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399 5th St (vault) R' J`- TYPE WORE G .�oBADDREss � 9 PROPERTY o ng F.MONE -2-73 -58,3 CONTRACTOR TF EPHONE PERMIT'NU11�ER ��6l�_.?c2��&� DATE - 1 2-00 J LlQ �/ 8 INSPECTIONS.• FOOTING SLAB O�✓t� 12 nE BEAM LLYTEL NALUNGIMMT'MZVG /b —!7-0 y FRAAMVCY COVER UP /2- 6 -o INSULATION FLVAL BI7ILDING - a CERTIFICATE OF OCCUPANCY :2-D ELECTRICAL PERMI3# a Q L 4-L: ` 12VSPEC77ONS ROUGH / a--.;L6 -v FINAL JI-4 o MECHANICAL PERMIT# 2 0 s 8 INSPECTIONS ROUGE / a FINAL PLUMBING PERMIT# INSPECTIONS ROUGMU"ER TOPOUT 6-D WA FINAL o l NOTES' Sent by: TPUE TRUSS 9047577336; 07127,•'00 ' 1 :51A'M;)etFsx #439;�I2ge 2'5 w.., B01 Td-8-rr* .5 Ad 8enplNUm :7�DQg1g9�J a3.5" X 16" 2.0E ParaliamO PSL BFAMAA 7111 7l2filCC ',0.59.44 AM Page 1 of 7 9wld Cade,124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -- _. Overall Ditrler�rion=24'8" i r. LOADS: Frod;tct Diagram Is Conceptual. Analyst for Beam Momber Supporting FLOOR-RES.Appiica7ort. Tributary Load Width; 1' Lcads(psf):40 Live at'll diration, 15 Dead,0 Partition, arid: TYPE .^,LASS LIVE DEAD LOCATION APPUCA11ON COMMENT Poinmobs.) Floor(! 00) 364 1.02 17'16 Ad da to UnrForm(pff) Ftoor(1.00) 290 108 0 to 24'8" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE!DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 1993 1772 12765 Detail A3 ',25"LSL Rim 2 2x4 Plate 3.50" 5.155" Centered 5352;2311 17673 Detail B3 3 2x4 Plate 3.50" 2.25' Right Face 1 725 1 574 1 2302 Detail A3 1.25"LSL Rim Sea—rus Joist SPECIFIER'S 1 BUILDER'S SUIDES for dated'A3, B3. Bearing length requirement exceeds input at supporta;2 Supplemi lta r,ara%&ares required to sadefy bearing requirements, DIESION CONTROLS; MAXIMUM DESIGN CONTROL CON—ROL LOCATION S;rear(b) 3917 3221 10827 Fassed(3o%) Rt and Span 1 under Foor load Mcmert!fFio) 8527 9597 34954 Pnssed127%) Rt, end Span 1 ungor F oor loading Live Dl 0.064 0.456Passed(LIGSR-) = MID Span 1 under Floor ALTERNATE .pan loading 'oral Def!.(ln) 0,110 0'.883 pnssed(L1999+) MID Span 1 under F;oorALTER NATE span loading •Deflection Criteria:STANDARD LL U33C,TL:Lf24C). Bracing(Lu):Al comprMion edges(top and bottom;must be braced at 2'a"e?_unless detailed ether,,,iae. ?router attac,?rnerY and positioning of lateral bracing is required to achieve member stability. The.gad ccndd=&",*dared in th�z design incluse Aherrate,member leading. ADDITIONAL NOTES: -IMPORTANT! The analysis P,esented iv eutpLA from wMlla'e deve4ped by Trus.;Gist, Trus Jost warrants the sizing o`its prcdu�,s by this software Wil be acconlPNshid in accordanoe wt:1 Trus Jci3t product design cnter9a and cote ac;epted design values The specific pradu>r,application, input design loads, and stated dimenslons have been provided by the so`ke"re use, This output hes riot teen reviewed by a Trus Jaist Associats, -Not all p•odU:%'are readily available. Check with your L'upplier or Trus Joist technical representative for product availability. •THIS ANALYSIS FOR TRUS JCIST PR00LjCTS ONLY! PROCUC''SUBS-ITUTION VOIDS THIS ANALYSIS, -ANowatla 878"C"911 metnodology was used fer Cede SBCC analyzing the Trus Joist Residential proauot listed above. PROJECT INE MATIO OF-RATOR INFORMATION: #CC00795 True rouse; nc, Watsoh Home Builder; Miohael E.Jackson 571 Stroet-Atarwc smell 10411 Alta Drive, Jacksor1v111e, FL 32226 (804)767.7500 (904)757.7336 GpynBM.®2QGG b)'1 n a ani I,A WayL•f�ae43LY et c ass. T�l Fra^'and 7JAil"l t,syom.�Kr of Trac bi.t 'Anil,i s till'fadlrrharkof T::ws Gst �tM�t�ruoss�ot>ao7s�-�G�.cm Bent by: TRUE TRUSS 9047577336; 07/27/00 11 :52AM; 9LfyA #469;?2.ga 3/5 _a 802 TJ430amn v5.46 wrist/Nunber 70eoct49m 3.5" x 16" 2.0E Parallamt PSL WNUSA 1111 7l2,�W 10.49.01 A,M PAP d 1 Bulb CLAW 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �• _ --13.Z.. --LOADi . Product DlagraM Is Conceptual. Arai for Beam Member Supporting FLOOR-RES,application Tributary Load'Jtridth. 1 Losds(psft:40 Live at 100%duratio-i, 15 Dead; 0 ParrlJdon,arc: TYPE CLASS 1_:V5 e DEA' LOCATION APPLICATION COMMEN- Poln2(Ibs.) Floor1,00) 96a 192 6'8" Adds to SUPPORTS: INPUT BEARING REAGTICNS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plat® 3.50" 2 25" Left Face 443/308/751 Detai A3 1.25"LSL Rim 2 2x4 Plate 3 50" 2.25" Right Face 448/311 /759 Detail A3 1.2`_"L3L Rim -See Trus Joist SPECIFIER'S i BUILDER'S GU DES for detall(s):A3. O SIS GN_CONTROLS; MAXIMUM DESISN CONTROL CONTROL LOCATIC3N Shear(b) 747 641 1 D827 PassedtW Rt erd Span 1 under Floor loading ib) Moment(ft-1?) 3275 3275 34954 Fassedi MID Span 1 (under Floor oedilg Live Def!.(in) 0.026 0.428 P*3sed(LM9+) MID Span 1 uncer Floor'oading Total Defl,jin) 0.043 0.542 Ras sad(LJ99g+) MID Soan 1 under Floor oading -Deflection Critdna STANOARD(LL, Ii 'L;L/240). •6racirtq(Lu):A3 compression edges(top and boltom)must be braced at 2'8"o/c uniii ddta1ed otei ise. Prooer attachment anc Porr-oning of lateral bracing is required to acnieys member stanility, ADDITIONAL.NOTES: IMPORTANT! The analysis p-esented is output from software developed by Trus.oiat. Tris Joist warrants:he size g of its products oy this software vAl be acconlpGshea in aocordancs with Trus Jok product cesign criteria and code accepted design values. The spschfle produotepplication, input design loads, and stated dimensions have been provided by the softvrare user. This output has not been reviewed by a T-us Joist Asscciate. -Net at produots are readily arvaifable Check with'your supplier or Trus Joist technical representative for product availat:ih^. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PROCt/CT SUBSTITUTION VOIDS THIS ANALYSIS. -oklowable Stress lecign methcdology was used for Code SEDC analyzing the Trus Jeist 4esiderKial product fisted aouve. PROJECT INFORMATION Q OR INFORMATION: #0000735 True House, Inc. Watsan Hoyte Builder- Michael E.Jackson Stn Street-A:antic Beach 10411 At&Drive, JacksonAle,FL 32226 (904)757-75'00 (804)757.7336 :et:y•tQnt C 7000 bTrus JO''6t,A WQyMr.rw+sr ElL7Q""- T. P""-enc"i•aewm^ 3110 VZId0'n2"of Trus in,st 'araliaVb Is a reo,aterad tradcrnana&7rus,c;e:. i41 19-K.JCB51Gr-K726 biM bm Sent by: TRUE TRUSS 9047577336; 07/27/00 ' 1 :53A1v1;kfz&—#469;Pege 4/5 B03 TJ44"^'TM X5.46 6ar:a14tifter.7000010a 3.6 X 16 2.OE Parallame RSL 9EAMUSA 1111 7120100 10:47.16 AM Papa t of 2 &Ulk Coda:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Product Diagram is Conceptual. Analysis for Beam Member Suppomng FLOOR-RES.Application, Tributary Lcad VAdtK 1' Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition, ard: TYPE CLASS LIVE DEAD LCCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 75 28 a to 6'4" Adds to SUPPO'R$: INPUT BEARING REACTIONS(Ibc,) WIDTH LENGTH JUSTIFICAT'ON UVE/DEAD/TOTAL DETAIL. OTHER 1 Para¢attt PSL,PPC8 3.50" Hanger Left Face 364 1 191/556 Detail H1 2 ParalarnS PSL,PPCB 3.50" Hanger Right Face 35411911516 Dahill H1 -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1. HANGERS: KANT SAGS REVERSE T,F T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Feos THF17157-2 No No NA N/A 22-10D N!A 6.101) Right Face THF17157.2 No No WA WA 22-IOD N/A 6-1100 -Multiple plies of 1.75"Paral.lam®nL may result in lower hanger capacity.See Hanger Manufacturers'itarature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(b) 504 271 10827 Pa56ed(2%) Lt end Boar 1 under Floar loading Mcmart{ft-{b► 725 725 34954 Passed(20A) MID Span 1 under Floor oading Live Defl,(in) 0 002 0.192 Passed(L=0+) MID Span 1 under Floor loading Total DeC(in) 01003 0.268 Passed(L1999t) MID Span 1 Linder Floor Icading -Deflection Crter*STANDARD;LL: U380,TL:L)240). -Pradng(Lu):Al compression edges(tap and bottom)must be braced at 2'8"oto unless detailed otherwise, Proper attachment and Fcsldoning cf lateral bracing Is required to achieve m srnber atabilit7. PROJECT INFORMATIONINFORMATIPN OPERATOR INFORMATIONm #0000795 True House,Inc Watson Home Builders Michael E.Jackson 5th Street-Atlar►tfa Beach 10411 Alta Drvs, Jacksonville, FL 32226 (904)757.7500 (904)757.7336 :dpyrgM m 2WA OY Trua aaL.A Weyamaeusar ausle.as■ ri-Prate anti Td•peam'-gra v4d6muks o`7ruc io", (ANT SA30 Is S MOWN tredamm of KANT SAG HANG$RS Aare�rnd,is a ropwtareC ttadgrlgrk Of True;Dist 1Mitek:C+B310D0078SA03.bm Sent by: TRUE -SUSS 0047377336; 07/27/00 11 :54AM;jgjfjA_#469;Page 5/5 to •• 903 ri.aw $ W.70''"14W3 3.5" x 16" 2.0E ParallaMS PSL 2S AW&A W1 7@= 10 47:16 AP.. n;e 2 d2 Bund wa 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES; •IMPORTAW! The anslysis presented m output froM software ceveloped by True Joist, Trus Jost warrents tFe sizing of tts products by this software will be accompNshed in w"rdance witti Tnis Joist product design critera and rode accepted des►gr,values. The specific product appli=cn,input desii;r loads,and statse d mansions have bean provided by he softwere user. Th!s output has not besn reviewed Ey a Trus Jost Associate, -Not all products are readily available, Check with your supplier or Tris Jost tschmv representative for product availability. -THS ANALYSIS FOR TRUS JOIST PROD4;C T S ONLY! PROOLC.T SUB$rlTUT!ON VOIDS THIS ANALYSIS. -Allowable Stress Cesign methodoicgy was ucod for Code SEDC analyzing tis Trus Joist Residential product listed above, PROJECT INFORMATION OP_.IwRATOR INFORMATION.- 00000795 v True Nouse, no. V•Jatson Nome Builders Michael E. Jackson 5th Street-Atantic Beach 10411 AKa Drive, Jacksonville, FL 32225 (904)757-7500 (9(A)757-7336 i.�npn!tb 7,)00 6S T•u#JG,dl,A Wsownae. r Bufiiha s. TJ•MtT4 and TJ4ftarn-are lrx4marK6 W Tr,.JoW. 6AN7 S?GE!a a rejVeAM vedeMak o!KAW SAG HArwlP.s Para:amffa is a w&ssarod irogGmerk o}Thi;Diol :,,p:aet.iG85,06x733,0.^,S.:u; . �.'•••• Dale:811400 rune:4:41:28 PM POP 1 of 3 T * ResmanuJ(c) Version 3 * RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION ---(BASED-ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) Project 2124 ---------------------------------------------- Address NULL (Prepaired by: City NULL (Air Systems, Inc. State/Zip NULL NULL 12815 St.Johns Bluff Rd. Owner NULL IJacksonville, FL. 32246 Builder WATSON HOME BLDRS. [TEL: (904) 642-9700 HVAC Contr IFAX: (904) 642-0401 ---------------- lemail: ---------------- ------------------ ----------------- Cond Floor Area = 2124 (Total Glass Area = 408 -------------------- - --------------------Conditioned Floor Area to Total Glass Area Ratio = 19.2$ ------------------------------- ------------------------ * USA Climatic Conditions & Design Conditions * -------------------------------- ------------------------------- Geographical Location I Jacksonville AP, Florida North Latitude / Elevation 1 300 24Ft. Above Sea Level Outdoor Winter Dry Bulb 1 32' Indoor Winter Dry Bulb 1 70' Winter Temperature Diff. (wTd) 1 38' Outdoor Summer Dry Bulb 1 940 Outdoor Summer Wet Bulb 1 77° Outdoor Summer Hum. Ratio Gr/Lb 1 42 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 49 Indoor Summer Dry Bulb 1 750 Summer Temperature Diff. (sTd) 1 19' Summer Daily Range 1 19° (Medium Deviation) ------------------------ ----------------------- ----------------- HEATING SUMMARY 1.ENB * COCLID7G SUMMARY ------------------------- ------------------- SUBLOTAL ------------------------ 41838.4 1 STRUCTURE SENSIBLE = 28687.4 1 OCCUPANTS + 2400.0 1 APPLIANCES + 1200.0 DUCE LOSSI SUBTOTAL SENSIBLE = 32287.4 TOTAL LOSS + 2091.9 1 DUCT GAIN + 3228.7 = 43930.3 1 TOTAL SENSIBLE MECHANICAL VENT.- 50 CFM - = 35516.1 2090.0 1 MECHANICAL VENT.- 50 CFM = 1045.0 MINIMUM EQUIPMENT LOSS _ I TEMP.SWING 3.00@ 950 x 1.0 46020.3 1 MINIMUM EQUIPMENT SENSIBLE = 36561.1 ------------------------------- ------'---'---------- 20$ OVERSIZE LOSS 9204.1 1 20% OVERSIZE SENSIBLE 7312.2 EQUIP14ENT LOSS 46020.3 1 EQUIPMENT SENSIBLE MAXIM1UM EQUIPMENT LOSS = + 36563.1 55224.4 I MAXIMUM EQUIPMENT SENSIBLE = 43873.3 ------------------------------------------------1------------------------------ -------------- I TOTAL LATENT = 9415.4 1 EQUIPMENT SENSIBLE + 36561.1 1 EQT.SENSIBLE + LATENT 45976.5 ------------------------------------------------ * AIR FLOW FACTORS ---------- ---------- ----------------- HEA_ING FACTOR (BTUH/CFM34 ) _ -.5 - I COOLING FACTOR (BTUH/CFM) -- ------------- = 17.3 HEATING CFM = 1332.2 1 COOLING CFM ------------------------------- = 1908.3 ------------------------------------- -------------------------------------*-EQUIPMENT SELECTION ------------------------------------- EQT. MANUF ----------------- CU MOD ¢# I SENSIBLE CLG (BTUH) AHU MOD # 1 LATENT CLG (BTUH) HEATING INPUT I TOTAL CLG (BTUH) HEATING OUTPUT (BTUH) I TONAGE HEATING CFM (BTUH) 1 (S)EER AFUE/HSPF (BTUH) I COOLING CFM I TYPE 1 . •_ •_--•�. ....w.. .wa.n. rw.c.w ..va; rnc.�.� .cvrm rageeo[a j Calculation Procedures A,B,C,D I Procedure A Winter Infiltration HTM I-------------------------------------------------------------------------------------------I 11. ?linter Infiltration. CFM Envelope Evaluation #2 (Good/Average) � I 1 Air Changes per hour x 21240 Cubic ft. x .0167 = 354.7 CF" I I I 12. Winter Infiltration Btuh I i 1.1 x 354.7 CFM x 38 Degrees Winter TD = 14826.8 BTUH I i I i 3. Winter Infiltration HIM I 1 14826.8 Btuh / 408 Sq.Ft of total Glass & Door areas = 36.3 HT-MI, I I I � I I Procedure B Summer Infiltration HTM I-------------------------------------------------------------------------------------------I 11. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) .5 Air Changes per hour x 21240 Cubic ft. x .0167 = 177.4 CFv I I ! 1 2. Summer Infiltration Btuh ! I 1.1 x 177.4 CFM x 19 Degrees Summer TD 3706.7 BTUH ! I I 1 3. Summer Infiltration HTM i ! 3706.7 Btuh / 408 Sq.Ft of total Glass & Door areas = 9.1 HTM I i I I i I Procedure C Latent Infiltration i I-------------------------------------------------------------------------------------------I I 0.68 x 49 grains difference @ 50 RH x 177.4 CFM = 5909.4 BTUH ! I I I i Procedure D Equipment Sizing i-------------------------------------------------------------------------------------------! 1 1. Sensible Sizing Load i I I ! Sensible Ventilation Load I 1.1 x 50 VENT CFM x 19 Degrees Summer TD = 1045.0 BTUH I I Sensible Load for Structure + 28687.4 BTUH ! Sum of Ventilation & Structure Loads = 29732.4 BTUH ! ! Rating & Temperature Swing Multiplier (3.00@ 950) x 1.0 RSM ! I Equipment Sizing Load - Sensible = 29732.4 BTUH ! ! I 1 2. Latent Sizing Load i I I I Latent Ventilation Load 1 I 0.68 x 50 VENT CFM x 49 differance = 1666.0 BTUH ! Internal Loads = 230 Btuh x 8 people + 1840.0 BTUH ! I Infiltration Load from Procedure C + 5911.0 BTL`H I ! Equipment Sizing Load - Latent = 9415.4 BTUH ! I I f 2 i ,-s Abbreveations t * Glass/Windows S.C.