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1757 Seminole Rd (vault) s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� �? ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �! 'Jilt 06-00032687 Date 4/13/06 Application Number . 1757 SEMINOLE RD Property Address . . • • ' ' ADD GARAGE W/BEDROOM ABVE Tenant nbr, name - Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 70000 Contractor Owner ---------------- WELLS THE DESIGN & BUILD GROUP, INC. 348 PLAZA 1757 SEMINOLE ROAD FL 32233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH (904) 241-2228 ----- ---- Permit • BUILDING PERMIT Additional desc . Plan Check Fee 170 . 00 Permit Fee . . . . 340 . 00 70000 Issue Date . . . Valuation Fee summary Charged Paid Credited , _ --------- - . 00 Permit Fee Total 340 . 00 340 . 00 00 . 00 Plan Check Total 170 . 00 170 . 00 00 . 00 Grand Total 510 . 00 510 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL r CITY OF ATLANTIC BEACH N _f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00032398 Date 2/27/06 Property Address • • • - ' ' SEPTIC 1757 SEMINOLE RD SEWER Tenant nbr, name - PLUMBING ONLY Application description - - - TO BE UPDATED Property Zoning . • • • • • • 0 Application valuation Contractor Owner ----- WELLS, HAROLD & VELDA CITY OF ATLANTIC BEACH 1757 SEMINOLE ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ----- ---- Permit • PLUMBING PERMIT Additional desc . • plan Check Fee . 00 Permit Fee • 00 0 2/27/06 Valuation Issue Date 8/26/06 Expiration Date ------------------------ __ -- ------------ 1250 . 00 _____ Other Fees SEWER IMPACT FEES Credited Due Fee summary Charged Paid ______ ----------------- . 00 . 00 Permit Fee Total 0000 00 00 . 00 Plan Check Total 1250 . 00 . 00 . 00 Other Fee Total 1250 . 00 00 . 00 Grand Total 1250 . 00 1250 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL 'FICIAL Cc: ''��, CITY OF ATLANTIC BEACH D. Ford Higgins x' sS' BUILDING / ZONING DEPARTMENT Doerr 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # n Property Address: Applicant: Project: a This permit application has been: Approved ❑ Reviewed and the following items need attention: a Vl `L Please re-submit your application when these items have been completed. Date: Reviewed By: Date Contractor Notified: CITY OF ATLANTIC ]BEACH !,• :;, PUBLIC WOFXS I)EPARTIV�ENT h rl 1200 Sandpiper Lane A / Atlantic Beach,Florida 32233 (904)247-5834 J- (904)247-5843 Fax iwww.coab.us PLAN VIEW COMMENTS 32-01 Permit Application # D� - Property Address: Applicant: � ; � Z Project: application is approved as noted by the Public Works Department. Your app Department. Final application approval must coarse from the Building p Your permit application has been reviewed by the Public Works Department and the following items need attention: ?429j--J,1 44- pavers to Provide impervious calculations wrdetails of pav make sure they qualify for 500 (open9 rid Wood decks are 100% pervious if over soil. with details. Provide erosion and sediment control p (,�,��,� Provide construction site managsmeetretentioirek Addill >5% impervious area - on Department, 1200 Sandpiper Lane, Please submit these requirementsto��e pubwe lic �PIove��. application. If you have any Atlantic Beach, FL 32233 m or questions,please call (904)247-5834. Reviewe y Carper, P.E., Public Works Director Date Signature Contractor Notified Date F,oaiF Universal Forest Products Re: 56004489 Durham McGuinness 220 12th St. Atlantic Beach The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 56004489 CJ1 56004489 CJ1G 56004489 CJ3 56004489 CJ3G 56004489 EJ5 56004489 EJ5G 56004489 HJ5 56004489 HJ5G 56004489 T01 56004489 T06 56004489 T07 56004489 T08 56004489 T08A 56004489 T10 56004489 T11 56004489 T11A 56004489 T12 56004489 T13 56004489 T14 56004489 T19 56004489 T20 i Loading (psf) TCLL 20 TCDL 7 BCLL 10 BCDL 5 Wind: ASCE 7-02 per FBC2004; 120 mph; h = 25 ft;TCDL=4.2 psf; BCDL=3.0 psf; occupancy category II; exposure C; partially enclosed �,Job Truss Truss Type Qty Ply 11310/DURHAM/MCGUINNESS/JWP 3-14- 56004489 CA CORNER JACK 6 1 Job Reference o tional Universal Forest Products,lnc�8urngton,NC 27215,James Pickens 6.200 s Jul 13 2005 MTek Industries,Inc. Tue Mar 1416:35:06 e 1 2006 Pag -2-0-0 1-0-7 C 2-0-0 1-0-7 Scale=1:6. 6.00 F12 B B1 T1 D A 3x4 TL20= 1-0-7 1-0-7 rLUMBER f) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP 0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.00 B >399 240 TL20 245/193 0 Lumber Increase 1.25 Wg 0.00 Hor0.01 tz(TL) 0.00 C >999 180 18a 0 Rep Stress Incr YES Weight:7 Ib .0 Code FBC2004lfP12002 (Matrix) BRACING 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 1-0-7 oc purlins. 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) B=26310-3-8,D=15/Mechanical,C=-85/Mechanical Max Horz B=152(load case 5) Max UpliftB=-464(load case 5),C=-85(load case 1) Max Grav B=263(load case 1),D=15(load case 1),C=187(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C=-67190 BOT CHORD B-D=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h-25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right expose end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 464 Ib uplift at joint B and 85 Ib uplift at joint C. 5)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where joints. Bracing inis dicated reduce nU individual members n replace ion and cermanent rgr's indiatidwitiofitignrshalleify all desginfomationon this sheet for onorrmacewithconditions certification only when sfabricated by a UFPlopeatd plant.Building Des and requirements reformation as ft of thelape specific specifici g and oerns g codes and es o job names and locations are fodesigner r administrativts no e purpostes only and rare tnot part of the review ordesign certification of the truss designer. eveled 45*for 7) supporting: iiend of top.and Use bottom two 16d chords ommonbabs top and bottom g nstalled per fit to face oNDsupporting 1%:"from end of chord at goo to face.nds must not extend more than 1"below face o LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 11310/DURHAM/MCGUINNE JWP 3-14 56004489 CJ1G CORNER JACK 8 1 Job Reference o tional Universal Forest Productslnnc.,Bufiington,NC 27215,James Pickens 6.200s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:06 2006 Page 1 -2-0-0 1-0-7 2-0-0 1-0-7 Scale=1:7. I, 7.00 rl2 B B1 T1 D 3x4 TL20= A 1-0-7 1-0-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.00 B >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 B >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a Weight:7Ib BCDL 5.0 Code FBC2004ITP12002 (Matrix) LBRACING UMBER TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 REACTIONS (Ib/size) B=263/0-3-8,D=15/Mechanical,C—85/Mechanical Max Horz B=178(load case 5) Max UpliftB=-477(load case 5),C=-85(load case 1) Max GravB=263(load case 1),0=15(load case 1),C=199(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/53,B-C=-75/108 BOT CHORD B-D=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right expose ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 477 Ib uplift at joint B and 85 Ib uplift at joint C. 6)Truss shall be fabricated per ANSVTPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. to face of 7)TN:Right end of top.and Use two i 6d commonnails top and bottom ght fit lied per NDS,supporting%2from eendeof chord at 90eto ace ends must not extend more than 1"below face o sup mem LOAD CASE(S) Standard Job Truss Truss Type 3-14- Qty P ly310/DURHAM/MCGUINNESS/JWP 3-14- 56004489 CJ3 CORNER JACK 6 Reference o tional Universal Forest Products enc.,Bur<ngton,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:07 2006 Page 1 -2-0-0 3-0-7 C 2-0-0 3-0-7 Scale=1:10.3 6.00 12 B T1 B1 D A 3x4 TL20= 3-0-7 3-0-7 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.00 B-D >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.01 B D >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a Weight:13 Ib BCDL 5.0 Code FBC2004ITP12002 (Matrix) LBRACING UMBER TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 REACTIONS (Ib/size) C=32/Mechanical,B=279/0-3-8,D=42/Mechanical Max Horz B=246(load case 5) Max UpliftC=-89(load case 6),8=-375(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-8=0/47,B-C=-57/8 BOT CHORD B-D=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right expose ; end vertical left and right exposed;Lumber DOL-=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 Ib uplift at joint C and 375 Ib uplift at joint B. 6)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicatetinvinterior joints. Idis to reduce b ) lvn nl for9lr's ertiicaonaild only whentrusssfabriicated by a UFPloperrated plant.Building Designershall all design information on this erection for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 7) N:Right end member.top.and Use besot 16d commons abs top and bottom tight fit to face of lled per NDS,1 supporting from end of members.Dep at f beveled face nds must not extend more than 1"below face o LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 11310/DURHAM/MCGUINNESS/JWP 3-14- 6004489 CJ3G CORNER JACK 8 1 F Job Reference o tional Universal Forest Proaucts,inc.,BunIngton,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 1416:35:07 2006 Page 1 -2-0-0 3-0-7 3-0-7 C 2-0-0 Scale:1".1 7.00 F12 T1 B B1 D 3x4 TL20= A 3-0-7 3-0-7 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.00 13-DI >999 240 TL20 245!193 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 B-D >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a W81ght:13 Ib BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LBRACING UMBER TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 REACTIONS (Ib/size) C=32/Mechanical,B=279/0-3-8,D=42/Mechanical Max Horz B=287(load case 5) Max UpliftC=-98(load case 6),B=-367(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/54,B-C=-65/9 BOT CHORD B-D=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right expose end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. ss to bearing plate capable of withstanding 98 uplift at joint and 367 Ib uplift at joint B. 1 5)Provide mechanical connection(by others)of tru 6)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered d at joints unless otherwise noted.Provide bracing where ndicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's indicated and within 4"of interior joints.Bracing i andordinances, 9edesignall os certification tifiationvaildonly when truss isbsctvIoperated gassdesignerr accepts no responsibility for the correctness or accuracy of the design and requirements of the specific dagoverning codes t. tr s information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. eled 45*for fit to face of h of veled I 7) supporting end of top .Use two i 6d commons abs top and bottom nstal ed per NDS,supporting%2"f omeend of chord at 90*to f ce ends must not extend more than 1"below face o mem LOAD CASE(S) Standard I Job Truss Truss Type aty Ply 11310/DURHAM/MCGUINNESS/JWP 3-14- 56004489 EJ5 END JACK 8 1 Job Reference o tional Universal Forest Products,Inc.,Burlington,NC 27215,James Pickens 6.200 s JUI 13 2005 MiTek Industries,Inc. Tue Mar 1416:35:07 2006 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 C Scale=1:13.9 6.00 12 T1 B 81 D A 3x4 TL20= 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.03 B-D >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 B-D >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=103/Mechanical,B=343/0-3-8,D=72/Mechanical Max Horz 13=340(load case 5) Max UpliftC=-217(load case 5),B=-393(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C=-119/36 BOT CHORD B-D=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 Ib uplift at joint C and 393 Ib uplift at joint B. 6)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 7)TNS:Right end cuts of top and bottom chords to butt to face of supporting members.Depth of end cut must not extend more than 1"below the face of supporting member. Use three 16d common toenails(two in one face&one in opp.face)top and bottom,installed per NDS,1-1/8"from end of chord at 301 to face. LOAD CASE(S) Standard Job Truss Truss Type Qty Piy 11310/ DURHAM/MCGUINNESS/JWP 3-14- 56004489 EJSG END JACK 8 1 Job Reference(optional) Universal Forest Productsinc.,Burttngton,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:07 2006 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 C Scale:3/4"=1' 7.00 F12 1 B B1 D A 3x4 TL20= 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.03 B-D >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 B-D >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=103/Mechanical,B=343/0-3-8,D=72/Mechanical Max Horz B=397(load case 5) Max UpliftC=-236(load case 5),B=-374(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/541B-C=-144/40 BOT CHORD B-D=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 236 Ib uplift at joint C and 374 Ib uplift at joint B. 6)Truss shall be fabricated per ANSVTPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 7)TNS:Right end cuts of top and bottom chords to butt to face of supporting members.Depth of end cut must not extend more than 1"below the face of supporting member. Use three 16d common toenails(two in one face&one in opp.face)top and bottom,installed per NDS,1-1/8"from end of chord at 30"to face. LOAD CASE(S) Standard F600":89:::: Truss Truss Type Qty Ply 11310/DURHAM/MCGUINNESS/JWP 3-14- HJ5 HIP JACK 3 1 Job Reference o tional al Forest Products�lnc.,Burlington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:07 2006 Page 1 -2-1-7 3-9-0 7-0-2 2-1-7 3-9-0 3-3-2 Scale E1: 4.24 12 T1 B B 1 A D 3x4 TL20= 3-9-0 7-0-2 3-9-0 3-3-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.10 B-D >843 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.17 B-D >482 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:25 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=196/Mechanical,B=320/0-4-15,D=119/Mechanical Max Horz B=289(load case 3) Max UpliftC=-373(load case 3),B=-366(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/36,B-C=-148/47 BOT CHORD B-D=0/0 NOTES (7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 373 Ib uplift at joint C and 366 Ib uplift at joint B. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-54 Trapezoidal Loads(plf) Vert:B=-3(F=26,B=26)-to-C=-95(F=-21,B=-21),B=-0(F=15,B=15)-to-D=-53(F=-12,B=-12) Job Truss Truss Type aty Ply 11310/DURHAM/MCGUINNESS/JWP 3-14- HJ5G HIP JACK 4 1 56004489 Job Reference(optional) 6.200 s Jul 13 2005 MiTek Industries,Inc. Tus Mar 14 16:35:08 2006 Page 1 Universal Forest Products,lnc.,Burlington,NC 27215,James Pickens -2-1-7 3-6-0 7-0-2 2-1-7 3-6-0 3-6-2 C Sc a 0 s 1 4.95F1-2 1 B B1 D A 3x4 TL20= 3-6-0 7-0-2 3-6-0 3-6-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.10 B-D >843 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.17 B-D >482 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=196/Mechanical,B=320/0-4-15,D=119/Mechanical Max Horz B=336(load case 5) Max UpliftC=-395(load case 5),B=-342(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/42,B-C=-178/54 BOT CHORD B-D=0/0 NOTES (7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 395 Ib uplift at joint C and 342 Ib uplift at joint B. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-54 Trapezoidal Loads(plf) Vert:B=-3(F=26,B=26)-to-C=-95(F=-21,B=-21),B=-0(F=15,B=15)-to-D=-53(F=-12,B=-12) Job Truss Truss Type Qty Ply 11310/DURHAM/MCGUINNESS/JWP 3-14- 56004489 T01 GIRDER 2 1 Job Reference otional Universal Forest Product&,Inc.,Burlington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:08 2006 Page 1 -2-0-0 5-0-0 10-0-0 15-0-0 17-0-0 2-0-0 5-0-0 5-0-0 5-0-0 2-0-0 Scale=1:31. 