfi09O 13.si al j/ w ja sig. ®g1Rt1 3.42 s43 A ]Ls � ]6S Vii{ 112 20 36 20 fix tR-H 6-11-7 6.1-3 5-11-7 5-0-0 in# r a•e YIJILBING TMz Eetloeed Residetltisl CODEC Stnider+d Buf ltling Code (==I 1991) �f w1140 SKMS 110 q* MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) H« NET VIM PRUS112E BASED OM DEAD LWS SHOWN BELOW UPLIFT CCONECTION REWIRED: ,ZU5M • AT EACH SUPPORT. SEE No trusses: t Special Loading: Refer to Loading Diagrass Ma•toue deflect tor+ occurr.o at bottom joint e,. rAsrtN IOiEf1ER Alfn 21960"1" Fka r.A T 41(1112.0 Live Loan OeIlecLion or .558' 49/16), Index-.452. 0./794414 top 100 ItAlts 12'o.0 I Na■utas total Load Oe/lection of 074' 114/161. Index-.472. LL/50!!1 nn�� 601 'sod wtAS 62•a.0 i N RECOMEMEO CALIBER f1'�_47' �¢6Y,3-23�3'�/AIK/ * Ione PAILS 12'a.C. ` F"KX Al OR IESA ALL PA9EL Post". 00 NOT 04111. W a0., IMIDUGH twos NATES. C-K( QAfiT e1Y1510N flAfE TrPE: O.C. SPACING LOMOING fPSF) FC LIaBEA Ita16S ��a� 37'0'(9415 10-1 Ovo. F ALPINE 001 ECOM P11Oamis INC Y�000 2-0-0 LL TC 30 2X1 e2 OS SO % EA6. FOR Tfw TFAISS INC - SOS 1001 S. ASII Pt O flC LAAMn %2,X4 .2 M SP Pi10,]ECT: CF"IEX 37011 A OA/E: 25 Feb 1993 ewAWo PRAIRIE F■ ASAsf 7.0 OL rt 7 12141 066-7940 FIATt-LISA- I91C-F0R S tL OC o itaym 7 Q tine 1 13 1] R ac to �� 2x1 11 SP IICiOnE55" 6dF4Wn Ifi/S6 Pt Aff If Sf 1 IPI' 10faf 6 r EACCY/ AS NAr Ok ffufl0 1/8 woo W{��Q+� •' {!a i1 1! -'mssvow �tl�sttt�� M M�+^A� tss'� .rs.ctoo r L i�' ra �+. t10 t+i +c``w' aA'' r<�st,�,.s sr� t •►�Ott s r ' Ago r .' rem"`,Jo a� lt +r 6A ,asp two`'is d'��evio p'a`r++ x��°i st •++ +at a�+;. +,.et*S ' sa+ . tS ptW tial •f+t rf+ ►.� rM'a� s1" ' z+.R"rM.�"" ♦'+r +fid t,"',d, io v"o a N fyfw �q W two s rtt+► 4t,M s #or a �� OF!. ,Soo + +n eM+'�� aF t siW 4N sojil r�f 44L do000 +►�` MC a00 r pis �4 n tip+ w yri 4/►7� pN xt A�!► tri f,� fa+ Jour' ♦+►per r *t0 p a,s.E i�d �+ s s„as rF+ stJal N f p M1610� t o ;*UK f agooL r o SE so .0 Y n spw+�,,, rte Most y oa �s+r'aqr USE p at!w +cr+rspy syyca z�'s °"tKr siK', +•� wMtf . ia�*s r stint ag rr s„`atrn 14 + 28" .1064 7fY%1a 2a1� per + r �.ta r,3.t t''Rxssr s �-� A'm't A' yT�► N ?ytr tt.ata ODItwo ". tgtl tit TV t�� A t ^ ip�Rsst1 14' 11 1 fry pW�t fildtr0 Go 'A s �.o-D �y1tD st N oh 1►E t. 11 s A,Q,iw It a Art rt -�"� Wof iM t� ) pEM t,� i►J t w t 6 rZ A-D-t• OAS iwo A^rt 1 � uUe dt �, ys S40 .h's rt SO11 . 11 ' t R ft .e tso 10 . t • � fit + flog tOtt% Q can�o At t>o `noa OKE ,fig' w +tN'�' N f�tCltOr of ,�3t. 0'1/181. l� '�r 3 tt�atra+� ai let of AA tt w6 k.w 7. tit to `di 1168 t tse Ut �p11ot spED CAjE �s�r . . Ntrt ♦utbl AE 2 SP ` t sa f 1 rb1t� ` p %A •2 M �tacA yS" dDSP t � fit iG s r 4 `DrptlR+ e�s.�P 2x 2 sP ZKA "'kk r �rtE l n+E: O 2-O o pt tc O' IC�'t as►Ps ,s .1-0ts�zoo da a '� ,6Vt+; Aga t• t , 990 too ow ! • I^ l Aia""f ct rny..►i p +M0!�o:0-00.000► •• ;4"t M�`b 1�jTi_tc1�40n piE\Nt-rsA^tb Ff- syr•�` _. la rN ycc �l e♦ �� is ws•' o a►\@; 8,Wy�t Nth. �•t`'swt�`.+W '°'t.o1:! „i-� �t1io iptv4 tt to w t. 00 o t��` •i� camot 4 to rs++ ` s � .s tr•4 ttn"f fuo,tV taa tW iµsi yt\•• ptr+arR►#art•° +�uta .+ VK +ota,t\f•tft d�f►ycp�►tt n�pC. t fd e1'►rfl► "POO 081 a �.eR .•r a�tadp,r� a� tf W_ t4 A s\\� POO ,,,.r ,r. a ra+++"j�"Wt•� N a'"+ fiN,gt gtopt �a��►,tcEf VOL v+�. • tK•" .w a+• w•a,w► \w•• •r+nr`, •,o.+ otKWy' yd f o.. ,yrs+rte.