= Single Clear i S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear i D.T. = Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg = Overhang I Btm = Bottom I Hgt = Height I Sc = Shading Coefficient * inside Shading N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration #'s: 1. .Sub Standard/Poor 12..Standard 13. .Better 14. .Excellent ---------------------------- Building Componet Heat Loss & Gain Calculations ---------------------------------------------___________________ Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh ------------------------------------------_ ------ _ N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 12.0 24.7 296.4 19.6 235.2 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 6.0 24.7 148.2 19.6 117.6 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 10.0 24.7 247.0 19.6 196.0 E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 7.8 19.6 152.9 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 64.2 58.6 3762.1 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 72.0 24.7 1778.4 ------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 5.9 19.6 115.6 E -Solar Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 62.1 58.6 3639.1 E -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 68.0 24.7 1679.6 --------------------------------------------------------------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 0.7 19.6 13.7 E -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 4.3 58.6 252.0 E -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 5.0 24.7 123.5 --------------------------------------------------------------------------------------------- E -All Shaded D.C. R.S. 8.0 5.0 4.2 1.0 16.0 24.7 395.2 19.6 313.6 S -All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 42.0 24.7 1037.4 19.6 823.2 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 8.0 24.7 197.6 19.6 156.8 S -All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 15.0 24.7 370.5 19.6 294.0 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 16.0 24.7 395.2 19.6 313.6 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 5.0 24.7 123.5 19.6 98.0 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.0 24.7 148.2 19.6 117.6 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 3.5 19.6 68.6 W -Solar Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 36.5 58.6 2138.9 W -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 40.0 24.7 988.0 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 1.6 19.6 31.4 W -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 13.4 58.6 785.2 W -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 15.0 24.7 370.5 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 1.2 19.6 23.5 W -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.8 58.6 398.5 W -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 8.0 24.7 197.6 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 5.6 19.6 109.8 W -Solar Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 58.4 58.6 3422.2 W -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 64.0 24.7 1580.8 --------------------------------------------------------------------------------------------- Glass Infiltration: 408.0 33.1 13504.9 8.3 3386.4 Glass Sub Totals: 408.0 23582.4 20965.5 Componet Type Exposure R-Value Area Whtm Loss/B..uh Shtm Gain/Btuh Wood Stud Exterior 11.0 1990.0 3.4 6766.0 2.0 3980.0 Wood Stud Adjacent 11.0 156.0 3.4 530.4 1.5 237.1 Insulated Core/Metal Exterior n/a 20.0 22.4 448.0 13.3 266.0 Insulated Core/Metal Adjacent n/a 20.0 15.5 310.0 9.8 196.0 Door Infiltration: 40.0 33.1 1324.0 8.3 332.0 Slab on Grade 0 190.0 30.8 5652.0 0 0 Raised Wood - Adjacent 11.0 146.0 3.2 467.2 0 0 Rsd Wood - Post or Pier 11.0 24.0 3.2 76.8 0 0 Under Attic. 30.0 632.0 1.3 821.6 1.4 884.8 Under Attic 19.0 516.0 2.0 1032.0 2.2 1135.2 Under Attic 19.0 314.0 2.0 628.0 2.2 690.5 3 /3 �A1� /CITY OF 4&44z& e4cA-99 Office of Building Official REQUEST FOR INSPECTION Date 5 Permit No. �� y Time A.M. Received PM. Job Address Locality Owner's Name vs 5 per'—. Contractor �'� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM• A.M. Inspection Mae P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date AA11''�-��j�,� //CITY OF 1Y&aot4c /3 eacA-0;&u-da Office of Building Official t/ J- /(� REQUEST FOR INSPECTION Date CJ �G / —O Permit No. Time A.M. Received PM r— Job Address oc ity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.R ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. LTue Wed. Thurs. Friday DMM �/ ! �� A.M. Inspection Made PM Inspecto Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All qpplications must submitted with seven (7) conies and received by 5 PM on Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda �k INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WELL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 95,q S-88Q S 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES P.,NO ❑ NOT SURE 5. PROPERTY ZONING: VRESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** 1 -2--`1 (fl/Td z-10(L 00 i i i i * Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". D Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. c) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. 4 iS Signature Date OwntVr's Signature Date CITY USE ONLY: Tree Conse ati oard Chairperson Date s TREE PROTECTION PROPERTY UNE PRIVATE PROTECTED20.00 Exterior Zone ' TREE0 D 8 JHFI_6" OR MORE I •I 7.50' I--- 1 PRIVATE Interior Zone 1 , PROTECTED I 1 TREE 1 01 1 PRIVATE PROTECTED TREE 10PROPERTYPROPERTY UNE 1L� i Io o i D B H OF 20" OR MORE1 =w Imo PROPERTY I I o (D B H OF 10" OR MORE IN LINE = i COMMERCIAL do INDUSTRIAL - PRIVATE PROTECTED w 1 PROPERTY) m� TREE 0 owl ' 1 I 1 --� 7.50• --------- --T-- ---- -- PRIVATE PROTECTED TREE ' D8HOF6' OR MORE 20.00' PROPERTY ��l 1w UNE r\--:0 PROPERTY UNE SIDEWALK \ SIDEWALK PUBUC PROTECTED TREE DBH OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE NTH A D 8 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT—OF—WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY UNE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER— CIAL do INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY. C�ARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. * Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address pate (7 Heated Sauare Footage L �O.d _ Q d �@ $ per sq ft S (�(G,arag /Shea y2 @ $ -� 9.0 0 per sq r = S a, C"arpor /Pore z cd lA t� per sq wt = S_ /� 2-- D e c Dec r (a per s,a ft = S Patio P_r 3q it = TOTAL VALUAT I ON : 7,2Z� !��, �•� __ ��a -�'___ �-_�6Q tom'_ Total Valua on 1st $ O r ZL �20 �.ov— Remaining Value $3, per thousand or portion thereof TOTAL BUILDING FEE $ vv + 1/L Filing Fee $� v (1 ) Fireplaces @ $15 . 00 $ S� BUILDING PERMIT FEE S_/0 WATER IMPACT FEE $_. (o U— SEWER IMPACT FEF $ l Z SD WATER METER/TAP ,.,? - -J.�.. CAPITFiL IMPR.OVZMEN-, S _ -2 J __ 'q-SEWER TAPEX0-nn5 S RADON FIRS) GO50 _ .Z SECTION h PAVING i $ - O- HYDRAULIC SHARES S -O- CROSS CONNECTION fi 35- ,tt12y/ SURCHARGE . 0050 5�� 9 OTHER _ 3� - GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Pluiribing. __ E ectric/New Electric/Temp : SwiirffningPool Septic Tank _; we_ i ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or MOTES : ~� BUILDING, PL4NNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC=ATE OF OCCUP-tVCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: Address : 47 L? Legal Description: �a� �/? �/ 1 Improvements to the above described property have been completed in accordance with the terms of ,the permit and is certified to be ready for occupancy as Lowest Floor Elevation: recruired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire ,-- Public Works Planning Building / 3 U c� - Z _ r Ps 11''� ��,,� //CITY OF _�� fYI�(4i 4c /3�-�W -k& I Office of Building Official �O l REQUEST FOR INSPECTION Date Permit No. D 7 Time A.M. Received P.M,\7/j/��t Job Addres ocality, Owner's /V�� L C �> Name Contractor BUIL ING CONCRETE LECTRI UMBINGMECH ICAL I mg El Footing Rough Wiring ❑ Rough ❑ it Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday nPM Inspection Made Inspector nSpec ion ccupancy ❑ ae CITY OF 4u1+a LC BemA-0;&w-da Office of Building Official REQUEST FOR INSPECTION Date /" V '(/ Permit No. G 6 G1 Time A.M. Received PM- q Job Atltlres e— ` Locality Owner's Name Contracto i�� BUILDING CONCRETE ELECTRICAL PLUMBING Framing MECHANICAL F Fr Roofing El Slab ng 1:1 Rough Wiring ❑ Rough El Air Cond. & ❑ ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY.. INSPECTION Pre Fab Mon. Tues. d. Thurs. Friday Inspection Made r IMITector Fin on Certificate f Occu ancy ❑ 01/31/01 15:50 p1 f;Mr=2ICF 4 Sl"RUMM + 904 247 SSW ND.329 002 1 �..�. �a ►� i - I�RFT�i`�J.'L��n�� -'�i�l!ii��i�hi�:��rl l�+�i MAP SHOWING: � � �? �� :OF A I.ORTION OE LOT 42,W tiCR 7,ATLANT11C BEACK AS 11lTI[iAA`:k d a ice'`i �I'31�'IQ'MBU AWNb AAM MCR o1CRllff OM Wi1Y CB7E.A BOOK 5,PAGE 09 OF THE CURRANT 141RIJr RRCORDS Or D AL,E.YI�l�Y;.•f 7;' '�1®Qr 10C.W PBYT',TNIDrCi lIOg1Ti Sd'71'50"FiAS'1'A IKR'TANC.E OF FLORIDA,TOGHT11E l W UH A POKTOM Or THOSE U NDS A3 OP,Sf71T116 i : 93.13•FW TO A POINT OF THE M*TRWA THRL.Y LING OR SAID LOr Q, OFFICIAL REC009 VOLUMQ 1215,PAGE 157 OF SAID CURRANT PUBLIC THF.NCA SOUTH 31140.12"EAST,ALONG SAID�NORTHIIASTERLY LINE,A RECORDS AND DOING MORE PARTICULAKLY OWCRBKD AS FOLLOWS:POR. : DISTANCE OF IHI nn FEET TO AN INERSWnON wine TIIC AFORPfAM A PCIIINT OF BWINNINO,COMMENCE ATTkW SOUTHWr-STC,MY COLWA NORTHWESrKRLV KKiH'1'OP WAY LINOOF FIFTH RTRr-Zr,THENCE SOU'I11 OF SLMIJ IOT/2,SAID PD{NT LYING AT THE INTSRSHCHONOF'l;ti$ 3N39�2A"WEST,ALONG SAID NUKIN WEST LILLY KIGHT OF WAY LINE,A NORTHWESTERLY iuuHT.OR.wAY UNP.Or rwrHSTRATT(A M FO(YT Digr;%Wn OF 50.00 JUT TO THE 707NTOF BtiGINNING. .. RIGHTOF WAY AS NOW E5TAML.ISHL'U)WITH THE NORTHEASTERLY RKINT ' OF WAY LINE OF S1 IERRV DRIVE(AS NOW ESTABILASKSUI;THLWN NOKM 4;t : ,:,,i t.. j.:GAMA�d1A/W' t7N 7fiL :1N5rIKnit�CB Cal P . . � •........_'._', i.._......:.... ....: 1khIT5Ta1� A'�'f4iai�QOY�RA7TtaU I ALAm,B-ALMAVDIP.A: RECEIVED 1 AN '`-t 0 r 40 fifty Of AtIbrttld 9600h N 8411811'1§ And lfiwd Q 4//{714•', e• '4` K[ i � r OA lop I . •i' �L,�rrKuae ��' r[N/AJ(lA7/n./�IQ,;AL'[inJaJAt 'J'Ap. PO-/40$-S N T YAY RF AOTITRR4N FASTJ1EN15 AND//OR R(SfiRR,41Q/$7:K{T IIR6 NOT YY f9ev, 1 1n TM sunEY rluT hwf 9E FOUNO x 114E Pl16UC RECORp9 ON/FNS ;+1"*irunr Ylss. EMYkK'YQ®SI NAT.K ri101 ON F1000 INSVRAIRX ff.IPP�1.G 61IY OF F.NF. ALL AMERICAN SURVEYORS OF FLORIDA, ` I LMn slwltWim-ON*sw..b IL 4,.,SAW.111 AAOI YNT-.RS,%Y #.-j - iM` Nc10A.' 11f{i 'tk' PE ML 7, cac=I�I4clltic ✓xs.•IelawN4wr.'Rrg+p: i' r0kitl yy#�^ l.:__ rDON oft r.f. -proNr(P�f !1N4 S 16 CM�P1[R'.A73 C!I -PtlM ORC-RM OC i t01 , 1 ALL i OkWAY NOl WL IN4[SS Erbosm n-YAC A -MIC ICK9i x.00.-IOIM OI lipyrpl}; N�p�y��nnt •NYLI] M .eua(a.i;MtIplGigr4 ' �A `'iVt<.4 C vrt.a, ((� •PW UD.E UNOB67INQUU OI1M41YE • ' [ ! E -Wfe C Is./ TO WAW ltt ar - PROW aiIM„A. .a -ra«R a.wFaFwnoN : l I i — j _a RIK'C 11I .cm 6 AIM . M a IleilA r>s •yEQ cr RIM1 — �Q R ,785 M.lD FLOODPLAIN DEVELOPMENT INFORMATION Location:: 3 °1 T k S- . Type of Development: IZ C-.� — Z Flood Zone: K i" Required Lowest Floor Elevation: . If building is located within a flood hazard zone, a survey must be made 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 made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed meat_ Date °a Z Applicant's Signature ( Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation , D Survey Filed with Building Department / 0'� ( Building Department'Repres tative NOTICE TO: Water Department FROM: Building Department DATE: _ 19 _ LO Z------------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number '�)'o6 � 9 S-11_ SST - -------------------- ------------ --------------------------- -------------------- ------------- --------------------------- ------------------- Sincerely, r Pat Harris Building Department CITY C �ft�acctic �eacC - �fa�uda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 _- - TELEPHONE(904)247-5800 FAX( 247-5805 SUNCOM OM 852-582-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS �C"9C C) r Please call me at 904-247-5826 if you have any questions. Sincerely, ATLAN IC BEACH BUILDING DEPARTMENT ` CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 399 FIFTH STREET Owner: WATSON, JAMES ATLANTIC BEACH, FL 32233 325 SAWMILL LANE PONTE VEDRA BEACH, FL 32082 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20618 Date: 2/01/2001 CIO,— C DON C. FORD, .O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 399 FIFTH STREET Owner: WATSON, JAMES ATLANTIC BEACH, FL 32233 325 SAWMILL LANE PONTE VEDRA BEACH, FL 32082 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20618 Date: 2/01/2001 DON C. FORD, C. -. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 399 FIFTH STREET Owner: WATSON, JAMES ATLANTIC BEACH, FL 32233 325 SAWMILL LANE PONTE VEDRA BEACH, FL 32082 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20618 Date: 2/01/2001 C DON C. FORD, .O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 399 FIFTH STREET Owner: WATSON, JAMES ATLANTIC BEACH, FL 32233 325 SAWMILL LANE PONTE VEDRA BEACH, FL 32082 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20618 Date: 2/01/2001 DON C. FORD, C.9-0-.- Post . .Post in a conspicuous space >�► .� _ CITY OF 4&aakc Be c.4-O;km* D (o l Office of Building Offic %F ap(.(,6L REQUEST7Pei5No,.q CT101��p?Z),V Date ime A.M. -� Received Job Address c Owner's Name rnntrnitore&e UILDIN CONCRETE E RICAL PLUMBING ECHANICAL Framing Footing ❑ oug Wiring ough ❑ ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ -Place ❑ READY FOR INSPECTION 6p Mon. Tues. / Wed. Thurs. FridayP.M. A.M. Inspection Made P.M. Inspector — Final Inspection El Certificate of Occupancy ❑ Date ' //CITY OF 1Q*fi/I�dw ,Se4cA- LQ�ILQ,�s Office of Buil ' g Official (/�(J/� REQUEST F INSPECTION Date /�/7 Permit No. �06�" Time A.M. Received 2 PM c� Q Job Address Lo lity Owner's Contractor ZING CONCRETE ELECTRICAL PLUMBING MECHANIC g ❑ Footing ❑ Rough Wiring ❑ Rough 0 Air Re Roofing Slab 173 Temp Pole El Top Out 1-1Heatingd.& ❑ Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday p Inspection Ma A.M. PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ `� Date F- CITY OF ATLANTIC St=Ar.H ivi.— ,i-iN►iVige-.H81.10 L F'tFCIVII I SF. --.._.. ... I Wit. - I�3«33-TEL: 247-5826-FAX: 247-5877 i PERMIT INFORMATION LOCATION INFORMATION Permit Number: 2//0++8,,81 Address: 399 FIFTH STREET Pvarmif :vnn• RAEC iA kilf-A 1 � yl' ' ATLANTIC BEACH, FL 32233 Class of Work: NEW Townghin. RMnve: 0001'. ' Pr vPOscd Use: vI VGLE FAR AI L Y Lot(s):42 Block: 1 Section: Square Feet: I Subdivision: ATLANTIC BEACH E_aL _. Parcel Number: . V41Uvague. mprov. Cost: __ _ OWNER INFORMATION 4 - "-`- '- Name: V1IATSON, JAMES uaze issued: "i 0%31%LUUU `` Total FP_P_R• 51 nn I ,► ----_ Amount Paid: 51.00 + PONTE VEDRA BEACH, FL 32082 Date Paid: 10/31/2000 _ ! Phone: (904)545-8805 Work Desc: INSTALL HVAC CONTRACTOR(3) _ APPLICATION FEES { PERMIT 51,00 f 1 1 i Inspections Required ROUGH MECHANICAL FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT 8E PLACED IN v VtJ�I^SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY i, OWNER PAYiN■= UA.ICE FOR viui,i1Li� !u.G ��AGi iiPii nn 1 ISSUED ACCORDINI G TO APPROVED PLANS WHICH ARS PAR ,,F THIS PERRAi T AND SUR ji=t.T TI-1 D;Ixfi-irA:I:;^; FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i r $51.0014 \ Date: 10/31/00 01 Receipt: 88877281 CHECKS 11619 ATLANTIC BEACH B LDING . 00100003221000 i CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMMOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION _ LOCATION INFORMATION _ Permit Number: 20618 Address: 399 FIFTH STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):42 Block: 1 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: j Improv. Cost: 167,225.00 OWNER INFORMATION Date Issued: 9/1212000 Name: WATSON, JAMES Total Fees: 3,765.78 Address: 325 SAWMILL LANE Amount Paid: 3,765.78 PONTE VEDRA BEACH, FL 32082 Date Paid: 9/12/2000 Phone: 90( 4)545-8805 Work Desc: CONSTRUCT NEW HOME PER PLANS RADON 978 SCHG 2124 _ CONTRACTOR(S) APPLICATION FEES WATSON HOME BUILDERS, INC. PER 1,011.00 WATER IMPACT FEE 610.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.64 RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 4.40 SCHARGE/ATL.BCH. 0.49 _ Inspections Required TREE BARRICADES FOOTING SLAB FINAL BUILDING CERTIF/OCCUPANCY j INSULATION i i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. A .>o, U �t.` oft, 01 ptiantic 50• ' AT TIC BEA HUILDIN�T. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH A-ILAN11C n9ACH, FLQRtbA SP233 0 APPLICATION PCXR MECHANICAL PERMIT CALL-IN NUMBER 0APORTANT --- Applicnnt Io cornpleie al! items in sections I, 11, III, and IV. LOCATION Str•.t �dd..tr:_ __.._ �J.