5x8 TL20 5x7 TL20z� C D TR 7.00 12 2 E Bi B T'9 Li F o A 3x5 TL20= H G 3x5 TL20= 2x3 TL20 11 3x4 TL20= 5-0-0 10-0-0 15-0-0 5-0-0 5-0-0 5-0-0 Plate Offsets X Y: C:0-3-4 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.10 G-H >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.10 G-H >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.04 E n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:70 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1118/0-3-8,E=1118/0-3-8 Max Horz B=-175(load case 3) Max UpliftB=-1367(load case 5),E=-1367(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/54,B-C—1620/1923,C-D—1353/1780,D-E=-1622/1925,E-F=0/54 BOT CHORD B-H=-1675/1330,G-H—1693/1352,E-G=-1530/1332 WEBS C-H=-364/442,C-G=-169/167,D-G=-420/477 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1367 Ib uplift at joint B and 1367 Ib uplift at joint E. 7)Girder carries hip end with 5-0-0 end setback. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)245 Ib down and 399 Ib up at 10-0-0,and 245 Ib down and 399 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not partof the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-C=-54,C-D=-91(F=-37),D-F=54,B-H=-30,G-H=-50(F=-20),E-G=-30 Concentrated Loads(lb) Vert:H=-245(F)G=-245(F) Jab Truss Truss Type oty Ply 11310/ U URHAM/MCGUINNESS/JWP 3-14- 56004489 T06 ROOF TRUSS 2 1 Job Reference fnp=, Universal Forest Products,lnc.,Burlington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 1416:35:09 2006 Page 1 2-0-0 7-0-0 8-0-0 15-0-0 1 17-0-0 2-0-0 7-0-0 1-0-0 7-0-0 2-0-0 Scale-1:32. 5x7 TL20 5x7 TL20:::z C D 7.00 12 u? v E BP-1R4F Io A 3x6 TL20= H G 3.6 TI-20= 2x3 TL20 11 2x3 TL20 11 7-0-0 8-0-0 15-0-0 7-0-0 1-0-0 7-0-0 Plate Offsets X Y: [B:0-3-3,0-1-81, C:0-3-4 Ed a D:0-3-4 Ed al,[E:0-3-3.0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.16 B-H >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.16 E-G >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 E n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=734/0-3-8,E=734/0-3-8 Max Horz B=240(load case 3) Max UpliftB=-756(load case 5),E=-756(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/54,B-C=-789/617,C-D=-604/676,D-E=-789/617,E-F=0/54 BOT CHORD B-H=-330/600,G-H--326/604,E-G=-322/600 WEBS C-H=-285/301,D-G=-285/300 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 756 Ib uplift at joint B and 756 Ib uplift at joint E. 7)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard F Truss Truss Type 72 [�Fly 11310/ DURHAM/MCGUINNESS/JWP 3-14-04489 TO7 ROOF TRUSS 1 Job Reference o tional Universal Forest Products,lnc.,Burlington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:09 2006 Page 1 2-0-0 3-11-13 7-6-0 11-0-3 15-0-0 17-0-0 2-0-0 3-11-13 3-6-3 3-6-3 3-11-13 2-0-0 Scale=1:30.6 5x4 TL20= D 7.00 12 2x3 TL20\\ 2x3 TL20 C W 2 E 1 1 F BBi GI. A 3x5 TL20= I H 3x5 TL20= 3x4 TL20= 3x4 TL20= 5-0-5 9-11-11 15-0-0 5-0-5 4-11-6 5-0-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.14 H-1 >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.19 H-1 >930 180 BCLL 10.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.03 F n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:771b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1031/0-3-8,F=1031/0-3-8 Max Horz B=-256(load case 3) Max UpliftB—961(load case 5),F=-961(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/54,B-C=-1502/1119,C-D=-1405/1160,D-E=-1405/1160,E-F=-1503/1118,F-G=0/54 BOT CHORD B-1=-863/1222,H-I=-477/857,F-H=-803/1222 WEBS C-I=-113/309,D-]=-519/668,D-H=-520/668,E-H=-113/310 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 961 Ib uplift at joint B and 961 Ib uplift at joint F. 6)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-D=-54,D-G=-54,B-1=-30,H-1=-150(F=-120),F-H=-30 Job Truss Truss Type Qty Ply 11310/DURHAM/MCGUINNESS/JWP 3-14 56004489 T08 DROP TC GABLE 1 1 Job Reference(o' o tional Universal Forest Products,lnc.,Burlington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 1416:35:10 2006 Page 1 -2-0-0 12-0-0 24-0-0 26-0-0 2-0-0 12-0-0 12-0-0 2-0-0 Scale=1:45.1 3x6 TL20= H G I 6.00 12 F J E K T 2 L D 3x4 TL20\\ 3x4 TL20 M C N Cl) B QI; C 5x4 TL20= X W V U T S R Q P 5x4 TL20= 3x6 TL20= 3x5 TL20= 24-0-0 24-0-0 Plate Offsets X Y: [B:0-0-4,0-2-01, H:0-3-0 Ed a [N:0-0-4,0-2-01, N:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.00 N-O n/r 120 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.01 N-O n/r 90 BCLL 10.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.01 N n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:127 Ib !LUMBER BRACING I TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=265/24-0-0,H=156/24-0-0,N=265/24-0-0,U=131/24-0-0,V=197/24-0-0,W=72/24-0-0,X=373/24-0-0,S=131/24-0-0,R=197/24-0-0,Q=72/24-0-0, P=373/24-0-0 Max Horz 6=189(load case 5) Max UpliftB--314(load case 5),N=-345(]oad case 6),U=-1 39(load case 5),V=-241(load case 5),W=-131(load case 5),X=-392(load case 5),S=-138(load case 6),R=-243(load case 6),Q=-126(load case 6),P-402(load case 6) Max Grav B=277(]oad case 9),H=177(load case 6),N=277(ioad case 10),U=135(load case 9),V=197(load case 9),W=72(load case 1),X=376(load case 9), S=135(load case 10),R=197(load case 10),Q=72(]oad case 1),P=376(load case 10) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C-273/95,C-D=-247/170,D-E=-60/117,E-F=-1/153,F-G=0/247,G-H=0/298,H-1=0/294,1-J=0/223,J-K=0/141,K-L=0/117,L-M=-167/170, M-N=-193/95,N-0=0/47 BOT CHORD B-X=-100/361,W-X=-100/361,V-W=-100/361,U-V=-100/361,T-U=-100/361,S-T-100/361,R-S=100/361,Q-R=-100/361,P-Q=100/361,N-P=-100/361 WEBS G-U=-77/151,F-V=-126/252,E-W=-54/147,D-X=-229/400,I-S=-77/150,J-R=-126/253,K-Q=-54/143,L-P=-229/408 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Truss designed for wind loads in the plane of the truss only. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are 2x3 TL20 unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom chord bearing. ,8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 314 Ib uplift at joint B,345 Ib uplift at joint N,139 Ib uplift at joint U,241 Ib uplift at joint V,131 Ib uplift at joint W,392 Ib uplift at joint X,138 Ib uplift at joint S,243 Ib uplift at joint R,126 Ib uplift at joint Q and 402 Ib uplift at joint P. 10)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 11310/DU HAM/MCGUINNESS/JWP 3-14- 56004489 TO8A ROOF TRUSS 10 1 Job Reference o tional Universal Forest Products,lnc.,Buflington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:10 2006 Page 1 -2-0-0 6-3-4 12-0-0 17-8-12 24-0-0 26-010 2-0-0 6-3-4 5-8-12 5-8-12 6-3-4 2-0-0 Scale=1:45.1 5x5 TL20= D 6.00 F12 2.3 TL20\\ 2x3 TL20 C W 2 E 1 F Cn B GI, oA 3x5 TL20= J I H 3x5 TL20= 3x4 TL20= 3x6 TL20= 3x4 TL20= 8-2-3 15-9-13 24-0-0 8-2-3 7-7-11 8-2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.14 B-J >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.23 B-J >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 F n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1112/0-3-8,F=1112/0-3-8 Max Horz B=196(load case 5) Max UpliftB_1095(load case 5),F=-1095(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C=-1680/1430,C-D=-1503/1396,D-E=-1503/1397,E-F=1680/1430,F-G=0/47 BOT CHORD B-J=-1206/1433,I-J=-608/971,H-I=-608/971,F-H=-1045/1433 WEBS C-J=-304/586,D-J=-530/594,D-H=-530/594,E-H=-304/586 NOTES (6) 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; I end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1095 Ib uplift at joint B and 1095 Ib uplift at joint F. 6)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Fly 11310/DURHAM/MCGUINNESS/JWP 3-14- 56004489 T10 GIRDER 1 1 Job Reference(optional) Universal Forest Product$,Inc.,Buffington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 1416:35:11 2006 