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1074 Stocks St (vault) 1 JOB ADDRF J�o e) PE WORK �r PROPERTY OWINER c LU TELEPHONE G-7417 CONTRACTOR T Y-MONE PERWT NUMBER / 5 DATE INSPECTIONSFOOTING 41 A SLAB TIE BEAM LEN= 1NA -EVG/SHEATM2VG� /0,R - FRAAIINGi,- iCOVER ITP !a Z LVUI_ATION -3 o 2- FINAL BUILDING C� �l-e 2- CERTIFIC4TE OF OCCUPANCY -O -v Z., ELECTRICAL PERMI-M 3 � / INSPECTIONS ROUGH •3 16 O FINAL MEC VAMC L PERMIT# 2 INSPECTIONS ROUGH_ 3I!6/02- FINAL " -6 4 -v z— PLUMBING PERMIT# INSPECTIONS ROUGH/UNDER SLAB TOPOUT 3115I0.2- WA -11-31c->— FINAL C 7,— NOTES. NOTES. MAP SHOWING BOUNDARY SURVEY OF LOT 2 BLOCK 186 ACCORDING TO THE PLAT OF SECTION "W" ATLANTIC REACK AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED 'T0: KEVIN BENNETT. 0 N I I 112- AP 1/2"REBAR UNREADABLE ASSOC.SUR. t' L.B.5488 W O Y Y VACANT `-' - " LOT hcr) 1/2" Q� L.R-38,') ` O 0 0 v M 90 �' 1/2"REBAR ASSOC.SUR. L.B.5488 M 1/2" � 101.89' (M) 0 CO 0 °7 102 (R) rnlo if 1 102.20' (M) 101.69' (M) 0- — — — — — — — — 102' (R) 102' (R) 112" 314 WES T 9th S TREET (50' RIGHT-OF-WA Y� E Y 0 GENERAL NOTES, J R 1. ANGLES ARE SHOWN FOR THIS SURVEY. C 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO t DATEUN D FOOTINGS,3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. LJ 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. J 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIRCATION. O S S V CERTIFICATE OF AUTHORIZATIIN N0. LB 0005488 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. LE®ENDIA■®REVIATIONR I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED DIRECT SUPERVISION AND MFETS THE MINIMUM TECHNICAL "ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. - POINT OF COMPOUND CURVE 61G17-6, FLORIDA AOMINISTPATIONI CODE, CHAPTER 472, F.S. X CROSS CUT OR DRILL HOLE C/L = CENTER UNE R/W= RIGHT OF WAY O (R) = RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE R =RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE BY: CHARLES L. STARLING O.R.B.=OFFICIAL RECORD BOOK OU =WATER METER 1-6,= UTILITY POLE FLORIDA CERTIFICATE NO. 4579 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT -s= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.- =OVER HEAD UTILITIES JOB NO. 28002-2 DATE 07-14-2001 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE SCALE: 1" = 20' DRAFTER „ E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE E.B.= ELECTRIC BOX J.E.A. =JACKSONVILLE ELECTRIC AUTHORfTI 0-0 WOOD FENCE BTN. = BETWEEN LA sCA L E, VV4� I�z .a N b - - �. 0 0 N So•op� i6 ' c u,vc, City of Atlantic Beach r -- Planning and Zoning Department „ This approval verifies compliante�vtt� Zoning, subdivision and ot#e� R Sr development regulations, but does not constitute approval for the issuance of p rmi Co liance With Florida Building Code ah_ local, State and Federal hexa ca le must be verified b g' permitting requireme/its Beach Building p • I ature of th City of Atlantic Building Permit. pnor to a issuance Of a Approved By: L Date: Communi Development Director - --Truss -- TNSS ype-- - 0102767 Cil ROOF TRUSS 1 1 (optional) -TRUE-TRUSS INC:,-JACKSONVICLE-FL-32226,-DAVEBUCKANAN- -4..2r51 SR1 s Nov 16-2000-Mile-RTn-dustnesanc.-Mon Oct32 T1-43-710-200f-Page-1 5.2-5 9.10-13 •1.10-10 0.0-0 5-2-54-" -- 1-10.10 ------------ Scale-1:19.7 44 10 2x4 4.2412 3 9 a \� 1 6 � / 2 3x4 4x5- 1-11.13 941-14 0-1-15 0-" 5.2-5 4-" 9.10-13 1-10.10 - -- - -- -- ---atat�-__- ----- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.07 2-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.39 2-7 >297 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.01 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1 st LC LL Min I/defl=240 Weight:40 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 8-9-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=365/0-4-15,6=304/0-1-8,4=145/0-1-8 Max Horz 2=209(load case 2) Max Uplift2=-259(load case 2),6=-135(load case 3),4=-183(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=34,2-8=-443,8-9=-460,3-9=-420,3-10=-73,4-10=38,4-5=-3 BOT CHORD 2-11=431, 11-12=431, 12-13=431,7-13=431,6-7=0 WEBS 3-7=-476 NOTES (6-7) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 259 Ib uplift at joint 2, 135 Ib uplift at joint 6 and 183 Ib uplift at joint 4. 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)102.81b down and 174.01b up at 1-6-12,and 92.51b up at 4-4-12,and 118.91b down and 231.21b up at 7-2-11 on top chord,and 9.41b down and 21.21b up at 1-6-12,and 27.11b down at 4-4-12,and 54.21b down at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 6)Use SIMPSON LS30 to attach CJ1 to HIP GIRDER. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-54.0,2-6=-20.0 Concentrated Loads(Ib) Vert:8=174.0 9=9.3 10=-118.9 11=21.2 12=-14.2 13=-54.2 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=64.2,2-3=43.0,34=26.6,4-5=19.0,2-6=-10.0 Horz: 1-2=-74.2,2-3=-53.0,3-4=-36.6,4-5=-29.0 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 Continued on page 2 -Job Truss ^Truss Type i OfyPly STOCK-S 1. 0102767 CA ROOF TRUSS 1 (1 (optional) -TRUETRUSSlNC�ACKSONVILTE-FL-32226 DAVE-BQCF[AgAN---�20i--SRTS fTov i63066Mi a nus nes, nc. Mon Oct32T.437100001 Page 2 LOAD CASE(S) Standard Except: 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=19.0,2-3=26.6,3A=43.0,4-5=64.2.2-6=-10.0 Horz: 1-2=-29.0,2-3=-36.6,3-4=-53.0,4-5=-74.2 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=47.1 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=64.2,2-3=43.0,3-4=20.1,4-5=12.5,2-6=-10.0 Horz: 1-2=-74.2,2-3=-53.0,3-4=-30.1,4-5=-22.5 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=47.1 Job -- _____Truss___ ss----TiuType --- -- - - - - -Qty--ply- -STOCK3 - - 0102767 J1 TRUE TRUSS-INC,-JACKSONVILLE BROOF TRUSS 2 1 _ (optional) L-32226;-DAVEUCHANAN- ---4.201—SRI s Nov 1fi 2000 MiTek Indusfn-s,Inc.-Mon Oc-f-22 1�43:1020O�Page-1 -1-4-05-0-0 5.0.0 5.0-0 ._.—_.-_—__-------_-- Scale=1.14.9 f- 500 12 0 T1 2 e 4 i- 1 2x4 u 1-5-9 5-0-0 0-0.0 5-0-0 s-o-o 1-4-0 -_ .__.-------__ _. _ _ _... - -5-0.0 - - --- - ----- -------------- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.07 1-2 >271 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: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=116/0-1-8,2=274/0-3-8,4=48/0-1-8 Max Horz2=148(load case 5) Max Uplift3=-134(load case 5),2=-123(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=33,2-3=42 BOT CHORD 2-4=0 NOTES (5-4) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 Ib uplift at joint 3 and 123 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard ---- ----- --s- - - ---- Job—— T�uss— TrusType---- — -- Qty---Ply- STOCK ST.-3 0102767 J2 ROOF TRUSS 2 1 (optional) -TRUE TRUSSINC. JACKSONVILLE FL.-32226DAVE BUCHANAN ---4-201--SRT s Nov 16-2000 MTB- Fdus nes, nc. Mon Oct-22 1-17.43-1-1-200-T-Page 1 -14-0 1-4-0 0.0-0 10-0 10.0 -_—_".— -__----------- -_------_._.----_-_-_—_-_ Scale=110.7 3 / i 1-' 600 12 / o � T1 2 131 0 \ 4 1 2.4 1-5-9 3-0.0 0.0-0 10.0 10.0 140 . .... -. _- - ..3-0.0_ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.03 1-2 >643 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: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=52/0-1-8,2=210/0-3-8,4=28/0-1-8 Max Horz 2=95(load case 5) Max Uplift3=-74(load case 5),2=-134(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=33,2-3=-47 BOT CHORD 2-4=0 NOTES (5-4) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 Ib uplift at joint 3 and 134 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard .joy----- - —Tnuss-- --Truss Type __--Qty--Pry—---STOCK3 0102767 J3 I ROOF TRUSS 21 (optional) TRUE TRUSSINC.,JACKSONVILLE—FI-32226,—DAVE-BUCHANAN— 4201--SRt�16 2000-MiT-ek In us nes, nc. on Oct-2 f1 43�1 260f Page 1 -I+o 1-4-0 0-0-0 1.0.0 1-0-0 --- - — - --- — -- — scale=t 6.4 0 6.00-12- 0 2 m Bt o / TI 4 � 4= 1.59 1-0-0 D-0-0 1-0-0 1-0.0 LOADING(psf) SPACING 20-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.01 1-2 >999 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:6 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=-32/0-1-8,2=170/0-3-8,4=10/0-1-8 Max Horz 2=65(load case 4) Max Uplift3=-32(load case 1),2=-177(load case 4) Max Grav3=71(load case 4),2=170(load case 1),4=10(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=41 BOT CHORD 24=0 NOTES (5-4) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 177 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Job —Truss --- russ ype ------- ---0�---ply--STOCK ST.-3- 0102767 T.-3 0102767 J4I ROOF TRUSS 7 1 (optional) -TRUETRUSS INC.,JACKSONDILLEL32 -F276-,DAVE BUCHANAN 4.20f—SR1 s-Nov1fi 2000 MTk fndustnes-Inc. Mon Ocf22 1 X43:12 2001-Page 1 -t-40 14-0700 0.0-0 — ----_-- ------- ---- 7-0-0 - -- Scale=1'.19.4 3 6.00 12 2 v 4 W_ 1.59 7-0-0 ---- 1+0 --- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.21 1-2 >88 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:24 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. REACTIONS(Ib/size) 3=174/0-1-8,2=344/0-3-8,4=6810-1-8 Max Horz 2=201(load case 5) Max Uplift3=-191(load case 5),2=-120(Ioad case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=33,2-3=63 BOT CHORD 2-4=0 NOTES (5-4) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 191 Ib uplift at joint 3 and 120 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Job Truss-._-- - ---Truss Type --- -- - ------Oty---ply--STOCK ST.-3- 0102767 T. 30102767 T1 ROOF TRUSS 1 2 (optional)_ TRUE TRUSS INC.;-JACKSONVILLE-FL—. 32226,-DAVE BUCHANAN--- 4.20',---SRI s Nov-1 6-2000 MiTeklndustnes.Inc.Mon�cf2�TT43 T2 200T-Page 1 .1-4-?-4_0 0-0--4-54–.-- 4_ 2_6-12 7�0-0_ 4.6-14 --11-6-14----4-5-2. 16.0.0– 4-52--- –20.52_-..._.-4-6-14___ 250-0 2b-12 27-6-12 4 54 - 32-0.04303-4-0 Scale=159 4 4x8 2x4 3x6 2x4 4x8-- 4 5 6 7 8 6.00 12 3x4 -. - _ - - - - -- 3z4 W3 W4 W3 W4 W3 �.�.�� W4 W3 W4 W3 9 3 W2 W283 o 1 c?Bt - ` -. - 2 no 18 17 19 20 16 21 22 15 23 24 14 25 26 13 12 ;\ 114– '0 1 8x6 3x4 3z8 - 7x8 3x8 3x4 7x8 3x8 3x8 300 12 159 3200 1.59 0.0.0 4-3-8 7-0-0 11.6.14 16-0.0 20.5 4 2 250.0 27-8-6 32-0.0 _ 4-3-8 2-8-8 4-6-14 _.. _--.4.5-2 _. 4-52_ -614___- _ ___2-8-8___— 418__.