-- - --v�! - _- - - --- - - Y OF Interttcting Streets: between � --------- BUILD -._ Sub•d ivitla n_�•._____•,�•-,__-_-_�_„ 11. IDENTIFICATION --- To be completed by all applicanis . In con►lderation of py(rnit q'vtn foe doing the .url. as dos;r;ked io Iho abc.e st-demon ,-a hereby e7lto to porrorm ,a;d .iorl in tecc,danc• with this 6116.fyd pions end Ipcificoticns Wb;;h are o pori herocl and in a:.co,dor;et v;71t 1"e C'ry of Jazkonvill• ordinances and Owndards of good practice hrfed there;,). Name of l.Iteharslcol _ (:antra;{ort Centraetar (Print) aTHrI-nkTnA Mohr Name of J r' F . MEADE Property O.W q CAC057_553 Slgnehrr• of 0 n0 Slortalur• of r Authorited Agent Arctsitact or Fnpinoor 111. MIE AI. INFORMATION A. Typo of healing fuel: IS UTHLrq COHy4gUCTION Bt:ING DOWN104 eKs"tric Tt115 aV(LOINO OR SITE T yC ❑ 6e1•--❑ LP ❑ Netural 0 Cea{tal Utility IrYES, GIVE N�HERi r CQt STAUCTIQN 13 Oil ^.__(`e� ' C) "or Specify ----- �.» IV. MIIOHi JOGAL KUMMIrNT TO it INRA L10 _ NATIIRC OF WORK (Prgyida eomplole(isi of compoo9twh on beck of this form) Residential ar 0 Cownwelat (3. Horst O Space ❑ ftowsad )<Central A Ftcav 'X Now Buliding Alt Cendrtianingl Q Rooth Gentrol f G' ExiaUng Buildinry lZ t1 �pretr iystsmi Moter;a � [T�hitina — � RoDIaCAment of existing dyetem Muimum cepatity /T� c.f,m. T%V Naw Inela118iloo(Pic oyeiern Frovlouely InStolled) Q Rafrlgo+ation C� Extenslon or add-on to exieting syrrlem C-1 Other [) Cooling twret: Capatity CI fit* spinkiort: Number of h*odt_ (3 Elovefor C) Mehl a EsalefnTHIS $?ACE PVR OFNCE USt ONLY E3 .s4101lati►pumice (numb.rl (Raarele�fl C). T.AI• (numb.t) Remark; ._....._ ❑ lr6 wnteivarl (numb tt) C] UnPlntl pmtute re/tN �•••-••-•-- Permit Approyad b}_._._... _ Date Q ftr Q othw — Spocify -----�----- Porsnit Fr■ Ll$'i'.ALY, EQUIPMENT ..._._...__..._— ..... __._.....�.. AIR CONDI1110NING AND REPRICIMATTON EQUIPMENT tr A. rovwg Naatbor VAIU, V"aviptlon Model Number manutacwtr (Tons) y HEATING • FURNACES, BOILERS, FIREPLACES p��I _ >�rvtr Number Unita Dwriptloa Bdtvlrel Number Wahutaettttrr i 1 TANKS PAW many NorrIM4 ORP0 it7 'YM Ltgwd Noata of �ifsl Ap roAnt am l wAftelow OontsUuci�� KAftttr"ttuYr nn CITY OF fY&� 13e=A Office of Building O cial REQUEST FOR IN ECTION Permit No. / Date 4` A.M. Time P.M. Received ocality Job dress Owner's ,L�� Contract Name PLUMBING MECHANICAL BUILDING CONCRETE ELECTRICAL Rough El Air Cond. & 17— ❑ Footing ❑ Rough Wiring [Ig ❑ Heating Framing ❑ Temp Pole [I Top Out ❑ Re Roofing El Slab ❑ Sewer El Fire Place Insulation El Lintel ❑ Final Pre Fab READY FOR INSPECTION Ced. Thurs. Friday M J A.M. ,O(� P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date nn CITY OF 441, ffic / Office of BuildingOial vN,( REQUEST FOR INSPECTI Permit No. Date Time P•M. Received ✓ 0J Locality J Job Address Owner's Contractor PLUMBING MECHANICAL 13 Name ELECTRICAL ❑ Air Cond. & CRETE h Wiring ❑ Rough ❑ Heating BUILDING Rough ❑ Top Out ❑ Fire Place ❑ Temp Pole Sewer Framing ❑ Slab ❑ Final ❑ Pre Fab Re Roofing ❑ Lintel A.M. Insulation READY FOR INSPECTION pM. Thurs. Friday� Wed. Tues. A.M. Mon. p T P.M. — d Final Inspection ❑ Inspection Madeancy❑ Certificate of Occup Inspector Date RCITY OF /-/+/� /�I� I ` Office of Building Official REQUEST FOR INSPECTION v� f /� Permit No. Date / A M Time PM, Received Jy(J" Locality Job Address owner's1 -\ ntractor Name l r ais!p N PLUMBING MECHANICAL BUILDING CONCRETE ELECTRICAL ❑ Footing g Rough ❑ Air Cond. & El ❑ Rough W ❑ Heating irin ❑ g Framing TemPole ❑ Top Out ❑ Re Roofing 11 Slab p Slab ❑ Sewer ❑ Fire Place Insulation Cl Lintel ❑ Final Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Thurs. Friday—P.M. 0 a P.M. Inspection Madej4 Final Inspection ❑ Inspector" Certificate of Occupancy ❑ — / /1 ® ® j`d�� L C�� Date CITY OF 74&aa4c &4 .4-0;&"� Office of Building Official V REQUEST FOR INSPECTION Date Permit No. Time A.M. Received ? P.M. 9 13V Job Address)-----,- '' Localityf-72V a,7/ Owner's r Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air on . Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel C Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READINSPECTION Mon. Tues. Wed. Th urs. / Wa /S-- A.M. Inspectiontde > A.M. P.M. Inspector Final Inspection El Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20967 Address: -399 FIFTH STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):42 Block: 1 Section: Square Feet: Subdivision: ATLANTIC BEACH Est.Value: Parcel Number: Improv. Cost: _OWNER INFORMATION Date Issued: 41/90/2000 Name: WATSON, JAMES Total Fees: 25.00 Address: 325 SAWMILL LANE Amount Paid: 25.00 PONTE VEDRA BEACH, FL 32082 Date Paid: 11/10/2000 Phone: (904)545-8805 Work Desc: GAS PIPING CONTRACTORS APPLICATION FEES AEI INTERNATIONAL CORP PERMIT 25.00 Ins eations Required _ ROUGH MECHANICAL i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. f25.� 14 Date: 11/13/88 81 Receipt: 8818232 "NTIC CHUILDING CHECKS 2541 881888832218 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC SUCH, FLORIDA Jxtas APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. LOCATION Sha•1 Addnu: OF Infvwe}Ing Slrwh: 6.fraen �e/ WILDING And r I� SYb�1.I,ion 11. IDENTIFICATION —To be completed by all applicants. In <on,idenfion ( permit glean (or doing Ph- —h a, d•rcrages to Pall— aid—kk In of gocd.prsctica ib•d in the •bow statement.a hereby accord.n<a th she • c t1ce an,plend ided Ihnein.,pe<iflu liom .hick •n • pert henol sad in •<cordanc• .•ilh the Cily of Jacksonville ordinance, and standard, t Nun• of M.eh.nlul Centr•c}on Nan,.el ►rs F.rty O...r e Slg..Nr. s(O.n•r li Sign./era e( er AYfherlud Agent Arehil.cf er Englnur 111. GENERAL INFORMATION A. Type of healing fuel: B. ❑ EI•c}dc IS OTHER CONSTRUCTION BEING DONE ". THIS BUILDING OR SITE? � r [3 44—( U ❑ N.Nral ❑ Centrd Utility ❑ Op / IF YES. GIVE NUMBER OF CONSTRUCTION PERMIT 13other— Specify !V. MI "IllCAL IQUIPM!(T TO RI INSTA111W NATURE OF WORK (amide<amPlets IIA of compone.h on back of thl.fermi Residential or ❑ Commercial Cl' Neat ❑ Specs ❑ Mcau•d O Central O Roar New Building ❑ Nr Conditioning: ❑ Room ❑. C.nitel ❑ Existing Building ❑ IA,cf Sy+tem: Material Thickese- ❑ Replacement of existing system M..IrnYln Capacity Gf-n. X New Installation(No system pravloualy Installed) ❑ Ra(rigeretion ❑ Extension or add-on to existing system ❑ Coollrp Io.er: Gpadty, q•P,,,, ❑ Other—Specify ❑ Rn ,pdnklem Numbs .( h—ah ❑ E61-Hi. ❑ M•r,llR ❑ Faults, jm%mber) Q 6aadine pYmn- Inember) THIS STAC!POR OPPICS US&ONLT Il1...(..d) ❑. Teak- (n.mb.r) . Rem.ri. LP <MMIwM< < IaYTbef) CT❑�I(a(tnd PMtYr."am ❑ Mflen \' Permit App,med by Cate 01111,410,—'Specify Y Y'<y L, ►er,nit Gee LIST ALL EQUIPMENT AjX CONDrnoNiNG AND REFRIGERATION EQUIPMENT Number Ualta D�r(Dtlon Yodel Number Yanufaatunr (1`oae)r Alm }EATING • FURNACES, BOILERS, FIRE-PLACES app�aa��ltr wpp,o.�ai Number Vnita Uaecrlptlao Yodel Number Yaaut►ativar (13rTi7) �reeos / Srd TANKS Now X"y Xowbud aD—Ib Ty"Lquld XILWA Of Serial Approe{nS sad DtmaoeSone Contalned YanufBat-sr No. /�0�7 1 n1� /CITY OF ri � /3�-ILO?L & Office of Building Official REQUEST FOR INSPECTION Date 2 77 az Permit No. Time A.M. Received ` PM, Job Address Locality Owner's ' 'rel C �v� ✓�W�- ��IA Name W l J K-��actor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring G Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection M e fZ 7— A.M. Inspector -. Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&44dw Office of Building Official //� REQUEST FOR INSPECTIO Date '!�/_ �o Permit No. aF�&/ Time A.M. Received 39qP� 8f . . Job Address Locality Owner's /v maAwn 1- .� � NameContractor BUILDING l CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation E Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday i A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 11�� //CITY OF 4&6#t4c /3e4c.A- Office of Building Official J REQUEST FOR INSPECTION Date i Permit No. Q �O Time A.M. A Received RM. Job Address Locality Owner's 6 ^'?f � Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBI MECH ICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air Cond.& ElRe Roofing El Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M: Mon. �Tus. Wed. Thurs. Friday /D— �� Inspection Made A.M.pM Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORM_ ATION _ ! LOCATION INFORMATION Permit Number: 20410 _ Address: 399 FIFTH STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/27/2000 Name: WATSON, .LAMES Total Fees: 25.00 Address: 325 SAWMILL LANE Amount Paid: 25.00 PONTE VEDRA BEACH, FL 32082 _ Date Paid: 7/27/2000 Phone: (904)545-8805 Work Desc: TREE REMOVAULOT CLEARING _- __ _-- CONTRACTORIS) _ ___ ' APPLICATION FEES PROPERTY OWNER PERMIT 25.00 I i Ins 'ons Required TREE BARRICADES I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t s $25.0014 bate: 7/28/00 01 Receipt: 0076692 ATLANTIC BEACH UILDING T. CHECKS 1138 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20646 Address: 399 FIFTH STREET PATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):42 Block: 1 Section: Square Feet: Subdivision: ATLANTIC BEACH Est.Value: Parcel Number: — _-- --—--_ --- — Improv. Cost• OWNER INFORMATION Date Issued: 9/19/2000 Name: WATSON, JAMES Total Fees: 50.00 Address: 325 SAWMILL LANE Amount Paid: 50.00 PONTE VEDRA BEACH, FL 32082 Phone: (904 545-8805 Date Paid: 9/19/2000 --� -- Work Desc: CS4/0 ZOpAMPS 1 PH 3W 240V NEW RESIDENTIAL SERVICE_ CONTRACTORS) _ APPLICAT{ON FEES HUNTER ELECTRIC PERMIT 50.00 Inactions Required ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS - -------- -------------- ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. — 550 14 �-- � _ __ Date: 9/19/00 01 Receipt: 0090090 183 ATLA TIC BEAC BUILDING DEPT. CHECKS 19214 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:—_ #9, 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. yj ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE NAME l.'�✓-)�S J— � �c11144- ADDRESS:_, RFD—BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES. (✓) APT. ( ) COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW ( L ) OLD ( ) REW. ( ) ADDITION ( 1 TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. FEE SERVICE: NEW (�Y INCREASE ( ) REPAIR ( ) CONDUCTOR SIZE d 0-/" AMPS COPPER ( ) ALUM. ( SWITCH OR BREAKER U AMPS PH .3 W VOLT BACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE—:: NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 Ah1PS. 3J.100 AMPS. SWITCHES INCANDESCENT — FLUORESCENT & M.V. FIXED D•100 AMPS. OVERF-- APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. 1 Ii.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED 70TAL FEES fi. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 2 0 7 0 8 Address: 399 FIFTH STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):42 Block: 1 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 9/28/2000 Name: WATSON, JAMES Total Fees: 81.50 Address: 325 SAWMILL LANE Amount Paid: 81.50 PONTE VEDRA BEACH, FL 32082 Date Paid: 9/28/2000 Phone: (904)545-8805 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTORS APPLICATION FEES DARLEY'S PLUMBING INC PERMIT 81.50 I Inspections Required UNDER SLAB PLUMBING j SEWER/WATER 'TOPOUT FINAL i+ f NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $81.5914 Date: 9/29/80 91 Receipt: 0892588 ATLANTIC BEA H BPILDINGDEPT. CKCKS611 NlM322166.0----- _ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: -3 / `S s OWNER OF PROPERTY: �'�«�sc�n C��,'/errs TELEPHONE NO. PLUMBING CONTRACTOR I�Q r/e y CONTRACTOR' S ADDRESS: STATE LICENSE NUMBER: GFS TELEPHONE:3M o,75q �/ HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS p� SHOWERS LAVATORY 1 WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS 1 SEWER i WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER 70 TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 Awatwo a G;� - i I _ I, >.— I� QF` 13UILD1NG 1 j i M 800 SEMINOLE Ra=1-:ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-58777 j I + • wr�z1-raal w ArIATtAi: EET - PERMIT INFOR MATION L«-A I Iyj1v I rOF%Mftl 1v:l F Permit Number 206 10 -- � �°'6,'--�IL:s� - -= - 1 Fl I I 1 aJ I I.LV, {' Permit Type: FOUNUA'1 ION ONU , i1 i�iv i I C BE'% FL JG2JJ Class of Work: NEW I -- --`•- �_--_• Book: � 1 VVYII`SIIIP- INa1IVIU. :.rvvn. Proposed Use: SINGLE FAMILY Lot(s): Block: oectivn: f j Square Feet: t Subdivisinn= A T LAINT v BEACIi Est. Value: Parcel Number: Import-. Cost: OWNER INFORMATION q f1 ♦n 1Qa..n� : 4 1 9nnn ! ..a.\, .��.. ,.. !1 Name: WATSON, JAMES _v'� t Add 325 SAlhrMILL LANE llGuIL F—C : �`.�nulIMPONTE VEDRA BEACH, FL 32082 f I Nate Raid: 9/11/20000 Phone. {904}545-8808 Work Desc: FOUNDATION PERMIT FOR NEW HOME rnNTRACTORISI APPLICATION FEES _ +WATSON HOME BUILDERS, 1NC: PERM1.T 25.00 � I � f 1 f � I I _------ ---_ Inspections Kequfred TREE BARRICADES ;FOOTING �SL�►3 � 1 1 fat\TI/\r INSPECT I-S ""U'ST BE REQUESTED AT LEAST 24 HOURS PRIOR TV Ws— tTi Vv I I A /►r 4 R 1 BUILDING MATERIAL, RUBBISH AIND DEBRIS FROM THIS WORK MUST NOT BE PLi:CED iii i-UBLtC SPACE,r,i�!D i MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 1 "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY M.I.E.PAYINlcx TWICE FOR BUILDING IMPR0VFMENTS" � MQ1 lr-n Ar•rf iPn1KIr_Tn AppRn x I P= AN!W14Ir I AR- PART OF THIS PERMIT AND SUBJECT T.'0. 0,1C.%T0 l�VV41.t C\VV (l\�(Rl\�! �L• R l �l FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I i I I i li�_ L $25,88 14 -- - , - — bite: 9/12/88 81 Receipt: 88673:9 i u LANTI IV1IiAiu'e"1 K=i,�i_iLDINi Ctfci;K5 114'3 __ w 1 6 --' ki JFcJ #'age' 71`J THIiS II�1S'�tUMFN'r Pl?A�AAP:'7rDi yi: I a?i.a,e A mr sa_�-__s __ ..+nuasaapaia Richard T.Morehead.PA I 4"Third Siert AcPu t mar Florins 322 I Dn_rR 2000201423 1 ROak: 9729 _ _ I c` N: 919 - 92 T EMCUO � Yom- U 7�,T ' & Recorded ac��,i.ia:u./r°liVi..i KL'1 UK1V 1Q: AO)!11 ,.valcvvo Inww 1 V10.33m AM Peoples First "moi F COOK 17C) AIA ii EKl( CIRCUIT CQURT liiivaL rotuiTv Ponte Vedra Beach, FL. a?nR2 ! TRUST FUND f z.QO I RECOORDW 'A I'MyTrV CCF, FEE f 3.00 4 i I ::v i it.ia v% �.virudiLir l.l'.iV1L'1�!'1 PERJVTr NO, TAY .. w.......,. .. ---_— --------...----� i'va+aV Is�i.aV)OOI;I,�1TY TU undersigned hereby gives notice.that iMn„rny�,mtA;wrr111 .t to _ Wits.Cn...:....-1T1 1Z 'iCl ��_ca=gives .0 .. __'__ _ aTaadc t %xii ain . � .^ .' `. aYaD Notice " JY•and in accordance pr pGrf: •--� following imormaaou is provided is otice of Commencement. This Notice be vow and v#ano force and effect u construction is not commenced within ninety(44)days after remrda-ion. 1. Description of the property: See Attached Exhibit A L. General dest7,--n nt the iimprov_m_eat:alrl-ntde t�wld�:� -- 3. The own=Watson Home arida Corporation Address*325 SaIIm � Beach,Florida 33W � Phone:2ia-51Z Far 2734 ilwnces interest in nitP of the.imprown.ent;Fan clmi„e v 4. Fee Simple Tits-Holder(if nthnr than Oven P.T v �T l�i{111G. I�palreSS: S. Contractor:Watson Home Builders,Inc. Address:325 Sawmill Lane,Ponte Vedre Wei,P[.32- A73-55101232 Fns: J-4M AC ...!:t .. vuriu S-! Address: �JJ Phone: Fax A..,...,,,* F T]....,i.cn M AoV;r;WvflrnWh nd(if an71 y) s atttarhed he-reto ac R:hih4"A"_' . n T __j__. acaataca. rwp�n rust a.vauaaauuay nw,aa /1 Address;2303 H'4P' ray i/,Patuuma City,11 ncise 32403 Phone:213404 Fax 285-3852 \ `1'1 S. Name and address of person within the State of Florida desittnated by the owner as person upon whom notices or other `J 1Lx;waaGutD uaair VG cu nfi prOraawaa vj a ayiYsa.aw.Yw . ..''� /la/l /• Name:Peoples-First Community Banti Address:2305 highway�i i,Panama City,Florida 32405 Phone..:2734W_ 4 Fa a 285-3852 9• The owner has designated the following nerwn;in addition to himself to receive a copy of the lienor's notice as provided in Section 313.13(l)(b)of the Florida St.a*il-tes. Name. Address: Phone:Far ln. jbTtra�finn ate of Notirr.of Commencement:(the expiration date is one(1)year from the date of recording unless 77 a different date is specincn)): ► Tic.record nog of this Notice of Commencement does not constitute a lieu,cloud'o enc-=bran_-,'"on the do—C-C )C rel pr:.prrty,bait a yes s�nstr�r+ve nodes flat claims of lien may be filed under ChapEer 713 of the Florida Statutes. n Homme Builders,Inc.,a F,1ora ,Wrp,aalion .