Page 1 4-3-8 8-0-8 11-9-8 16-1-0 18-1-0 4-3-8 3-9-0 3-9-0 4-3-8 2-0-0 Scale:3/8"=1 5x4 TL20= 2x3 TL20 11 1 2x3 TL20 11 2x3 TL20 11 G K 2x3 TL20 11 5x4 TL20% ET 3L 5x4 TL20 0C cc 5x4 TL20::-- 2x 2011 2x 201 5x4 TI-20z:: 6.00 12 x T 20= 2x T 20 11 7x T 0 B C M N 4 P A m I-1 Q � 3x5 TL20= U T S R 3x5 TL20= 3x4 TL20= 3x4 TL20= 3x6 TL20= 3x4 TL20= 5-6-8 10-6-8 16-1-0 5-6-8 5-0-0 5-6-8 Plate Offsets(X,Y): [D:0-4-0,0-2-01,[E:0-0-0,0-0-01,[G:0-0-0,0-0-01,[M:0-4-0.0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.14 T >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.15 R-T >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.04 P n/a n/a BCDL 5.0 Code FBC2004fTP12002 (Matrix) Weight:102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-7 cc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-11 cc bracing. WEBS 2 X 4.SYP No.3 JOINTS 1 Brace at Jt(s):H,D,M . REACTIONS (Ib/size) A=633/0-3-8,P=764/0-3-8 Max Horz A=-184(load case 6) Max UpliftA=-606(load case 5),P=-782(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-1260/1143,O-P=-1163/1038,P-Q=0/47,&C=-1129/1087,C-D=-706/771,D-F—1104/1025,F-H=-1104/1025,H-J=-1104/1025,J-M=-1104/1025, M-N=-603/654,N-O=-1026/970,C-E=-496/422,E-G=-464/511,G-I=-441/538,I-K=-442/538,K-L=-464/512,L-N=-495/421 BOT CHORD A-U=-956/1098,T-U=-1289/1317,S-T=-1245/1278,R-S=-1245/1278,P-R=-839/996 WEBS B-U=-80/200,O-R=-77/189,H-1-1 99/173,L-M=-51/202,J-K=-22/50,D-E=-64/177,F-G=-26/48,D-U=-202/340,D-T=-42/235,M-T=-76/399,M-R=-270/467 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 606 Ib uplift at joint A and 782 Ib uplift at joint P. 7)Girder carries hip end with 2-0-0 and setback. 8)Design assumes 4x2(flat orientation)purlins at cc spacing indicated,fastened to truss TC w/2-1 Od nails. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)14 ib down and 18 Ib up at 14-1-0,and 14 Ib down and 18 Ib up at 2-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaiid only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-54,O-Q=-54,A-U—30,R-U=-28(F=2),P-R=-30,B-C=-50(F=4),N-0=-50(F=4),C-1=-50(F=4),I-N=-50(F=4) Concentrated Loads(lb) Vert:U=-14(F)R=-14(F) Job Truss Truss Type Qty Ply 11310/ DURHAM/MCGUINNESS/JWP 3-14- 56004489 T11 GIRDER 1 1 Job Reference o tional Universal Forest Products,lnc.,Burlington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:11 2006 Page 1 -2-0-0 5-0-0 11-0-0 17-0-0 22-0-0 24-0-0 2-0-0 5 0 0 6-0-0 6-0-0 5-0-0 2-0-0 Scale=1:42.6 5x5 TL20 5x5 TL20= 3x8 TL20= C D E 6.00 F12 W F B C') 'a il G Bi Io CA 3x8 TL20= K L J I H 3x8 TL20= 5x4 TL20= 5x6 TL20= 2x5 TL20 11 5x4 TL20= 5-0-0 11-0-0 17-0-0 22-0-0 5-0-0 6-0-0 6-0-0 5-0-0 Plate Offsets(X,Y): [B:0-4-4.0-1-81, F:0-4-4 0-1-81,[H:0-2-0.0-2-121,IK:0-2-0 0-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.25 I-K >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.31 I-K >830 180 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.07 F n/a n/a Weight:120 Ib BCDL 5.0 Code FBC2004ITP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-H REACTIONS (Ib/size) B=2024/0-3-8,F=1363/0-3-8 Max Horz B=-121(load case 6) Max UpliftB=-1621(load case 5),F=-1174(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/51,B-C=-3894/2888,C-D=-3488/2697,D-E=-2098/1759,E-F=-2358/1851,F-G=0/51 BOT CHORD B-K=-2493/3419,K-L=-2720/3536,J-L=-2720/3536,1-J=-2720/3536,H-I=-2720/3536,F-H--1531/2054 WEBS C-K=-729/1191,D-K=-113/314,D-I=-49/299,D-H—1621/1332,E-H=-442/766 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MW FRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1621 Ib uplift at joint B and 1174 Ib uplift at joint F. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)284 Ib down and 192 Ib up at 5-0-0 on top chord,and 191 Ib down and 129 Ib up at 5-0-0,and 857 Ib down and 579 Ib up at 5-11-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-C=-54,C-E=-54,E-G=-54,B-F=-30 Concentrated Loads(lb) Vert:C=-284(F)K=-191(F)L=-857(F) Job Truss Truss Type aty Ply 11310=DURHAM/ CGUINNESS/JWP 3-14- 56004489 T11A GIRDER 1 1Job Refe Universal Forest Products,lnc.,Burlington,Nu,/4 i o,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:11 2006 Page 1 2-0-0 5-0-0 11-0-0 17-0-0 22-0-0 24-0-0 2-0-0 5-0-0 6-0-0 6-0-0 5-0-0 2-0-0 Scale=1:42.6 5x10 M111 81-1% 5x10 M1118H= 5x8 TL20= p E 6.00 12 C W 2 F co C° BEEBG Io oA 3x7 TL20= K J I H 3x7 TL20= 3x4 TL20= 3x10 MII18H= 3x4 TL20= 2x3 TL20 11 5-0-0 11-0-0 17-0-0 22-0-0 5-0-0 6-0-0 6-0-0 5-0-0 Plate Offsets X Y: B:0-3-12 0-1-8 C:0-4-3 Ed a E:0-4-3 Ed a F:0-3-12.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.34 J >768 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.34 H-J >756 180 TL20 245/193 BCLL 10.0 Rep Stress Incr NO WB 0.81 Horz(TL) -0.11 F n/a n/a Weight:102 Ib BCDL 5.0 Code FBC2004/TP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins. T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1611/0-3-8,F=1611/0-3-8 Max Horz B=-118(load case 6) Max UpliftB=-1684(load case 5),F=-1684(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C=-2883/2945,C-D=-2560/2748,D-E=-2560/2748,E-F=-2883/2945,F-G=0/47 BOT CHORD B-K=-2544/2508,J-K=-3671/3566,I-J=-3671/3566,H-1=-3671/3566,F-H=-2500/2508 WEBS C-K=-759/931,D-K=-1161/1298,D-J=0/311,D-H=-1161/1298,E-H=-759/931 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1684 Ib uplift at joint B and 1684 Ib uplift at joint F. 8)Girder carries hip end with 5-0-0 end setback. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)245 Ib down and 308 Ib up at 17-0-0,and 245 Ib down and 308 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-C=-54,C-E=-91(F=-37),E-G=-54,B-K=-30,H-K=-50(F=-20),F-H=-30 Concentrated Loads(lb) Vert:K=-245(F)H=-245(F) Job Truss Truss Type Qty Plv 11310/DURHAM/MCGUINNES::::1 56004489 T12 ROOF TRUSS 2 1 Job Reference(optional Universal Forest Products,lnc.,BuiT'ington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:12 2006 2-0-0 7-0-0 15-0-0 22-0-0 24-0-0 2-0-0 7-0-0 8-0-0 7-0-0 2-0-0 Scale=1:42.6 5x8 TL20 5x7 TL20zz C D 6.00 12 Wi E B I� F o oA 3x5 TL20= I H G 3x5 TL20 2x3 TL20 11 3x6 TL20= 3x4 TL20= 7-0-0 15-0-0 22-0-0 7-0-0 8-0-0 7-0-0 Plate Offsets X Y: [C:0-3-4.0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.11 E-G >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.17 G-1 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.05 E n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:971b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt C-G REACTIONS (Ib/size) B-1028/0-3-8,E=1028/0-3-8 Max Horz B=140(load case 5) Max UpliftB=-977(load case 5),E=-977(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C—1519/1135,C-D=-1293/1152,D-E=-1519/1135,E-F=0/47 BOT CHORD B-1=-927/1283,H-I=-925/1293,G-H=-925/1293,E-G=-860/1284 WEBS C-1=0/240,C-G=-131/1311 D-G=-4/281 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 977 Ib uplift at joint B and 977 Ib uplift at joint E. 7)Truss shall be fabricated per ANSVTPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 11310/ L) K AM/MCGUINNESS/JWP 3-14- 56004489 T13 ROOF TRUSS 2 1 Job Reference o tional Universal Forest Products,lnc.,Bur ington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:12 2006 Page 1 2-0-0 4-9-4 9-0-0 13-0-0 17-2-12 22-0-0 1 24-0-0 2-0-0 4-9-4 4-2-12 4-0-0 4-2-12 4-9-4 2-0-0 Scale=1:42.6 5x4 TL20 5x4 TL20= D E 6.00 12 2x3 TL20- 2x3 TL20 i C F 1 W G B m I� vj H o OA 3x7 TL20= K J I 3x7 TL20= 3x4 TL20 3x6 TL20 3x4 TL20= 9-0-0 13-0-0 22-0-0 9-0-0 4-0-0 9-0-0 Plate Offsets X Y: [B:0-7-0,0-0-61. G:0-7-0 0-0-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.24 G-1 >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.36 G-1 >716 180 BCLL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.04 G n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:1031b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1028/0-3-8,G=1028/0-3-8 Max Horz B=-163(load case 6) Max UpliftB=-1001(load case 5),G=-1001(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C=-1505/1305,C-D=-1246/1034,D-E=1073/1007,E-F=-1246/1034,F-G=-1505/1306,G-H=0/47 BOT CHORD B-K=-1090/1305,J-K=-633/1073,I-J=-633/1073,G-I=-948/1305 WEBS C-K=-316/520,D-K=-163/314,E-I=-164/314,F-6-316/521 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7.02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001 Ib uplift at joint B and 1001 Ib uplift at joint G. 7)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty PN 113101 DURHAM/MCGUINNESS/JWP 3-14- 56004489 T14 ROOF TRUSS 2 1 Job Reference o tional Universal Forest Products,lnc.,Bu ington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 14 16:35:12 2006 Page 1 2-0-0 5-9-4 11-0-0 16-2-12 22-0-0 1 24-0-0 2-0-0 5-9-4 5-2-12 5-2-12 5-9-4 2 0 0 Scale=1:41.8 5x4 TL20= D 6.00 F12 2x3 TL20,- 2x3 TL20 i C E 1 W F B GI. oA 3x7 TL20= I H 3x7 TL20= 3x6 TL20= 3x8 TL20= I 11-0-0 22-0-0 11-0-0 11-0-0 Plate Offsets(X,T): [B:0-3-12,0-1- [F:0-3-12.