__ 1-4-0 1-4-0 _- _. _ _ 32-0.0 - - - -Plate Offsets(X l)._[20-2-4 0-1-8] (4:0-5-8,0-2-41,18:0-5-8,0-2-4 [10:0 2-4,0-1-8] [15 0-4 0 0 4-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.48 15 >785 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.51 15 >753 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.22 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:368 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-12 oc purlins. BOT CHORD 2 X 6 SYP DSS`Except" BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. B22X6SYP SS WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=2167/0-3-8, 10=2062/0-3-8 Max Hoa 2=117(load case 4) Max Uplift2=-1378(load case 4), 10=-1179(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-7216,3-4=-5765,4-5=-6626,5-6=-6626,6-7=-6370,7-8=-6370,8-9=-5426,9-10=-6823,10-11=35 i BOT CHORD 2-18=6509, 17-18=6220, 17-19=5249, 19-20=5249, 16-20=5249, 16-21=7080,21-22=7080, 15-22=7080, 15-23=7076,23-24=7076,14-24=7076, 1 14-25=4933,25-26=4933,13-26=4933,12-13=5878,10-12=6153 WEBS 3-18=1083,3-17=-1159,4-17=1544,4-16=1564,5-16=-201,6-16=-521,6-15=388,6-14=-809,7-14=-204,8-14=1632,8-13=1364,9-13=-1118,9-12=1034 NOTES (9-8) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 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 1378 Ib uplift at joint 2 and 1179 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)2-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 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentrated load(s)429.51b down and 347.711b up at 7-0-0, 177.41b down and 106.91b up at 9-0-12, 177.41b down and 106.91b up at 11-0-12,349.2I1b down and 347.71b up at 25-0-0,97.11b down and 106.91b up at 13-0-12,97.1lb down and 106.91b up at 15-0-12,97.1lb down and 106.91b up at 16-11-4,97.1 lb down and 106.91b up at 18-11-4,and 97.1lb down and 106.91b up at 20-11-4,and 97.1lb down and 106.91b up at 22-11-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 9)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Continued on page 2 -------- ---- ---7P 0102767 ---- --- y 0102767 T1 ROOF TRUSS 1 (optional) -TRUE-TRUSS-INC..JACKSONVILLE—FL-32226,-DAVEBUCRARAN 4.-201—SR1 s N6v ifi 20001uli ek Ln us nes, nc. Mon OcT22-1 t�3-i2 200T- 2 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-54.0,4-8=-54.0,8-11=-54.0,2-18=-20.0, 12-18=-20.0, 10-12=-20.0 Concentrated Loads(lb) Vert: 17=-429.5 13=-349.2 19=-177.4 20=-177.4 21=-97.1 22=-97.1 23=-97.1 24=-97.1 25=-97.1 26=-97.1 _Job_____ -Truss- - j Truss Type - - - - -- --Ofy Ply-- -STOCK 0102767 T10 TRUE TRUSS INC-JACKSONVILLE-F ROOF TRUSS 1 1 (optional) p. C-32226;-DAVE BUCHANAN------- --- --4:201-�SR1 s Nov 16 2000 MTercTndusfnes,fnc.TAon 022 T1:43:T3-200�gPa9e 1- -1-4-Q-4-0 0-0 4-5-4-_ - 4.5-d_ 3.9-10 &2-14 3.11-6_ 12-2-4 2-9-12 15-0.02-0-017-0.0 ---..4.9-13 - 21.9.134-9-13 _26-7-11- 5-4.5 32-0-103-4-0 Scale=1 59.4 5xs 5x5 - 6 7 T2-- 10 - ------ 5 3x4. - 6� 6.00-12- 4xs. w4 \ 4 w6 wr w6 /`'\ d \\ d >2x42%� 61i j-82 10 - 17 7x12 4,6-.. .. -��:. r:l ---_ ---- ----- ---- - 11a 4 01 :� � 8x12== ---- .. -- ----- -------- - --'---- -- o 3x8 n 15 14 13 12 US - 3.00 U 20 3x4 - 3xe 3x4 1-5-9 32-0-0 1-5-9 0.0.0 4-3-8 7-4-3-6 12-2-4 15-0. 2-0.00 17-0-0 7-2-12 _7_3<_ 24-2-12 32-0-0 10.12 2-9-12 _.. 140 .._ ---- - _. _. .. .3200-_. Plate Offsets MY): [6:0-6-0;0--2-81,[7:0-2-8,0--2-41 - _ - -- -- - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.23 17 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.55 16-17 >691 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.19 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:200 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-0 oc bracing- WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8, 10=1257/0-3-8 Max Horz2=-207(load case 5) Max Uplift2=-521(load case 4), 10=498(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4015,4-5=-1891,5-6=-1896,6-7=-1228,7-8=-1364,8-9=-1889,9-10=-2073, 10-11=16 BOT CHORD 2-17=3689, 16-17=2186, 15-16=28,5-16=-193, 14-15=0, 13-14=1226, 12-13=1546, 10-12=1838 WEBS 3-17=-107,4-17=1798,4-16=-627, 14-16=1310,6-16=1214,6-14=-394,6-13=5,7-13=423,8-13=469.8-12=339.9-12=-216 NOTES (7-6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 521 Ib uplift at joint 2 and 498 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard JoT--Truss --_— Truss Type----- -Qty ---Ply-STGCK-ST. 3 0102767 T11 ROOF TRUSS 1 1 .0.0 _._._ - - _ (optional) -TRUE TRUSS-fNC.,JACKSONVILLE-FL.-32226;-DAVE-BUCHAFfAN 4:201-_SR1sWv16 2000 MiTe�us nes, 6—C—M—on0cf 22— --3-:-42061 _ 8•z-14 1z4113-ao o 16-0-0 o 19-0.0 25-2-12 6.9-4 32-0. J4-0 4-3-8 4yz5�3-910 }11f — 6- .12 Style i- =1:59 4 5x5 3x8 5x5 5 6 7 _. T2_ _---- -- 4xS s 6.00 12 4 W8 3x4 !' W4 W4 W7 W4 6 n � o 0 2x4 T1 � W3 ro 3 W6/�W9 Wt WS 9 2 Bl 18V 2x1 _ •_. -_�:z.-. _ - - - 84 -..__— ___ _._ _.._..__ - 101 o . 6x12 5x6 v 11 X 3x8 15 14 13 12 3.00 12 20:, 30 - 3x6= 20 2x4 1-5-9 32-a0 1-59 12.2.4 i6-a0 19-0-0 2S-2.12 6.9.4 32.0.0 0-0-0 4-M 4-3-8 7-1a 12 _-__-_ L2.4 }9-12 3-0-0 - 6.2.12 _ 32.0-0 Plate Offse(s(X,Y): [5:0-2-8,0-2-41-,--[-7,.0-2-8 0-2-41,[16.0-2:8.0-2-81 - -- -- _ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.26 17-18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.46 17-18 >818 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.19 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight: 190 Ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=125710-3-8,9=1257/0-3-8 Max Horz 2=-1 84(load case 5) Max Uplift2=-549(load case 4),9=-480(load case 5) FORCES(lb)-First Load Case Only i TOP CHORD 1-2=31,2-3=-3985,3-4=-3879,4-5=-1911,5-6=-1649,6-7=-1389,7-8=-1624,8-9=-2169,9-10=33 I BOT CHORD 2-18=3567, 17-18=2219, 16-17=2355, 15-17=-146, 14-15=-136, 13-14=-77, 12-13=1408,11-12=1860,9-11=1860 WEBS 3-18=-21,4-18=1582,4-16=-679,6-13=-481,6-12=-48,7-12=404,8-12=-545,8-11=154,14-16=225,5-16=594,6-16=507,13-16=1565 NOTES (7-6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 549 Ib uplift at joint 2 and 480 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard -fob-- -Truss---- ---Truss ype Off- Pfy 0102767 T12 ROOF TRUSS 1 1 (optional) -TRUE TRUSS fNC-JACKSONVIL-LE-FL 32226�AVE-BUCHANAN-- -_4201-SRI s Nov 16-2000 MiTekTnnC ustnes,l c MMo»n�Cf22 T�43-fS2001Page 1 -1-4- p.0.0 -y84.5-4 7.7-12 11-0. 1 2-4 4.4-14 16.7-2 4-4-14 21-0-0 5-9.11 26-9-11 5.2-5 ---320-0- 114-0 -4-0-----4-�8-----0_1-7z_bz.6 -_ 3-4-4 t-02.4 --.._. .-----_- --------- ---------- style=159.4 5x5 2x4 3x4 5x5= 5 6 T2 7 8 4x<-- 4 W5 6.00 12 4 63 W6 2xa WB W9 W10 9 d vi WT wt1 c ----._ o 81 2.. �� 17 16 15 -_ -.-_B4 '_-. --_ _._- --__-_-- 10 1100 61 :{ 6x12 = 7x12' 3x8 a 3x4= 14 13 12 3x4 a 3.00 12 2x4 4x8 3x4 1-5-9 32-40 1-5-9 . 0-0-0 4-}8 7-7-12 11-0-0 1 -2-4 16-7-2 21-0-0 26-9-11 32-0.0 q.}g 3-4-4 3-4-4 1-2� 4-4-14 4-4-14 5-9-11 5'2-5 - -_ 32-0-0.- - - 1.4.0 ----_._ , Plate Offsets(X.Y):. [5.0-2-8.0-2-41:[8.--0-2-8,0-2-41,-[10.0-2-10.0--1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.23 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.40 10-12 >944 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.18 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defi=240 Weight: 188 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-2 oc purfins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=125710-3-8,10=1257/0-3-8 Max Horz 2=-161(load case 5) Max Uplift2=-568(load case 4), 10=454(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4013,4-5=-2079,5-6=-1932,6-7=-1932,7-8=-1672.8-9=-1696,9-10=-2011,10-11=16 BOT CHORD 2-17=3689, 16-17=2307, 15-16=1842, 14-15=43,6-15=-139, 13-14=0, 12-13=1509, 10-12=1782 WEBS 3-17=-90,4-17=1683,4-16=-606,5-16=486,5-15=323, 13-15=1717,7-15=382,7-13=-509,8-13=262,8-12=275.9-12=-293 NOTES (7-6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 568 Ib uplift at joint 2 and 454 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard --- - - - --PI----STOCK ST�3 -- -- Job -----Truss--------_-.,Truss Type O� y 0102767 T13 ROOF TRUSS 1 1 (optional) -TRUE TpR.USS-TNC-JACKSgO3NNALLE--FL-32226-DAVEBUCFrANAt�-- 4 20�SR1 s Nov 1fi 2000-MiT6kTndus nes, nc. on OcT22�1:43-t6 200pf Page 1- .1-4-?-4-8-0-0 - .1.41-4-0 0.0 4-3.6 0.1-12a� 4-6.12 9-0-0 3.2.4 12-2-4 5-4-14------17-7 2 5-4-t4-----210-0 _3.6-5 26-6-5 6-526-6-5 5.5-11 ---32-0.7+03.4.0 _-_ - --- ------ __.--- -.-- -- - Swle=1:59.4 5x5- 20, 3x4-- 5x5 n 5 6 7 6.00 12 =- ------ _ --_.----_ .-. 3x4 3x4: W3\ M WS 6 r ,3 W9 ` a � B3 T1W2 W10, W11 _- l _ 2 - 17 18 7.12f¢ l� �- - -- -- _ ---- 10.E q 61 54 3x4 3z6 14 13 12 it 1x5= ! 300 12 20 - - 5x6 c 3x4 -. 2x4:. I i 1-5-9 32.40 1-5.9 440 4-3-6 9-0.0 12-2-4 17-7-2 23-0-0 2685 32-0.0 + 4-3-8 4-&8 3_2.4- _._..__ 5.4.11 5-414 385 65-11 3280-._-_.__ ___ _ --._- 1,4.0 1-4"0 Plate Offsets(X,Y): (4-0-2-8,0-2-41,-17.0-2--8,0-2--41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.25 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.37 14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.19 9 n/a BCDL 10.0 Code SBC/SBCCI 1 st LC LL Min I/deft=240 Weight: 178 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz 2=-138(load case 5) Max Uplift2=-586(load case 4),9=-426(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-2382,4-5=-2476,5-6=-2476,6-7=-2021,7-8=-1851,8-9=-2113,9-10=16 BOT CHORD 2-17=3689,16-17=3465, 15-16=2110, 14-15=53,5-15=-226, 13-14=0, 12-13=1645, 11-12=1874,9-11=1874 WEBS 3-17=988,3-16=-1389,4-16=459,4-15=535, 13-15=2057,6-15=549,6-13=-592,7-13=491,7-12=270,8-12=-285,8-11=87 NOTES (7-6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 586 Ib uplift at joint 2 and 426 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard --- -- -job__.._ _— —Truss Truss Type- - - - -- --Qty --Pty- _STOCK ST.-3-- - 0102767 T14 ROOF TRUSS 1 (optional) --TRUE TRUSS-INC.,JACKSO3NgVI5LLE—FL 32226,-DAVE BUCHAPRAN 4-201 SR�s Nov 16 2000 MiTeklndus nes.Inc. Mon Ocf22 i T 43-17 200f3-Page 1 1-4-1-4 0 0.0.—_ 43-8—__. .0-1-t2_2 12._7-1-0... —5-2-4 __---.12-2-4----4-3-13_.. 166-1--—4-2-120.83 -4}t3 250.0 }0.12 28-0.12---3-11-4— 32-0-�-4-03-4 0 - - - - - - So le=1.59 4 5x5 5x5 - 3x4 3x4 5z5= 4 18 19 5 20 21. _T2 6 22 _ 23 7 24 25 E 6.00 12 3x4 .. :.--_ 2z4 - W3 W4 WS �� 9 3 W7 WB�/ W10 o T1 W1_ 83 wit n n - 82 - W6 0-0-0 \ /j" / 70 2 91 - '16 7x8 ot5 -_ 84 17 67x8 3x8 0 3x8 .-. 14 26 27 1328 29 30 31 12 4x5 3.00 12 2x4 7x8 - 3z6= 1-5-9 32 0 0 _ _ 1-59 -0.0.0 2-10-13 4-3-8 7-0.0 12-24 16-61 20-8-3 250.0 28-0.12 32-0-0 2-10.13 .14-11 2-8-8_ _ 52-4 - _ _ 4-3-1.3 4-3-.13 3012 3-11.4 1-4.0 1.4-0 _. 32-0-0 Plate Offsets()(`): [2:0-3-8,0-1-81.[4.0-2-8,0-2-41,[8.0-2-8,0-2-41,[15:0-6-0,0-4-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.62 15-16 >614 M1120 249/190 TCDL 7-0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.59 15-16 >642 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) -0.27 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:334 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 2 X 4 SYP No-3 REACTIONS(Ib/size) 2=260810-3-8, 10=2533/0-3-8 Max Horz 2=-115(load case 5) Max Uplift2=-1893(load case 4), 1 0=-1 554(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-8978,3-4=-6871,4-18=-6283, 18-19=-6282,5-19=-6282,5-20=-8382,20-21=-8382,6-21=-8382,6-22=-6104,22-23=-6104,7-23=-6104, 7-24=-4249,24-25=-4249,8-25=-4250,8-9=-4835,9-10=-4928, 10-11=33 BOT CHORD 2-17=8080, 16-17=7638, 15-16=8558, 14-15=92,5-15=631, 14-26=566,26-27=566, 13-27=566, 13-28=5518,28-29=5518,29-30=5518,30-31=5518, 12-31=5518, 10-12=4297 WEBS 3-17=1818,3-16=-1609,4-16=1803,5-16=-2532, 13-15=5754,6-15=2623,6-13=-1796,7-13=782,8-12=1708,9-12=28,7-12=-1602 NOTES (9-8) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1893 Ib uplift at joint 2 and 1554 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)2-ply truss to be connected together with10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-6-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentrated load(s)802.11b down and 715.Olb up at 7-0-0, 118.41b down and 178.71b up at 9-0-12, 118.41b down and 178.71b up at 11-0-12, 117.51b down and 176.81b up at 13-0-12, 117.51b down and 176.811b up at 15-0-12, 117.51b down and 176.81b up at 16-11-4, 117.51b down and 176.81b up at 18-11-4, 117.51b down and 176.8lb up at 20-11-4,and 117.51b down and 176.81b up at 22-11-4,and 117.51b down and 176.81b up at 25-0-0 on top chord,and 47-11b down at 13-0-12,47.1lb down at 15-0-12,47.11b down at 16-11-4,47.1lb down at 18-11-4,47.11b down at 20-11-4,and 47.1lb down at 22-11-4,and 483.81b down and 331.51b up at 24-11-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 9)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Except: Continued on page 2 -Doti -Truss Truss7ype Qfy Ply -STOCfCST.