-- ....,_. ntenn na, enf _ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING ' 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20618 Address: 399 FIFTH STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 IClass of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):42 Block: 1 Section: Square Feet: C Subdivision: ATLANTIC BEACH Est.Value: Parcel Number: Improv. Cost: 167,225.00 OWNER INFORMATION Date Issued: 9/1212000 Name: WATSON, JAMES Total Fees: 3,765.78 I Address: 325 SAWMILL LANE Amount Paid: 3,765.78 I PANTE VEDRA BEACH, FL 32082 Date Paid: 9/12/2000 Phone: (904)545-8805 _ Work Disc: CONSTRUCT NE__W HOME PER P_LANSRADON 978 SCHG 2124 CONTRACTOR(S) APPLICATION FEES WATSON HOME BUILDERS, INC. PERMIT 1,011.00 WATER IMPACT FEE 610.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.64 RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 4.40 j SCHARGE/ATL.BCH. 0.49 Inspections Required TREE BARRFCADES i FOOTING ;SLAB FINAL BUILDING CERTIF/OCCUPANCY �INSULATION E NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,. IJJ AT TI BEA -H UILDIN T. RE i' �� . PROPERTY DESCRIPTION �� Lot # Block # Section # 41010-•`� 4 ?Uud Subdivision: City of Atlantic Beach Street Name2 �-+t l DESCRIPTION OF :WORK"9 and Zoning or Address: 7 (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description S�+J6►l.G' �d�•f"�((�`h Class of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: Zoning S i2 UseposedSi��U� Estimated Value $ Doi obo Exceptions or Variances Materials: 14/4lol L'kjo Sl'Qfej Lt Granted: Eli or Filled Ground: Roof: %J0.0 in'AsES Method of Heating: 021�✓HP OWNER INFORMATION Property Owner: VA-Tint- . �j� 1 —��(l.S Phone: 994 -213 Mailing Address Zip: CONTRACTOR INFORMATION Contractor: VA-t50r-3 Aw6a; �.vlL'-Pen S Phone: 99 _Z7 3 '5$7-3 Mailing Address: I ,%-- Patel (3 LI Zip: -2,7_05-2-- �l Expiration Ci2G- STATE LICENSE NO: 6-0-5-7-;70 Date: g�'S//Cl 2— I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND S OR G DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature '— . DATE 2�1 'Z--q LOO Contractor Signature DATE Z,q 40 SWORN �SUBS�CRf BE RE ME BY THIS / DAY ,`1N11P„ Patricia Amon - �Q NN COMMISSION#CC =.: ARY PUBLIC August 27.20M ONI'30NVHf SNl NIVj AOFLL 1"HH1030N09 d'� �` , BONDED THRU TROY FAIN INSURANCE. OOOZ Ld 1St16Dy Rf P SA100 1RKSSOO N N0ISSIWW00 AW Date:8!14/00 Time:4:37:34 PM Page 3 of 9 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2124.0 33.05 12637.4 Double.Clear S 1.3 4.0 12.0 34.50 0.78 321.3 Double,Clear S 1.3 4.0 6-0 34.50 0.78 160-6 Double.Clear S 1.3 4-0 10.0 34.50 0.78 Doubfe,Clear W 1.3 5.0 72.0 36.99 0.90 267 7 Double.Clear W 1.3 6.0 68.0 36.99 0.93 2440.5 2347. Double.Clear W 1.3 4.0 5.0 36.99 0.85 Double.Clear W 8.0 5.0 16.0 36.99 0.44 157 1 258.6 Double,Clear N 1.3 5.0 42.0 19.22 0.93 751-5 Double.Clear N 1.3 4.0 8.0 19.22 0.90 138.4 Double.Clear N 1.3 5.0 15.0 19.22 0.93 268.4 Double.Clear N 1.3 4-0 16.0 19.22 090 276.8 Double,Clear N 1.3 4.0 5.0 19.22 0.90 86.5 Double.Clear N 1.3 4.0 6.0 19.22 0.90 103.8 Double.Clear E 1.3 6.0 40.0 40.22 0.93 1500.6 Double.Clear E 1.3 5.0 15.0 40.22 0.90 543.5 Double.Clear E 1.3 4-0 8.0 40.22 0.85 272.9 Double.Clear E 1.3 6.0 64.0 40.22 0.93 2400.9 As-Built Total: 408.0 12256.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 156.0 0.7 109.2 Frame,Wood.Exterior �� 11.0 1990.0 1.70 3383.0 1990.0 1.70 3383.0 Frame,Wood.Adiacent 11.0 156.0 0-70 109.2 Base Total: 2146.0 3492.2 As-Built Total: 2146.0 3492.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Insulated Exterior20.0 6.10 122.0 Adjacent Insulated 20.0 4.10 82.0 20.0 1.60 32-0 Base Total: 40.0 170.0 As-Built Total: 40.0 114.0 CEILING TYPES Area X BSPM = Pants Type R-Value Area X SPM = Points Under Attic 1148.0 0.60 688.8 Under Attic 300 632.0 0.60 379.2 Single Assembly 19.0 516.0 1.80 928.8 Under Attic 19.0 314.0 1.10 345.4 Base Total: 1148.0 688.8 As-Built Total: 14620 1653.4 EnergyGaugeOO DCA Forth 600A-97 Ener9yGauge(R)/FlaRES97 FLRCNA-200 2 Date:8114/W Time:4:37:34 PM Page 4 of 9 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 190.0(p) -37,0 -7030.0 Siab-On-Grade E Raised dge insulation 0.0 190.0(p) -41.20 -7828.0 170.0 -3.99 -678.3 Raised Wood.Adjacent 11.0 146.0 0.70 1022 Raised Wood.Posy or pier 11.0 24A 1.05 25.3 Base Total: -7708.3 As-Built Total: -7700.5 INFILTRATION Area X BSPM = Points Area X SPM = Points 2124.0 10.21 21686.0 2124.0 10.21 21686.0 Summer Base Points: 30966.2 Summer As-Built Points: 31601.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 30966.2 0.3673 11064.2 31160144 1.00 1047 0.284.047 0,284 1000 9380.6 EnergyGauge "DCA Form 60OA-97 Energ augeOWFIaRES'97 FLRCNA-200 3 Date:8114/00 Time:4:37:34 PM Page 8 of 9 FORM 6WA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 190.0(p) 8.9 1691.0 Stab-On-Grade Edge Insulation Raised170.0 0.96 163.2 Raised Wood.A Cent 0.0 190.0(p) 18.80 3572.0 11.0 146.0 3.60 525.6 Raised Wood.Post or Pier 11.0 24.0 1.55 37.2 Base Total: 1854.2 As-Bunt Total: 4134.8 INFILTRATION Area X BWPM = Points E21 X WPM = Points 2124.0 -0.59 -1253.2 .0 -0.59 -1253.2 Winter Base Points: 14112.6 Winter As-Built Points: 18012.1 TotaPointser X System = Heating Total X Cap X Duct X System X Credit = Heating Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 18012. 1.000 14112.6 0.6340 7636.1 1801211 1.00 10664064 0.466 0.455 1000 8713.6 EnergyGauge Im DCA Form 600A_97 EnergyGauge(WFiaRES97 FLRCNA-200 5 O'ate:8/14/00 Ttme:4:37:34 PAA Page 7 Of 9 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 109840 50.0 0.88 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10384.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points 11064.2 7636.1 10984.0 29684.3 9380.6 8713.6 10984.0 29078.3 PASS OL A GJ r f� COD 7VE EnergyGauge 714 DCA Forth 600A-97 EnergyGauge(WFlaRES97 FLRCNA-200 6 Date:811 4M Time:4:37:34 PM Page 8 of 9 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS 'S ECTION REQUIREMENTS FOR EACH PRACTICE Exterior V�lindowsBC.I I Maximtcn:.3 c .ft.window area;.5 CHEC Exterior&AdjaceC_1 21 Caulk ft door area. gasket weatherstrip or seal between:windows/doors&frames. foundation&wag sole or sit plate:joints between extenor wall panels wall, panels at comers;utility penetrations,between wall panels&top/bottom plates:between wags and floor. EXCEPTION:Frame walls where a continuous infiltration bamer is installed that extends from,and is sealed to,the foundation to the to late. FloorsC.1.2.2 Penetrations/opererx}s>1B"seated unless backed try truss or joint members. EXCEPTION:Frame floors where a contnuous i�ttration tamer is instated that is sealed -- -- _ to the_WlMeterpenetrations and__seams.CeilingsC.1.2-3 Between wags&ceilings; - — n9s;penetrations of ceiling plane of top floor;around shafts,chases, -- soffits,chimneys,cabinets sealed to continuous air barrier,gaps in gyp board&top plate: attic access.EXCEPTION:Frame ceilings where a continuous infittration barrier is installed that is sealed at the perimeter,at Penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,seated;or Type IC or non-iC rated,installed inside a sealed box with 1/2"clearance&3"from instillation;or Type IC rated with<2.0 cfm from conditioned space.tested. Multi-story Houses 606.-1 ABC.1.2.5 Air barrier on enmeter of floor cavity between floors Additional Infiltration reqts 606 1.ABC_1.3 Exhaust fans vented to outdoors, dampers;combustion space heaters comply with NFPA, have combustion air 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS.- SECTION REQUIREMENTS Water Heaters 612.1 CHEC Comply with efficiertcy regdremerrts in Table 6-12.Si0itch or dearly marked circUt Ebreaker electiicl or cutoff s must be ovided.External or built-in heat tra r red. Swimming Pools&Spas 612.1 &heated pools must have covers(except solar heated).Non-commercial pools have a pump timer.Gas spa&pool heaters must have a minimum thermal —efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 ions rsnnute at 80 PSIG. Air Distribution Systems 610-1 All ducts,fittings,mechanical �-------- pment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the enteria of Section 610. Ducts in unconditioned attics:R-6 min_insulation_ HVAC Corttro� 607.1 Separate readi accessible manual or automatic thermostat for each system Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-i 1 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge I"DCA Form 60OA-97 EnergyGauge0WFIaRES'97 FLRCNA-200 7 Date:8/14100 Torte:4:37:34 PM Page 9 of 9 ENERGY PERFORMANCE LEVEL EPL DISPLAY CARD ESTIMATED ENERGY PERFMMANCE SCORE* =82.2 The higher the score,the more efficient the home, I. New construction or existing New 2. Single — 12. Cooling systems family or multi-family Single family a. Central Lint 3. Number of units,if multi-family — Cap_46.5 kBtabr _ 1 4. Number of Bedrooms — SEER:121.00 4 b. N/A — S. Is this a worst _case? Yes _ — 6. Conditioned floor area(W) 2124 ft' — 7. Glass area&type c. N/A a. Clear-single pane 0.0 ft2 — z — 13. Heating systems b. Clear-double pane 408.0 fta. Electric Heat Pump c. Tint/other SClSHGC_single pane 0.0 ft2 Cap:p:47.0 kBft hr — d.Tmt/other SC/SHGC-double pane 0.0 111HSPF:7.50 — 8 Floor types b. N;A a Slab-on-Grade Edge[nsuiation R--0.0,190.0 ft, _ — c. NIA b. Raised Wood,Adjacent R=11.0,146.0 ftz — c. 1 Others 24.0 ft2 _ — 14. Hot water systems 9 Wall types a Electric Resistancea Frame,Wood,Exterior R=l 1.0,1990,0 ft2 — Cap:50.0 gallons — b. Frame,wood.Adjacent —— ER 0.88 c. NIA d1 R=11.0,156.0 ft' b. N/A — _ d. N/A — e. N/A — c. Conservation credits — (HR-Heat recovery,Solar — 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,632.0 112 _ 15. HVAC credits b. Single Assembly R=19.0,516.0 ftz — (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,314.0 112 HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, b. N/A — a Sup:Unc. Ret:Unc. AH:Garage Sup.R=6-0,,325.0 ft RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the a energy saving features which will be installed(or exceeded) in this home before fi i on. Other wi a new EPL Display Card will be completed1 a4 ST�r O based on installed C de compl' t feature Builder Signature: Date, � O p Address of New Home: ` �/ S �. (� 17G�-� t'L C 1 - CityfFL Zip: 1 ob�� 322.�i 3 •NOTE:The home's estimated energy performance score is only available through the FL41 ES computer program This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EP.IWE EnergyStar T signation), your home may qualify for energy e#ciency mortgage(EEM)incerrdves if you obtain a Florida EEnergy Gauge Rating. Contact the Energy Gauge Hotlure at 4t37;638-1492 or see the Energy Gauge web site at www fsec ucf edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Constnwtion, contact the Department of CommunityAffairs at 850/487-1824. EnergyGauget(Version:FLRCNl-200) 8 //�� "��,, n/CITY OF 4&4#k(6 /3�-0;&u-44 Office of Building Official ; REQUEST FOR INSPECTION 7 Date / ^/ O/ Permit o. Time A.M. Received RM Job Address _ L ality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANIC Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Fire Place ❑ READY FOR INSPECTIO Pre Fab Mon. Tues. Wed. Thurs. Friday Inspection Made ( f/ r o/ A.M. P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 _ w. SIINC0M 852-5800 DATE -- -0 JEA C onstruction & Maintenance 2325 Emerson Stree/t� Jaicksoi vi'lle, FL 13122220-17 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. �DPRESS 90Gc4 C; (01-6 � 99 ZA sil -4&0 CA Please call me at 904-247-5826 if you have any questions. Sing ely, ATLANTIC BEACH BUILDING DEPARTMENT BRACKETT and Associates, Inc. ' Structural Engineering December 20, 2000 City of Atlantic Beach RECIVCU 800 Seminole Road Atlantic Beach, Fl 32233 ,JAN 1 3 2001 RE: 399 Fifth Street City of Atlantic Beach threaded Rod Installation Building and Zoning Brackett and Associates, Inc. confirms with this letter that to the best of our knowledge and engineering judgement the installation of the epoxy and hold down system meets all code requirements. Should any further assistance in this matter be required, please feel free to contact us. Sincerely, T7�� Charles T. Brackett, PE President 2305 BEACH BOULEVARD • SUITE 104 • JACKSONVILLE BEACH, FL 32250 Phone (904) 249-7370 • Fax (904) 249-3905 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 31 Z' � OWNER: W A-7 S 0A.) t) I ] 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) [✓J' 2. Determine actual physical properties of building. [� a. Determine building area each floor. (Area definition Chapter 132) [ b. Determine grade elevation for building. (Grade definition Chapter B2) [ C. Determine building height in feet above grade. (Height definition Chapter B2) d. Determine building height in stories. (Story definition Chapter 62) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [� f. Determine percent of exterior openings per floor. [ J)' 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 136) [✓] a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [v� b. Check allowable height and area increases permitted. (Chapter B5) [� 4. Check detailed Occupancy requirements. (Chapter 64) [v]' 5. Check detailed Construction requirements IVf a. Fire Protection of Structural Members (Chapter B6 &Table B600) [V] b. Fire Protection Requirements (Chapter B7 and Table B700) [„} C. Means of Egress Requirements (Chapter 610) [4 d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [v� 6. Review design as related to standards. (Chapters B16- B26) [Vf 7. Check other requirements as necessary. [ / a. Construction projecting into public property(chapter B32) [ b. Elevators and conveying systems (Chapter B30) [1-r C. Sprinklers, standpipes and alarm systems (Chapter 139) d. Use of combustible materials on the interior(Chapter 68) [✓� e. Roofs and roof structures (Chapter B15) [.� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other — 11- 6 1- 6 0 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By, 9 (— _ Don C. Ford, Building 6fficial donlsb.1 CITY OF ATLANTIC BFACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE N.EASUREXENT OF WATER DE2!aND =CR EACH WATER FIXTURE. UNIT INSTALLED AND CONNECTED TO THE C_TY ' -ER SYST—Em. THE- WATER SUPPLY CH,-URGE IS HER7,EBY FIXED AT ENTY DOLL aRS PER FIXTURE UNIT CONNECTED TO THE CZ% WATER SYSTEM. BATHROOM GROUP CONSISTZNC OF SERVICE S-.fix WATER CLOSET, LAVATORY 6 BATH ' 71 WATER STAND TUB OR SHOWER STALL (6) k 2- (8) WATER CLCSET WAM CLOSET, TANX OPERATED (4) VALVE OP=R.,TtD (3) BAidTUB/SHOWER (2) UR-'NAL WALL L:' I SHOWER GROUP PER HEAD (3) FLOOR DRAIN (!) U� SHOWEX STALL DON.ES.IC (2) LAUNDRY 3 LAVATORY (I) C0y3:NA77-CN S:NK Ali^ _ f WASHI'tG XACaZNE (3) 3 PC'^, SCULLEay S:.IIK , 1 DISHWASHER (2) WASH S7-NK E:kCH Cr :AUC-TS (2) X:7cm SINX (2) FIDENTAL LAVATORY (i) I CRIXDEX (3)SINYZ2H PASTE 1)F-NTAL UNI:' OR CUSPIDOR (?) GRI2(Dg]t (3) BIDE7 (21') _URZINAL STALL, WASHOU- (4) FZIISHING ILM SINK (8) CON-B-NAT=ON SI.`t.