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.25 B-1 >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.44 B-1 >598 180 BCLL 10.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.04 F n/a n/a Weight:101 Ib BCDL 5.0 Code FBC2004/TP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1028/0-3-8,F=1028/0-3-8 Max Horz B=185(load case 5) Max UpliftB=-1021(load case 5),F=-1021(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C=-1458/1310,C-D—1136/993,D-E=-1136/993,E-F=-1458/1311,F-G=0/47 BOT CHORD B-1=1097/1261,H-I=-949/1261,F-H=-949/1261 WEBS C-I=-368/634,D-I=-450/682,E-I=-368/635 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1021 Ib uplift at joint B and 1021 Ib uplift at joint F. 6)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type OtY Ply 11310/ DURHAM/MCGUINNESS/JWP 3-14- 56004489 T19 GIRDER 1 1 Job Reference o tistn Universal Forest Products,lnc.,Bu ngton,NC 27215,James Pickens 6.200 s Jul 13 2005 M]Tek Industries,Inc. Tue Mar 14 16:35:13 2006 Page 1 2x3 TL20 11 5-0-0 C 5-0-0 B Scale=1:12.1 qr E t ) 6.00 Fl2 P W1 T1 A B1 LJ D 3x4 TL20— 5-0-0 2x5 T1 20 11 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.10 A-D >565 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.11 A-D >511 180 BOLL 10.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 n/a n/a Weight:23 Ib BCDL 5.0 Code FBC2004ITP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=852/0-3-8,D=857/Mechanical Max Horz A=231(load case 5) Max UpliftA=-766(load case 5),D=-905(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-142/451 B-C=-2/0 BOT CHORD A-D=0/0 WEBS B-D—127/277 NOTES (8-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 766 Ib uplift at joint A and 905 Ib uplift at joint D. 6)Girder carries tie-in span(s):16-1-0 from 0-0-0 to 5-0-0 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 9)H26R:Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson HUS26 or eq.Follow Simpson instructions for installation. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B—54,B-C=-14,A-D=-320(F=-290) I lob Truss Truss Type Qty Ply 11310/DURHAM/MCGUINNESS/JWP 3-14- 56004489 T20 ROOF TRUSS 2 1 Job Reference(optional) Universal Forest Products,lnc.,Burington,NC 27215,James Pickens 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Mar 1416:35:13 2006 Page 1 4-6-14 8-0-8 11-6-2 16-1-0 18-1-0 4-6-14 3-5-10 3-5-10 4-6-14 2-0-0 Scale=1:29.9 5x4 TL20= C 6.00 F12 2x3 TL20-:�- 2x3 TL20 i B D 1 W E A F I, 3x5 TL20= H G 3x5 TL20= 3x8 TL20= 3x6 TL20= 8-0-8 16-1-0 8-0-8 8-0-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.10 A-H >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.17 A-H >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.02 E n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:72 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=659/Mechanical,E=790/0-3-8 Max Horz A=-191(load case 6) Max UpliftA=-586(load case 5),E=-812(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B—1059/969,B-C=-826/729,C-D--823/743,D-E=-1043/893,E-F=0/47 BOT CHORD A-H=-804/917,G-H=-655/880,E-G=-655/880 WEBS B-H=276/490,C-H=-391/521,D-H=-234/412 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 586 Ib uplift at joint A and 812 Ib uplift at joint E. 7)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for.conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 8)H26L:Left end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson HUS26 or eq.Follow Simpson instructions for installation. LOAD CASE(S) Standard 36'-0" +/- 16' 10-3/4" PLT HG7 / KW1A F04 LnN F04 TRUSSES F 0 3 CANTILEVER _ - = F03 N J CN \ LL LL- Li- CD i- O N F05 F07 N F05 FG2 F07 + F05 �G1 co F06 PI 8'-5" F06 L� I F02 LAI F06 LL- +/- 16' 10-3/4" PLT HGT � o 1 12'-7" 11'-4" V) F— C) o Q V � r Cl- ::) Ln J (nN 20'-6" N design criteria w � z = oa 3' 1-1/8" PLT HGT roof loading: o o q J = J °' top chord live 20 psf N a .o top chord dead 7 psf CO 0 Co bottom chord live 10 psf Z0 Co bottom chord dead 5 psf Z I V O 24"0. . 120 mph wind loading pz�Zou'm$aZo exposure C aN �zzo�o� WOWW-3 � N partial enclosed 0 0 0 0 0 o ILL LL LL LL L- LL N In 0a0 z..7 O}NZW�V?m qg I � o�Qijr% � WW_�VIDJ DQW Nm ALL PLT HGT'S ARE 0 JJ SSW J H 4 ¢N a=U N Y N W � OU����NUZ�Uf-o t Zv=i�� 3m3F?�vUi:° APPROXIMATE, FIELD ADJUST AS NEEDED N Co C mm WJ =D I z � J i � Q O C o 0 C7 1-1/8" PLT HGT � C) o U I � O 20'-6" IL F— Za a T ,00 0 W\ w N z / n o 0 W NSS N U DRAWN BY: CB CHECKED BY: DRAWING NUMBER: FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: McGuinness residence Builder: Coalson Contractors Address: 12th Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: McGuinness Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 6 _ b. Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area(ft') 3475 ft2 _ c. N/A _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)696.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ b. SHGC: HSPF:7.50 _ (or Clear or Tint DEFAULT) 7b. (Clear)696.0 ft' _ b. Electric Heat Pump Cap:48.0 kBtu/hr _ 8. Floor types HSPF:7.50 a. Raised Wood,Stem Wall R=19.0, 19.0ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0, 169.0(p)ft _ _ c. N/A _ 14. Hot water systems ,// 9. Wall types a. Electric Resistance G(/ Cap:50.0 gallons _ a. Frame,Wood.Exterior R=11.0,2972.0 ft' _ EF:0.91 _ b.N/A _ b. Electric Resistance Cap:50.0 gallons _ c. N/A _ EF:0.91 _ 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, 1467.0 ft2 15. HVAC credits _ b. Under Attic R=19.0,266.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0, 175.0 ft MZ-C-Multizone cooling, b. Sup:Une. Ret:Con. AH(Sealed):Attic Sup.R=6.0,225.0 ft _ MZ-H-Multizone heating) [Glass/Floor Area: 0.20 Total as-built points: 50544 PASS Total base points: 51607 I hereby certify that the plans and specifications covered by Review of the plans and 4T14E S74), this calculation are in compliance with the Florida Energy specifications covered by this O Code. �� ` n calculation indicates compliance Myq UHr a G. PREPARED BY: with the Florida Energy Code. DATE: 3 2., (' Before construction is completed a this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. c0D WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge@ 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 12th Ave, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3475.0 10.21 35479.8 3475.0 10.21 35479.8 Summer Base Points: 50057.1 Summer As-Built Points: 57453.