-3- - 0102767 T14 ROOF TRUSS 1 2 (optional) -TRUE INC.-JACKSONVILLE-FC.-32226,-DAVEBUCFfANAN 4.201 SR Is Nov 16 200a7vITe nus nes,-- on 0 M22 1133:17 200TPage 2- LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-54.0,4-8=-54.0,8-11=-54.0,2-17=-20.0, 15-17=-20.0,10-14=-20.0 Concentrated Loads(lb) Vert:4=-802.1 8=-117.5 12=-483.8 18=-118.4 19=-118.4 20=-117.5 21=-117.5 22=-117.5 23=-117.5 24=-117.5 25=-117.5 26=47.1 27=47.1 28=-47.1 29=47.1 30=-47.1 31=47.1 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=26.9,2-4=5.7,4-8=43.0,8-10=22.4, 10-11=14.8,2-17=-10.0, 15-17=-10.0, 10-14=-10.0 Horz: 1-2=-36.9,2-4=-15.7,8-10=32.4, 10-11=24.8 Drag:4-5=-0.1,7-8=0.1 Concentrated Loads(lb) Vert:4=715.0 8=176.8 12=331.5 18=178.7 19=178.7 20=176.8 21=176.8 22=176.8 23=176.8 24=176.8 25=176.8 26=-33.5 27=-33.5 28=-33.5 29=-33.5 30=-33.5 31=-33.5 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=14.8,2-4=22.4,4-8=43.0,8-10=5.7,10-11=26.9,2-17=-10.0, 15-17=-10.0,10-14=-10 0 Horz: 1-2=-24.8.2-4=-32.4,8-10=15.7, 10-11=36.9 Drag:4-5=-0.1,7-8=0.1 Concentrated Loads(lb) Vert:4=715.0 8=176.8 12=331.5 18=178.7 19=178.7 20=176.8 21=176.8 22=176.8 23=176.8 24=176.8 25=176.8 26=-33.5 27=-33.5 28=-33.5 29=-33.5 30=-33.5 31=-33.5 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=64.2,2-4=43.0,4-8=43.0,8-10=20.1, 10-11=12.5,2-17=-10.0,15-17=-10.0, 10-14=-10.0 Horz: 1-2=-74.2,2-4=-53.0,8-10=30.1, 10-11=22.5 Drag:4-5=-0.1,7-8=0.1 Concentrated Loads(lb) Vert:4=715.0 8=176.8 12=331.5 18=178.7 19=178.7 20=176.8 21=176.8 22=176.8 23=176.8 24=176.8 25=176.8 26=-33.5 27=-33.5 28=-33.5 29=-33.5 30=-33.5 31=-33.5 Job ----Tuss Type -- -- - --Qty Ply - STOCK ST.-3 ROOF TRUSS 1 1 - 0102767 T2 TRUE TRUSS INC.,JACKSONVALLE-F (optional) C-32226,-DAVEBUCHANAN--- ---_-----4:201-SR1 s Nov 16-2000 MTekTn-dus ns, nt c: eFn -TT--4318-2009-Page 1 - -1¢?-4-8-0-0---4-5-4_ {-u 4&12 &" ------7-00.° ----- _. _16-0-0 --------._7-0-x_ 23-0.0 4-6.12-- 27-6-12 45.4 32-0-0¢303-40 -- - Scale=1,594 4x8= 2x4 4x8 = 4 5 B 6.00 12 � 3x4/ \ w3 w4 / W3 w3 3x4 r n 7 c c$ it Wl W2 W2 o � �/� t� 2 \ 8 e7 ,��, f4 13 12 t1 10 ono 9 i- d 1 � 5x6= 3x4_ 5x8 3x4_ 5x6= d 3x8= 3x6 3.00 12 1-5-9 32-0.0 1.5-9 0-0.0 4-3-8 9-0-0 16-0.0 23.0.0 27-66 32.0-0 4-3-g ---4-8'8 --------- 70.0-- 7-0-G -_...- 46-8 43-0 ----- 1.4-0 - ---.- - -- 32-0.0_. - - - --- - 1-4-0 -Plate Offsets(X,Y): 14:0-5-8-.0--2-41,[6:0.,--5-8,0-2-41,-[12:-0-4,-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.32 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.52 12-13 >732 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.31 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight: 157 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 5-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=125710-3-8,8=1257/0-3-8 Max Horz2=-137(load case 5) Max Uplift2=-586(load case 4),8=-426(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-234314-5=-2620,5-6=-2612,6-7=-2343,7-8=-4056,8-9=16 BOT CHORD 2-14=3689, 13-14=3465, 12-13=2114, 11-12=2114, 10-11=3465,8-10=3689 WEBS 3-14=991,3-13=-1418,4-13=482,4-12=566,5-12=-372,6-12=560,6-11=481,7-11=-1418.7-10=991 NOTES (7-6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure B ASCE 7-98 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 1.60. and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(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 586 Ib uplift at joint 2 and 426 Ib uplift at joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH.FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Job- - -- - Ply--STOCK-ST.-3- 0102767 l -STOCKST. 30102767 T3 ROOF TRUSS 1 1 (optional) TRUETRUSSlNC JACKSONVtLTE-FC-32226;DAVEBUCHANAN 4.20�SRi s Nov f6 6-2 00 Inc�usTn'es nc-Mon Occf22(1 3:19 2001 Page 1 .1.4-?-4-8-0-0 1.4 0.0 454 11-0.0 160.0 21-40 27.612 32-0.0 33+0 1-4-0 4S4 6612 S40 --- 50.0---- - _6-_6_-12 4-54 1-_40 ------ - Scale=1.59.4 5x5 3x4 5x5 - 4 5 6 8.00.12- � -- -- -- / W3 W4/ W4 W3 3x4- 3x4 c d 3 Jt Zr Bt _ 8 0. �d eo 2 - - 13 t2 /1 10 � 9 0 1/ 5x6= 4x8 5x8= 5x6 3.00 12 1.59 --------32-40------ --- -- 1-5-9 - -------------- 440 4.3.8 43.8 641-8 11-0.0 10-0-0 21-40 6-84 27$8 4.3.8 ---32-0-04-0 1.4.0 '----------- --' Plate Offsets(X Y)-[40-0_01 [11.0-2 12 0-3-oJ __ - - - -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.64 11-12 >593 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.33 8 n/a BCDL 10.0 Code SBC/SBCCI 1 st LC LL Min I/deft=240 Weight: 158 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12,7-11 REACTIONS(Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max Horz 2=-1 60(load case 5) Max Uplift2=-568(load case 4),8=-454(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-2047,4-5=-1849,5-6=-1857,6-7=-2034,7-8=-4056,8-9=16 BOT CHORD 2-13=3689, 12-13=3462, 11-12=1991, 10-11=3462,8-10=3689 WEBS 3-13=1011,3-12=-1661,4-12=602,5-12=-195,5-11=-187,6-11=597,7-11=-1671,7-10=1012 NOTES (7-6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 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 568 Ib uplift at joint 2 and 454 Ib uplift at joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Job- —--- cuss TrussType--- "" Ofy .Ply STOCK ST-_3 _-- 0102767 T4 ROOF TRUSS 1 1 (optional) -TRUE TRUSS_( ,JACKSONVICCE-117C.732226-.-DAVE BUCHANAN 4.20'. SR1�ov f6 2000 MiTek fnndusfnes,Inc—Mon Ocf22(1:43`20-200f-Page 1 .1-4-?-4-8-0-0 4-u 4-5-4 4-2.8 8.7-12 4-" 13-0-0 6-0-0------—19.0-0----.4-" 23-4--4 - 4.2-8----27-6-12 ¢� 32-0-0¢303-40 -- - - -- -- _ Scale=1:59.4 4x8= 5x5- 5 --T2---- 6 US 5 I ��� 4x5 6.00 12 4 YVI WS W4 d 2x1 � W3 \ 2x1 - m W B2 _S3 B79-- o 1� 4 o 14 13 t2 106 Ba 12- 6x12- 3x4= 5x8 - 3x8 a 3x8 3.00 12 1-5-9 32.0.0 1-5-9 0-0.0 4-38 13.0-0 19.0-0 27-8.8 12-0-0 4.3.8 8 8-8 _._._._ 6-0-0 8-8-8 -- 43.8 32.0.0._—__—�_-___ .___.-._- - - _-_- 1.4.0 Plate Offsets KY): (5:0-5-8,0-2-4]:[6-.0-2-8,0-2-4],[12:0-4.-0,0-3 0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.56 13-14 >675 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.30 9 n/a BCDL 10.0 Code SBC/SBCCI 1 st LC LL Min I/defl=240 Weight: 166 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20, TOP CHORD Sheathed or 3-0-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz 2=-1 83(load case 5) Max Uplift2=-546(load case 4),9=478(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4017,4-5=-1795,5-6=-1618,6-7=-1797,7-8=-4017,8-9=-4056,9-10=16 1 BOT CHORD 2-14=3689, 13-14=2112, 12-13=1618, 11-12=2112,9-11=3689 WEBS 3-14=-118,4-14=1869,4-13=-635,5-13=527,5-12=-0,6-12=527,7-12=-634,7-11=1869.8-11=-118 NOTES (7-6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSIITPI 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 546 Ib uplift at joint 2 and 478 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH.FL.32250- 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 904.241.5200 LOAD CASE(S) Standard -Job -- -- Truss russ7ype Qty fly STOCKST.-3 0102767 T5 I ROOF TRUSS 1 1 1 (optional) TRUE TRUSS INC JACKSONVILLE x2226,DAVE 4 261--SR1 s Flov 16 2660 h711 e n usfrles,Inc. on Oct-22�1.43-.2T 2001p Page 1 -1-4-04-00.0_ 5.6.9 5�9 42-8 9-10-15 511 150.02-0-017-0-0 SSt 22-St 40-3 26-5-4 5612 ---320i-4-1a-40 1-- -- -- - — -- _- - Seale=1:58.7 5x5- 5x5- 5 6 2- 4 W4 3x4. 3x8 a 8.W'12- 4 W3 W5 T e 2x4_t :-G_��` 2x4 s 12��� 4x12 - ri 13 11 i' i 3x4: 4x5 a \ 9 n 2 3.00-12" \Od. US 1-5-9 ' 3x6 1.59 32-0.0 1.59 0.0.0 &5-11 16-0-023.6.7 32.0-0 8-Sit _..---------— 7-6-5 ------'- — 7.6-7 --------- 6S9 1.4-0 -------- Plate Offsets(X.`). [5:0-2-8.0-1-41,[6-.0-2-8,0-2-41,-[12 0--6 0,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.36 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.67 11-12 >566 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.46 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:153 Ib -----_ _ -- - --_-- - -- - - --- --- LUMBER BRACING BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz2=-206(load case 5) Max Uplift2=-521(load case 4),9=-499(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-3863,3-4=-3562,4-5=-2572,5-6=-2565,6-7=-2574,7-8=-3577,8-9=-3873,9-10=16 BOT CHORD 2-13=3523, 12-13=3127,11-12=3159,9-11=3531 WEBS 3-13=-238,4-13=346,4-12=-746,5-12=998,6-12=992,7-12=-772,7-11=327,8-11=-232 NOTES (7-6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition enclosed building,with exposure B ASCE 7-98 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 1.60. and the plate grip increase is 1.60 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 521 Ib uplift at joint 2 and 499 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH.FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Jdti — Truss- TrussTpe Qty Ply -STOCK ST. 0102767 T6 ROOF TRUSS 7 1 (optional) TRUE TpR.USS-fNC.-7ACKSONVILCE-FL-32226,-DAVE SUCHAN-AF-------4-.f61--SRI sNov 16 2000 NITe-k ndusfnes,-16—Mon Oct 22-1T43222001--Fgage 1 0-0 5-10-1 5-10-1 5-z 7 11.0-84-11.8 160.0 -- 4_11-8 - za11.8_._ 5-2-7 257-15- — 5-10-1 32-4U4-03-4"0 ----._-_. - Scale=1:58.7 4x5= 5 W4 3x4/ \30 c 4 6 6.00-12 W3 W3 �\ 2x1_ 31� 2x4 a Sxs= ZZ _ 12 10 " 30 3x4 a c 1 ,,lsl 3.0042 / 3x5- US= 1-5-9 32.0.0 1-5-9 0.0.0 67-2 160A 23.4-14 32-0-0 8.7-2____._--__ 7-4'14 _—- 7-4-14 _ .__ 67-2 1.4-0 - -____._—___ _. - - - - .-_32.40._—_—_—_ ____ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.36 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.67 11-12 >566 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.46 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight: 149 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max Horz2=217(load case 4) Max Uplift2=-508(load case 4),8=-508(load case 5) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=16,2-3=-3847,3-4=-3504,4-5=-2531,5-6=-2531,6-7=-3504,7-8=-3847,8-9=16 BOT CHORD 2-12=3508,11-12=2971, 10-11=2971,8-10=3508 WEBS 3-12=-278,4-12=437,4-11=-651,5-11=1996,6-11=-651,6-10=437,7-10=-278 NOTES (6-5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 3)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. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 508 Ib uplift at joint 2 and 508 Ib uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard -- Job Truss Truss Type - - -Ofy--PFy---STOCK-S 3-0102767 T7 ROOF TRUSS 2 1 (optional) -TRUE pTRUSS-INC-JACKSONVILLE-FL._32226_,DAVE BUCHAPfAN--- --_4_.201__SR1 sNo-v--f6-2000-Mj7-ek r u�.Tnc. Uo- Oc�22 T1-43`.23 2001--Page 1 5.10-10 5-10-10 5.0.11 10-11-5 5411 16.0.0 4-10-4 20-10.4 4-10-4 25.8-8 24M 26.7-0 3.5-0 32-0-1-4V4-0 -- --- --- ----- - - Swle=1 58.7 US= S W4 3x4 > 4x6 6 6.0012 4 W3 WS \ { 2x4 T1 i 2x4 13 - _ 5x0- � 14 2 3x4: 6x12 m12� 3.0012 h------- 3x4 - "1x5 i 1 3x4 1.5-9 2840 7-5-9 0.0.0 8.4-15 8+15 7-7-1 16-0.0 941-8 25.8.8 6-3-8 32-0.0 14-0 _- __-______--._ __.