{ ?u*tD TRAY WITH FOOD DISPOS. (4) IJACUZZI RINAL. P=£SIAL. SYP�30N 1E; DRINKING r - L0VOUT (2) -- G -OUN'_AL:Y (1/-) AVATORY, LkR2 R/BEAUTY ICE 'RICER (1/2) S� HOP (2) URGEONS SINK (3) � LAVATORY, SURGEONS (_) (2) lJ URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNZTS ��.5n 520.00 EAC:i $ 3rd JOB IAFORw.ATZON Sep-01 -00 07 = 4OA Harry McNally 904-247-5872 P.02 Hui-cam-Gema rae:� + rKur�: �r- a� TO=5872 P:1 � PRICE QUOTE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME_ MAILING ADDRESS PHONE NUMBER DATE SERVICE REQUESTED " SERVICE LOCATION DATE SET TO PUBLIC WORKS DATE RETURNED TO BUILDING (DEPARTMENT PUBLIC WORKS OEPARTMENT PRICE QUOTE RESPONSE WATER:_ SEWER_ OTHER. PRICE OUOTE PREPARED BY- /(A` Signature - Title DATE NO i IFI ED OWNER =EP-1-2000 FRI 08:08AM ID:247-5845 PAGE:2 * ResmanuJ(c) Date:8/1400 Time:4:41:28 PM Page 1 ata s• Version 3 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (C) 1986 --------------------- ----------------------- by A.C.C.A. ) ------------------------------ Project WATS2124 IPrepaired by: Address NULL IAir Systems, City NULL 12815 St.ohnslBluff Rd. State/Zip NULL Owner : NULL NULL w (Jacksonville, FL. 32246 Builder ITEL: (904) 642-9700 WATSON HOME BLDRS. HVAC Contr ! FAX: (904) 642-0401 --------------- lemail: -------------------------- ----------------------- Cond Floor Area = 2124 ITotai Glass Area = 408 Conditioned Floor Area to Total Glass Area Ratio = 19.2% -------------------------------- --------------------- * USA Climatic Conditions & Design Conditions * --------------------------------------------- -------------------------- --------------------- Geographical Location I Jacksonville AP, Florida North Latitude / Elevation 1 300 24Ft. Above Sea Level Outdoor Winter Dry Bulb 1 32' Indoor Winter Dry Bulb 1 70' Winter Temperature Diff. (wTd) 1 38' Outdoor Summer Dry Bulb 1 94' Outdoor Summer Wet Bulb 1 77' Outdoor Summer Hum. Ratio Gr/Lb 1 42 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 49 Indoor Summer Dry Bulb 1 75° Summer Temperature Diff. (sTd) 1 19' Summer Daily Range 1 190 (Medium Deviation) ------------------------------------- ------------------------ HEATING SUMMARY 1.ENB * COCLING S17101ARY ------------------------------ SUBTOTAL 41838.4 ! STRUCTURE SENSIBLE - 1 OCCUPA14TS - 28687.4 + 2400.0 1 APPLIANCES 1200.0 DUCT LOSS ! SUBTOTAL SENSIBLE = 32287.4 + 2091.9 { DUCT GAIN + 3228.7 TOTAL LOSS = 43930.3 1 TOTAL SENSIBLE MECHANICAL VENT.- 50 CFM - = 35516.1 - 2090.0 ! MECHANICAL VENT.- 50 CFM = 1045.0 1 TEMP.SWING 3.00@ 950 x 1.0 MINIMUM EQUIPMENT LOSS = 46020.3 ; MINIMUM EQUIPMENT SENSIBLE _ 36561.1 ------------------------------------------------i------------------------------ ------------------------------ 20% OVERSIZE LOSS = 9204.1 1 20% OVERSIZE SENSIBLE 7312.2 EQUIPMENT LOSS + 46020.3 1 EQUIPMENT SENSIBLE + 36561.1 MAXIKUN EQUIPMENT LOSS = 55224.4 1 MAX -MU^YEQUIPMENT SENSIBLE 43873.3 ------------------------------------------------1-------------------------------------------- I TOTAL LATENT = 9415.4 1 EQUIPMENT SENSIBLE + 36561.1 1 EQT.SENSIBLE + LATENT = 45976.5 --------------------------------------------------------- * AIR FLOW FACTORS * --------------------------------- __ __ -------------------------------------- HEATING FACTOR (BTUH/CFM) = 34.5 1 COOLING FACTOR (BTUH/CFM) = 17.3 HEATING CFM = 1332.2 1 COOLING CFM 1908.3 -------------------------------------------------------- * EQUIPMENT SELECTION ---------------------------------- __________ --------------------------------- EQT. MANUF 1 SENSIBLE CLG CU MOD # (BTUH) AHU MOD # i LATENT CLG (BTUH) I TOTAL CLG (BTUH) HEATING INPUT (BTUH) I TONAGE HEATING OUTPUT (BTUH) I (S)EER HEATING CFM {BTUH) I COOLING CFM_ AFUE/HSPF { TYPE 1 - ,v. mnRmsvn WNW.W1.11N tfrm:t:tl:tCHM Page2of3 -r Calculation Procedures A,B,C,D !� I Procedure A Winter Infiltration HTM ! j-------------------------------------------------------------------------------------------! 11. Winter Infiltration. CFM Envelope Evaluation #2 (Good/Average) I 1 Air Changes per hour x 21240 Cubic ft. x .0167 = 354.7 CF:r I ! I ! 2. Winter Infiltration Btuh i 1.1 x 354.7 CFM x 38 Degrees Winter TD = 14826.8 BTUH I I I i 3. Winter Infiltration HTM ! 1 14826.8 Btuh / 408 Sq.Ft of total Glass & Door areas = 36.3 HTtii I I I I ! I Procedure B Summer Infiltration HTM ! I-------------------------------------------------------------------------------------------I 11. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) I .5 Air Changes per hour x 21240 Cubic ft. x .0167 = 177.4 CF.V I I ! 1 2. Summer Infiltration Btuh ! I 1.1 x 177.4 CFM x 19 Degrees Su=mer TD = V 3,706.7 BTUH I ! I 1 3. Summer Infiltration HTM 1 3706.7 Btuh / 408 Sq.Ft of total Glass & Door areas = 9.1 HTM I 1 I I I I Procedure C Latent Infiltration I-------------------------------------------------------------------------------------------I I 0.68 x 49 grains difference @ 50 RH x 177.4 CFM = 5909.4 BTUH ! I ! I ! Procedure D Equipment Sizing I I------------------------------------------------------------- 11. Sensible Sizing Load ! I ! ! Sensible Ventilation Load I 1.1 x 50 VENT CFM x 19 Degrees Summer TD = 1045.0 BTUH ! I Sensible Load for Structure + 28687.4 BTUH ! I Sum of Ventilation & Structure Loads = 29732.4 BTUH ! I Rating & Temperature Swing Multiplier (3.00@ 950) x 1.0 RSM I Equipment Sizing Load - Sensible = 29732.4 BTUH ! I ! 1 2. Latent Sizing Load ! I ! I Latent Ventilation Load 1 0.68 x 50 VENT CFM x 49 differance 1666.0 BTUH ! I Internal Loads = 230 Btuh x 8 people + 1840.0 BTUH ! I Infiltration Load from Procedure C + 5911.0 BTUH ! I Equipment Sizing Load - Latent = 9415.4 BTUH ! I I 2 Abbreveations * Glass/Windows S.C.= Single Clear I S.T. = Single Tint S.R. = Single Reflective D.C.= Double Clear I D.T. = Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg = Overhang I Btm = Bottom I Hgt = Height I Sc = Shading Coefficient * inside Shading N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration #'s: 1. .Sub Standard/Poor t 2..Standard 13. .Better 14. .Excellent Building Componet Heat Loss & Gain Calculations Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 12.0 24.7 296.4 19.6 235.2 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 6.0 24.7 148.2 19.6 117.6 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 10.0 24.7 247.0 19.6 196.0 E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 7.8 19.6 152.9 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 64.2 58.6 3762.1 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 72.0 24.7 1778.4 --------------------------------------------------------------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 5.9 19.6 115.6 E -Solar Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 62.1 58.6 3639.1 E -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 68.0 24.7 1679.6 --------------------------------------------------------------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 0.7 19.6 13.7 E -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 4.3 58.6 252.0 E -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 5.0 24.7 123.5 --------------------------------------------------------------------------------------------- E -All Shaded D.C. R.S. 8.0 5.0 4.2 1.0 16.0 24.7 395.2 19.6 313.6 S -All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 42.0 24.7 1037.4 19.6 823.2 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 8.0 24.7 197.6 19.6 156.8 S -All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 15.0 24.7 370.5 19.6 294.0 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 16.0 24.7 395.2 19.6 313.6 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 5.0 24.7 123.5 19.6 98.0 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.0 24.7 148.2 19.6 117.6 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 3.5 19.6 68.6 W -Solar Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 36.5 58.6 2138.9 W -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 40.0 24.7 988.0 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 1.6 19.6 31.4 W -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 13.4 58.6 785.2 W -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 15.0 24.7 370.5 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 1.2 19.6 23.5 W -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.8 58.6 398.5 W -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 8.0 24.7 197.6 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 5.6 19.6 109.8 W -Solar Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 58.4 58.6 3422.2 W -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 64.0 24.7 1580.8 --------------------------------------------------------------------------------------------- Glass Infiltration: 408.0 33.1 13504.8 8.3 3386.4 Glass Sub Totals: 408.0 23582.4 20965.5 Componet Type Exposure R-Valve Area Whtm Loss/Btuh Shtm Gain/Btuh Wood Stud Exterior 11.0 1990.0 3.4 6766.0 2.0 3980.0 Wood Stud Adjacent 11.0 156.0 3.4 530.4 1.5 237.1 Insulated Core/Metal Exterior n/a 20.0 22.4 448.0 13.3 266.0 Insulated Core/Metal Adjacent n/a 20.0 15.5 310.0 9.8 196.0 Door Infiltration: 40.0 33.1 1324.0 8.3 332.0 Slab on Grade 0 190.0 30.8 5852.0 0 0 Raised Wood - Adjacent 11.0 146.0 3.2 467.2 0 0 Rsd Wood - Post or Pier 11.0 24.0 3.2 76.8 0 0 Under Attic 30.0 632.0 1.3 821.6 1.4 884.8 Under Attic 19.0 516.0 2.0 1032.0 2.2 1.135.2 Under Attic 19.0 314.0 2.0 628.0 2.2 690.6 3 Job russ truss ype y y VU150t] omes- an is eac 0000796 CJO1 ROOF TRUSS 2 1 02 tionaq s e I e nus ries, nc. u u age 32226 TRUE TRUSS1 7-0-14 -2-9-150-0.0145 44a 2-415 145 Sala=1.19.1 9 6 4.24 F12 s n 2 B1 7 9 1 2x4= 7-0-14 2.415 7-a14 0a9 445 44s 149 2-415 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.04 2-4 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.16 2-4 >489 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 nla BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:26 Ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=69/0-3-8,3=147/Mechanical,2=316/0-5-11,4=101/Mechanical Max Horz 2=262(load case 3) Max Uplift/=-73(load case 2),3=-196(load case 3),2=-19(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48,2-5=-21,5-6=-11,3-6=39 BOT CHORD 2-7=0,7-8=0,4-8=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 It by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 Ib uplift at joint 1,196 Ib uplift at joint 3 and 19 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)379.41b down and 196.51b up at 1-6-12,and 41.81b dovm and 41.31b up at 4-4-12 on top chord,and 15.41b down and 52.71b up at 1-6-12,and 50.41b down at 4-4-12 on bottom chard. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-74.0,2-3=-54.0,2-4=-20.0 Concentrated Loads(Ib) Vert:5=196.5 6=-41.8 7=-15.4 8=-50.4 4• CAA ,I IFIL No.4 3 T TE OF �ORIOP' SHRED Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copyy4.2441.520 \ (' 4 �l Job russ I fuss I ype y y a son omes I.Atlantic beach t r 0000796 CJ02 ROOF TRUSS 2 1 o tiona --TRUE-M �CK-50NIVILEE—l'U. 32226 4.200 s Feb 14 2000 1 e n us nes, no. u u age -2.9.15 o-o-e 5-2-13 9-o-8 "o-13 x su s-z•u 3.9-11 ("10-5 Scala_123 6 2%4 I 5 1 19 3x5 i 4.24 F12 3 92 9 T T1 6x6= 12 d 5 7/ 2xa 11 2 2.83 12 N4 ij l 2-9-15 9.10.13 o-o-0 5.2.13 8.1612 1 o-1 S-10.13 5.2-13 }7-15 2.9-15 LOADING (psf) SPACING 2-0-0 CSI DEF L In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.26 7-8 >451 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.24 7-8 >489 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) -0.06 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:43 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=21/0-3-8,5=260/0-1-8,2=709/0-3-8,6=318/Mechanical Max Horz 2=345(load case 2) Max Uplift 1=-24(load case 2),5=-143(load case 2),2=-472(load case 2),6=-349(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=58,2-9=-2079,3-9=-1976,3-10=-102,4-10=23,4-5=85 BOT CHORD 2-11=1927,8-11=1957,8-12=1917.7-12=1944,6-7=0 WEBS 3-8=224,3-7=-1881,4-7=95 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANS117PI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)S. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 Ib uplift at joint 1,143 Ib uplift at joint 5, 472 Ib uplift at joint 2 and 349 Ib uplift at joint 6. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Special hanger(s)or connection(s)required to support concentrated load(s)41.81b down and 48.31b up at 4-4-12,and 190.1 lb down and 284.81b up at 7-2-11 on top chord,and 50.41b down at 4-4-12,and 90.41b down at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-74.0,2-5=-54.0,2-7=-20.0,6-7=-20.0 Concentrated Loads(Ib) G�4. CA Vert:9=-41.8 Loads Ob)_190.1 11=-50.4 12=-90.4 `r y -T IFI No.4880 � . ST O RI DE Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copyR1.2�441.520 \N 1rq\\ '� \ JOD russ cuss ype y y a son omes I.Atlantic eac s r 0000796 CJ03 ROOF TRUSS 2 1 (optional) NVILEE—FE. 32226 4.20U sFebMiTek nc. uJulage -2-915 0-0.0 4-2.15 2-9-15 42.15 Scab�1:15.5 2 4.24 F1 2 5 2 T1 61 6 d l 2.4— 1 2-915 42-15 0.0.0 4-2-15 42-15 2-915 LOADING (PSD SPACING 2-0-0 CSI DEFL In (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) 0.01 2-4 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.01 2-4 >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=109/0-3-8,3=33/Mechanical,2=146/0-5-11,4=44/Mechanical Max Horz2=184(load case 3) Max Upliftl=-1 14(load case 2),3=-32(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=29,2-5=33,3-5=-37 BOT CHORD 2-6=0,4-6=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 It by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 Ib uplift at joint 1 and 32 Ib uplift at joint 3. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)379.41b down and 196.5Ib up at 1-6-12 on top chord, and 15.41b down and 41.91b up at 1-6-12 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-74.0,2-3=-54.0,2-4=-20.0 Concentrated Loads(Ib) Vert:5=196.5 6=-15.4 4• CA9 iIN^ N0.48803 TAT ENG Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy04.241.52 r\ 2,bt O O Job russ lfuss iype uty ply a son riomes- an Ic eac ' r 0000796 J01 ROOF TRUSS 8 1 o tionTRUE TRUSS I Tc—._uAzK50NVT[[E—FU 32226 4,20 al sFebl e industries,Inc. Thu Julage a-0-0 0.0.01-o-0 2-0-07-o-0 a i I 6.40 12 x 131 l T1 2.1_ 7 2-0-0 1-0-0 o-a-o 1-0-0 1-o-0 x-a-0 LOADING (PSI) SPACING 2-0-0 CSI DEFL In (IOC) I/den PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.00 2 1 99 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.09 1-2 >269 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-94/Mechanical,2=264/04-0,4=9/Mechanical Max Horz 2=154(load case 4) Max Uplift3=-94(load case 1),2=-572(load case 4),4=-25(Icad case 2) Max Grav3=279(load case 3),2=2640oad case 1),4=9(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=47,2-3=-71 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 Ib uplift at joint 3,572 Ib uplift at joint 2 and 25 Ib uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. CA 9i ��Q• ��'�IFIC,q 3 No.4880 ST O RI ED E Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy4.241.520 � C�,N0 0 o russ Truss ype y y a son omes- an Ic each 1 r 0000796 J02 ROOF TRUSS 4 1 o tional -TRUE TRUSS 114c.,JAC�50NVILLE t-L. 32226 4.200 sFebl e industries,Inc. Thu Jul 20 11:59:51 7000 Page z-o-0 o-o-0 3 ao 2-o-0 o-o-0 Scsl!=1'.13.7 3 I 6.00 F12 T1 2 91 l 2x1= 1 2-0-0 0.60 3.0-0 3 o-0 z-o-o YN LOADING (PSI) SPACING 2-0-0 CSI DEFL In (IOC) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 VertELL n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert0.17 1-2 >150 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hor' ) -0.00 3 nia BCDL 10.0 Code SBC/SBCCI (Matrix) 1st Min I/deft=240 Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=25/Mechanical,2=264/0-4-0,4=27/Mechanical Max Horz2=222(load case 4) Max Uplift3=-21(load case 2),2=-398(load case 4) Max Grav3=49(load case 3),2=264(load case 1),4=27(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=47,2-3=-57 BOT CHORD 24=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 It by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 Ib uplift at joint 3 and 398 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �4. CAR '(IFC, 880 STATE OF ,(�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation FC's�C ORIV Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 D ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 1.241.520 1r' QS QS lJob I russ I cuss ype y y a son omes- t an Ic each 0000796 J03 ROOF TRUSS 14 1 o tional TRUE 1K=TC—.,-JArKSZ5NVILLE FL. 3222 s e l e Industries,inc. u u age -2-o-o 0.0.0 so-0 2-0.0 so-o Scsl.