✓ �s• at"••,t,e -�,\'"a\,r,a ,rw• »j OW 600. �1►t �pu"`"w►."` .��.,"�'N't•r' r►aKs s>`'s+, ''�►us'`" �°OS�,tt�'►�� Via" ce+`�" ertt`'�004- u >+ cam` 74 Rf 'cam 6 ,t '1 is "'�•�` " % lk 'p it �\d 4WD* s_to-t r•'a t'f3 srt• �zt �t� +1 46 ,`♦ 1210 t� `lit# rto-s IS tK'r ``� Cae rr �i 1x" tto. • ►= Ow 664 w • 'Pop" wis va LOS ♦� 1 S l d100Iota*A t 110 Ob $toos SNS g►lPp �. 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Q1A It"PGA ew.1L:41.61"rocs 4tsaas as 1 Al uuMS SSM is OWA GO aua tFwc[19 ^AM 0%f w LM%rrtAsf 1r%m MANGO"M he 4AIrf At6"M via 1 Mr#A&01IWACO&600D67 swan .A-61 6 t I•wf.f SINSOOA Frf.lw.- % s cas"I'lb 4aAtis soli'%ON e6%111 a ANK rMn w*f 4"9193~00. wpa"fa4r aG tat 94"6 c"Oft 4"A. %►&9715 6464 01.0»F1Si 1Y ra 616"4*a too M" M 00 a rdif 117 al AIN 4Yf. U 9"SCION IMAM MASS 0%NIRA ea alslt t1c940%Mf. 131w FdS IESta/ in M 1UNWAMS DEMW L=IIQ6 611 succor mm"ISO CAM 2141A K laaa DOOM ads" IS me P 11Ai1r SARK%u s ua Mf 4p1Meo/t1o6IF ut 4 %.%S caSM A%MA Semi is blPtM Ors"MMa OF sactlQp.d 46Usit. MS wwtt r4A KOta•4.loa1fa6i w &.6AMPIG SKCLFIfZAt MRAWOR -frailludit warty ffA woo104 111140SOM IS fessoawallf Or FAMICAMP. -rens truss 15 aESMM oaf ran TIE 4.940% satFu MOEISro4 Flit alt ffETORM4 or.Oohs 611199 K wK as 1S a0f ►4E WOW04141111f ar nE Irks rAM1ICAro11 at CLAM. -NnICIPAlEo.onitauFL NONWAVrt uMW •anL/4►w- .M4" �1e1 11-s-n 2-s-u 4-4-4 4-4-4 .4-4-0 Oi-0 e-w s-r-0 ISM I-0-14 .2 st 02 n 42 n .2 1-5-14 74 Ptr INS NNaN 7-40-3 1 12 'q a )ter 111)0 4oiZ. 1144 7f� aS,cs' 3721 2151 12Me (� Ile. 4i • /400 1770 IWO, left U. a ^ i4� 591 • • 171)1 F 97100 13.5147 l 4 p 61 MM W ` Tae a.s 5sa 337 a .p1t 20 Mf F- ara a-e-a e�-0 114-• 3-7-0 1-4-0 M/ILDING TY►E1 ENWICeed Residential 61 117-0-e DODE1 8twvchrd OuRdim Cods (MMI 6901) WIND SKEEOI 110 SIA MEATI ROOF NIOIITI 154 TRUss LOG?IONi (Se) area NET WIND PRESS()RE BASED ON DEAD LOADS SMA BELOY W UPLIFT CONECTION REQUIRED: / AT EACH SUPPORT. SEE NOTES 10 AMD 11 ADM. Na hales: 1 Mealwas M rtectlon aCcurrod at Oottas point 13. Msn1Mu61 LA0! Lase De/letllon Or .307' 16/161. IW*x-.261, lL/12001 Qt lbalalm Total Lead Oellectlon of .503' (9/161. Index-.294. IL/616) Kar- 3 - i3 . 13 o&v N 3-22-13 lump OLART Otr/SIGN PLAM 1TVE: O.C. SPACI400 LOADING 4PSF1K LIa4BEA /RAM 37.0' 1n-15 SPEC T-12 ars. r E0 ALP1fE GestwEASomoucrs Inc 2X4 .2 Os sP ► IJB. rot TIRE I"s INC - SOS s/ 41 Q loot S. 6511 pural, 2-0-0 LL TC 311 !K L1s4BEN POO.ECr: CEHtEA 3708 A OAtf_ 25 Feb 4993 d 9AMO FAAIS 1- to 75051 7.0 OL iC 7 2X4 02 Os SP LArOuf 10: 9 62109 460-3940 AC1IfE"'MWA- -T46C-OOIrB'R LL OC 0 MEpg !Z � (N" Q 6&uwa ImAs PLACE 1rlsisto1E 526 33.33 L At ADI t'ACCv1 AS 64X4 0 013990PAVOWS% SIC. 9Ea w ...a MaftL IC a Ito swap M/A0/Ilof Ot.C/1. w co.a.w.umo s.0 M I..IMLAA0 s.AEL1ICALL,d. t4 .. Ionlo.0."....ns aprACo to 1l nowMu4tn• .w �' wae,/cs..IL•�A O.wCML MA.O.t f.A.w_T 4 SMCI CL wo es OP PUP aolshPs 1.1TOM, aft VCR Twat IK.00$011 AMALM a•081.0ft a.►r 0490 w•O+Y M9A10,0/.0 tis' 848 IMOSAAalM- MO 091:11=0•l l.0 fika& $UrtDA. 