__.__ __.__- ____---32"0.0 _.______-. ___--._._. _.__ _ __-___- _ _._____- 1.4.0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.19 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.59 12-13 >521 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 11 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight: 160 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-7-1 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-12 REACTIONS(Ib/size) 2=962/0-3-8, 11=1554/0-3-8 Max Horz2=-218(load case 5) Max Uplift2=-439(load case 4), 11=-819(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-2647,3-4=-2299,4-5=-1261,5-6=-1261,6-7=1294,7-8=1294,8-9=494,9-10=16 BOT CHORD 2-14=2414,13-14=1829, 12-13=746, 11-12=-1747,7-12=-213,9-11=-439 WEBS 3-14=-299,4-14=479,4-13=-678,5-13=860,6-13=427,6-12=-2436,8-12=-1159,8-11=508 NOTES (6-5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead toad,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure B ASCE 7-98 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 1.60. and the plate grip increase is 1.60 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 439 Ib uplift at joint 2 and 819 Ib uplift at joint 11. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Job cuss - -T1u 9 Type- -- --- O�---Ply---STOCK ST. 3--- - 0102767 T8 ROOF TRUSS 3 1 (optional)_ TRUE TRUSSTUC JACKSOAVIIY-FL.32226�AVEBUCHANAN- - 4.201SR1�fov-16-2006MiTe-W ndusfnes,Inc.Mon Oct-22-11 443:24--ZUO Page 1 -1-4-1-4-F-0----*3-8 4-3.8 5.10.4 10-1-12 570-4 16-0.0 4-10-4 20-10-4 4-10-4 25-8-8 2.10-8 28-7-0 3-5.0 32-0-P_4j}40 Style=1:58.7 Us= 5 i W4 05 3x4: g 6.0012' 4 W3 WS \ i W2 2x4 7 5x5- -�� 13 _ Wt _ �.�a �, 5x8= �_`= 3x4 3 C \14 8 4x5 : __ 2 3.00 12 6.12-912 \9 � 61 _153x4 104 -3x4 6 - - - U. C 2x4 3x4= 5.5_g 22-0-0 7-5.9 0-0-0 4-3-9 10-1-12 16-0-0 25.8-E 32-0-0 4-3-8 5-10.4 5-10-4 9-0-8 6-3.8 1.4.0 - --- ----......_--- - - ----_ _. - ---- -- - -32-D-0----- -- --- ----- --- -- ----------------- -- -- 1.4A LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.18 9 >406 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.16 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.09 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight: 165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-8-10 oc purfins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-12 REACTIONS(Ib/size) 16=1143/0-3-8, 11=1376/0-3-8 Max Horz 16=-218(load case 5) Max Upliftl6=-649(load case 4), 11=-794(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=533,3-4=-1081,4-5=-907,5-6=-888,6-7=1112,7-8=1216,8-9=507,9-10=32 BOT CHORD 2-16=-411, 15-16=-1129,3-15=-902,14-15=-599, 13-14=944, 12-13=510, 11-12=-1513,7-12=-295,9-11=-408 WEBS 3-14=1462,4-14=-203,4-13=-153,5-13=442,6-13=289,6-12=-1843,8-12=-986,8-11=391 NOTES (5-4) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition enclosed building,with exposure B ASCE 7-98 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 1.60. and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 649 Ib uplift at joint 16 and 794 Ib uplift at joint 11. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard 0102767 T9 ROOF TRUSS 14 1 1 (optional) -TRUE TRUSS-INC.,JACKSOyNgVICLE--L-32226,-DAVEBUCFTANAN 4.-201 bK1 s Novov 1fi 2000 MiTek Tndustnes,Inc. N>on 6of22 1IIA3:25 200f a e 1 - 1 4 0.40 0.0 438 4-.12-5.4 3-9-10 8.2-14 211-6 12.2-4 29-12 16.0-0 57-13 21-1-13 St-13 26-3.11 5-8-5 32-0-P¢33-4.0 1 - --- 0- ---- — ----- ----- ----------- 5 U --- --- —Scale=1.58.7 5x8= 6 2x4 /-- 5 / 30 6.0012 W4 1x5 s ;\ � 4 3x4 c x4 / W3 B3 W6 /T 8 3 W9 W110 i a19 0 16� 01`�\WS 2 jam- 6x12 0 --".� �_ o i. 6x12 _ ___-_'_-_. -_. -- -- - -- ---- �\o 3x8 = 14 13 12 11 4x5_ 3.00 12 20 4x8 - 3x4 _ 2x4 , 1.5-9 32-0-0 1-59 0.0-0 43 8 4.3-8 7-10-12 12-2.4 3-9-12 16-0.0 5.1-13 21-1-13 5.1-13 26.3-11 5.8-5 32-0-0 1-4-0 —____. - _ -_.._.-_.-_-__.__-___ _._ _ _ .-___. __._____-._. _-32 0--___-_-. __.-________._______-__. ____ ___. 1.4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.23 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.55 15-16 >691 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.19 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight: 189 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz 2=-218(load case 5) Max Uplift2=-508(load case 4),9=-507(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4015,4-5=-1891,5-6=-1891,6-7=-1294,7-8=-1703,8-9=-2098,9-10=16 BOT CHORD 2-16=3689, 15-16=2186, 14-15=37,5-15=-209, 13-14=0, 12-13=1523, 11-12=1861,9-11=1861 WEBS 3-16=-107,4-16=1798,4-15=-627,13-15=1199,6-15=1156,6-13=160,7-13=-533,7-12=293,8-12=-388,8-11=107 NOTES (6-5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 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 508 Ib uplift at joint 2 and 507 Ib uplift at joint 9. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard - -- -----Truss-Type - ------ --- --- -Job--- -Truss---- 0102767 VCJ2 ROOF TRUSS 3 1 (optional) TRUE TRUSS INC—.,JACKSONVILLE--FL. 32226;-DAVE BUCHANAN —4301—SRI—s Nov-T6 260O-Mi�t��e�nc-Mon Ocf 22 1-1:4326 200-1Page 1 -1-10-10 1.10-10 0-0-0 3.5.4 15-4 25-6 5-10-9 110-11 ¢0-15-9-10-13 stale=120 2 4 30; 3 n 4.2412- d / N WtWr2 d g 14 ----- 82 sxs 30= c 0 d t0 2.12 12 1-11-13 9-114 0-1-9 0-0-0 15-4 3-5.4 2513 6-0-1 110-12 9-10-13 1-10-10 - ----.---- -----�— —810-13— --- -- --------_- -Plate Offsets(X,Y): [2:0=2=12,0=1-8] - --- - — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.06 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.07 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:40 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 7-9-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=66/Mechanical,2=466/0-1-8,6=272/Mechanical Max Horz 2=212(load case 2) Max Uplift4=-72(load case 5),2=-365(load case 2),6=-201(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=30,2-9=-881,3-9=-802,3-4=-44 BOT CHORD 2-10=782, 10-11=785,8-11=798,8-12=742,7-12=742,6-7=0,5-6=0 WEBS 3-8=256,3-7=-787 NOTES (8-9) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 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 1.60. and the plate grip increase is 1.60 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 at joint(s)2. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib uplift at joint 4,365 Ib uplift at joint 2 and 201 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)182.3lb up at 4-4-0 on top chord,and 15.01b up at 1-6-1,and 15.81b down at 4-4-0,and 27.1lb up at 7-1-15 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 8)Use SIMPSON LS30 to attach VCJ2 to HIP GIRDER. 9)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-54.0,2-8=-20.0,5-8=-20.0 Concentrated Loads(lb) Vert:9=3.4 10=15.0 11=-15.8 12=27.1 -Job---- Truss Truss Type ----Qty;Ply— -STOCK -- 0102767 VJ4 ROOF TRUSS 13 1 (optional) -TRUE TRUSS-fNC:�ACKSONVILLE FL-32226�AVE-BUCHANAN-- 4.201—SRI s NOV f6-2000 MITe nus nes,inc. Mon Ocf 22 11:43:27 2001-Page 1- -1-4-0 1.4-0 0.0A 4-5-4 4-5-4 2-612 7.0.0 Scale=1.19.5 4 3x4 3 / o e.00 12 A / 82 7 6 5. gx6_ 3x4 0 0 2 .3x4= 3.00-12 1 � 1-59 610-15 0-1-1 0.0.0 558 4-18 28.8 7-0-0 _----- 7_0-0---- --- -----------.. LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) 0.01 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.02 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:30 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.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=43/Mechanical,2=344/0-3-8,5=197/Mechanical Max Horz 2=205(load case 4) Max Uplift4=-51(load case 5),2=-178(load case 4),5=-77(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-462,3-4=-40 BOT CHORD 2-7=378,6-7=339,5-6=0 WEBS 3-7=175,3-6=-387 NOTES (6-5) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per SBC/SBCCI If end verticais 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 1.60, and the plate grip increase is 1.60 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 51 Ib uplift at joint 4, 178 Ib uplift at joint 2 and 77 Ib uplift at joint 5. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Job - - Truss---- - Truss Type — —Qty_ PIy STOCK_ST.3 0102767 VJ5 ROOF TRUSS 6 1 (optional) --TRUE TRUSS INC.,,JACKSONVILLE_FL. 32226-DAVE-BUCHAN-AN —4-20+—SRI s No—v T6_2000_M7eTc Industn-es>nc. Mon Ocf-22 fT43 283001-Page-1- -14-0 1.4.0 0-0-0 5.40 5.0-0 --_--------------__—_-- Scale=1.15.1 3 d 600-12 / o � N TI 82 5 3x4= 4 t�.�.. 2 73x4 3.00-12- 1 \ 0-0-0 43� 43.6 0.8-0 �0-p 1+0 --. __--- _. _.. LOADING(psf) SPACING 2-0-0 CSI DEFL in (toc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.04 1-2 >499 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 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 or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS(Ib/size) 3=119/Mechanical,2=230/0-3-8,4=6/Mechanical Max Horz 3=59(load case 4),2=135(load case 4),4=-26(load case 1) Max Uplift3=-88(load case 4),2=-214(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=31,2-3=48 BOT CHORD 2-5=-27,4-5=-26 NOTES (7-6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 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 88 Ib uplift at joint 3 and 214 Ib uplift at joint 2. 5)Non Standard bearing condition. Review required. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard Job---- --Truss-- -- TrussType - --— ------ -Qty--Ply --STOCKST 3 --- ---- 0102767 VJ6 ROOF TRUSS 6 1 (optional) -TRUE TRUSS TNC.,JACKSONVILLE-FL. 32226DAVEBUCHANAN 4.20T—SRI sTwTfi 2000 Mire >n us nes, nc. Mo—n-Oct-22-1-1-439 200�i -1-40 1�0 0-0-0 3-0-0 30-0 Style=1.107 3 /N 6.00 12 0 a T1 _ 81 4 T, 2 O 30 3.00 12 - 1 1-5-9 3-0-0 0-0.0 3.0-0 3-0-0 1.1-0 __— —"-- -3-0-0-- LOADING -0-0__LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.03 1-2 >653 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: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=52/Mechanical,2=210/0-3-8,4=28/Mechanical Max Horz 2=96(load case 5) Max Uplift3=-76(load case 5),2=-133(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=31,2-3=48 BOT CHORD 24=5 NOTES (6-5) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 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 76 Ib uplift at joint 3 and 133 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard --- -- ---- -- - --- - ----- - Jo6- russ-- --- Truss-Type-- -0ty Ply- _-STOCK ST. 3—--- 0102767 VJ7 ROOF TRUSS 6 1 (optionaq -TRUE TRUSS-RNC.,-JACKSONVILLE-FL-32226,-DAVEBUCKAgAK -4.20f—SRfs Nov 1fi 20001NiTekIndustries, nc. on Oc-f22 f1-43.-30 200f-Page 1- -1-4-0 1-4-0 0-0-0 1-0-0 1-0-0 — ------------------------------------- Style=1:6.4 3 /7 .o 6.00 12 o 2 B1 N 54 0 -...