•1:18.0 6.00 12 T1 2 81 7 2x1 2-0-0 60-0 o-o-0 so-o so-o z-o-o LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.251 TC 0.48 Vert(LL) n/a - n38 M20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.19 1-2 >1 BCLL 0.0 Rep Stress Incr YES i WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=100/Mechanical,2=317/0-4-0,4=47/Mechanical Max Horz 2=294(load case 4) Max Uplifl3=-140(load case 2),2=-383(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=47,2-3=35 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 It by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 Ib uplift at joint 3 and 383 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I. CAA I� 01 8 *OF ORIOP' Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation ED�NG Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free coppyy .241.520 Nt( ' O\ Job cuss cuss ype yI y a son omen- an is each 0000796 J04 ROOF TRUSS 4 1 (optional) s Feb 14 2000 MiTeknus nes, nc. u u age z-o-o o-0-0 1.0-0 z-o-0 0-0-0 SCM• 1:17.7 d 6.00 F12 b 1 '1 Bt j T1 d x a a 00;iz a.a l t x-o-o 0-0-0 0.0-0 0-ao 0 ao 2-ao Plate offsets LOADING (pst) SPACING 2-0-0 CSI DEPL In (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) n/a - n/a 1020 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.17 1-2 >152 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=25/Mechanical,2=264/0-4-0,4=27/Mechanical Max Horz 2=219(load case 4) Max Uplift3=-25(load case 2),2=-395(load case 4) Max Grav3=45(load case 3),2=2640oad case 1),4=27(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=45,2-3=-59 BOT CHORD 2-4=7 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 Ib uplift at joint 3 and 395 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA ��►�'�-1 IFI No. 88 S AT OF' ORI Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free coppy� 1.2441.520 . \� V 1 Job russ toss ype y y a son omes- an is eac f r I 10000796 J05 ROOF TRUSS 4 1 (opa FL. 32226 jS-,SpTC—.,-jAcKSZNV1LE 4.200 s Feb 14 2000 M, e industries,Inc. Thu Jul ZU 11:59:54 2UUU Page -x•o-o ao-o o-ao 2-0-0 50-0 __ Sc9i4.1:19.0 0 � i 0.00;12 I T1 2 4.00 12 0x4 1 2-0-0 0.0.0 0.0.0 5.0-05-0-0 2-o-0 Plate ses LOADING (psf) SPACING 2-0-0 CSI DEFL In (IOC) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.18 1-2 >142 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=100/Mechanical,2=317/0-4-0,4=47/Mechanical Max Horz 2=292(load case 4) Max Uplift3=-143(load case 2),2=-380(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=45,2-3=35 BOT CHORD 2-4=12 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 Ib uplift at joint 3 and 380 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA IFIL 3Q v No.4 3 T TE OF �ORI'D Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy04.241.520 �X (�� \ oo Job toss I cuss ype y y a son om S-5th St.Atlantic t5each 0000796 J06 ROOF TRUSS 9 1 o tional —rR0=U55 114C.,JACKSONVILLE FL. JZZZ 4.200 s eb us nes,Inc. Thu Jul 20 11:59:56 2000 Page -2-o-0 o-o-o r-ao 2-0-0 7-o-o SnU:125 P 2*4 II 4 7 d 6.00 F12 82 6 T1 Sd= d 2 !� 4.00,12 y4 7x4% 2-ao r-o-o o-o-o fi+o o-o-o 2-o-o Plate offsets LOADING (pSO SPACING 2-0-0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.06 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.15 1-2 >173 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=223/Mechanical,2=383/0-4-0,5=5/Mechanical Max Horz 2=364(load case 4) Max Uplift4=-197(load case 4),2=-396(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=45,2-3=39,3-4=99 BOT CHORD 2-6=24.5-6=-O WEBS 3-6=70 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 Ib uplift at joint 4 and 396 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA t IFIC No. 88 S AT 0 Q ORI Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free coppyy04.22441.5(20 X /� /� \ ' ' ON C1 Job russ cuss ype y y a son omes- an 1c each 0000796 J07 ROOF TRUSS 13 1 o tiona kuKSoN=J 32226 4.200 s e 1 e industries,Inc. I hu--Ju-T7G-fT--.59-.5T2000age 0." 10-0 2-0.0 I-M scat.=t:u 3 3 6 00 12 T1 2 81 4 I I 2x4= 1 2-0.0 3-0.0 0.0.0 3-0.0 iao 2-o-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.01 2-4 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.17 1-2 >150 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=25/Mechanical,2=264/0-4-0,4=27/Mechanical Max Horz 2=222(load case 4) Max Uplift3=-21(load case 2),2=-485(load case 4),4=-73(load case 2) Max Grav3=49(load case 3),2=264(load case 1),4=27(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=47,2-3=-57 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 Ib uplift at joint 3,485 Ib uplift at joint 2 and 73 Ib uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CA9 I IFI- * No.48803 TAT k'O 10 ENG Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free coppyy14.2241.52 \' {rte \ QS Job cuss tossType y Ply i a son omes St.Atlanfi6eac�� 0000796 T01 ROOF TRUSS 1 3 s Industries,Inc. U U Io tioI eagel s e -2-0-0 0-0-o 3-6-6 6-2-0 +0-&0 155.9 20-6-6 2-0-0 3.6-4 2-1-12 4b0 439 _ .1-0 scw-+:42.e sxe= 3x4 II 4 s 6.00 12 2x40 W4 6x12 M20M= 1x611 6x12= 7 9 3 1h W3 W 9 n II 2 61 2 1� 1 13 12 14 is 11 10 3x6 i 6x12= 9x12= 2x4 II 5x12= 2-0-0 20-6-6 0-0-0 6-2-0 1430 15.5.9 20-6.6 5.1.0 6-2-0 4-6-0 439 2.0-0 Plafe3X se ge LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.64 11 >381 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.64 10-11 >378 N120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 HOrz(TL) 0.09 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:402 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D'Except' TOP CHORD Sheathed or 5-6-11 oc purlins, except end verticals. T3 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. BOT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3*Except* W5 2 X 4 SYP No.20,W9 2 X 4 SYP No.2D,W3 2 X 4 SYP No.2D W8 2 X 4 SYP No.20 REACTIONS (Ib/size) 9=8489/0-3-8,2=4736/0-4-0 Max Horz 2=387(load case 3) Max Uplift9=5044(load case 3),2=-3586(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=51,2-3=-9594,3-4=-9559,4-5=-1008,6-11=-2025,5-6=-192,6-7=-26940,7-8=-1914,8-9=-2413 BOT CHORD 2-13=8466,12-13=8466,12-14=25522,14-15=25522,11-15=25522,10-11=19871,9-10=19871 WEBS 3-12=84,4-12=7368,4-6=-8527,6-12=-17352,7-11=7267,7-10=-191,7-9=-18812 NOTES (10) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If of exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6044 Ib uplift at joint 9 and 3586 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)3-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-2 rows at 0-5-0 on center. Bottom chords connected as follows:2 X 6-2 rows at 0-8-0 on center. Webs connected as follows:2 X 4-1 row at 0-9-0 on center. 8)Design assumes 4x2(flat orientation)pudins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Special hanger(s)or connection(s)required to support concentrated load(s)1037.51b down and 786.21b up at 5-0-12,509.41b doom and 394.01b up at 7-0-12,and 509.41b down and 390.81b up at 9-0-12,and 509.41b down and 390.81b up at 10-7-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 10)Use SEMCO TGHD5512 to attach T01 to 2x header.Header to be designed and supplied by others. LOAD CASE(S) Standard 4. CAg9 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) GP'(IN V Vert:1-4=54.0,4-5=-54.0,6-8=-970.0,2-9=-20.0 Concentrated Loads Qb) Vert:11=-509.413=-1037.514=-509.415=-509.4 0.4 0 S! OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /s ORIOP' Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. IfHIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy04.241.520 TN ��IQSQ� JOD 1 cusscuss ype y y a son Homes an 1c each • 0000796 T02 ROOF TRUSS 1 1 optional s e l e Inclustnes,inC. u u age -2-00 0-00 $40 101.0 15-2.0 206-8 241-0 541-0 5-1-0 5.1.0 5 6 9 scale•1:42.e 4.5= 3x4= 3x3= 3.4 11 J 10 11 4 12 13 5 14 15 6 6.00 F12 3 W4, a S 2 _ 1 9 16 17 18 8 19 20 21 22 4x4= Jxd= 5x5= 3.0= 2-00 20." 12-7.8 206-9 G-0-00so-0 sac 7.7.0 7-na 2-o-0 Plate Offses LOADING (pS1) SPACING 2-0-0 CSI DEFL in (loc) lideft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.23 8-9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.29 8-9 >827 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.07 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:99 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 REACTIONS (Ib/size) 7=1607/0-3-8,2=1517/0-4-0 Max Harz 2=300(load case 3) Max Uplift7=-1229(load case 3),2=-1277(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=47,2-3=-2720,3-10=-2394,10-11=-2393,4-11=-2393,4-12=-2839,12-13=-2839,5-13=-2839,5-14=-159, 14-15=-159,6-15=-159,6-7=-351 BOT CHORD 2-9=2355,9-16=3031,16-17=3031,17-18=3031,8-18=3031,8-19=2312,19-20=2312,20-21=2312,21-22=2312, 7-22=2312 WEBS 3-9=668,4-9=-718,4-8=-271,5-8=748,5-7=-2396 NOTES (6) 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1229 Ib uplift at joint 7 and 1277 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)237.71b down and 335.21b up at 5-0-0,95.Olb down and 139.71b up at 7-0-12,95.Olb down and 139.71b up at 9-0-12,95.Olb down and 139.71b up at 11-0-12,95.Olb down and 139.71b up at 13-0-12,95.01b down and 139.71b up at 15-0-12,95.01b down and 139.71b up at 17-0-12,and 95.01b down and 139.71b up at 19-0-12 and 99.5lb down and 140.21b up at 20-4-12 on top chord,and 144.81b down at 5-0-0,45.21b dorm at 7-0-12.45.21b down at 9-0-12 45.21b down at 11-0-12,45.2lb down at 13-0-12,45.21b down at 15-0-12,45.2lb down at 17-0-12,and 45.21b doom at 19-0-12, and 46.91b down at 204-12 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 6)Use SEMCO THDS26 to attach T02 to 2x ledger.Ledger to be designed and supplied by others. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-3=-54.0,3-6=-54.0,2-7=-20.0 Concentrated Loads Ob) v CA e Vert:3=-237.7 6=-99.5 7=-46.9 9=-144.8 5=-95.0 10=-95.0 11=-95.0 12=-95.0 13=-95.0 14=-95.0 15=-95.0 16---45.2 �i 17=-45.2 18=-45.2 19=45.2 20=45.2 21=-45.2 22=45.2 (IF (' 880 STATE OF 1�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �Ca A�ORIX) Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200E ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copyX .241.520 �'� QS1�s Job russ Truss ype ty y a son omes antic each 0000796 T03 ROOF TRUSS 1 1 (optional) I KUL I RUSS INC.,JACKSONVILLE FL. :3222b 4.200 s Feb 14 2000 MiTekIndustries,Inc. I hu u Uu: age -2-a0 aa0 5-00 Z-QO 6-00 46.12 46-12 Sol. 1:30.5 4.9= 3.4 11 3 9 10 1 3N 11 12 5 6.00 12 W1 V12 W+ W2 W7 d I 2 1� B 13 11 7 15 i6 1 3x1= 2>t1 11 301= 301= 2-" 141-. aa0 Sao 9.6-12 5.0.046-12 461x 2-0.0 Plate Offises LOADING (PSI) SPACING 2-0-0 CSI DEFL In (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.07 7-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) 0.10 1-2 >254 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:71 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-14 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=1039/Mechanical,2=1043/0-4-0 Max Horz 2=300(load case 3) Max Uplift6=-785(load case 3),2=-918(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=47,2-3=-1668,3-9=-1329,9-10=-1328,4-10=-1328,4-11=-83,11-12=-83,5-12=-83,5-6=-216 BOT CHORD 2-8=1424,8-13=1439,13-14=1439,7-14=1439,7-15=1328,15-16=1328,6-16=1328 WEBS 3-8=265,3-7=-127,4-7=247,4-6=-1439 NOTES (7) 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 It by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 785 Ib uplift at joint 6 and 918 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Special hanger(s)or connection(s)required to support concentrated load(s)237.71b down and 335.21b up at 5-0-0,95.0Ib down and 139.71b up at 7-0-12,95.01b down and 139.71b up at 9-0-12,and 95.01b down and 139.71b up at 11-0-12,and 95.01b down and 139.71b up at 13-0-12 on top chord,and 144.81b down at 5-0-0,45.2Ib down at 7-0-12,45.21b down at 9-0-12,and 45.21b down at 11-0-12,and 45.21b down at 13-0-12 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 7)Use SEMCO THDS26 to attach T03 to T01. LOAD CASE(s) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pll) Vert:1-3=-54.0,3-5=-54.0,2-6=-20.0 Concentrated Loads Ob) Ga v. CAA Vert:3=-237.7 8=-144.89=-95.0 10=-95.0 11=-95.0 12=-95.0 13=-45.2 14=45.2 15=-45.2 16=-45.2 `rP IFIC,9 z 3 No 4880 S TE F ED Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9 4.241.5200 `t6 2, \ O O Job russ I cuss Type y i y a son Homes-5th an Ic t3each 0000796 T04 ROOF TRUSS 1 1 (optional) I TRUt: I RUSS INC.,JACKSONVILLE I-L. :32226 4.200 s Feb 14 2000 MiTekindustries,Inc. Thu Jul 2U 1Z:UU:03 ZUUU Page •z•a00•a0 7-a0 11e01,-1-9 2-o-0 7-o-0 t:a0 o-se 1:30.5 5x5= 3"_ 3 4 6.00 12 W3 W1 W2 d d 7 2 •,{ iy idd 6 3k 7 3x4 2-a0 141-6 0-M 7-a0 747-6 7-o-0 2-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.02 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) 0.07 1-2 >370 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) -0.01 5 n/a BCDL 10.0 I Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:67 Ib LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=628/0-4-0,5=511/Mechanical Max Horz 2=372(load case 3) Max Uplift2=-567(load case 3),5=-393(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=24,2-3=-557,34=490,4-5=-443 BOT CHORD 2-6=494,5-6=0 WEBS 3-6=-117,4-6=552 NOTES (6) 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 It by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 567 Ib uplift at joint 2 and 393 Ib uplift at joint 5. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Use SEMCO THDS26 to attach T04 to T01. LOAD CASE(S) Standard 4• CAA �Q►�'�Z IFIc No. 88 S AT OF Q ORI Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free coppyy04.241.520 / ^^ Job russ Truss ype y Ply a son omes- t.Atlantic Beach 0000796 IT05 ROOF TRUSS • 1 1 o tiol ageTRUE TK :32226 industries,Inc. uJul z-ao o-o-a 49 a 9 ao 11-a o 141-9 z o-0 4s-a 4-2-12 z-o-o 2•5•e sni.=tats s.s= SA= 4 S I 2.4 II 6 2Xl 6.00 112 W2 4 IJ 7 d WS 1 I 2 �I B r 3.4_ x-o-o 14-1-9 aa0 9-0-0 5.0.0s1-a 2-04 tae se LOADING (PSD SPACING 2-0-0 CSI DEFL In (IOC) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.02 8 >999 1020 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.14 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) -0.01 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:80 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=628/0-4-0,7=511/Mechanical Max Horz 2=389(load case 3) Max Uplift2=-570(load case 4),7=-390(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=24,2-3=-646,3-4=-393,4-5=-351,5-6=-0,6-7=-62 BOT CHORD 2-8=571,7-8=203 WEBS 3-8=-247,4-8=-14,5-8=304,5-7=-449 NOTES (7) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 570 Ib uplift at joint 2 and 390 Ib uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Use SEMCO THDS26 to attach T05 to T01. LOAD CASE(S) Standard • CAA ZIFIC No 4880 S TE F D ENG` Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.5200 y9 k1� O JOD 1 russ I cuss ype y y a son omes an Ic each 0000796 T06 ROOF TRUSS 1 1 (optional) sFeb1 I ek nc. u u age •x•a0 0-0.0 161-8 }N 10-ba 2-M SS-1 1-10-12 19-8 _ sc,i.•1:34.7 4"= 1 2x1 II 5 coo 12 1,4�\ W 3 1 6V4 1 d 2 7 1 3k= 3x1= ht= 2-0-0 161-8 0.0.0 611 7-24 7-2.1 161-8 2-o-0 LOADING (pSO SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.02 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) 0.07 1-2 >370 BCLL 0.0 Rep Stress Incr YES WB 0.30 HOrz(TL) -0.01 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:75 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=628/0-4-0,6=511/Mechanical Max Horz 2=406(load case 3) Max Uplift2=-570(load case 4),6=-390(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=24,2-3=-649,3-4=-495,4-5=0,5-6=-98 BOT CHORD 2-7=575,6-7=241 WEBS 3-7=-235,4-7=389,4-6=-421 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 570 Ib uplift at joint 2 and 390 Ib uplift at joint 6. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Use SEMCO THDS26 to attach T06 to T01. LOAD CASE(S) Standard V• CAA I IFic No. 88 S AT OF Q ORI E Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free coppyy04.2241.520 \ 1r' Job russ I russ I ype y y a son omes- t. an Ic eac 0000796 T07 ROOF TRUSS 1 1 o tional TRUE TRUSS INC.,JAL;KbL)NVILLt I-L. 32226 4.200 sFebl e industries,Inc. u u age 4a0 5-1-8 S}0 7-}09-}0 9.48 14-6-0 a1 B 0.t 8 2-QO 2-o-0 0.1.8 5.1-9 sw.