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VLVA tam SNCOlast li .n fawma ri *4 If1ARf6 PA•K am a1 IAifla r aM no'. a 8M801EIO1$Lots SMS ON ta1146 IRA Slow 4-CAM 1010 HA MK 015101 la ® I.OI:.Hsl "IM 440CA110► ITT wecla .O IOLIM tw MOLD w loot OAUG M.IIPIIA N tif0/w Lagoa0.Y Lagoa KAM me 14~A1/ 1.4 a 1waS I1SI1a1 11 afftlCOLl 16 11.fAt61a!.w 1naKS r AKCII;b a IfLawl Mg ftw6l 81P KCD.pa4110t FLAW-06bq 1 SAFID LWIM MCIFIRof FAMICAKA -000611001.ILAIa4,ion wapto IP163M is KSPUNLIDT.IfI K FMMCAMM. -1111% TIMM IS GES/GRIM W&W f0h W►GIPS 90u. 050fiS104 f01 lot 01>E"11at OF FOODS:MOST K ribs NO IS 401 M SEWC46111ILITI V iK 9R6SS FSMLATGP O.ELAPr. -H/1KIPAFM P01PIRQAAL/•Ilowov v4KP 99SAL Aa.o- .Sa2• !g!i ]3-1) �S rH ?•8-09 6-4-0 }� S-S-s 5-7-0 � Ii-14 12 02 12 �: 74 PLf NUT !Sight G Io-! 1 12 Q a 054/ 3610 7640 3191 ]600 n hS A0 5-.f. - 2961 12 T 2401 �'� /9 I Intl » ] \\_ s cgs Nss . \ 12M 13" /acA 12u TOCP I w o 17110 12.64471 •' la.blaeg ] i lto US els a sAR>A 3>,1 .h. 'pis —►! hi•i L-0-0 0.0'0 6-i'•O It-A-4 I! 12 02 02 •• 1-� 27-0-0 1-4-4 WILDING TMs Emlosed Reeldantlol OD A COOEI Stold"Mlliing Code (SOCCI 1491) MINI SPMR 110 wh MEAN ROOF NICNit 154 TRIM LOCATION: Me) or"MET WIND PRESUME SA93 ON OW _ W OW UKIfT 0011ECT REWIRM: ICA—" Ai EACNMSU"MT. F SEE NOTES 10 AIS it Al1OMfi. M Russo 1 Maximum deflection Occurred at bottom joint 03. MaAlslaa Live LOW Deflection of .337' 15/16). IW#P-.273. L/13181 ilaAleum total Load Oafloction of .520' 19/160. Index-.M. K/0411 � �+ llst!• ?-2 3.13 O/!W N I -2Z-�t'3 tai I lno � CLAA'T OIYtSIQ/ RgIE TYPE: O_C. 9f'ILCf/IS LOAOI/Q i'9Ft WC L04W11 f itlB^a 37 O Hv-is tpef 1-33 owe. 0 ALPI0E Ew if4 ews PnD111ICTs Int V-pe" 2-0-o Lt 11: so 2x4 e2 05 s1+ sal:. rat T1RX iFkM INC - SOS /59 & PUMP Teal S. Gs1 / OC A.E1oEw cAAAo PRAteIC. To 75/"51 7 0 OL tc 7 2104 02 05 SP TATOLCc cFf1TEx 3709 a DATE: 29 Fro 1993 a 12141 SM-3944 f.Au. 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ItOOQ 4177"1,18W.0m ptift121"M be Mar 140" * /-16MM arf"eP.MJ-441I14, '.0c t•t f1-f tcfl 7414 ISM 111 Ack CwM5311s nCJp/O!!O 04MANKa t4 at C601100,10ta9 as, "11,CtiNN Meet" Is 004481 ?t 4IUa1 Waco KA- I 101(:1 84/81116/,0 SAMMUt1O1 015%. VILA flat 911-90 00,64i6 We CIM/114- Wei It-"-a 1411,.111, Air IWAIS 240 Valla Aall tAMCCOIS WGta W-A"Mf. L.Ile"on"l11S 6860 C14 nrd aweclam w.ns 04.0 w 0111.11,181.+s afro RSoo"left M tA.4I40 wow 4000 1 4010V+u IR•AK 1216 1Un<fs s►am@ .T N' s I tt2a1 i.-SitQ/O fT MAMS. L 71 comw4 1 ftAus Sim 0%ft"16112/lm F41E.s arm am beds 41"tli 016lMaJ1101 AL vat 90" 0Q.a1M sow!. 1211SS 1AKID ol-MF40-A W /n 14L14f1-w CK MSS-U.0L aA A 01OV19A IM IM.M'.. • CM44CM 44.1,0 MIIS.ft.nab"410041 .IuCat s<4n: 4l"NO%IWSItN #a Ig 1.N:a TIS ate w t 0US10- 0- SWIM .WY 120 CAM 01(11)N IA"X P/-W a.laOOM MA Be town" .MMIS!else me 64 ~Alm 1,y 112 4 t-d7 wstiR is"fame►e t4 veamf-eom U%d*%or occ-1121 O 4VAAMf 01E Mees #M 59.SM4.WI ltM1 C C a 4 OA -AM IIG1M1.1\►I IM ft.1 MMQ MSL WWASWS IS PEWOlAM1.171 OF FMPIb1901_ -Mali tows IS OES14EL G4.1 FW NE %,GAA FQn. PPPASlot F•A #to[ P4WwlNlt01 1,E 00101Y16141SI BE 1.14E MO It affil ME fE:YOa BtsR i7T 1X 11E MOM iwE01tAlto W CuR1. -AM9CJJe/Itfl MPIIg.iIL neeg HM UQ!• NIA LOAD - .101' 1aa/ 31--11 :•1111 •-a-a r1H 1-16-0 11,11 z-t11-0 r.-� 18-7-� Wil 74 FtT t-s-t� �� •z .t ._ .2 at n 115-1,• al..Nallm 0-10-3 � 1: �6 2». 7151 •140 at4t 2617 �.• »at '. \ � ext. N 6� �� a1• an• sem. tax. A `A � /w 2■3 \ ' tOsf 1041 1111 11?0 we 1tD. 11,1 � °_' • 16 0 1711 I a W u w S t 718 ala a.