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 30000 btuh,SEER/EFF(13.0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 57453 0.38 (1.00 x 1.147 x 0.86) 0.263 1.000 6783.5 (sys 2:Central Unit 48000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Con(R),Att(AH),R6.0(INS) 57453 0.62 (1.08 x 1.147 x 1.05) 0.263 1.000 10853.5 50057.1 0.4266 21354.3 57453.3 1.00 1.169 0.263 1.000 17637.0 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 12th Ave, Atlantic Beach, FI, 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= Point .18 3475.0 12.74 7968.9 Double, Clear N 5.0 8.0 40.0 24.58 1.01 995.1 Double, Clear N 3.0 8.0 14.0 24.58 1.01 346.1 Double,Clear N 1.5 17.0 72.0 24.58 1.00 1769.2 Double, Clear W 1.5 20.0 30.0 20.73 1.00 622.5 Double, Clear S 1.5 20.0 82.0 13.30 1.00 1085.8 Double, Clear E 5.0 8.0 41.0 18.79 1.17 898.8 Double, Clear N 1.5 8.0 99.0 24.58 1.00 2435.3 Double, Clear W 1.5 8.0 47.0 20.73 1.01 985.1 Double,Clear S 1.5 8.0 69.0 13.30 1.04 955.2 Double, Clear E 1.5 8.0 35.0 18.79 1.02 670.8 Double,Clear N 1.5 8.0 51.0 24.58 1.00 1254.5 Double, Clear W 1.5 8.0 24.0 20.73 1.01 503.0 Double, Clear S 1.5 8.0 35.0 13.30 1.04 484.5 Double, Clear E 1.5 8.0 57.0 18.79 1.02 1092.5 As-Built Total: 696.0 14098.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 2972.0 3.70 10996.4 Exterior 2972.0 3.70 10996.4 Base Total: 2972.0 10996.4 As-Built Total: 2972.0 10996.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 128.0 12.30 1574.4 Exterior 128.0 12.30 1574.4 Base Total: 128.0 1574.4 As-Built Total: 128.0 1574.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1467.0 2.05 3007.3 Under Attic 30.0 1467.0 2.05 X 1.00 3007.3 Under Attic 19.0 266.0 2.70 X 1.00 718.2 Base Total: 1467.0 3007.3 As-Built Total: 1733.0 3725.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 169.0(p) 8.9 1504.1 Raised Wood, Stem Wall 19.0 19.0 0.80 15.2 Raised 19.0 0.96 18.2 Slab-On-Grade Edge Insulation 0.0 169.0(p 18.80 3177.2 Base Total: 1522.3 As-Built Total: 188.0 3192.4 EnergyGauge@ DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge@ 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 12th Ave, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3475.0 -0.59 -2050.2 3475.0 -0.59 -2050.2 Winter Base Points: 23019.1 Winter As-Built Points: 31537.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 30000 btuh ,EFF(7.5)Ducts:Con(S),Con(R),Int(AH),R6.0 31537.0 0.385 (1.000 x 1.169 x 0.88) 0.455 1.000 6508.9 (sys 2: Electric Heat Pump 48000 btuh ,EFF(7.5)Ducts:Unc(S),Con(R),Att(AH),R6.0 31537.0 0.615 (1.060 x 1.169 x 1.05) 0.455 1.000 10414.3 23019.1 0.6274 14442.2 31537.0 1.00 1.180 0.455 1.000 16923.2 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 12th Ave, Atlantic Beach, FI, 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 6 2635.00 15810.0 50.0 0.91 6 0.50 2663.96 1.00 7991.9 50.0 0.91 6 0.50 2663.96 1.00 7991.9 As-Built Total: 15983.7 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 21354 14442 15810 51607 17637 16923 15984 50544 PASS 04'VIM S -0 a � c � a v C0 EnergyGaugem DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 12th Ave,Atlantic Beach, FI, 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/sq.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 corners; utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/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.1.2.5 Air 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. 6A-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 612,l.ABC.3.2. Switch or clearly marked cir breaker(electric)or cutoff(gas)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. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. \ Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. \ Common ceiling&floors R-11. EnergyGauge TPA DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.7 The higher the score,the more efficient the home. McGuinness, 12th Ave, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 13.00 _ 4. Number of Bedrooms 6 _ b. Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 3475 ft2 _ c. N/A 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)696.0 ft' _ a. Electric Heat Pump Cap:30.0 kBtu/hr b. SHGC: - HSPF:7.50 (or Clear or Tint DEFAULT) 7b. (Clear)696.0 ft2 _ b. Electric Heat Pump Cap:48.0 kBtu/hr _ 8. Floor types - HSPF:7.50 _ a. Raised Wood,Stem Wall R=19.0, 19.Oft2 _ c. N/A b. Slab-On-Grade Edge Insulation R=0.0, 169.0(p)ft _ c. N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,2972.0 ft2 _ EF:0.91 _ b.N/A _ b.Electric Resistance Cap:50.0 gallons c. N/A EF:0.91 _ d.N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,1467.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0,266.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0, 175.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Con. AH(Sealed):Attic Sup.R=6.0,225.0 ft _ MZ-H-Multizone hearing) I certify that this home has complied with the Florida Energy Efficiency Code For Building -CM ST Construction through the above energy saving features which will be installed(or exceeded) 9T80 in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. ti Builder Signature: Date: v r Address of New Home: City/FL Zip: 'l'coD WIE *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 EPA/DOE EnergyStar'udesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. $nergyGauge®(Version: FLRCS�B v4.0) RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone One Energy Design Systems Job: 3/25/06 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com F- Project Information For: McGuinness residence 12th Ave, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 23621 Btuh Structure 19659 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 23621 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 19069 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4388 Btuh Area (ft2) 1448 1448 Total latent equip. load 5078 Btuh Volume(ft') 14480 14480 Air changes/hour 0.72 0.41 Total equipment load 24147 Btuh Equiv. AVF (cfm) 175 100 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vrightsoft Right-Suite ResidentialTM 5.0.66 RSR29784 2006-Mar-25 20:33:49 )CCA C:\Documents and Settings\customerWy Documents\Wrightsoft\McGuinness res 12th Ave All Bch.rsr Pagel RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Two Energy Design Systems Job: 3/25/06 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Project • • For: McGuinness residence 12th Ave, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 32786 Btuh Structure 32058 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 32786 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 31096 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5203 Btuh Area (ft') 2027 2027 Total latent equip. load 6123 Btuh Volume(ft') 18243 18243 Air changes/hour 0.68 0.39 Total equipment load 37219 Btuh Equiv. AVF(cfm) 208 119 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrigl-litsoft Right-Suite Residential—5.0.66 RSR29784 2006-Mar-25 20:33:49 ,CCA C:\Documents and Settings\customer\My Documents\wrightsoft\McGuinness res 12th Ave Atl Bch.rsr Page 2 CITY OF ATLANTIC BEACH S�, APR 0 4 2006 BUILDING PERMIT APPLICATION (New/ Re irler3 Compaerdal) Date: �/-�� Job Address: 5 , J //I- Address: Owner's Name:�2 ` �aA // L��! � Address: / 7 j 7k w Phone: -2_7o SGZ, A-1 I Legal Description: Block Number: Lot Number: f 1 it4 Zoning District: Grih�t 7 Contractor: 7i&e D��t�h u� � �,t1c� State License Number: CGG/J_,2:577 Z - Address: / Phone: City: State: F1 Zip:32-2--33 Fax: Z�'l Describe proposed use and work to he done £' Gt�i'� P< ,2I UVe-R ;4- Present use of land or building(s): r' m / w/Ja L Valuation of proposed construction: 4-70-, 43-M Is approval of Homeowner's Association or other private entity required?