•1:26.9 4.4= 2 6.00 12 I 7 1 4 5.5= 0 1 N4 i 4.00 F12 U4 d1 a 146-0 aao 5-3-0 7-}0 9-}0 146.0 5-3.0 _ 2-0-0 2-0.0 S}0 it LOADING (psf) SPACING 2-0-0 CSI DEFL In (IOC) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) n/a n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 VertM) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI 1 st LC LL Min I/deft=240 Weight:45 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=229/14-6-0,3=229/14-6-0,4=450/14-6-0 Max Horz 1=-77(load case 2) Max Upliftl=-208(load case 4),3=-208(load case 4),4=-225(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-14,2-3=-14 BOT CHORD 1-4=13,34=13 WEBS 2-4=-319 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to vvind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 on center. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 208 Ib uplift at joint 1,208 Ib uplift at joint 3 and 225 Ib uplift at joint 4. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA Q•�'�Z IF 9�9 F 60. 8 3 46 TE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation C/s OR IIQ_,P�+`��iQ Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 D E This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copyy4.241.520 ` (�, OO Job ruSS Truss ype y y a son omes-bth St.Atlantic deach 0000796 T08 ROOF TRUSS 5 11 o tional TRUE I RUSS 11 4C.,JACKSONVILLE FL. 32226 4.2U0 s eb I e n us ries,Inc. Thu Jul 20 12:00:10 Z00U Page •2-0-0 0-0-0 41-12 7-}0 1044 14.6.0 20-0 4-1-12 11.4 }74 4-1-12 i 2-0-0 Sala•1.St.7 4x4= 4 2x4 2x4 6.00 12 5 6 5x12= 6 2 4MT2 7 3.4 1x4 z-ao 14-6-0 2-0-0 0-0-0 7-10 14-6.0 7-7-0 7-10 2-o-0 2-0-0 I Plate offsets LOADING (pst) SPACING 2-0-0 CSI DEFL In (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.15 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.19 8 >875 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/SBCCI I 1st LC LL Min I/deft=240 Weight:66 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-10 oc purlins- BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=641/0-4-0.6=641/0-4-0 Max Horz 2=-1160oad case 2) Max Uplift2=-609(load case 4),6=-609(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=23,2-3=-1899,3-4=-1536,4-5=-1536,5-6=-1899,6-7=23 BOT CHORD 2-8=1755,6-8=1755 WEBS 3-8=-293,4-8=1180,5-8=-293 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 609 Ib uplift at joint 2 and 609 Ib uplift at joint 6. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1,v' CAR9i �Q► �P'(IFIC,9 G' o.4 0 OF ,(�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /s ORIOP' Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy104.241.52 Job cuss cuss ype y i Py a son omes an Ic eac 0000796 T09 ROOF TRUSS 1 1 2 TRUE TRUSS-114C.,JAC;KSONVILLL FL. 32226 1 � o tionai s e l e n usines,Inc. I nu u age -2-0-0 0-0-0 4-0-4 7-0-o 1240 17-0-0 234-0 25.11-12 30.0-0 32-0-0 20-0 4.0-4 21112 1 $40 5+0 540 2.11-12 404 2-0-0 Scab:3/161' 5+6= 3.4= 3x4= 5.6= 4 5 6 7 rI 6.00 12 2X4 3 B 1 d rII 15 16 17 1418 19 13 20 2112 22 23 11 1+�N 2 54= 3x4= 3x4= 3.4= Sa5= 9 1 10d 1 3.5 3. 400,12 z-0-o 3041-0 2-0.0 aao 640 10," 15-0-a 15-4-0 tis O 30.0.0 6-4,-0 440 4+0 4J-0 4-4-0 6-4-0 2-0-0 2.0-0 0.e ses LOADING (PSI) SPACING 2-0-0 Csl DEFL in (IOC) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.76 13 >467 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.79 13 >449 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.50 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:278 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=11547/0-4-0,9=1546/0-4-0 Max Horz 2=-113(load case 2) Max Uplift2=-1355(load case 4),9=-1354(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=45,2-3=-6201.3-4=-6696,4-5=-6159.5 6=-6522,6-7=-6165,7-8=-6692,8-9=-6197,9-10=45 BOT CHORD 2-15=5650,15-16=5043,16-17=5042,14-17=5042,14-18=6477,18-19=6477,13-19=6477,13-20=6481,20-21=6481, 12-21=6481,12-22=5041,22-23=5041,11-23=5041,9-11=5646 WEBS 3-15=640.4-15=2380.4-14=1212.5-14=-436.5-13=52.6-13=48.6-12=-433.7-12=1220.7-11=2375.8-11=641 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 It by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1355 Ib uplift at joint 2 and 1354 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)2f Ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 on center. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 on center. Webs connected as follows:2 X 4-1 row at 0-9-0 on center. 8)Special hanger(s)or connection(s)required to support concentrated load(s)319.41b down and 347.61b up at 7-0-0,3.51b down at 9-0-12,3.51b down at 11-0-12,3.51b down at 13-0-12,3.51b down at 15-0-12,3.51b down at 16-11-4,3.51b down at 18-11-4,and 3.51b down at 20-11-4,and 319.4Ib down and 347.6lb up at 22-11-4 on bottom chord. Design for unspecified connection(s)is , g99 delegated to the building designer. C V \ C LOAD CASE(S) Standard �4.� ��IFIC49 /C9 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plQ Vert:1-4=-54.0,4-7=-54.0,7-10=-54.0,2-15=-20.0,11-15=-20.0,9-11=-20.0 No.4880 Concentrated Loads(Ib) Vert:13=-3.5 16=-319.4 17=-3.5 18=-3.5 19=-3.5 20=-3.5 21=-3.5 22=-3.5 23=-319.4 TE F ED ENG�a� Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9,\4,.241.5200 ` 2N�� OO Job cuss I cuss Type WatsonHomes-5th Atlantic Beach 0000796 T10 ROOF TRUSS 1 1 (optional . s e I nus nes, nc. u Jul ZU 1Z:00:14 2000 Page -2-40 0.0-0 6.406-'r1z &o-0 150-0 21-o-0 216421ba Jao-o a-0-o 2-0-0 6+0 0-1,12 2.6.4 6-0-0 6.0-0 2.6.4 o-1 12 6+0 2-o-o Snl4:311611- 5.12 4 2x4 11 3x12 4 5 6 2x4 II 2x4 11 6.00 12 3 VYl W7 r "a 12 11 10 2 6.12= 3x6= 6x12= 6 d � 6I�r 1 4x12% 4.00 12 4.12 2.0-0 30.0-0 2-0-0 i 0-0-0 6-40 15.0-0 23-&0 30-0.0 6-4-0 8.8-08.8.06-4-0 z-0-o 2-0-0 Plate ullsets ge, - ge LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udeft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.81 11 >440 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.00 10-11 >356 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.68 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:135 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1215/0-4-0,8=1215/0-4-0 Max Horz 2=138(load case 3) Max Uplift2=-1013(load case 4),8=-1013(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=23,2-3=-5033,34=-5003,4-5=-3183,5-6=-3183,6-7=-5003,7-8=-5033,8-9=23 BOT CHORD 2-12=4692,11-12=2612,10-11=2612,8-10=4692 WEBS 3-12=-142,4-12=2567,4-11=621,5-11=-315,6-11=621,6-10=2567,7-10=-142 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1013 Ib uplift at joint 2 and 1013 Ib uplift at joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA iFic 3Q v t * No 4*8.80 _ S TE F ED Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9,4.241.520 �k (�' Noo -Job Truss cuss ype Qty y a son ome -bth St.Atlantic i3ea.ch 0000796 T11 ROOF TRUSS 1 1 0tional I RUE TRUSS INC;.,JACKSOWILLE FL. 32226s e M. e Industries,Inc. uJulage -2-0-0 0-0-0 3-84 6-4.0 65.12 11-0.0 15.0-0 19.0-0 23.6-/23-0.o 2b112 30-0-0 12-0-0 2-M 344 2-7-12 o-1,12 46-4 1 4.0-0 /-0.o 4.64 0.t 12 2-7-12 0-6-/ 2-0-0 , Scor.3116+1' 54= 30= 5x5= 5 6 7 6.0072 3.5 i WS WS 3X5 6 d 44 W3 W3 2x1= 2 4= I 9 3 15 1/ 1l 12 Ia1n 2 6z6= 1x6= 149= 6zB= 10 y[ 11 d 1 /x8 12 x-0.o 10-0-0 2-0-0 0-0.0 6-4-0 11-0-0 19-0-0 23.&0 70-0-0 6s-o 4-60 6-°"0 2-0-0 x-0-o Plate CPS - - LOADING (PSI) SPACING 2-0-0 CSI DEFL In (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.68 14 >527 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) 0.84 13-14 >424 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.64 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:152 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1215/0-4-0,10=1215/0-4-0 Max Horz 2=-16300 ad case 2) Max Uplift2=-1013(load case 4),10=-1013(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=23,2-3=-4880,3-4=-4972,4-5=-2351,5-6=-2135,6-7=-2135,7-8=-2351,8-9=-4972,9-10=-4880,10-11=23 BOT CHORD 2-15=4494,14-15=4270,13-14=2247,12-13=4270,10-12=4494 WEBS 3-15=184,4-15=1563,4-14=-2249,5-14=821,6-14=-152,6-13=-152,7-13=821,8-13=-2249,8-12=1563,9-12=184 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1013 Ib uplift at joint 2 and 1013 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA �Q►�'� IF No.4880 TE F D Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9,\4,.241.5 200 ck�\ QNrz� Job russ cuss ype y y a son omes L an 1c each 0000796 T12 ROOF TRUSS 1 1 ` � (optional) TRUE TRUSS 114C.,JACK50INIVILLE FL. 32226 4.200 s t-eb 14 2000 MiTekIndustries,Inc. Thu Jul 20 12:00:15 2000 Page -2-0-0 0-0-0 5.0.5 9-0-3 13-0-0 17-0.0 20-11.13 24.11-11 30-0-0 32-0-0 2-0-0 5.0.5 3.11-13 3.11-13 4.0-0 3-11-13 3.11-13 5.0.5 2-0-0 Sc9N:Yt6=-1' 5x5= 4.9= 5 6 5x9 9 5X9 V- 3 T 6.00,12 4 d W3 W3 2X4= 2x4 9 14 13 12 11 6x6= 6x6= 9 d 2 3x9= 3x4= e1 402 4x12 4,00 12 2-0-0 30-0-0 2-0-0 0-0-0 6-4-0 13-0-0 17-o-0 2}0-0 30-0-0 6+o se-9 a-o-s9 64-06.4-0 x-o-a x-so Plate Offsets gt ae LOADING (pst) SPACING 2-0-0 CSI DEFL In (IOC) I/deFl PLATES GRIP TCLL 20.0 Plates Increase1.25 TC 0.83 Vert(LL) 0.69 12 >513 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.82 11-12 >436 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.64 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-8-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1215/0-4-0,9=1215/0-4-0 Max Horz 2=188(load case 3) Max Uplift2=-1013(load case 4),9=-1013(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=23,2-3=-5062,3-4=-4880,4-5=-1944,5-6=-1758,6-7=-1944,7-8=-4880,8-9=-5062,9-10=23 BOT CHORD 2-14=4700,13-14=2635,12-13=1758,11-12=2635,9-11=4700 WEBS 3-14=-98,4-14=2384,4-13=-1054,5-13=657,6-13=-0,6-12=657,7-12=-1054,7-11=2385,8-11=-98 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI [fend verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1013 Ib uplift at joint 2 and 1013 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAIFIR No 4880 S TE F ED Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9 1 4.241.5200 Job russ I russ ype Q1y y a on Homes-5thAtlantic eac 0000796 773 ROOF TRUSS 1 1 o tional -1 -INCKSONVILLh . 32226 Industries,Inc. u Jul 20 12:00:21 20OU Page -2-0-0 x0-0 3.0-0 5-10 7-00 7-9.10 9.0.0 11.0-0 12.70-110-0 15.0-0 17-0-0 17-4-13 15.0-0 2,-0-0 22-2-6 210-0 25-0-0 27-0-0 30-0.0 32-0-0 2-0-0 3-0-0 20.0 2-0-0 0-9-10 1-2.6 2-o-0 1.7-3 0.413 2.0.0 2-0-0 0+17 1-7-3 2-0-0 1.2-6 0.4,0 2-0-0 2.0.0 /0.0 2-0-0 Scala 153.0 axe= 5 2x4 II 2x4 II 53 54 2x4 II _ 2zd II 52 55 2x0-II 2x4 II ,T 56 2x4 II 51r T 9714 3 214 II T T 57 5x,2! 507 b II 8 2 ;I 5x12 0-9 SB 11 4x5= II II ,0x1 r It I x0-= II I�1 4x5 6.00 12 3 0 3� 4 I3 3 6 3+ �4 36I7 �& 8 4 9 W 7 L W 5 W `4 LLJ 5x6= 16 41 42 is 43 46 14 65 06 13 0-7 48 72 5x6= "Ib ll 4x5= 3x4= 7.8= 3x4= 4.5= 2-0-0 30-0-0 2.0.0 10-0 10-0 50-0 7.0-0 &0-o 1f-o-0 ,10-0 15-0-0 17-0-o 19-0-0 21-0-0 x10-0 25.0-0 27-o-0 30-0-0 /o-0 2-0-o 2-0-o 2-0-0 2-o-0 2410 2-0-0 2.01 2-o-0 2-0-o 2-0-0 2-0.0 2-10 110 z-10 2-o-0 r-� -Plate Onsets i LOADING (pSO SPACING 2-0-0 C51 DEFL in (loc) Weil PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.87 14 >409 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) 0.68 14 >524 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) -0.13 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Well=240 Weight:291 Ib i LUMBER BRACING TOP CHORD 2 X 6 SYP DSS`Except' TOP CHORD Sheathed or 3-9-5 oc purlins. Except: T1 2 X 4 SYP No.2D,T1 2 X 4 SYP No.2D 3-11-0 oc bracing:3-9 BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=-88/0-3-8,ll=-88/0-3-8,2=1716/0-4-0,10=1716/0-4-0 Max Horz 2=-210(load case 2) Max Uplift/=-88(load case t),11=-88(load case 1),2=-1843(load case 4),10=-1843(load case 4) Max Gravl=134(load case 2),11=1380oad case 3),2=1716(load case 1),10=1716(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=108,2-3=-2854,3-30=-1543,30-31=-1543,4-31=-1543,4-32=-3082,32-33=-3082,6-33=-3082,6-30-3510, 34-35=-3510,35-36=-3510,7-36=-3510,7-37=-3082,37-38=-3082,8-38=-3082,8-39=-1543,39-40=-1543,9-40=-1543, 9-10=-2854,10-11=108,3-49=-1123,49-50=-1023,50-51=-986,51-52=-956,52-53=-850,5-53=-822,5-54=-822, 54-55=-850,55-56=-956,56-57=-986,57-58=-1023,9-58=-1123 BOT CHORD 2-16=2540,16-41=3697,41-42=3697,1542=3697,15-43=4226,4344=4226,14-44=4226,14-45=4226,45-46=4226, 13-46=4226,13A7=3697,47-48=3697,12-48=3697,10-12=2540 WEBS 3-16=407,4-16=-1321,4-15=410,6-15=-281,6-14=191,7-14=191,7-13=-281,8-13=410,8-12=-1321,9-12=407 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Provide adequate drainage to prevent water ponding. 5)Gable studs spaced at 2-0-0 on center. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 Ib uplift at joint t,88 Ib uplift at joint 11, 1843 Ib uplift at joint 2 and 1843 Ib uplift at joint 10. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Special hanger(s)or connection(s)required to support concentrated load(s)4921b down and 52.1 lb up at 3-3-10,20.91b down and 20.71b up at 5-0-12,20.91b down and 20.71b up at 7-0-12,20.91b down and 20.71b up at 9-0-12,20.91b down and 20.71b up at 11-0-12,20.91b down and 20.71b up at 13-0-12,20.91b down and 20.71b up at 15-0-0,20.91b down and 20.71b up at 16-114,20.91b down and 20.71b up at 18-11-4,20.91b down and 20.71b up at 20-11-4,20.91b down and 20.71b up at 22-11-4,and 20.9Ib down and *4. CqA 20.71b up at 24-11-4,and 49.21b down and 52.1lb up at 26-8-6 on top chord,and 67.51b down and 69.91b up at 3-0-0,25.21b down and 73.91b up at 5-0-12,25.21b down and 73.91b up at 7-0-12,25.21b down and 73.91b up at 9-0-12,25.21b doom and 73.91b up at 11-0-12,25.21b down and 73.91b up at 13-0-12,25.21b down and 73.91b up at 15-0-0,25.2Ib down and 73.9Ib up at 16-114,25.21b down and 73.91b up at 18-11-4,25.21b down and 73.91b up at 20-11-4,25.21b down and 73.91b up at 22-11-4,and 25.21b down and Q 73.91b up at 24-11-4,and 67.51b down and 69.91b up at 26-11-4 on bottom chord. Design for unspecified connection(s)is delegated 3. 0' to the building designer. 