• Sfs >a►6 a7 ;• u.11411 ytt y 2 12 20 P..F a>t-6 •-0-6 r� 111-6 111-1 lro-o N .z .t 02 .t 02 N? 1,1.10 37-01- I1 ArtlilDiNG TY*Et-ErtelOwd Roaldal►tial ^ GODEi Iit011dOf�f1 Ottlldilip �bdr (169441 1�1) Q WIND $PM t 110"Al MM ROOT 1416"1 154 iMS LMAVION: (ge) area w MEi Vtw PRESUME "So (a OEM LOVIDS SMM 9ELOA UPLIFT CONECTIOM Ri QUIREO: to / AT EACY affmi. 3 SEE NOTES 10 AND 11 MOVE. Mo trusses: 1 Ma41R10 off loction Occurred at bottom joint 14. Nanjawa live LOOS OefleCtion Of .407' 17/161. Indox-.3318 tl../10911 Maximum Total load 08#11attion of .636- (10/161. 1nd0A-.345, 11/69:3) ti Q, 2Gv. 3-23-a3 01WJ N Q 'REV -2Z-921l %Jmp ty\w'T 6lik, MAM OIOISION RATE TYPE: O.C_ SPACINS LOADING PeSPI TC LIME. 311LAW 37'0- tW-l1, SPEC T-14 OMQ�I ALPl1E 110I EEJM'tfD PISOMCTS twt ".,3000 2-0-0 CL TC 30 2X4 02 0% SP EM. FOR 711643E TRUSS INC - WS yT $oot S. LSM PKla1 OL gC I at L MEA Pp0,1F,,CI; CEI4TEX 3706 A S OAIE. ,715 F" 1993 ��oF �� d SAAM PRAtRtE. la 7-30+51 7 0 _ 2X4 02 0% SP 1,183-681, IR 1 121143 660-3940 WATE`APE,L NC -FOA-T�7 LI. OC O 14EiS 1-016(SVS 38� 73.31 111 OC )0 2114 03 92 SCALE:aE.dEP 1P1/y,6 RHE 1005111681E 10111 47 t1cEPl AS M►/ 10 wtE0 A/O ar /4,0410001 lass/a• he of. IN 111/0/1 9mMKL to Nodeml,a►A0t IMLL R Idlatays x4ael1eCA1A f All Ni ALL ItrilOa 000 01bawp0 MONISM 00 WE CWW8140OW• 11• 0, oawltAKS saNwla somotb A K"Wft 4104 o1l4 laftm Y as W&AN 1 selsk t&Maww1. A VAN 1.111 TK oPaw tMl®6 M Um.47k Ly' rlf! Kr1aw00 oesla.Vq .R' fn 041A1aasIO1 06 1staltw f: Mf aft" As..0401_ alt It to da.A1 Agar kA"pen~919 Au 41aaLs alias at 9w OAi l►M41t am saws Aeclrawlawes so amp U111! Osww1 -0 SPACIMS 1600906 11./91 46'a a aw,. IDAIVP.11a-ACL-fameas ae s.ae W Att616..4 Ms.. fob smart Ale 910"as be 6,0041 911/901 co sal so. "Mcks alWae a 11amt0a Olay t1L1'X Att00 MII Ea 01140401SE L%Owvw on&X-C#"NO Mees Has R,4►1Casto6. 114taL Mr-a-Ga0e PLoLn' y 1w*at amulawaf A N-9C4t Alwlawm .txawpt •Jae eVa 9w1 saw IOIL am NI Ali C-100WSSKw 1690 00600^511911 M t!WMIItiIA 1% UIS tette!§40lnas IG C101E01 W1 11N'11 S WIWICa• lxam iw�A"I AV Ins pita. e9CA FILL 9&-us oftm es tls.<A gra" I.Y i .Lr1C.a lEatwam IR- IS7111 60A WAL RAR C&RAU1i6 WM&t^dWS ASG a MIs New K11111/Via RAA^#cwsesw ftAin at,* 01 RATS TIM was OWN 0310"Walk be tGOISS DOWWAS l 9"W"0%Ia.CO4i.efee.la lPatri .1 .e s t cart u.st1.o.lawt tiw 1laestcs. Ir 96/0416900 fLA14%021%N Samoa 01 WAt Pals[LS N. 94 t.awS drAWt11Y UWAt1 all 2.me 191K !+u wra0 4411%, 0311%.01931 410,11,1114 .Y taw 160MO t UE 11161.n.K RAW ca 1/plf tua to me me. 4 C"awaos muff Sim At E4tab 0A x161- llaiaet 1001 MM lads OCSeet RAA ® 114miJsit NMPO'arwotl. 311 SPECIA..1.9LIPI,CAME!pay K 11101 L►iW/1f►110,11 N tess la 4f Am SAM no t.e jWftIsl los Cr gVe a tort lttlw IS rft ICAL9 We WCPMP WAN Uf600S O CK.Ileo 19 0485x1 An d!-tt r1A1 ItRa0e90.I10a rc JIGOINS WCCJFjFD Df F&WICAItA KMIIawa N.Altti talk#Wa#W usaseS IS KWU481ettiff OF FAawtata. -THIS MISS Is IEStaca oma•foa Calf L&PS you,. MWJISTQa Faa tet 6`14CM11100%GF FV0p6 1USt K ttlte A.4 IS 101 Fla PESA06troull'f W Ile' 10138 90e011CAtlaA tT OLA/W. -AwtICIPAtIZ NPIWAtIAL 610h30xT t80[0 IetAL Loo - .3m. I 1 real ro-u 5-0-3 5-26-: 3-5-94 5-3-14 5-2-2 a-4-e 3-7-a uu1 114 ear 62 �2 �t t-s-A4 11611 Fl INN 4-10-3 e: CI s 3"s 3090 3940 3ea9 3160 t r 1 t I 1? \ r4at s v 3441 ~ �f. 3229 N s� N �3 —zz I let Zai 1400 0329 to" 1fAf IZof set At 1�f� t n13r F- :1 03021 1.116 W 730 3x, 6x7 3xs 3,14 3e8 t�.ajal � t2 M PLF F- a-3-a �-Iwo s-a-1� s-3-ta 5-72 7-0-A 02 02 02 02 M t-s♦ t-s-o 401 A 8031101114 TYPE: Enclosed Residential CODE: Stam" Bui►dirtp Carie 06=1 1991) N 111ND SPEED& 110 mph W-All ROOF NIGWT: 154 TRM LOCATION: (SO arra MET 11710 PRES%K BASER ON DEA!D)�LQADS S1101rM BELOW W UPLIFT OOIIECTIOII REt1UIM.