`._ 3x4 : - 3.00 12 —- \/ 1-5.8 0.11-2 0.0.14 0.0-0 1-0-0 1-0-0 1-4-0 -- 1_Q0 -- - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.01 1-2 >999 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:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS(Ib/size) 3=-32/Mechanical,2=169/0-3-8,5=13/Mechanical Max Horz 2=62(load case 4) Max Uplift3=-32(load case 1),2=-174(load case 4) Max Grav3=67(load case 4),2=169(load case 1),5=13(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-44 BOT CHORD 2-5=2,4-5=-1 NOTES (6-5) 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 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 32 Ib uplift at joint 3 and 174 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250- 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 904.241.5200 LOAD CASE(S) Standard t 8 I` t I ` If , ,� , - - -- -- - - -- - - - - -- - - - - - - I_ t / _ _ I' t 6 , 5 i 4 /86 3 ST RESET t� IRE , 77777 Ii j 1 F 6 I 5 i 4 3 i 2 I I BUILDING, PLANNINGAND ZONING INSPECTI0NDEPAIRTME.NT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Cate Requested: �-30 G 2— Building Building Contractor: Building Permit Number: a / Address : �ega1 Description: Improvements to the above described prcperty have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as f� O Lowest Floor Elevation : d �" required as built: — BEFORE uiltBEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works Hanning 3_0 S'> Building �; c, L G .. C' A TI i v:: : OF ATLANT C, BEn..:: CERTIFICATE OF OCCUPANCY this Certificateissu red pursuant to the requirements of Section 106-of the Standard Building Code rertifiring 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: i Address: 1074 STOCKS STREET Owner: BENNETT, KEVIN W. ATAyTl�'` pFrtru F! 4429 _rlGLF4"eAc AVEN! IF rT AE. JACKSONVILLE, FL 32277 Construction Type: WOOD FRAME Use Classification: S)1NG E FAIV-11 Y Permit Number: 23154 Date: 6/03/2002 DON-C. FORD, O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY Thr-rert.fi%?te iC�!_P t pursuant to the requirements of Section 1 r1$o f the Standard!R::iilding f:ode�er ifi�ing..that at the titre of iss lance this structure was In compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1074 STOCKS STREET Owner: BENNETT KEVIN W. rtT! A!\!T!(' =A('`LJ CI ?2 133 ��'� 11r'r,'F zlY�1A%5,-T A\ CN! !C JACKSONVILLE, FL 32277 Construction Type: WOOD FRAME Use Classification: SINGLE 1 At" Permit Number: 23154 Date: 6/03/2002 DON C. F RD, . Post in a conspicuous space CITY OF ���ss�iLC BW CA_ Office of Building Official 1 REQUEST FOR INSPECTION Date ✓ ' �i;' �� Time Permit No. Received M. RM. Add s Owner's Locality Name d-- BUILDING Contractor CONCRETE ELECTRICAL Framing ❑ Footing ❑ LUMBING MECHANICAL Re Roofing ❑ Slab Rough Wiring ❑ Rough Insulation ❑ Temp Pole ❑ Top Out Air Cond. 8 ❑ ❑ Lintel ❑ Final ❑ Heating ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thur �S A.M. Friday PM. Insp ion Made A.M. In actor Final Ins Certificate of Occupan Q �� Date CITY OF — 7 Y7 Be b' Office Of Building Official Date REQUEST FOR INSPE Time Received 4A.M. .� M. / ° 3aj?-36 6/D Job Address Owner's Locality Name BUILDING— Contra CONCRETE Framing ❑ �PoWle' Re Roofing ❑ Footing ❑ BINSSlab ❑ g ECHANIInsulation ❑ Rough ❑ Air Cond. & ❑ ❑ Lintel ❑ Final ❑ Top Out ❑ ❑ Sewer Heating INSPECTION ❑ Fire Place ❑ Mon. Tues. READY FOR Pre Fab Wed. r^ Thurs. Inspection Made \ 3 Q / Friday P A.M. Inspector P. Certificate f Occup y Date FROM :Ot t F-Y FRX NO. ma q. --70 1-002 10:22MM F2 _A /E9/61 TM !O!12 VAI 30/ ITS 4930 WATSM OnORNL' Qb002 MAP SNOWING BOUNDARY SURVEY OF LOT 2 BLOCK 186 ACCORDING TO THE PLAT OF 3ECTON! R"�U " AT LAtMTM INACH A5 RECORDED IN PLAT BOOK 18 PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTtP1.En TO: JERRY L. NOLEN. PATRT.CIA A. NOLEN, FIDELITY NATIONAL TITLE INSURANCE COMPANY. COUNTRYWIDE HOME LOANS, TNC. AND WATSON b MORNE, P.A. p 11 Joe, 0? CAP tAWADA IV,' I _ v/.+) covt7 C3—'Vc p�� T4.a 23 q 1e '' x Y m o •�• ..w 149.7 NC Q Q`. a 44. I-STORY FRA '~ t, 4.4• 44 O ° 28.2' — t- Assncsuv rCEI V ED c.as+ee ,h �( 7Ot-a79' (AI) 14411 1 "j f1U� CCD i am jwo (R) CVi1 b tY Cir Atlantic Beach ullding and Zoning 102' (R) i02'(R) — — — W, 3f4� WEST sib STREET 161 IV 5NO~Teas i2.a a Q,,, (50' R/GNT Of WA Az N ■ N E Y O fi 1.Awws ARE VoIN FDA TNIR SuM.Y. v a S 2.STRUCTURE NO.�_ HERECN UES YATHIN FLDOD LONE AS REST y A 3�OCIATED SURVEYORS INC. DNIwm TRS mm ROOD YM9 Pwalpni T or 1_pATEO . p 3 PIPES AND U�TIL111F9.5IF ANY, NOT DEIER131Ea UNDERGROUND f'0011N05. W LAND t ENGINEERING SURVEYS 4. TIOIIAL AND/pR EHLIIONMENiALLY SENSITTW AREAS IF ANY, NOY r 3644'DUAIDINC BOULEVARD O[al D Df T116 S RVEY- '.�I SO9VI}ff� e�OROA 3Z2t0 yTHFS SURVEY WAS RASED ON LEGAL OESCRIPTiONS FURNISHED AND THE �ti.•" ..iit�l 77.rfiABR MaX RMN WK NOT SEAROED BY THS 9J%%wA FOR EA9FNE111S.TITLE. COVENANTS OR RESTRICTIONS 1HAT MAY AFFECT THIS PARCEL. b.UNLESS OINERIMlE STATED All IRON PIPES FOUL HAVE NO IDENTIFICATION. FLu O S S V CE1CfB•1CA7f„pF ALD] ILA7IHIV'NO. l9 0005�� OTp■Vj gpryE AINfeMTURE AND THE QRIdNAL RIVO 6EN OF A I HEREBY CERTIr^I-r-I SURVEY WAS I�OE UNDER MY V �A H�TNINN Vm DIRECT SLII* 1510 3f907.FE�? Tr.r MFN1FaL1m TECHNICAL O SET IRON MPC OR REDAR P.C.-PW OF tYgIYE 07VD•ODDim STANDARDS FOR �U NG uR T TO CHAPTER �3L1 � °� �O °° P.T.+Paflff OF TANQLTFY DN -GFORO R Y1 1 46 FOUND IRON PIN OR PIPE (IP) P.R,C-POINT OF all, MK CURVE 61C17- RIBA L*?fW FS ■ MIND CUNCREYE MONUMENT M11, C .701NI�ER Lf, R/N•RIOIR DF g91Y By K CRo�CUT OR pqILL NOLs -CON Y.- WILDING TIE (R) =RECORD (1A) - uEasuRm GRA CHAR 8- MAT MER FICFRQA• k IF TE NO- p _RAD �N07H A O -NR CCNOfrIO�NtR (E.T-) F�vE TIE CHARLES L. STARUNG 'PtORIOA'CE KATE NO. 4579 O. ,&+O KL D K aWA1'E1!A1EfFR `b.A ON RAYMOND J. SCHAEFER FLORIDA CER ICATE NO. 61,31 DAM. IAL YD E NEG. =POOL I:DIIPMEYf I4131NiE1fI IIDIAI�Y�FFl1IgI -D.U.-=�OF�D�EIIR�HEAD llII.M JDD N0. 2dOQ2-T2; 31419 DATE ^ OS-23-2002 S.R.L.-9UILDINO R FAO WIRE FE ■•Nw� SCALE: 1" = 20' DRAFTER SAjNL ___ 13J.E.A. -J CRA D-o WOOD FEWE RF FLOODPLAIN DEVELOPMENT INFORMATION Location:: 66 Z /�C —� ��j . 014 Type of Development: t1-k1y eF7 Flood Zone: 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 development. Date < ( '�� Applicant's Signature Department Use: Required Lowest Floor Elevation / As Built Lowest Floor Elevation Survey Filed with Building Department—,—,,-' Building Department Repr sentative NOTICE TO: Water Department FROM: Building Department DATE: � ' -6- ------------------- 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 __ ! -------------------- -------------------- ------------------ ------------- --------------------------- ------ Sincerely, fat Harris Building Department CITY OF ©8 3 4&4odw- /3�-_Tf�'� Office of Building Official REQUEST FOR INSPECTIO 2- a � 3 � Date � rmit No. Time A.M. Received //�� �f P.M. CJ f Job Ad ess Tlily l, ) Ow- e s Name Contractor BUILDIN CONCRETE ELECTRICAL LUMBIN ME ANICAL Framing ❑ Footing ❑ Rough Wiring Rough Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole %❑ op u ❑ eating Insulation ❑ Lintel ❑ Final C Sewer �� Fife Place ❑ re Fab REA O SPECTIO�/� � A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made PM. Inspector 1,r Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF A. �, J � Qom"""" r � Otffce Ot Building Official REQUEST FOR INSpECfION 1 permit pate P.M• Locality Received OMECHANICAL fob Address Contractor PLUMBING ❑ ❑ Air Cond.& RICAL- ❑ Rough ❑ HeatiP a Owner's ELECTTemp place ❑ Name CONCRETE Rough Wiring ❑ Top Out ❑ Pre UI Fab ❑ pole Sewer DING Footing ❑ A.M. ❑ Slab ❑ Final p.M g FOR INSPECTION Friday- Re Rooiing Lintel insulation READY Thurs. Wed. A M ues. A*I p.M action❑ Mon �f Final Insp ccupancy❑ Certificate of O inspection Made pate Inspector 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 "V r Permit Number: 23610 Address: 1074 STOCKS STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 186 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: _OWNER INFORMATION -; Date Issued: 3/12/2002 Name: BENNETT, KEVIN W. Total Fees: 46.00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 46.00 JACKSONVILLE, FL 32277 Date Paid: 3/12/2002 Phone: (904)744-0747 Work Desc: CS2/0 150AMPS 1 PH 3W 240V SEURE - NEW RESIDENTIAL SERVICE _. .CONTRACTORS APPLICATION FEES MOORE.ELECTRICAL CONT., INC.. PERMIT . 46..00 _ T a..sr ,,,rte .&.5--0'��.• ..�' r -.dyi..'(F "pix , a*fir Wgr - 14�,���N��� �F'Ll.jj�� ' h.- ����.. +•�..�J a4y..OgE—..S '°T� y M'�l'F` .a..��rt :42— J+t + .- y�1 �" �y ,2.f.�"� '> '�1'�- �riy'lKYry;. Ji�SIU��• I�'--5,]- 'i'_' +w+-VC _ NOTICE '�, - _ � "�. ECTION BUILDING MATE., Rib ##tS T y SPACE AND: MUST BE CLEARS fDT ; "FAILURE TOC �� � ..# 1 L ►V ] HE PROPERTY OWN `. ISSUED ACCORDING TORR = JECT TO REVOCATION FOR VIOLATION OF APPLI '..- I i.%X,. Oper: DSMITH Type: OC Drawer: 1 Date: 3/12/82 *1 Receipt no: 48888 14 PERMITS-BUILDING 1 :4b.88. Trans :umber: .794952 CK CHECKS 5893 (92.88 . ATLANTIC BEACH BUILDING DEPT.. Trans date: . 3/12/82 Time: 13:85:15 CITY OF ? 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904)247-5805 -- SUNCOM 852-5800 DATE - CZ JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 3 v '/07 Please call me at 904-247-5826 if you have any questions. Sin cet I ATLANTIC BEACH BUILDING DEPARTMENT � - clrY of y - Office Of Building Official REQUEST FOR INSPECTION Time �- Received /0 A.M. Permit No. lS Job Add es C� Owner's Name BUILDING °C k Framing CO TE ontractor Re Roofing ELECTRICAL Insulation SlabPLUMBING ❑ Lintel ❑ Rough Wiring ❑ Temp Pole ❑ Rough MECHANICAL Final ❑ Top Out ❑ Air Cond. g Mon. READY ❑ Sewer ❑ Heating ❑ Tues. FOR INSPECTION ❑ Fire Place Inspection Made to Wed. Pre Fab ❑ Thurs. Inspector Friday A.M. P.M. P.M. Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF Office DateREQUEOf Building Off. Tune d _� ST coal ReceivFO ed R 1 NSPECI'1ON P rrnit No. Owner ss 3 —3 Name P \' Fram'n Re C pNCREC r LocalityInsulg Contraation Footingslab ESECTRICALLintel Rough Wiring U Mon. Flap Pole G Tues• READY O Top Out/ C7 ��� MECMAIV/ Inspecti FpR INSPECTIp Sewer �p\Air Contl lnsPecto°n CA I- Made Wed N "eating eO r lace 1 Thurs. Pre Fab p A.M. Friday PM. _A.Aq. Final Inspection Date of Occupancy -- �� CITY OF 14&4094.0 QMCA-AMIM Office of Building Official /l REQUEST FOR INSPECTION Date �?o "�� Permit No. ! S e Time M Received M � D Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating In sul io ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ 44 ADY FOR INSPECTION Pre Fab Mon. Tues. Wed. M. Thurs. Friday P . e ( nspection Made (9 A.M.AP.