8 Continued on page 2 LOU TATE OF ,(Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C/s+�C ORID Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free coppyy04.2241.520 \ V'1� OO Job russ cuss ype y I y a son omes- an rc each It 1 0000796 T13 ROOF TRUSS 1 1 (optional) TRUE I RUSS 11 4C.,JACKSONVILLE FL. 32226 4.200 s t-eb 14 ZUOU NIiTekTn-ju-sTr—,es-,Tn—c. u u age LOAD Ca,se(s) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-74.0,2-3=-54.0,9-10=-54.0,10-11=-74.0,2-10=-20.0,3-5=-54.0,5-9=54.0 Concentrated Loads(Ib) Vert:3=49.2 9=-49.2 14=-25.2 16=-67.5 15=-252 13=-25.2 12=-67.5 5=-20.9 41=-25.2 42=-25.2 43=-25.2 44=-25.2 45=-25.2 46=-25.2 47=-25.2 48=-25.2 49=-20.9 50=-20.9 51=-20.9 52=-20.9 53=-20.9 54=-20.9 55=-20.9 56=-20.9 57=-20.9 58=-20.9 • CAA Q•��( IFIC 9�9 F 6o. 8 3 AT TE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Cis ORI�P Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 D E This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free coppyy4V'.241.520 \ 1 4 O O Job cuss fuss ype y y a son Homes an Ic eac a � i 0000796 T14 ROOF TRUSS 1 1 (o tional s e 1 e nus nes,Inc. I hu Jul ZU 12:UU:zJ ZUOU Page -2-0.0 a0.0 S-4-5 10.2.2 15-0.0 16+0 :164 216-0 30.0.02•a0 32-o-0 20.0 54-5 4.9.14 49-14 34.0 5-N 0.1•tx 6+0 Scala=1:63 0 4.4= 5 2x4 II 6 2x4 11 600 12 4 W � 3.4 d 2x4 C r WS 3 1 1x6= 10 US= e d 2 1 lk 3x4� 9 Id r 4.6= 13 12 4.00,12 3.8= 3x6= 2-0.0 16-2.0 11-1a0 240.0 0.0.0 10.2-2 164.0 23-6-0 3G-0-010-2-2 at-t4 54-0 6+0 x-as z-o-o plate offsets LOADING (pSO SPACING 2-0-0 CSI I DEFL In (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.55 2-13 >395 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) 0.46 2-13 >471 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.03 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:160 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0oc purfins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-13,5-12 REACTIONS (Ib/size) 2=753/0-4-0,12=1176/0-4-0,8=501/0-4-0 Max Horz 2=215(load case 3) Max Uplift2=-1387(load case 4),12=-1105(load case 4),8=-695(load case 2) Max Grav2=763(load case 5),12=11760oad case 1),8=503(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=47,2-3=-962,3-4=-675,4-5=-674,5-6=132,6-7=189,7-8=-997,8-9=45 BOT CHORD 2-13=817,12-13=153,11-12=-538,6-11=-254,10-11=771,8-10=878 WEBS 3-13=-304.4-13=-268,5-13=733,5-12=-628,7-11=-910,7-10=376 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1387 Ib uplift at joint 2,1105 Ib uplift at joint 12 and 695 Ib uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard IVa CAIFA 8 3 _.. * STATE OF ORVID `aYiQ Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida CorporationD ENG Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy N 1.241.520 Job rus I cuss I ype y y a son omes an is each 0000796 T15 ROOF TRUSS 10 1 s s r A tional s e l e industries,Inc. Thu Jul ZU 12:00:26 2000 Pagel .2-0-0 0-0-0 141 6+0 6-5-12 10-8.0 15-0.0 19+8- 23.6.4 218-0 26.3.12 3aaa32-o-0 2-0-0 1 .4 0- 6.1 2 7 12 0-1 12 4-24 41-0 4-40 1.21,12 2-7.12 _14.1 2.0-0 Scali�1:63.0 40= 6 4.8 i 4x6 5 T 6.00 12 2.4 It W4 W4 2.4 II 4 6 2x4 2x4 9 13 72 I��~ 2 6x12= 3x6= 6.12= +0 d 1 4.8 1x4 4.00 rl2 z-0-o 3aaa 2-o-0 0-x0 6-40 +SaO 218.0 SaaO 6.1-8- $-8-00-8-0 6-4-0 2.0-0 2 Plate ses LOADING (psf) SPACING 2-0-0 CSI DEFL In (IOC) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.69 13 >514 M20 249/190 TCDL To Lumber Increase 1.25 BC 0.90 Vert(TL) -0.88 13-14 >403 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.61 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:154 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1215/0-4-0,10=1215/0-4-0 Max Horz 2=213(load case 3) Max Uplift2=-1013(load case 4),10=-1013(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=23,2-3=-4698,3-4=-4766,4-5=-4766,5-6=-1643,6-7=-1643,7-8=-4766,8-9=-4766,9-10=-4698,10-11=23 BOT CHORD 2-14=4316,13-14=2154,12-13=2154,10-12=4316 WEBS 3-14=158.4-14=-202.5-14=2708.5-13=-867.6-13=1235.7-13=-867.7-12=2708.8-12=-202.9-12=158 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 30 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1013 Ib uplift at joint 2 and 1013 Ib uplift at joint 10. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA IN No.4880 TE F D Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9 4.2441.520 \\ Y1 hA O O r Date:&14A0 Tene:4:37:34 PM Page 2 of 9 FORM 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: WATS2124 Builder: Address: ��l S tc� S.` WATSON HOME BLDRS City, State. Permitting Office: Owner: n�Vr< <' cX'ik I �� Permit Number Climate Zone: North Jurisdiction Number 1. New construction or 2 e ��g New - 12. Coote systems Single family a,multi-familye f �P� ammly - a. Central Unit 3. Number ofunits,ifmulti-family Ca{r 46.5 LBtmhr 1 - 4. Number of Bedrooms 4 -_ b. NIA SEER:111.00 - 5. is this a worst case? Yes - 6. Conditioned floor area(ft) 2124 ft= c. NrA - 7. Glass area&type _ a. Clear-single pane 0.0 112 13 _ - . Heating systems b. Clear-double pane 408.0 ft2 a. Electric Heat Pump Ca 47.0 kBtu lrr c. Tint%other SC/SHGC-single pane 0.0 ft2 p� - d.T"m _tiother SC/SHGC-double pane 0.0 ft2 HSPF:7.50 - S. Floor types b.NIA a. Slab-on-Grade Edge Insulation R�0.0,190.0 ft2 _ c. N/A b- Raised Wood,Adjacent R=11.0,146.0 ft2 c. 1 Others 24.0 ft2 14. Hot water systems - 9 Wall types a. Electric Resistance a. Frame,Wood_Exterior - Cap:50.0 gallons R=1 LO,1990.0 ft2 - b. Frame,Wood Ad'acent - ER 0.88 c. N/A � R-11.0, 156.0 ft2 b. NiA - - _ d.N/A C. Conserv ation credits - e. N/A - _ 10. Ceiling types (HR-Heat recovery,Solar _ DHP-Dedicated heat pump) a. Under Attic R=30.0,632.0 W _ 15. HVAC credits b. Single Assembly R=19.0,516.0 W CF-Ce f CV_ - c. Under Attic - ( �8 an. Cross ventilation, R=19.0,314.0 ft= HF-Whole house fan, 11. Ducts a. Sup:Lnc. Ret:Unc. AH:Garage Sup.R=6.0,325.0 PT-Programmable Thermostat, bN/A 325.0 ft RB-Attic radiant bamer, . - MZ-C-Multizmme cootirT, MZ-H-Multizone heating) Glass/Floor Area: 0.19 Total as-built points: 29078.00 P Total base points: 29584.00 /1 SS I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this Oki SrgTA Energy Code. calculation indicates compliance �,y,ry. _<J,p PREPARED BY: Crani M. Da! with the Florida Energy Code. rR DATE: Before construction is completed d a this building will be inspected for , I hereby certify that this iiding, designed, is i I compliance with Section 553.908 compliance with the FI rida Ener Code. I Florida Statutes. cob OWNERIAGENT: j BUILDING OFFICIAL: cam. DATE: a t7 I I DATE: 19 - d p EnergyGauge®(Version: FLRCNA-200) 1 Date:8/14190 Time:4:37:34 PM Page 3 019 FORM 6WA-97 SUMMED CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 2124.0 33.05 12637.4 Double,Clear S 1.3 4.0 12.0 34.50 0.78 321.3 Double,Clear S 1.3 4.0 6.0 34.50 078 160.6 Double.Clear S 1.3 4.0 10.0 34.50 0.78 2677 Double,Clear W 1.3 5.0 72.0 36.99 0.90 2400.5 Double.Clear W 1.3 6.0 68.0 36.99 0.93 2347.2 Double.Clear W 1.3 4.0 5.0 36.99 0.85 157.1 Double,Clear W 8.0 5.0 16.0 36.99 0.44 258.6 Double,Clear N 1.3 5.0 42.0 19.22 0.93 751.5 Double.Clear N 1.3 4.0 8.0 19.22 0.90 138.4 Double.Clear N 1.3 5.0 15.0 19.22 0.93 268.4 Double,Clear N 1.3 4.0 16.0 19.22 090 2768 Double,Clear N 1.3 4.0 5.0 19.22 0.90 86.5 Double,Clear N 1.3 4.0 6.0 19.22 0.90 103.8 Double,Clear E 1.3 6.0 40.0 40.22 0.93 1500.6 Double.Clear E 1.3 5.0 15.0 40.22 0.90 543.5 Double.Clear E 1.3 4.0 8.0 40.22 0.85 272.9 Double.Clear E 1.3 6.0 64.0 40.22 0.93 2400.9 As-Suitt Total: 408.0 12256.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 156.0 0.7 109.2 Frame,Wood.Exterior 11.0 1990.0 1.70 3383.0 Exterior 1990.0 1.70 3383.0 Frame,Wood,Adjacent 11.0 156.0 0.70 109.2 Base Total: 2146.0 3492.2 As-Built Total: 2146.0 3492.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 20.0 1.60 32.0 Base Total: 40.0 170.0 As-Built Total: 40.0 114.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1148.0 0.60 688.8 Under Attic 30.0 632.0 0.60 379.2 Single Assembly 19.0 516.0 1.80 928.8 Under Attic 19.0 314.0 1.10 345.4 Base Total: 1148.0 688.8 As-Built Total: 14620 1653.4 EnergyGaugeo DCA Form 60CA-97 EnerOyGaugeOWFIaRES97 FLRCNA-200 2 Date:allJIM0 Time:4:37:34 PM Page 4 of 9 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#. BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Point Slab 190.0(p) -37.0 -7030.0 Slab-On-Grade Edge Insulation 0.0 190.0(p) -41.20 -7828.01 Raised 170.0 -3.99 -678.3 Raised Wood.A cent � 11.0 f 46.0 0.70 102.2 Raised Wood.Post or Pier 11.0 24.0 1.0.5 25.3 Base Total: -7708.3 As-Built Total: -77()[1.5 INFILTRATION Area X BSPM = Points Area X SPM = Points 2124.0 10.21 21686.0 2124.0 10.21 21686.0 Summer Base Points: 30966.2 Summer As-Built Points: 31601.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1.000 -000 93M6 30966.2 0.3673 11064.2 31160144 1.00 1?047 0.284 1.047 0.284 i 000 9380 6 EnergyGauge z DCA Form 60OA-97 EnergyGau9e00/FlaRE597 FLRCNA-200 3 .....--11.••••1 mWasson Date:81141Q0 Trmc:4:37:34 PM Page 5 of 8 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: _, , PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area - Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 2124.0 9.76 3733.3 Double.Clear S 1.3 4.0 12.0 4.03 1.26 60.9 Double.Clear S 1.3 4.0 6.0 4.03 126 304 Double.Clear S 1.3 4.0 10.0 4.03 1.26 50.7 Double,Clear W 1.3 5.0 72.0 10.77 1.03 795.9 Double.Clear W 1.3 6.0 68.0 10.77 1,02 745.2 Double.Clear W 1.3 4.0 5.0 10.77 1.04 56.1 Double.Clear W 8.0 5.0 16.0 10.77 1.21 2084 Double.Clear N 1.3 5.0 42.0 14.30 1.00 602.4 Double,Gear N 1.3 4.0 8.0 14.30 1.00 115.0 Double.Clear N 1.3 5.0 15.0 14.30 1.00 215.2 Double.Clear N 1.3 4.0 16.0 14.30 1.00 229.9 Double,Clear N 1.3 4.0 5.0 14.30 1.00 71.9 Double.Clear N 1.3 4.0 6.0 14.30 1.00 86.2 Double.Clear E 1.3 6.0 40.0 9.09 1.03 374.0 Double.Clear E 1.3 5.0 15.0 9.09 1.04 141.8 Double.Clear E 1.3 4.0 8.0 9,09 f.06 77.1 Double,Clear E 1.3 6.0 64.0 9.09 1.03 598.4 As-Bullft Total: 408.0 4459.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 156.0 3.6 561.6 Frame,Wood,Exterior 11.0 1990.0 3.70 7363.0 Exterior 1990.0 3.70 7363.0 Frame,Wood,Adjacent 11.0 1560 3.60 561.6 Base Total: 2146.0 7924.6 As-Built Total: 2146.0 7924.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 20.0 8.00 160-0 Base Total: 40.0 476.0 As-Built Total: 40.0 328.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1148.0 1.20 1377.6 Under Attic 30.0 632.0 1.20 7587 Single Assem* 19.0 516.0 2.00 1032.0 Under Attic 19.0 314.0 2.00 628,0 Base Total: 1148.0 1377.6 As-Built Total: 14620 2418.4 EnergyGauge<h)DCA Form 60OA-97 EnergyGau9e0euFlaRES97 FLRCNA-200 4 •. ,�, U.Jrmwarson Date:8114100 Tome:4:37:34 PM Page 5019 FORM 6OOA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT* BASE AS-BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points •18 2124.0 9.76 3733.3 Double.Clear S 1.3 4.0 12.0 4.03 1.26 60.9 Double.Clear S 1_3 4.0 6.0 4.03 126 30,4 Double,Clear S 1.3 4.0 10.0 4.03 1.26 507 Double.Clear W 1.3 5.0 72.0 10.77 1.03 795.9 Double.Clear W 1.3 6.0 68.0 10.77 1.02 745.2 Double.Clear W 1.3 4.0 5.0 10.77 1.04 56.1 Double.Clear W 8.0 5.0 16.0 10.77 1.21 2084 Double,Clear N 1.3 5.O 42.0 14.30 1.00 602.4 Double,Clear N 1.3 4.0 8.0 14.30 1.00 115.0 Double.Clear N 1.3 5.0 15.0 14.30 1.00 215.2 Double,Clear N 1.3 4.0 16.0 14.30 1.00 229.9 Double.Clear N 1.3 4.0 5.0 14.30 1.00 71,9 Double.Clear N 1.3 4.0 6.0 14.30 1.00 86,2 Double,Clear E 1.3 6.0 40.0 9.09 1.03 374.0 Double.Clear E 1.3 5.0 15.0 9.09 1.04 141.8 Double.Clear E 1.3 4.0 8.0 9.09 1.06 77.1 Double.Clear E 1.3 6.0 64.0 9.09 1.03 598.4 As-Bunt Total: 408.0 4459.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 156.0 3.6 561.6 Frame,Wood.Exterior 11.0 1990.0 3.70 7363.0 Exterior 1990.0 3.70 7363.0 Frame,Wood,Adjacent 11.0 156.0 3.60 561.6 Base Total: 2146.0 7924.6 As-Built Total: 2146.0 7924.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 20.0 8.00 160.0 Base Total: 40.0 476.0 As-Built Total: 40.0 328.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1148.0 1.20 1377.6 Under Attic 30.0 632.0 1.20 758.4 Single Assembly 19.0 516.0 2.00 1032.0 Under Attic 19.0 314.0 2.00 628.0 Base Total: 1148.0 1377.6 As-Built Total: 14620 2418.4 EnergyGauge<g)DCA Form 600A-97 Energy augeWFiaRES'97 Fl-RCNA-200 4 . ."""I Date:8/14MO Time:4:37:34 PM Page 6 of 9 FORM 6WA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 190.0(p) 8.9 1691.0 Slab-On-Grade Ed Insulation � 0.0 190.0(p) 18.80 3572.0 Raised 170.0 0.96 163.2 Raised Wood.A cent � 11.0 146.0 3.60 525.6 Raised Wood.Post or Pier 11.0 24.0 1.55 37.2 Base Total: 1554.2 As-Bultt Total: 41 342 INFILTRATION Area X BWPM = Points Area X WPM = Points 2124.0 -0.59 -1253.2 2124.0 -0.59 -1253.2 Winter Base Points: 14112.6 Winter As-Built Points: 18012.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1.000 14112.6 0.6340 7636.1180121 1.00 116 064 0.466 1.064 0,455 1000 8713.6 EnergyGauge Im DCA Form 60OA-97 Enen:yGauge(RVFlaRE597 FLRCNA-200 5 .vauvt Date:&I4AJ0 rMW 4:37:34 PRA Page 7 of 9 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT* BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 109840 50.0 0.88 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10984,0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11064.2 7636.1 10984.0 29684.3 9380.6 8713.13 10984.0 29078.3 PASS ��yQ4'iliE S7,g7� '. C .f %ob WE EnergyGauge "DCA Form 600A-97 EnergyGauge(WRaRES'97 FLRCNA-200 6 .. Date:81141110 Tmoe:4:37:34 PM Page 8 of 9 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm1sq.ft.window area;.5 .fL door area. Exterior&Adjacent Walls 606.1ABC-12.1 Caulk,gasket weatherstrip or seat between:windowsidoors&frames,sierotrxting wall: foundation&waft sole or sift plate:joints between exterior wall panels at comers:utifity penetrations;between wail panels&top/bottom plates,between wags and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate- Floors 606.1.ABC.1.2.2 Penetrations/opernngs>1;B"seated unless backed by truss or joint members EXCEPTION:Frame floors wk►ere a contirxious infiltration barrier is installed that is sealed ---- - — to the perimeter.penetrations and seams __ Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits.chimneys,cabinets sealed to continuous air barrier,gaps in gyp board&top plate: attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the penmeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,seated:or Type tC or non-fC rated,installed inside a sealed box with 1/2"clearance&3"from insuation:or Type IC rated with<2.0 cfm from conditioned s ace,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavil r�between floors. _ Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers:combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS__ SECTION REQUIREMENTS _ CHEC Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or decry marked circuit - breaker electric or cutoff s must be provided.External or built-in heat"D required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a rmninwm thermal efficien of 78%. Shower heads _ 612.1 _ Water flaw must be restricted to no more than 2.5a�gons per mirnite at 80 PSIG. Air Distribution Systems 610.1 M ducts,fittings.mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance oaith the criteria of Section 610. Ducts in unconditioned attics:R-&_min.insulation- HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system insulation 604.1.602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceifmg&floors R-11. EnergyGauge'"DCA Form 60OA-97 EnergyGaugeWF1aRES97 FLRCNA-200 7 Date:8/14/00 Time:4:37:34 PM Page 9 of 9 ENERGY PERFORMANCE LEVEL EPL DISPLAY CARD ESTIMATED ENERGY PERFORIMANCE SCORE* =82,2 The higher the score,the more efficient the home. I. New constraction or existing 2. systSingle family or New 12. Cooting ems Single family — 3. Number of units,ifmulti-family — a. Central tint Cap:46.5 kBtw'hr — 4. Number of Bedrooms 1 SEER:12.00 4 — — 5. Is this a worst case? — b. NIA Yes _ 6. Conditioned floor area(117) 2124 ft2 C. N/A — 7. Glass area&type _ a. Clear-single pane 0.0 ft2 — 13. H — b. Clear-double pane — Heating 408.0 ft2 _ a. Electricc Heat eat PPomp Ca c. Tint%other SC/SHGC-single pane 0.0 ft2 p:47.0 kB ,,br — d.Tmt/other SC/SHGC-double pane 0.0 ft2 _ HSPF:7.50 — 8. Floor types b.N/A a. Slab-On-Grade Edge lnsulation R=0.0,190.0 ft2c. N,A _ — b. Raised Wood,Adjacent R=11.0._ 146.0 ft2 — c. 1 Others 24.0 ft2 _ 14. Hot water systems — 9 Wall types _ a. Electric Resistance a. Frame,Wood.Exterior R=11.0.1990.0 ft2 Cap:50.0 gallons b. Frame,Wood,Adjacent — — EF:0.88 c. N/A R=11.0,156.0 ft2 b. N/A — _ d.N,,A e. N/A — c. Consen ation credits — (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Linder Attic R=30.0,632.0 ft2 _ 15. HVAC credits b. Single Assembly R=19.0,516.0 ft2CF-Ce"" fall, — c. Under Attic — ( g CV-Cross ventilation R=19.0,314.0 ft2 11. Ducts HF-Whole house fan,a. Sup:Unc. Ret:Unc. AH:Garage SuR==6.0,325.0 — PT-Programmable grammable Thermostat, b. N/A p. ft — RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certifv that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) in this home before f r ion. Otherwise a new EPL Display Card will be completed (c tI1E SrgT O based on installed ode compli t fi;aturG`�/�—, Builder Signature. Date: Z j' 0—'7 C Address of New Home: 3°x'1 S S City/F1,Zip: rC �IC— 1 C vim; i-I- ob *='VOTE:The home's estimated energy performance score is only available through the FL-41RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA IDOE EnergyStar T signation), your home may qualify for energy of tient,mortgage(EE.k1)incerrtities if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407;638-1492 or see the Energy Gauge web site at- w fsea ucf.edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommweityAffairs at 850/487-1824. EnergyGaugets(Version:FLRCtiA-200) 8