- AT EACH SUPPORT. SEE MOTES 10 AND Ii ABOVE. F- M No trwases. 1 Nanhe"o deflection occurred at bottom joint 04. Naximase Live Leas Deflection of .494' WIN. Indes-.l kte" Naxialis Total te" Dof lection of .773' 112/16). Index-.41% 4L/5741 h RE t:A D ftft .42- 3 -t 3.93 ow cv A Re 3-Z Z-93 c_.i1 r� 1`n � aAer 0I10I82e1f Ot.atE ttrt1E: O.C. tiAtft% LeAatlq F'9F1 Te ueacw ualss 37.0 m-9 SWC 1-35 "aft CAs6dtdt0 IvtaarcTS VOL Y-''000 2-0-0 La Tt 2xe 02 Os Sia EM. FOR TAW TAM INC - sus tool S. DSII wrnt. TC et Lt1aEw INFOLECT; CENTEx 3700 A . OAIE 25 Feu 1993 GRAND MAIMIL TA 75051 7.0 2xe Q Os SP a 121A a"-3940 R-MC-A0 W-- Iti['FOw t LL eC o LAYOUT IQ Q 594 RAL BC to �� 2x4 03 SP ADI11t[55 lE140ER 1ftrS5 q alE 11.SIIIVtE 33' moa at 47 E1tEP1 AS MM bE r.JlfU 1 n 1t►At[K 1144 M r Oat 101Etwom K1gRw araC! F 4ett0400 waEia JOWA Ill 64$1.034*l4ait1a4:atA a au tet A.t s. Oti -_ >oeUtt, x4 to K 040ft Omsk"t1.6Wt, 3%TAM"R #4 eam NVM 6.E11N*P.. V4 Et AEf Asti W rlAblrt..e$Mek 7104ft "MINN tall 4 t/!*A06 WL"W AM Pot 10tANN00 ,M 0=0 W% 141-A"& 111 002.34R Alru..- tM 901et SM"sw CM tet A.Aotet 011140 it 1.t M. 4110th►Moat A 601116"M snOtt 6441"NM*MetAtst i 1414114 talft SWAPDaltr6 Ps^01�=91 tet 104114t.IL h Ptti/t APPRUAL K.NEIO- MC MOL 440 /M AM I= "i au Cow"WICK 01cps 010dettt AMAila rte K+w*lft — teml$$00.0912 AWAIAil/t =434 SWA Ctu w•.ri SPJM 0#ttt+tttt SIO' IdW A PLVA M!►tA1e6AS 6•1' 11— tell arKf1/S#AS*to aA**4aiWMGW 4Attf 04 r M WIS 6%M 9"left/ttltaft E4►be irons"A" *0 A WWWOA 0h W 0%tttlaM VACC4 it rl" A t fiwl f e Sirew.-_. >e ge"00 SLAfIS$mn a1 was 4"Meth rox"Bae a1 WAS 4^42ri 1tttl.AAMW ae6 on 96ML W#Gft uw. wicss Oro 0.4mist o. Its 4E100 CF tt4 WUM tu+ @' C**t0,P ftAft4SU U "AAO a>1�ttIGtM�y0MU r..t k 411M SHIS MIS"'SS"(41 MRtt+WA tt 1weSttn+y.rw wtIIAC.F N fit � 1461CAM SEA"aRI1140 111 711;.1$e0dA,U li CASA.lock to LAIWA OL4416 -4 646 w he VL Ert,$820 At USA"% Ott wst RPAug SAA-W Is ht&MIUM fit I'm A off,"aft I ow tawtea rt6:11t+17lN.iltrn r At t r r -Nfptfttirt$*ANK+spoksmS MN USED. -AC.Ii/fO.Et.lU1104 F40'11"4.1116 iFJSWS IS feSP 151111 It ffe PMMXAtCM. -11411 tW65 IS 4E510*0"e Foe CA tCAIM 1101. /fKr{1514iA fdR t1E Ppc,vedtal 9F 0001t4 WAI N kw as IS 301 1141 rC%M6191LIE1 W tK WAS PAMICA14P M CLAAW -r4011CWAIM 1"I"10► K0064MI 16"t1l tot. tore sw I S-a-N 1U1 9.3.2 6-2-2 4.1-01 IF 3-1• MZ-2 S tt-4 74 let 134 14 MO` 1•!1 i4 2�t4 40[1 241 12 1-3-1♦ Mia WISM 3-14-3 1240 920 } f2 7631• $00 4641 Mot Wit 12 b a f i 1 i 4 2440 7`' by41*3 a• ?XT t74r 4211 w 1 6170 3141 22tA 2190 3750 474 1 it 4590 3t 741 i ' Si7 644 +107 413 Ali -91 stt1� J3.51 is Slit 2 a 4Z 4 '' no,as 4-H 3t1�0-o t-4� alis not BUILDING TYK& Encu Ktwldentfol tt t OOK: Standard Svlldlne Codi O=I 1991) CD WIND SPEED! 110 q* Irm ROOF NIGNTI 151 TOM LOW ION: {fel arta NET VINO PRESME PAM CA DEAD LOADS SMo4M SELOU W UPLIFT CWCTIOM KEOUIRM: ,,LCII& Al AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. �} no trusses: I SPOK 161 Loading, Aaftr to Loading otagraw 401 monism 001octlen occurred at QottOw Joint 04. FASEEM TOR!"