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date r 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: 23361 I Address: 1074 STOCKS STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 186 Section: Square Feet: I Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: i= OWNER INFORMATION Date Issued: 1/23/2002 Name: BENNETT, KEVIN W. Total Fees: 64.00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 64.00 JACKSONVILLE, FL 32277 Date Paid: 1/23/2002 (904)744-0747 Work Desc: INSTALL PLUMBING OMF4 CONTRACTOR S (CATION FEES J.D. VAUGHN & SONS PLUMB 64.00 '- ffln WA, � � .v NOTICE - INS # T# TBE REt2UESTED AT LEAST 24 HOURS IOR TC3�ISPECTION -- BUILDING MATERIALS #i t#SQIK I CED IN PUBLIC SPACE, AND MUST BE Iib L -SWAY B _ OR OR OWNER "FAILURE TO COMPLY WIT ESULT IN THE PROPERTY OWNER PAYING NTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION j FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 7 $64.8014 ATLANTIC EACH BUILDING DEPT. Date: 1/23/82 81 Receipt: 88292 CHECKS 21818 71 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1Q75 JAIWs SrZA5E7- OWNER OF PROPERTY: /eeal, TELEPHONE NO.jd131 O7fi7 PLUMBING CONTRACTOR �D dguj�i� �'`�dj✓,S �Lu/11,d/n/t�, Ijl/G CONTRACTOR' S ADDRESS : Wa0o?a A1wk lJQ.e7 A31' STATE LICENSE NUMBER: L'FCQ33�'IIl TELEPHONE: 661'1-d83 3 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS o� BATH TUBS DISHWASHERS URINALS DISPOSALS o� CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS t SEWER WATER REPIPE OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: __.4 ----------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I PERMIT —INFORMATION _ Lt7CATIQN INFORMATION __ _� Permit Number: 2356Address: 1074 STOCKS STREET 6 Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 186 Section: I Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: OWNER INFORUATION Date Issued: 3/07/2002 Name: BENNETT, KEVIN W.. Total Fees: 62.00 Address: 4429 JIGGERST JACKSONVILLE, FL 32277 AVENUE Amount Paid: 62.00 Date Paid: ' 3/07/2002 . Phone: (904)744-0747 Work Desc: INSTALL HVAC _ - CQNTRACTOR(S).__ _ APPLICATION -= 62.00 KEVIN W. BENNETT — -- — AW �y air., *r '* ' "vS. y y 9 _ • YLt '� r mix ,¢gG,' �y. NOTtCII _� 1 �1RC�iTION BUILDING MATERf .. `. . „r � ,,::,� IC SPACE, AND MUST BE CLEARED "FAILURE TO COflNST,, Mi ` THE PROPERTY OWNER .ISSUED ACCORDING TO Al SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABL s _ Oper: DSMITH Type: OC Drawer: 1 Date: 3/88/82 81 Receipt no: 39988 14 RERMITS-TiUILDIHG 1 (62.88 . ATLANTIC BEACH BUILDING DEPT. Trans number: 793989 _CK_QHECKS _ 4662 ___ f62.88 Trans date: 3/88/82 Time: 9:16:59 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLOnIDA 32233 APPLICATION FOR MECHANICAL PERMIT --CALL-IN NUMBER IMPORTANT — Applicant to completeallitems in sections I, II, III, and IV. LOCATION Street Address:_ Cj (/4 OF Infersecfing Streets: Between And BUILDING / f - _J, —AA.-;, - Sub-division (���� s-�1 '�S�(- O Se II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the ab— statement we hereby agree to perform said work in accordance with the attachLpd plans and specifications which are a part hereof and in accordance witiT the City of Jacksonville ordinances and standards of goad practice listed therein. Name of Mechanical i to ` �� 4 Contractors Contractor (Print) Flo 1lIJ Master Name of Property Owner Signature of Owner Signature of or Authorized Agent rs` Architec+ or Engineer 111. GENERAL INFORMATION A. Type of heating fuel: g• IS OTHER CONSTRUCTION BEINr, DO ON Elecfric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NIJ;7F O �STRUCTION ❑ Oil PERMIT ``-->�c)) ttYY// ❑ Other — Specify IV. MIECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) —tl��Residential or O Commercial Hest ❑ Space ❑ Recessed -Er^Centrel O Flow � New Building ,Z3�'Air Conditioning: ❑ Room .E''tentrel ❑ Existing Building ❑ Duct System: McNrial Thickneu I_.) Replacement of existing system Maximum capacity (,cc> c.4.m. , �New installation(No system previously Installed) ❑ Refrigeration U Extension or add-on to existing system ❑ Cooling tower: Capacity g,p,m. FJ Other — Specify ❑ Fire sprinklers: Number of heads. ❑ Efervator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps, (number) (R*c*"d) ❑ Tanks (number) Remarks ❑ LPG containan (number) ❑ Unfired pressure veuel ❑ Boilers /� (� r//as�� Permit Approved by Date yl�Offser — Specify wow oW " �" Permit Fey LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENTacitpp Number Units Description Model Number Manufacturer c(Tons)y A revcy O Ca-77i HEATING - FURNACES, BOILERS, FIREPLACES Capacity App.avtng Number Units Descrfptioa Model Number Manufacturer (BTU) .Agency TANKS How Many Noerinal Capacity Type liquid Name of Serial Aproving and Dimensions_ Contained _ Manufacturer -- No. ncy 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: 23611 Address: 1044 STOCKS STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):5 Block: 186 Section: Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number: _ Improv. Cost: OWNER INFORMATION Date Issued: 3/12/2002 Name: BENNETT, KEVIN W. Total Fees: 46.00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 46.00 JACKSONVILLE,FL 32277 Date Paid: 3/12/2002 Phone: (904)744-0747 Work Desc: CS2/0 NEW 200AMP SERVICE CONTRACTORS -`" �•s , t rAPPLICATION FE MOORE ELECTRICAL CONT., INC. PERMIT . 46.00, k57 t . y.� iA����''�'.'.'.'yM�js..�S^�_ s sf� -�'� iYc� -k��r.Y.�•- Esc•- .�.r �"� 1'-`5."`+'-EI-11; - .� x may' +!.y `.� '1 �. "�''��"''" A•.��'y �-7Fy:.�,�s�r9.,�1..�,M'.� �5 N i �_ ,�� 4�CP P. i#',F�"6'.^' .i'°.'.�.i�Y".S."'.FA "..� z, �i t..'}�jo _'3✓ .�.- _ 0 IH f L �FJ' yY i�. ,S`�Y�� y{ iY'F -yy-� �SJ•9: '1M� +/� ,�_ � +��'i�",I�"•. .i t, �'. slNd� +1H. '� .I� +Llrk+1 'fit_� �: <- '-�... _ Y,t,.'a'4. �w �y^,� x,.Ta"e ? t .'z' '�' - a,]'Fy-�"Y.li•Y'Y.4 _ :Y+� �.[nE�j,,�L ,!.'�vY.-�M�.*7.v"��l r� ,1.��5•;,_ .�G��' 7 4i�'•,3L�;3� �w'..wn' I '�- � u a a.f ECTION NOTICE ^ t BUILDING MATE., 3'h SPACE, AND. TSErTOR E � Z _ MUST BE CLEAR "FAILURE TO = ' � �b � = HE PROPERTY OWN BEtlt ; ISSUED ACCORDING TO RR rr ^3A1 •la Y .; ,IECT TO REVOCATION -� � FOR VIOLATION OF APPLI0.1 P. _ .. OC braver: 1 .P Oper:.➢SMITH Receipt no: 48888 Date: 3/12182 81 $46.88 . 14 PERMITS-BUILDING 1 794951 Trans tairber: 5893 $92.88 ATLANTIC BEACH BUILDING DEP CK CHECKS Tire: 13:85_15 Jun 06 01 02: 35p Building Department 904-247-5805 p. 1 CITY OF ATLANTIC BEACH, FLORIDA A� APPLICATION FOR ELECTRICAL. PERMIT G TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. I oc_ � l eck) n ELECTRICAL FIRM: M R ELECTRf�CIAN SIG NATJRIEE NAME ADDRESS: V�y Vv - S' RFD BOX BLDG.SIZE� BETWEEN: RES.X} AFT.( } COMM.( ) PUBLIC I I INDUS.I ) NEW( 1 OLD( I REW.( } ADDITION i 1 TRAILER I } TEMP.( I SIGNS I I SCL FT. SERVICE: NEIN{JW INCREASE I I REPAIR ( } FEE CONDUCTOR SIZE AMPS V CapPE1 } ALUM. SWITCH OR BREAKER AMPS PH W CAt)VOLT y' RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. S12E NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AM". �1.ta0 AMPS. SWITCHES D INCANDESCENT FLUORESCENT&M.V. FIXED O.too ANDS. OVER BELL TRANSF. APPLIANCES AIR M.P.RATING H.P.RATING ' CONDITIONING COMP.MOTOR OTHER MOTORS AMPS "IL HEAT: KW-HEAT a•I nvex . MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCE L LAN EO US TRANSFORMERS: UNDER 600 V. OVER 500 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES Jun 06 01 02: 35p Building Department 904-247-5805 p. l f&L( I c I n q T�✓tr)1 4- o� c�S -3 L) CITY OF OF ATLANTIC BEACH, FLORIDA apo,o..a Dy APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN*ACCORDANCE WITH'THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Mo�(L c- I cctr1'�' ai►-�- ELECTRICAL FIRM: AAASTER EECT/R/IlCIA/N`GNATURRE1 NAME )4--ylYc --�-'RFQ BOX BLDG.SIZE v BETWEEN: RES. ,(�1 APT.( 1 COMM.( i PUBLIC( 1 INDUS.( 1 NEW OLD ( i REW.( 1 ADDITION ( I TRAILER( 1 TEMP.( 1 SIGNS i 1 SQ.FT. FEE SERVICE: NEWYL INCREASE( 1 REPAIR( 1 CONDUCTOR SIZE AMPS COPPER( 1 CALUM.(X.1 SWITCH OR BREAKER AMPS PH W L�OLT J C RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL / JJ 0-30 AM". 31.t00 AMPS. (� J SWITCHESV/ INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. oven BELL TRANSF. APPLIANCES AIR H-P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT t 0-1 OV�iI . MOTORS H.P. VOLTAGE PHS NQ. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN FORWARDED S TOTAL FEES 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: 23154 Address: 1074 STOCKS STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 186 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number:__ Improv. Cost: 118,208.00 OWNER INFORMATION Date Issued: 12/12/2001 Name: BENNETT, KEVIN W. Total Fees: 3,663.09 Address: 4429 JIGGERMAST AVENUE Amount Paid: 3,663.09 JACKSONVILLE, FL 32277 Date Paid: 12/12/2001 Ph3n744-0747 Work Des c: CONSTRUCT fO ` P P -N H F 1? 8 34 — CONTRACTOF P�_P_ tT TION FEES KEVIN W. BENNETT = � 791.00 WATER 1NE�x E �r 410.00 �x=F SEWER INtPC.: 1,250.00 WATER METER t 85.00 �r PADON GAS-H. �' _ 7.05 y �,. `RADON CAB 5°IQ a 0.37 r CAPITAL IMPROVE 325.00 CROSS CONNECTION 35.00 SEC H IMPACT FEE 750.00 ; 8.70 _ CONST SURCHARGE 0.97 � SCHARGE/ATL.BCH f 6- a .717 Ty tospections I equ►ne�x TREE BARRICAf3FLN �' O ? 1 ` r n SLAB R " 4 1SULATION" COVER UPs � �. ;- FINAL BUILDINGkTlt=IOOCUPAI�IOY` S - -::: NOTICE I REQUESTED AT LEASf2W-_H UR FttC1R#¢)!_ PECTION BUILDING MATERIAL, RU SLS-tAf�II IS-FROM THIS WORK MUST E"FLAOED. PUBLIC SPACE, AND MUST BE CLEARED UP ANIS ; tILED EITHER.CONTRAC �C1C1V1tIVFIN El . S 1 "FAILURE TO COMPLY WITHE ISS T Ni4 A ESULT IN THE PROPERTY OWNER PAYINGTS14 ISSUED ACCORDING TO APPROVED PLANS WHICH AA EP R OF"THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: RANIER Date: 12/31/81 81 Receipt: 8823144 AT C BEACH UIL G DEPT. Total Payment $3663.89 f CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date _S-" z q -0 Heated Square Footage ��/��" @ $ 4 OD per sq ft = $ ©3 Garage/Shed @ $ per sq ft = $ Carport/Porch P @ $ 00 per sq ft Deck 0 @ $ per sq ft = $ Patio LIV @ $ 44 Per sq ft = $ S7 6 TOTAL VALUATION : $ �, $ Total Valuation 1st $ '100600 5_ i J' s-7 $ Remai ing Value $ per thousand o� portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ J- ( � ) Fireplaces @ $15 . 00 $ / BUILDING PERMIT FEE $ '� g WATER IMPACT FEE $ LV/O SEWER IMPACT FEE $ 2 O WATER METER/TAP $ kS CAPITAL IMPROVEMENT $ SEWER TAP $ kc(f� RADON (HRS) . 0050 $ •o 3 SECTION H PAVING (S-6" ) $ C) HYDRAULIC SHARES $ CROSS CONNECTION $ / c,3 Cl SURCHARGE . 0050 $ g OTHER $ _Q GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : REC1.7, VED PROPERTY DESCRIPTION i�U Z 8LUUi Lot # �- , Block #�, Section # Subdivision: OJ.1� �Fty�rvtz� l3C/ti� City Of Atlantic Beac,',j and Zori^g Street Name DESCRIPTION OF FORK or Address: '�Mc LIS S7 (If in a FLOOD HAZARD Flood Zone:_^Xarea complete page 3) Brief Description A 1 fz-JA_� �b 1jt�f Class of work: (New/ Remodel/Addition: /� /I ZONING INFORMATION Type of Construction:_ (k)Mn Zoning Proposed District: Use: Estimated Value $ Exceptions or Variances Materials:���� �gVvf� Granted: Solid or Filled r;.o Ground:_'56(,Z_0Roof• -� Method of Heating: OWNER INFORMATION Property Owner: ,_� i Phone: 1Q(/ �- 7Y�"-O7V7 Mailing Address -:--j AIX zip: CONTRACTOR INFORMATION Contractor: 42 &44,- Phone:9N 7A4-D7K7 7y7'-333-t535cf� Mailing Address: Zip: �i2Z77 Expir STATE LICENSE NO: Date:__y , 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 SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature c("� DATE_77(��7 Contractor Signature DATE �� ^ v SWORN AND UBSCRIBED BEFORE ME BY nh THIS DAY NOTARY PUBLIC MY COMMISSION# CC947012 EXPIRES A� August 27,2004 FOP` • BONDED TNRU TROY FAIN INSURANCE,INC 47) PRE-APPLICATION REVIEW SUBMITTAL City of Atlantic Beach- 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• FAX (904)247-5805- http://www/ci.atlantic-beach.fl.us Pre-Application Number: SF-2001-07 Date Routed: 11-29-01 Project Name: Stocks St. Lot 2, Block 186 Section H Submittal No. 1 ❑ Commercial ❑ Multi-Family ® Single-Family ❑ Other Departments Routed: ® Building (Don Ford 247-5813) ® Planning and Zoning (Sonya Doerr 247-5817) ® Public Works (Bob Kosoy 247-5878) ® Public Utilities (Donna Kaluzniak 247-5834) ❑ Other Date Review Comments Due: Thursday , December 06, 2001 Additional Information: Please enter any comments in the appropriate department folder. (F:\Development Review Comments\) If your department has no comment on this submittal, please enter `reviewed, no comment" by the date comments are due, or it will be assumed your department has no comment. MAP SHOWING BOUNDARY SURVEY OF LOT 2 BLOCK 186 ACCORDING TO THE PLAT OF � C �®N1 � "W" ATLANTEC REACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 N II �n « 102' (R) DO I- L 00 101.91' (M) O 112" O CAP 1/2 REBAR UNREADABLE ASSOC.SUR. L B.5488 O mss' 9�0 VACANT- Y Y - � - rn f 1_OT �, o Ips o 1/2" O O L.B.3857 tj � O ,h db. M 9� 0-N' 112-REBAR Q ASSOC.SUR. L.B.5488 112' r� 10 1.89' (M) o r' 0 n' 102' ()?) cnLo to o N 102.20' (M) 101.69' (M) 102' (R) �-- -- — — — — — — — — — --- — — — 102 (R) 112" 3/4„ WEST 9th STREET X50' RIGHT-OF-ITA Y� � E Y 0 ChENERAL NOTES, 9- Q S 1. ANGLES ARE SHOWN FOR THIS SURVEY. � //// 2 1- 1 I-PE QTY SHOWN HEREON LIES `MTt!!N FLOOD ZONE SAS BEST �. ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO I DATED04-17-1989 FOOTINGS,, a 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND POOLINGS, LAND do ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 3846 BLANDING BOULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. O 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. S S V CERTIFICATE CI AUTHORIZATION NO. LB 0005488 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEfiEND/AISSREVIATIONS I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL "ASSOC.SURVEY' OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE 61G17-6, FLORIDA ADMINI STRP. ION CODE, CHAPTER 472, F.S. X CROSS CUT OR DRILL HOLE C/L = CENTER UNE R/W= RIGHT OF WAY a (R) = RECORD (M) = MEASURED AC CONC.=AIR CONCRETE COND CONDITIONER BUILDING= EEVE TIE Y_ C NRLES J� ����RiTTT R =RADIUS L = ARC LENGTH ® =WATER METER 10,, UTILITY POLE 8Y: CHARLES L. STARLING O.R.B.=OFFICIAL RECORD BOOK FLORIDA CERTIFICATE NO. 4579 O.R.V. =OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT -►= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES JOB N0. 28002-2 DATE 07-14-2001 B.R.L. =BUILDING RESTRICTION LINE X-X CHAIN LINK FENCE SCALE: 1" = 20' DRAFTER „p( E.T. =ELECTRIC TRANSFORMER do PAD W—W WIRE FENCE E.B.= ELECTRIC BOX J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE BTN. = BETWEEN 5 NI1N. itFfiURN Book 10141 Page 1872 PHONE#2 & `�1 FLA.1977 LAWS FS 713.13 RAMCO FORM 409 No tree of Commencement (Prepare in Duplicate) To whom it may concern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Description of property...... Z-,,, ,•„ -r S . . . . . . .. . ... . ........ .. . . . ...... ..... . .. ........................ ... 7-....... ? , .. ,....� ........................................................... ....................................................................................................................................................................................... General description of improvements..... .A �. . �K ........ .................................................... Owner. AjlUl . . ..... ......... ............ . .. .............. . .... Address ...........;.u. , .... �.��.... .�< .............. i ............... Owner's interest in site of the improvement..... .................„___••.•••.•••.••.•_••......... Fee Simple Title holder(if other than owner) Name..................................................................:........................................................................................................ Address... Contractor .tr; .. s.d.l . . �. c? 1. �. tt .. ...t Address. ...................................... Surety(if any) .......................................................................:..................................................................................... Address................................................................................................................ Amount of bond S....................... Any person making a loan for the construction improvements: Name........................................................................................................................................................................... Address....................................................................................................................................................................... Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name.................................,,........................................................... ............................................................................ Address................................................................... ...................... In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(h),Florida Statues. (Fill in at Owner's option). Name......................................................................................................................................................................... Address...................................................................................................................................................................... This space for recorder's use only �F..- be# 70fs5 Eook: 00011 Pe: 1872 —= Filed & Recorded Owner 09/10/22001 04:01:53 PM CLERK CIFULLER RCUIT COURT Sworn to and subscribed before me thisDORIS DUAL COUNTY .... .................... }g-n2 c t....`\ •• ±i/ �',s/ TRUST FIND f 1.00 �.. .. RECORDING s 5.00 f:2 Notary Public • 1 ov 5 8 3 2 1 - --- - -- "- - -- - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - -M- 1 t f`lla ff-lla ff=llo I ff--llo ff=lla I ff A1v f= 6 I IT. + 4I 2 I ' � �, LLT 3 1 5 I I I Ih ST RESET _ 1 j s i II 7. FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1488 Builder: QUALITY REMODELING AN Address: Permitting Office: City, State: Permit Number: Owner: KEVIN BENNETT Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:28.2 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(112) 1484 112 c. N/A _ 7. Glass area R type _ a. Clear-single pane 0.0 fl2 - 13. Heating systems b.Clear-double pane 157.0 112 _ a. Electric Heat Pump Cap:29.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 fl2 _ HSPF:7.20 _ d.Tint/other SC/SHGC-double pane 0.0 fl2 b. N/A _ 8. Floor types _ _ a. Slab-0n-Grade Edge Insulation R=0.0, 197.0(p)ft _ c. N/A _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1023.0 fl? _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,358.0 ft2 _ b.N/A _ c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1505.0 112 _ 15. HVAC credits _ b.Under Attic R=19.0, 122.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11., Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 1.0 R _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 22569.00 PASS Total base points: 23804.00 1 hereby certify that the plans and specifications covered Review of the plans and ��tIIE Sr4 by this calculation are in compliance wilt4he Florida specifications covered by this o ti = ° Energy Code. calculation indicates compliancell,, ; fill t N• iE' r°�o PREPARED BY: V . "�`� with the Florida Energy Code. .r- Before construction is completed DATE: 2 this building will be inspected for as designed, is in compliance with Section 553.908 °hereby certify that this buildind, ° compliance with the Florida ergy Code. Florida Statutes. °D OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCNA-200) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score,the more efficient the home. KEVIN BENNETT. , , , 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Single tamily — a. Central Unit Cap:28.2 kBtu/hr _ 3. Number of units,if multi-family I _ SEER:10.00 _ 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 1484 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 157.0 fl2 _ a. Electric Heat Pump Cap:29.0 kBtu/hr _ c. Tintlother SCISHGC-single pane 0.0 ft2 _ HSPF:7.20 d. Tint/other SC/SI IGC-double pane 0.0 ft2 b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 197.0(p)ft _ c. N/A _ b.N/A c. N/A 14. Hot water systems 9. Wali types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1023.0 112 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,358.0 ft2 _ b.N/A _ c. N!A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1505.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0, 122.0 112 _ (CF-Ceiling fan,CV-Cross ventilation, a N/A HF-Whole house fan, I L. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.N/A 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 above energy saving features which will be installed(or exceeded) o�THB sT4TF in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code co liant features. Builder Signature: Date: o ,� Address of New Home: City/FL Zip- �E , (—C )D *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEW)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energv Gauge Hotline at 407,638-1493 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efciency Code For Building Construction, contact the Department of Community Affairs at 850/487-1834. EnergyGauge®(Version:FLRCNA-200) FORM 60OA-97 SUISIISIER CALCULATIONS Residential Whole Building Performance Method A - Details ADDFZESS: , , , 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 1484.0 33.05 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double,Clear S 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear 5W 1.0 6.0 15.0 38.46 0.96 555.5 Double, Clear SE 1.0 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 13.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points .Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) -41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: -7289.0 As-Built Total: -8116.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGauge®DCA Form 60OA-97 EnergyGauge&'FIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details [ADDRESS: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 19739.9 Summer As-Built Points: 14817.5 Total Summer X Systern - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14817.5 1.000 1.047 0.341 1.000 5294.9 19739.9 0.3573 7053.1 14817.5 1.00 1.047 0.341 1.000 5294.9 EnergyGaugeT"' DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 MINTER 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 1484.0 9.76 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1648.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGaugeG DCA Form 600A-97 EnergyGaugem/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 10798.6 Winter As-Built Points: 11975.