+WITH 2""~'Aa*d`At (; Maautw Lasa Load 0011acetttn of .534' 49/161. Indra-A33. IL/0311 tu► fo4 fulls tz•ac. maximal Total toad Oilllecttoa of .837' 113/01, todos-.452, k/5301 dor for MAILS 12'11.0 h ACCON EMEo CAAWR .45� N; !,� ¢ev. 3-ZT-93 �1lUV F�tF'».RAILS ALL PAMX,Mins_ i 1V 3- 2`93 t,,tnp DAUj ao tat tuft OR eat ntlatlst tnlss rules. CLAW•IVISION F"If tr!'E: O.C. SPACI11i LaADWA PSF) IC tlaelElt Wo U A 37' "V- skC J-t6 Oda. 0 AE,PtuE CM&ttE4I 014130 IS Lot 1f_2+oo0 2-0-0 EE rc 30 2x6 al as SP CNN. rot TRUE TAM 1110 - SOS ,,¢ toot S. "M Parr ac L(AS R PflajecE: CEmTEn 3106 A 6AIC 25 Fab 4993 Q !nape"Waif- sa 1"Ss 7.0 Irl. ?c 7 2x6 s1 Os SP 1214! 460-3940 'f"tr-ow : '1ti� t LL aC o owes lArWt 140 I/OF 750 OL Eli. to 2x4 03 SP A60HESS M�+' PLAlf lt4titutt �� 3'3 001*A 4'j E►CEP! 345 MAY t+E aartEA 1! w Ikepo 1 outs or r NOT 1:[Lo1 N0 44M1t^Mwo'i s mM NIN tLA9ai 11eRt IN, e 54844 t sm"ImICKA a 40 lar AA 104101 0%"-480111M ASSUK&N/r ralal Aa*1k- 011 y NANCAKS t1RaM &wcerA fd"K• t104 Ao1_I SKCIa1 AO ON ft&MRIs IOtSNte 090CIP4. *71 fa II-&I art MUM ar•1a&e.all.em aw .Ie! N ftc l SiialM-Y 1/11' 1./ I&SIAAAlach AM d"Ca as O 11C"m" ftp"aw. w is r n111ep A4,w'M►T tons& tAtnli Aa &Kaes 14&11 A rQ chore lLIM Mi"N feOMeam is Oak Yr-a4A JI or-3m-IMOD&ltZL K' .• S-•+: M/9114At•.W-C"&"A&Is .4l W OCCUMAKS UtM fM 091,1410 04 All&MD 01 Ile LMM SHIM ill 114 PO- LInCI►.P~a esPCN 0&111:94,11?. :.LCIS a4IID 4I-l14101917 CWW&Wl NI MUC%R4 44 ot([tt-]A Ii iJt 64.1L. I Il111106 SPS1M 14AWW1110,PAtlilra'!&/Irl elr&em 0. V-WAII AMMAL I&A" & %M XSM fwa lie M& 'loft 16 Al COA11161w o cm NodefO mars"/e a1 ', 111 Aa el Ml kdt CKSisw"wood,1;ctfills.N I►►MSite w"frua. FINLp Nl9ptes 01e)t111106 IML IICA ONE Willi SOACM.ra ulnen ata` WIN.; "0137)le.1w1114 ICY WAS 1108 86910L qAK C tCCSILL&ICO MLsas 1114 L a I"$aeslew is&A9&IN MAW C(INKS fl 0LA/11s OLt O WkS ORAS NLS ee91 CES1a1Oe FCA INK,tG/Mlle 941I/ 41111.► oAaua►a AAACANs 1113111m SPAR=AI 1&- .. N+K IH W"GAW4/7r lowwzs O fOsaClO.Is.ATT S UMM AN SAM Of"IK.FIRIAN Olt a 0141 iJUeilr. 96UL11Ittn"UK>RA WIrOM Rt/•• Ilam tam sr16i U /M wD NI 1.Q M IN.BS wA.eE OA LP KC1Tria M Art 100. q Mgga1I1 fLAII SINS AN CAtM 4W 11"MM UCPWA LSISI NM 1.1S SES/aft Ia ® "I:AT1s 1EAA614 tOG9101- Irl 11OFCIAL IIMCL IH)004 a1au0 M OW"110bN1al erlr►6116 06 N{ate&. IACAi ILSE% AND 14 MMIAINN C1 Ire It lots"sts11 IS 1FILICASL is s— III Mae it1/Rs r VUUCw O IAB![S >u d11,2I Itfl NICC&NIMA1144 1#6 l 116 SPECIFIED If J AhA ca -AEFE11114 NENISE 1 S1PESKS NOV LOW -AOJi l@AAA PI,A1T14 90A MAIC&1114 1 IS 1Cw"IS1e TLlla co FAMICAri111. I au11 ?-7-s r4-s ra•o r9-0 r4-0 s>-a RAT r-S-i4 ♦: ♦2 02 02 1-.3v-84 74 166.5 74 ►9i 1411 "eight 2-10-3 � T -0 14•..e 1711 9290 12 Q a 5461 5999 545• 1n ZLs. 2499 651 sue 19110 fA21 116• t 1 n 2v151 2095/ W I: 1a.51 T9& 13.Oi rm 3K4 4sa 3A4 '�1! 20 e' 211 PIP 7-0-0 3-0-0 5-6-0 7-4-0 02 02 _ 61111/ 51U M 1-4♦ 21-6 O 1 a♦ /� BUILDING TM: Enetased Reafdwv%lat ll�COMES Starmi"GultdinG Cods (==I 1991) WIND SKEDI 110 mph MEAN ROOF NIGICT: 151 TRUSS LOCATION: (Se) area NET WiND MESSURE BASED ON W DEAD�LOADS S"MM BELOW �/UPLIFT CONECTION REQUIRED: Vii._ / AT EACH St1PPORT. SEE VOTES 10 AND 11 ABOVE. F� No tnlssea_ I N&ste11Js deflection occurred &I botlos joint 03. Q1 "al imM Llv11 Load GeflecLion of .I414' 13/16), indes-.262. IL/13701 ".tous fol&) Load Deflection Of .288' 15/96). Ind1111-.274, IL/9751 2Ev. 3-23- 93 ,0W N Q V 3-2�-q3 ti,,t►nD T�wJ Inum 21'0 11-7 7-17 ors. CURT DIVISION PLATE 1TPE: O.C. SPAC1Na LCIADING PSsi rc i t9ow 11 II4 ALPINE Ci GI FUND PpmD IS clic e-DDD 2-0-0 LL TC 30 2114 112 Oa SP Eur.. FOR TRUE MISS INC - SOS 1901 S. Gtill PrawT OC LtOdWA P10JEC9: CENTEX 3108 A OA9E 25 Feb 1993 ^ n GRAND PRAIRIE. In 1'5091 7.O OL TC 7 2X4 02 Ds SP N Q (2111 GGQ-a9.0 vck1k--"*k'J LL Tic O 4� LAYOUT IR Ila, / 1 t 332 i 3] 33 OL Be 10 2s4 63 SP ACAWK SSL "` -- #EAB1N l6kiss .%Alt IrrslltVtk ` 10,Al, 47 1 ' STJC I-. . I f•crvl as 1rw♦ 111E rr ilrli 3/96 r .wEn frt►rt it I1f ltti/m 0/411AN fAL/1 OF M94KVfs 4U14t US"49 IA61AtAt4 1..AIR1[Aa.I o1 lei Au «06190 C VQ K.oas*aam N tr Cow UOOR l. .• 9' Lowers IA1p.q tA1✓Mi tf3ta his NO.A YAtt[r. ASN s r 64 C4t@p 10Ml4. es+lAe1 130.1 7A �OA1/A fi+om•+1INV LV' oHf Ill/Jos 10"tw0a 1?' .- M6/*LAANO ."l►.(. I"Or 44 7.L61 &lJiWa1. NO 1S 4f 0140",o"A Mf1.[METE,i/a{4= •A 01Alt-Area k up co"ll OILIMS AR/M PFtYf06[L N 2=0 1111! {P.W. :/�&A-4784A Af.Arl6 Sr4[4 K' •t OY.- 1AMO:M.e1l.ttli NYAL/[was X.K1LiKM41'NM N IAP NSt,I AM PMMA A 110.s1E11 1SI114E or 0.9 pa- OINCR•AJOA A 4N6t0 006 1R IOL L^M 101!0 07.l7NlS[ UPPRIA IN 01LK7r.r6 tlE_71o.►aLICA/1Pi. IIt1M1 Oft*@ Mo"'"RLIl,"M Ia Mrs"" h 0-0640 NVIONAL 004118 tar as" RN Ste"94 WAS nT ALI cow"SOlC4 DA>Ob Iftem ASSMI6/0 K Cc"IIURAL 06, AMS CASIO.441fCI%e 1.0-00"n Tri cl61ls yfclr les. + I eUM.tat A&MI94141/ 11th OCA ftta ft-t2S emus or 1111.90 Sfe' 7110 1 AMOCO S"Tw1/6 %fl- 10,14 AOR/Afl NAIL tweilm NAM Ift-m"Arlo s OAt E1cen K some to to re.tl ICV1Y1 ILA M 04L a .was/.um WAS OPEN tAtla®900 7.4.fA11246 lion fdw.1 CRryNA A eaAC1A6 412011 6 SPOCO AT N' A. (OVA 110 t/NOr[.3 1..0 Uf69S. >f ce1MCtO+RAKS SIMS AN SO=4r 41/t SWAPS a. W 11111 ORMW "Im"ll A 116 NH YWA, G1390% 4WJ. ULESS 067f0 t7.plflll W t0 s66064 or W 1465 kA.Be an ON ftawl C0 O1 AN1 W.. 1 OVOCC100 NAI[was A04 CAAJ&AN Sam 614:190S6 SL41Si Std Lilt tE11it $As ® 414MCASU E0104:/fAll?t 47! WE:IAL.WEL11Ai:0030 LOAA OE IAWt IRA"04/00904 MO O.ldita Antro iii; IAti foe 014004,1110/ar t.! 0 I.n fASt4o IS soft K/a14 /O%W111P WAS MOMS d accTtO+O TAa6lif 46.JO-t1 101 RaolEsaallai AK 40_VlQAJI1Wi YL LW6116 3KCIfIED&&IMAIGIEP 41tKIIll/E IESMA SIFE55ES No LIFO. -AMI/:Call PLA/lAs fin KA1tt11K 11111NltS IS ItISIr lalkiLllr Cf fAmMtA►CR. -ells TTuss IS OE.SIUAM CIA rui 11E Laos 30101011. PRAVIS1011 Sul 114 10EV1111oI OF P01011I6 061 sE NA1Y Alo IS tot IL! P[SP016ISit Ilf Cr TIE TRSS FAMICA1a an aAPV No 4-7-e 4-4-30 ]-0-0 4-w a-7-11 Nut t-5-14 1-5-04 74 PLY flax Islet 4-10-3 L t2 1 Q i 21YU 2730 a a 12 - 3221 322e sZ4 ia a � I60S \ 160r 860 6190 Ilse Off f 1 f- "at seat W n �s13ea 1)-513es wl (� f1L0 3f! 344 20 Ptf f- � 1-4-0 OOIWIMG ir►E: Enotosd iteotdentiat .. QOODE: Stftftd" Building Code (SBCCI 1941) n2 WIND NEEDS 110 1Tilh HEMI ROOF NICNTt 1S/ TOM LOCATION: (Se) ora MET WIND PRESSIXE RASED ON DEAD LOADS SAt1A BELOW W UPLIFT CONECTION RMIREDe -737 0 AT EAC! SUPPORT. SSE NOTES 10 AND 11 ABOVE. h r+o tr'wus: t llaxitwo oaftect.lon occucr4a at bettaE joint 62. IIB•t>•w 1.1ne Load Deflection of .069' It/161. ItWeA-.098 IL/3652) wax/e11oo, Total Load 1Wf19cti0n Of .108' (2/161. lnde4--101 tL/23331 N N Q {i1=v A-Z-Z-9-N L,.hr%v Mtxff D 4 Tg6S21'0' M-9 1-19 COG. • Rr CLAYIVISIQE ELATE Tt'PE: Y.C. SPACU16 