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11975.1 1.000 1.064 0.474 1.000 6034.5 10798.6 0.5340 5766.5 11975.1 1.00 1.064 0.474 1.000 6034.5 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge(J/FIaRES'97 FLRCNA-200 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 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = TotalFP + Heating + Hot Water = Total Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 'ASS 4 ZHE S �OrAr��rn 00 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 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 CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame watts 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/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous 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 perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5Air barrier on perimeter 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. GA-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION _ REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit _ breaker(electric)or cutoff( as must be provided.External or built-in heat trap 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 minimum thermal _ efficiency of 78%,___ _ Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically — attached,sealed,insulated,and installed in accordance with the criteria of Section 610. TDucts in unconditioned attics:R-6 min.insulation. HVAC Controls 607,1 _ __ Separate readily_accessible manual or automatic thermostat for each system. Insulation 1604.1,602.1 I Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge"'DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job# Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 31482 Btuh Structure 17667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh Method S imp 1 i f i ed LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cu.ft.) 13059 13059 Air Changes/Hour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 38YCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 29000 Btuh Latent Cooling 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Bali: Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:VI 3.0.11 S/N 117 8 6 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A,B, C, D Job#: Filename: Base.bld 12/1/00 Zone: Entire House Procedure A-Winter Infiltration 1171"M Calculation* 1. Winter Infiltration CFM 1.2 AC/IIR x 13 0 5 9 Cu.Ft. x 0.0167= 262 CFM 2. Winter Infiltration Btuh 1.1 x 262 CFM x 40 Winter TD = 11515 Btiili 3. Winter Infiltration HTM 11515 Btuh / 177 Total Window = 65.1 HTM and Door Area Procedure B-Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.5 AC/HR x 13059 Cu.Ft. x 0.0167= 109 CFM 2. Summer Infiltration Btuh 1.1 x 109 CFM x 19 Summer TD = 2279 Btuh 3. Summer Infiltration HTM 2279 Btuh / 177 Total Window = 12.9 H I M L and Door Area Procedure C-Latent Infiltration Gain 0.68 x 37 gr.diff. x 109 CFM = 2744 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 109 Vent.CFM x 19 Sumner'1'D = 2278 Btuh Sensible Load for Structure(Line 19) + 17667 Btuh Sum of Ventilation and Structure Loads = 19946 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load-Sensible + 19946 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 109 Vent.CFM x 37 gr.diff. = 2742 Btuh Internal Loads = 230 x 6 No.People + 1265 Btuh Infiltration Load From Procedure C + 2744 Btuh Equipment Sizing Load-Latent = 6751 Btuh *Construction Quality is: a No.of Fireplaces is: 1 MANUAL J:7th Ed. RIGHT-J:V 3.0.11 SIN 11786 Printout certified by ACCA to meet all requirements of Manual Form J Base Job# "Lone: Entire House 12/1/00 MANUAL 1:7th Ed. RIGHT-1: 3.0.11- SIN 11786 1 Name of Room Entire House MBR MBTH WIC 2 Running Ft.Exposed Wall 178.0 Ft. 4 3.0 Ft, 8.0 Ft. 5.0 Ft. 3 Room Dimensions,Ft. 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HT&I Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Iitg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 12C 3.6 2.0 1280 rrss ww«s 260 «»rr r««r 64 rrrr •rrw 90 rrrr sar Exposed b 14B 5.8 2.2 0 +wrr w«rr 0 wwrw wwrw 0 rrrr rrrr 0 rrsr rar Walls and c 12H 2.4 1.4 0 rrkr rrrr 0 rr+r rwwk 0 rrrr swrr 0 rrrr rrp Partitions d 13C 1.4 1.3 350 «►rr «srr 170 r»w■ rrrr 0 rrsr rrrr 0 ■rsr rrrr e 13H 1.1 0.8 0 srrr srsr 0 s»r» rrrs 0 rrrr ssss 0 ssss rrrr f 0.0 0.0 0 rr►» ssrr 0 srrr «rrr 0 rrrr srrr 0 »rrr rsrr 6 Windows and a lI 38.2 ** 121 4627 •+*+ 20 765 *`*` 6 229 '••" 0 0 '•" Glass Doors b BF 38.2 *" 36 1377 *+*• 0 0 `"*" 0 0 •••+ 0 0 '••• Healing c 9H 22.0 +* 0 0 **** 0 0 **** 0 0 '••• 0 0 "•' d 71, 26.0 •* 0 0 •*++ 0 0 *•+• 0 0 •**• 0 0 '••• e 0.0 ** 0 0 »wr» 0 0 wrrr 0 0 ►rrs 0 0 rrrr f 0.0 •* 0 0 •**+ 0 0 *"** 0 0 ••** 0 0 •*•• 7 Windows and North i C.0 **++ 8„ 0 ++++ C 0 krw♦ 0 0 «»+» 0 Glass Doors NE/NW 33.0 41 **** 1353 20 **** 660 6 **" 198 0 *••* 0 Cooling E/W 46.0 5 •*"• 230 0 **** 0 0 rwrs 0 0 »srr 0 SE/SW 40.0 106 "" 4240 0 '••* 0 0 •"• 0 0 "•• 0 South 0.0 0 •••■ 0 0 ••*+ 0 0 •••• 0 0 ••"• 0 Horz 0.0 0 *•*• 0 0 +*•+ 0 0 •••• 0 0 •*•' 0 8 Other doors a 11E 7.6 4.3 20 152 86 0 0 0 0 0 0 0 0 0 6 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 118 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilingsa 16G 1.3 1.4 1396 1843 1981 168 222 238 64 84 91 40 53 57 6 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 0 5 162 0 h 20C 2.8 i.i. 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 SubtotBtuh Loss=6+8..+11+12 •••• 29983 •••• •+*' 4821 ••*+ **•* 1172 •*•• •••• 359 14 Duct Btuh Loss 5i 1499 ••** 5% 241 rrrr 5"/ 59 '••• Sr/ 18 .'••' 15 Total Btuh Loss-13+14 *••• 31482 *►*• •• 5062 ***• •••► 1231 ••rr rrrs 377 •+•• 16 Int.Gains: People @ 300 6 ••• 1650 2 •*•• 600 0 '*•' 0 0 •••• 0 Appl. Q 1200 1 **** 1200 0 **** 0 0 •••' 0 0 ••*• 0 17 SubtolRSllGaln=7+8..+12+16 «*•• •*** 16061 **`* **** 2508 «**• ••*+ 484 '••• ••*• 138 18 Duct Btuh Gain 10% `*"* 1606 10°'' **** 251 109/ `*"• 48 10% ***` 14 19 Total RSI IGain=(17+18)*PLF 1.00 *`.** 17667 1.00 **** 2759 1.00 •*** 532 1.00 **** 152 20 CFM Air Required '••* 1000 1000 ++** 161 156 *•*+ 39 30 '••• 12 9 Printout certified by ACCA to meet all requirements of Manual J Form Base Job# Zone: Entire House 12/1/00 \.-VNUAL J:7th Ed. RIUIrr-J: 3.0.11- SIJ 11786 1 NameofRoom LIV BR2 BR3 BR4 2 Running Ft.Exposed Wall 22.0 Ft. 22.0 Ft. 10.0 Ft. 24.0 Ft. 3 Rtx)m Dimensions.Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceilnus,Ft Condit.Option i0.0 heat/cool 8.0 heat/cool .0 heat/cool 8.0 heat/cool TYPF.OF CST Irml Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. 1ltg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg C1g 5 Gross a 12C 3.6 2.0 220 •*'• *•*• 176 **** **rr 80 rrrr rrww 192 +`ww rat Exposed b 14B 5.8 2.2 0 w«+r awwa 0 rwrw wakw 0 rkrw rraa 0 arra prr Walls and c 12H 2.4 1.4 0 rkwr rrrw 0 «awa rwwa 0 wwrr arrr 0 tars rrrr Partitions d 13C 1.4 1.3 0 craw ►kka 0 rrrw rrar 0 rr«« aaaa 0 raa rrrr e 13H 1.1 0.8 0 carr r:ra 0 «rra rat► 0 saws rrar 0 rrar ►ra f 0.0 0.0 0 *aw carr 0 «www aaa 0 rraa tars 0 rpt star 6 Windows and a lI 38.2 •* 25 956 **** 15 574 ***• 15 574 "•• 15 574 '•`* Glass Doors b BF 38.2 ww 0 0 wkaa 0 0 rrrw 0 0 w«a« 0 0 carr Healing c 9H 22.0 kw 0 0 «ars 0 0 carr 0 0 awaw 0 0 rwaa d 7L 26.0 '* 0 0 ""' 0 0 ••*' 0 0 +'++ 0 0 •"' f 0.0 ** 0 0 wkwa 0 0 rwrr 0 0 rwrr 0 0 ►ars 7 Windows and North 16.0 5 •*"• 80 0 *"** 0 0 +■** 0 0 '••* 0 Glass Doors NE/NW 33.0 15 **+• 495 0 •*** 0 0 *'** 0 0 '•'• 0 Cooling E/W 4 6.0 5 **** 230 0 '*** 0 0 •**' 0 0 •`*` 0 SE/SW 40.0 0 '*'• 0 15 **** 600 15 •**' 600 15 '•" 600 South 0.'.`, 0 arrr 0 0 krrw 0 0 rwrw 0 0 arrr 0 Horz 0.0 0 '*" 0 0 **** 0 0 "'* 0 0 •*•* 0 8 Other doors a 11E 7.6 4.3 20 152 86 0 0 0 0 0 0 0 0 0 6 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 175 630 356 161 580 327 65 234 132 177 637 360 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 352 465 499 140 185 199 140 185 199 140 185 199 b 16D 2.1 2.3 50 106 114 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 22 713 0 22 713 0 10 324 0 24 778 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 In6ltrition a 65.1 12.9 45 2928 579 15 976 193 15 976 193 15 976 193 13 Subtot Btuh Loss=6+8.+11+12 wwaw 5949 **" "" 3027 +rww arrr 2292 Warr a►aa 3149 ►car 14 Duct Btuh Loss 51, 297 '+*• 51/ 151 ••** 5% 115 "•" Si 157 .•"• 15 Total Btuh Loss=13+-14 •'•• 6246 "a .www 3178 *rat rrrr 2407 aa►r aaaa 3307 **"• 16 Int.Gains: People® 300 2 ""•• 600 1 '•'• 150 1 "'•* 150 1 *"* 150 Appl. @ 1200 0 •*'• 0 0 '•** 0 0 "'• 0 0 "+' 0 17 SubtotRSHGain=7+8..+12+16 •*•r "'• 3040 r«rr a«ra 1469 rrrr rraa 1274 `*rr rrrr 1502 18 Duct Btuh Gain f0"/ *"!' 304 10% '•*' 147 10% ***` 127 10°i *"" 150 19 Total RSH Gain=(17+18)*PLF 1.00 •'!• 3344 1.00 •**" 1616 1.00 •••• 1401 1.00 *••• 1652 20 CFM Air Required "" 198 189 ' •••+ 101 91 •**" 76 79 *"' 105 94 Printout certified by RCCA to meet all requirements of Manual J Fonn Base JobN Zone: Entire House 12/1/00 MANUAL J:7th Ed. Ri(;Irr-J: 3.0.11- S/N 11786 1 Name ofRowm BTH2 N00K / KIT DIN 2 Running Ft.Exposed Wall 6.0 Ft. 10.0 Ft. 28.0 Ft. Ft. 3 Room Dimensions,Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft. 4 Ceiings,Ft Condit.Option 8.0 heat/cool 10.0 heat/cool 10.0 heat/cool TYPE OF CST I{TM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg I Clg Length Htg Clg Length Htg Clg Length IItg Clg Length Htg Clg 5 Gross a 12C 3.6 2.G 48 +www wwr 100 +rrr w«+r 100 carr awa raw aa► Exposed b 14B 5.8 2.:, 0 *www wwrw 0 rr+w wwwr 0 ««w« r«+a rrwr tsar Walls and c 12H 2.4 1. 0 w«aw a+«w 0 +wwr rrw+ 0 wrwr rrrr rwwr rrrr Partitions d 13C 1.4 U *+*r w+«+ 0 rrrr +wr 180 wrrr rwrw wrrr rrrr e 13H 1.1 0.,i 0 +*rw rrrr 0 watt rrrr 0 aarr wrrr wrrr rrrr f 0.0 0..: 0 wrrr rrrr 0 rrrw rrrr 0 rrrw wrrr rrrr rrrr 6 Windows and a 1I 3:5.2 S 191 ««rw 20 765 wrrr 0 0 rrrw rrrr Glass Doors b 8F 38.2 •+ 0 0 •*** 0 0 •**` 36 1377 •"` "" Heating c 9H 22.0 *+ 0 0 rww 0 0 www 0 0 rwwr aw► d 7L 26.0 *+ 0 0 a«ww 0 0 «tar 0 0 raww rrrr f 0.0 •* 0 0 **** 0 0 **** 0 0 +www ♦rrw 7 Windows and North 16. 0 ww+w 0 0 rww 0 0 rrrr 0 rrwr Glass Doors NEIMV 33.0 0 wrrr 0 0 wr++ 0 0 rwww 0 wrww Cooling EtU' 46.0 U +**• 0 0 ww+w 0 0 rww 0 wwwr SE/SW 40.0 5 *•" 200 20 •*'• 800 36 +"` 1440 "`• South 0.0 0 wrrr 0 0 rrr« 0 0 war 0 awp llorz 0.0 0 **`* 0 0 raw U 0 rrrr 0 rrrr 8 Other doorsa 11E 7.6 4.3 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130 Exposed b 14B 5.8 2.' 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.1 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1. 0 0 0 0 U 0 180 243 227 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 48 63 68 160 211 227 144 190 204 b 16D 2.1 2.3 0 0 0 22 47 50 28 59 64 C 0.0 0.C' 0 0 0 0 U 0 0 0 0 11 Floors a 22A 32.4 0. 6 194 0 10 324 0 28 907 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464 13 SubtotBtuh Loss=6+8.+11+12 929 `*•• `••' 2936 '**• *"` 5349 `*`• •"• •••• 14 Duct Btuh Loss 5gc 96 ww 5°/ 147 **" 51/1 267 •+** wwaa 15 Total Btuh Loss=13+14 *•" 975 ww rwra 3083 rrw arwow 5616 +*w rrrr aa► 16 Int.Gains: People @ 300 0 **" 0 0 *`** 0 0 "*` 0 **" Appl. @ 12G0 0 *+" 0 1 ***+ 1200 0 +"` 0 `•" 17 Subtot RSll Gain-7+$..+12+16 •*+* ***+ 420 wrw• rwrr 2697 *tar rrrw 2529 +wrr art■ 18 Duct Btuh Gain IOg� wrwr 42 100/ rrrr 270 100/ art■ 253 0� rwrr 19 Total RS11Gain=(17+15)*PLF 1.00 **`* 462 1.00 **** 2967 1.00 +tar 2782 *•"+ 20 CFMAir Required **** 31 26 rw*` 98 168 `•• 178 157 Printout certified by ACCA to meet all requirements of Manual J Forn1