LOADING, IPSF1 TC lL1lMEe Q ALPINE EIGUEE:11Ea p7IMETS Inc le-2000 2-0-0 LL TC 30 2X4 02 N SP Eli. i� Tell£ Tf O 1110 - SOS 5 loot S. 6511 P1A111r SC llaeEe PFN&&Cl. CEWEA 7709 A UAIE: 25 F!O 1993 (L 66LAM /RAIASC tt 75051 7.0 0. TC 7 2x4 02 N SP 12141 1180-3940 A 'I L LL 9C O LArOut lQ Of I �as AC.oNE55- 204 u 8C 10 2x4 /] SP SCALE ,AE118Ea IIR/SS PLAIE INSIIIU/E 33.33 107AL 41 f•tf_P/ As HAV Of lglfo 3/16 M tataeA lrf. K t t.0 lRttF no atlaal"4Aa0.A ■ maletra a►Ata$waw w 1a4/Sa"Att1tM4/LwAt• Ial wa f9115/11I G-M 19WM ASIMP"N K 610a1aa010,1k, as, f' Ia0KH1t IAM10al 6 tel.i 44to.49% flit•Iw.. 11 Co w9 tO.00tvm ID[SIW 1"41910. m!JW �N INC NC.4UA YMItl.tr V&, a.14 tE loom 9CAM114 a/!' It.- NIN�t/►tltn r6 N WiLtagA to E Ion I(aiwO/l N, N IS ""as^6064LC LMti tx.lS 14 @1099 aMo U M OCA 94.945 M!wN/IVMBf11/t GDCW 01191, Bata .11 40WIM aCwRJM frKiO W" • 1"V9".11"ttli f.t<f6 K me" W.td/baQ 11110 101 aalSta 1�"we 0n MC a.mm 0111.?O Nt am- ali'mcK r"Vol A dakam 00"N%ICt. Jlfia glfD OMCAIts! �2R00 Nf OwtIK.AS/Ki/10.►it4t1O6. 1 1411010&6"1111 Hwf tl�rAkLl=t. "K%IlU & Y. V-K"Offirmoft taMYlk II[83101L fwd No!N• mm 60 all COfwfiSICh CWAM apdk[Jal 01?010 all W OW pt/tA 44 NNS 161Ya OIKCRt Ii 0910WO III"sism 4[a7tt4- f04SI 0w-,-ft&met&110. 7261 mr.&rW i-020 GOMM at 924e01 NO' aWa 1 ott.AM*(-tells N7' IItis Ips @COAL RatE C5064c:l".1104 U"Ws AM a tons QUI&@ IS OaSED 4.Alaat Come Cok IVfEt Ot V 0 0.16 MASS Mal 4[110 f MMIN 101 AO 1614414 t►O/a @".1 OAtAA.t 01 900014 816/006 WOM Al .6, 0 a mactU St1Yav9"fto Ma065ti. foCaclam AAtE$SIX$at Yta a AFIM Famm 01.. 0.1aNS/0Ja1140. 10161lt.tAIla4 w`aK Oat" C104`0% row. alta Ionia anaglls 001 10 BOMA K N0 Vt"tut aE an 4w Ot1U1m r and 0a. - w C210AM010s ltAti$IHS A%CAU&" 01010 400096 gal[ NMO OaIS KSf01 ti ® 16GRARES aEIAOO tGrAV109 171 ttCUw .0./044 cant *0Aa K IY1iw CUI-W 01100{14 w 4t Lost. W SM 161% 116 Ito 0"t"90 fon K 1.0 0 aft"Q0401/S NIs.ICAWI h 210MUP woo"Umn OF gm lam 0 IPA WS sm w&S-99 nm FIm0Q4a11ot 0I 1 ACG Lt 11G1 iVe at1101"JoN -AObllfRsta- gAlU4 FOP /av+Ofllt. 1PLSSM IS PESaU9SJ9k,11/ Q foJOICAIOIs. ASI 3-e-1 -11-12 ,-tt-E2 S-b-a ftll 1-5-14 t-5-tt 74 Pt.F M4>r 1111191 S•7-3 12 t Q6 361111 N ss ale. 37e/ N � � 1971 Isal 661 1391 list 661 W , 1664 9601 11.5)309 {].tH va BAS ]t• F 294 2%4 20 RF � 7-IHO 7-O-t f-O-O M /1 WILDIUS TYPES Enclosed Raldentlel (-]I CODEC ttwK%rd Oulldino Code (11001 1991) CD WINO SPEEDS 110 01}111 MEAN ROOT 8IGWTS 151 7RUSS LOCATION: (Sam) area NET WIND PRESSURE BASER ON DEAD LVIDS S)IOWk BELOW W UPL1fT COKECTMON RMiRED: AT EACM SLPPORT. SEE 1107ES 10 AND 11 ABOYT. H No trusses: B Maniam deflection occurred at aottoo )dint 12. Maxim" Lire Loafs Oeflecllon of .069' 11/16). lr4ea•.M. 0./3652) Minimum, 70tel Load Offlectlon of .109' (2/16). lnd011w.101 lL/23221 aev• 3-73-.q3 Dew N r--V q3 wlnD MU23 � 0001@ otrlslf>*t tllatE FwE: O.C. SPAttlls LOAo»m fPSFI rc LUXI En nx#S& 21•D- cnletoM T-i9 me. 4 b ALPINE "11EEN PAGOUCrS IAe2X4 /2 M SP EMS. FAR TALE T{USS INC - SOS CL IeOI S. 63V Rtlf►- r- 000 2-0-0 LL TC 30 k LtmalEA FOUAfcr CEt1TEa 37010 A VAIE. 25 Fab 1993 6PAIO PFUINIE. 191 73051 7.0 of at 7 2x4 P2 m SP OF )� Q 12101 "0-"40 1«-jj:w 1l--- Ita�—Fbi—STL- tl fN: O ,S� l AYOVf 10. f IDB 33 l3 OL aC to 2104 83 SP AOOFLSS SCALE' 04044010 111165 R Alf Ia6t11utE tog Jt 47 ESUPI aS H&V eE loaaa. 3/16