/j_If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? �NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. �NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road - Atlantic Beach,Florida 32233-5445 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: I hereby certify that I have read and examined this application and attached documentation 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. Signature of Owner: Date: ✓ .3 ' a�o AS TO OWNER: Sworn to and subscribed before me this �10'0'�_dayof �vt arc ,20-W- State of Florida,County of Duval ,N,,•• K. CUNMN INOMAM Notary's Signature: -g� Notary Pubk-s 6 a FloaIN A ri0t1M01 Ww Expire Feb 2!, Co"W"M•W 523639 Q Personally known „,,,,• Ne0onrl ❑ Produced identificati Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: I Sworn to and subscribed before me this `L�—1`%- day of r ( 1 ,20� State of Florida,County of Duval Notary's Signature: K CUNNINGHAM Notary Public'Sva°f F Personally known Feb 2e,2010 ' •�1l Cho"Expecte E] Produced identification t4 OD 52311311 Type of identification produced GondsO 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 Doc#2006117158,OR BK 13174 Page 2110, Number Pages:1 Filed&Recorded 04/04/2006 at 02:31 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 NOTICE OF COMMENCEMENT State of F�d ft/ o,,q Tax Folio No. County of /7&j(/4 L To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: �� L DLA �/cf�v�����— G(�y;f' `L Address of property being improved: ( 75 7 /�%ua/e General description of improvements: -e o Owner: s' Address: f.^, i ens- L7- Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: 1v► Contractor:7715e 4D�E ; 'i rui as Address: Stip / .Q /, Z3" Phone No: Fax No: 24Lf d0��3 Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER --- —� Si a Date: ✓�'3f" Before this ay of �appeared in the County K. CUNNINGHAMt of Duval, ate ~ rida,has rson Nolery Public-Stale of Fbft • ,IynissbnExpirosFeb2S,2010 Notary Public at Large, State of Florida,Coun of Duval. a Commbsion 8 pp 5236V My commission expires: 9• f!0 or Bonded By National Notary Asan• Personally Known: Produced Identification: APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-04 Residential Limited Applications Prescriptive Method C NORTH 12 3 Small Additions,Renovations&Building Systems Compliance with Method C of Sub-Chapter 6 of the Florida Energy Efflcfercy Code maybe demonstrated by the use of Form 60OC-04 for additions of 600 square feet or less,she-Installed components of manufactured homes,and renovations to single-and multiple-family residences.Alternative methods are provided for additions by use of Form 60OB-04 or 6MA-04. PROJECT NAME: W f L,- - QJ L.?:p UILDER: AND ADDRESS: 1-7 c-7 'q rv) ,tJ bLa t r) PERMITT;�{{NNGCLIMATE OFFICE:!CTI. -� 'C-� Zh ZONE: 1 2 3 OWNER: Q„`. PERMIT NO.-I I I I I J I I I I JURISDICTION NO.:[-?_I I I I I U 1,0 SMALL ADDITIONS TO EXISTING RESIDENCES(6110 square feet or less of conditioned area).Prescriptive requirements in Tables 60-1,6C-2,and 6G3 apply ontyto the components of the addition,not to the existing building.Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment Is Installed specifically to serve the addition or Is being Installed In conjunction with the addition construction.Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum Insulation levels.RENOVATIONS(Residentla'' buildings undergoing renovations costing more than 30%of the assessed value of the building).Prescriptive requirements In Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only she-instailed components and features are covered by this form.BUILDING SYSTEMS.Comply when complete new system is installed. Please Print CK 1. Renovation,Addition,New System or Manufactured Home 1. Q 1 1 d 2. Single-family detached or Multiple-family attached 2. 3. If Multiple-family-No.of units covered by this submission 3. 4. 3S. 4. Conditioned floor area(sq.ft.) 5 S. Predominant eave overhang(ft) 6. Glass type and area: Single Pane Double Pane a.Clear glass 6e, sq.ft.�j.'m,.' _sq.ft. b.Tint,film or solar screens 6b. sq.ft. sq.ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation. a.Slab-on-grade(R-value) Be R= lin.ft. b.Wood,raised(R-value) 8b. R= \!�)_ sq.ft. c.Wood,common(R-value) 8c. R= sq.ft. d.Concrete,raised(R-value) 8d. R= sq.ft. e.Concrete,common(R-value) 8e. R= sq.ft. 9. Wall type and insulation: a. Exterior: 1. Masonry(Insulation R-value) sari R= sq.ft. 2. Wood frame(Insulation R-value) 9a-2 R= _�� sq.ft. b. Adjacent: 1. Masonry(Insulation R-value) 9b-1 R= sq.ft. 2. Wood frame(Insulation R-value) 916-2 R= sq.ft. c. Marriage Wails of Multiple Units'(YesMo) 9c 10. Ceiling type and insulation: a.Under attic(Insulation R-value) 10a. R=3p sq.ft. b.Single assembly(Insulation R-value) 10b. R= sq.ft. 11. Cooling system' 11. Type: (Types:central,room unit,package terminal A.C.,gas,existing,none) SEER/EER- 12. Heating system' 12. Type: (Types:heat pump,elec.strip,natural gas,LP-gas,gas h.p.,room or PTAC HSPFJCOP1AFUE: existing,none) 13. Air distribution system' a.Backflow damper or single package systems"(Yes/No) 13a. b.Ducts on marriage walls adequately sealed'(Yes/No) 13b. 14. Hot water system: 14. Type: N Tl (Types:elec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site-installed components, I hereby certify that the plans and specifications covered by the calculation are in compliance with Review of plans and specifications covered by this calculation Indicates compliance with the Florida the Florida E Code. Energy Code.Before construction is completed,this building will be inspected for compliance In accordance with Section 553.906,F.S. PREPARED BY:\ DAA ddO BUILDING OFFICIAL: I hereby cerdfythatthls building is In compliance with the Florida Energy Code: OWNER AGENT. DATE: DATE; FLORIDA BUILDING CODE-BUILDING 13-D.33 APPENDIX 13-D Climate Zones 1,2,3 TABLE BC-1:PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(Boo Sq.R.and Lou),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES COMPONENT MINIMUM INSULATION EQUIPMENT MINIMUM INSTALLED INSULATION INSTALLED EFFICIENCY EFFICIENCY Concrete Block R-7 O GXi5 Frame,2'x 4' R-1 t z Central A/C Sp SEER=10.0 SEER= a Frame,2'x 6' R-19 p -Single Pkg. SEER=9.7 SEER= 3 Common,Frame R-11 o Room unit or PTAC EER =8S' EER = Common,Masonry R-3 Under Attic R-30 Electric Resistance ANY y Single Assembly;Enclosed i z Heat pump-Split HSPF=6.8 HSPF= z Frame R-19 F -Single Pkg. HSPF=6.6 HSPF= Lu Metal Pans R-13 = Room unit or PTHP COP=2.7' HSPF/COP= o Single Assembly;Open R-10 w Common,Frame R-11 a Gas,natural or propane AFUE=.78 AFUE a Fuel Oil AFUE=.78 AFUE= to Stab-on-grade No Minimum rn o Raised Wood R-19 Q Raised Concrete R-7 0 ' 1 u Common,Frame R-11 ~O u Gas;n Resistance EF=.92 EF= a Gas;natural or LP EF=.59 EF= In unconditioned space R-8 3 Fuel Oil EF=.54 EF= o In conditioned space No minimum TABLE 6C-2;PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY See Table 13-607.1.ABC.3.2 and 13.608.1.ABC.3.2 Maximum percentage glass to floor area allowed is selected b type,overhang length,and solar heat gain coefficient Maximum%= Installed%_ GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50 Single Double Single Double Single Double Single Double OH-SHGC OH,SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC V-.87 0'-.7B 2'-.87 V-.78 NOT 2'-.78 NOT ALLOWED 3'-.78 0'-.75 1 -.75 0'-.81 ALLOWED 1'-.61 2'-.61 0'-.57 0'-AA V-.44 0'-.35 Get certified SHGC from the manufacturer or use defaults:Single clear SHGC=.75,double clear SHGC=.66,and single tint SHGC=.64 TABLE BC-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 To be caulked,gasketed,weather-stripped or otherwise sealed. Exterior Windows&Doors 806.1 Max.0.3 cfm/sq.ft.window area;.5 cim/sq.fL door area. Sole&Top Plates 808.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed). Multistory Houses 606.1 Air bonier on perimeter of floor cavity between floors. Exhaust Fane 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion Heating 806.1 Combustion space and water heating systems must be provided with outside combustion air,except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked circuit breaker electric or cutoff(gas)must be provided.External or built-In heat trap required for vertical pipe risers. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Noncommercial pools must have a pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 781%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, 610.1 All ducts,fi ings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated Insulation&Installation and installed in accordance with the criterle of Section 610.1.Ducts in attics must be insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL OIRECT'ONS: 1. On Table 6C-1 Indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being Installed.All R-vaiues and efficiencies Installed must meet or exceed the minimum values listed.Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY.Determine the percentage of new glass to conditioned floor area In the addition as follows.Total the areas of all glass windows,sliding glass doors and glass door panels.Double the area of all nonvertical roof glass and add it to the previous total.When glass In existing exterior walls Is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area.Divide the adjusted glass area total by the conditioned floor area of the addition.Multiply by 100 to get the percent Find the largest glass percentage under which your calculated percentage falls on Table 6G2.Prescrlotives are given by the type of glass(single or double pane)and the overhang(ON)palled with a solar heat gain coefficient(SHGC),For a given glass type and overhang,the minimum solar heat gain coefficient allowed is specified.Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table 6C-2.All new glass In the addition must meet the requirement for one of the options In the glass percentage category you Indicated.The overhang(OH)distance Is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY.Replacement glass needs to meet the following requirements.Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2-foot overhang and whose lowest edge does riot extend further than 8 feet from the overhang.Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane clear or double-pane tinted. 4. BUILDING SYSTEMS.Comply when new system Is installed for system Installed. 5. Complete the Information requested on the rep hall of page 1, 8 Read"Minimum Requirements for Small Additions and Renovations,"Table 6C-3,and check all appllcable hems. 7. Read,sign and date the"Owner/Agent'certification statement on page 1. 13-D.34 FLORIDA BUILDING CODE-BUILDING RIGHT-J LOAD AND EQUIPMENT SUMMARY 0 Entire House Energy Design Systems Job: 312106 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email energydesignsystems@gmail.com Project Information For: Wells addition 1757 Seminole Rd, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 7571 Btuh Structure 6518 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 7571 Btuh Use mfg, data in Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 6323 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 230 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1040 Btuh Area (ft2) 355 355 Total latent equip. load 1270 Btuh Volume(ft') 2840 2840 Air changes/hour 1.20 0.50 Total equipment load 7593 Btuh Equiv. AVF (cfm) 57 24 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 312 cfm Actual cooling fan 312 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 84 % i Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right-Suite ResidentialTM 5.0.66 RSR29784 2006-Mar-0308:20:21 ACCK C:\Documents and Settings\customer\My Documents\Wrightsoft\Wells add 1757 Seminole Rd Jax BCh.rsr Page 1 PAGE 1 Date : 02/16/2006 STORM-PRUF/BER-SHEL INC LOG # : QR042F TRUSS TARE-OFF JOB # : Salesman: SAMPLE SALESMAN Pitch: FL /12 Customer: Ber-Shel Inc. Job Name : Wells Resd Address : Address : 1757 Seminole Rd Jacksonville , Duval Designer: RON Floor -------------- ---------------- i Left I Right I Qty ) Span I O. H. I O.H. I Description - -------------------- - - - ---------------------- ----- I I I I ** I-Joist's ** 10 118 I I I Fl WI60 - 11 7/8" x 2.51, ! i I I I I I I I ► . I I I I ** Rim Board ** 5112 I I 111 7/8" Fiber Strong @ 1.25" I I I I I I -- ------------------------ _ 0 - Trusses ------#-of Hardware------------------------------- 0 - Piggy' s 10 # of I-Joist 0 - Jacks - 0 - # of Beams 5 - # of Rim Board -------- ------------ 0 - Total Trusses t • PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 I REACTIONS PLATE i TRUSSES or Code MARK PRODUCT 1 Page FLOORS ROOF UPLIFT1 HEADER JOISTTYPE NOTES N IHUS26 51( 25653205 1550 (14)16d I (6)160 1 TRUSS E IHUS28 51' 3585 3775 2000 (22)160 I (8)164 TRUSS I C �HGUS28-2 10511 6805 7925 1E3220 (36)16d ! (12)16d TRUSS 2 Ply Truss D HGUS28-3 1051 6805 7925 1 (36)16d I (12)16d TRUSS 3 Ply Truss E SUUR 26 67' 800 ! 1000 1 765 (6)16d (6)100x1.5 TRUSS Skewed 45' F ISULIR 210 671 13301660 j 1250 ! (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 641 1110 1390 I 875 (10)10d (7)10ox1.5 TRUSS Sloped -varies G ILSSU210 641 995 1205 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H ITHJA26 112 2680 1 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I ITHA422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 1 THA422 Max 661 3630 4145 1550 (22)16d 6)16d SYS 42 J THAC422 Min 661 1635 1635 - (2)16d Top (6)16d SYS 42 Inverted Flan e J THAC422 Max 661 3630 4145 1550 (22)160 (6)16d SYS 42 Inverted Flan e K THA422 UR Min 661 1090 1090 - (6)10d (3)1 0dx1.5 SYS 42 Skewed 45' K THA422 UR Max 661 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' K JTHA422 UR Max 661 1210 1210 - (2)10d Top (4)10d SYS 42 Skewed 45• 9-1.2-FL L SULIR 410 671 1860 2330 1275 (I 4)16d 6)16d SYS 42 Skewed 45' M ILSSU410 64i 2430 3035 1150 18 16d (12)1 0dx:1.5 SYS 42 Sloped-vanes M ILSSU410 64 1625 1625 1150 (1 4)16d (12)1 0dx1.5 SYS 42 Skewed-vanes N IU7312 73 1110 1390 255 (10)1 Od (2)1 Odxl.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1085 16 160 6)10d I-JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 10)100 2)10dx1.5 I-JOIST Face Mount 3.5" a MIT316 861 2400 - - 6)160 2)10dx1.5 I-JOIST Top Mount 2.5" R SUUR 310 67 1860 2330 765 14)160 6 10dx1.5 I-JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 18)160 8)10dx1.5 I-JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 (1 8)16d (12)10 1.5 I-JOIST Sloped-vanes T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-vanes U HU11 Min 751 2950 3685 865 (22)16d 6 10dx1.5 1 PLY LVL Min. Load U 11HU11 Max 751 4020 4405 1440 30)1 60 1010dx1.5 1 PLY LVL Max. Load V HGUS48 751 6805 7925 3220 36)160 12 16d 2 PLY LVL W HGUS412 751 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+161 5035 1 5035 2028 56)160 (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 16 160 (6)1 Od 2 PLY LVL Inverted Flange Y IHUC412 Max 75+161 2950 3685 1810 (22)160 10)10d 2 PLY LVL Inverted Flange Z HGUS5.50I12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ IHGUS7.25112 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 IH16S 138 - - 1470 (10)10d x 1.5 2 10dx1.5 Tie Down Short UL2 IH16 138 - - 1470 10)10d x 1.5 2 10dx1.5 Tie Down Lon UL3 H16-2 138 - - 1470 (10)10d x 1.5 2)10dx1.5 Tie Down 2 PI Truss UL4 MTS12 139 1000 (7)10dx1.5 7 10dx1.5 Tie Down Twist Strap 12" UL5 IHTS20 j 1391 1450 1 (12)10dx1.5 12 10dx1.5 Tie Down Twist Strap 20" UL6 IMSTA36 1 1311 2050 (13)10d (13)1 Od Tie Down Flat Strap 36" UL7 MGT 1zs+ia� 3965 Threaded Rod or 22 10d Tie Down or Add UL8 UL8 PH05 26 - 14 SDS 1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 4685 Threaded Rod Tie Down I ! ! I TS82-24 1 120I1 (4)10dx1.5 Brace Truss Spacer � N N m� J CD 0 w c. co;o O _ �3 O N F1 co N f com o� �3 O O m O J)'9 3 O (D -i- N. --5 ' 6" 174 " O `D m a 3 C :1D I r7F- O0 z � cn :i) na) mr- � z .. . . c � Z �-- CD C r7l z o � (D Cn o >� �• — � z_- m a � �D ° CD 3 �u3 zv (D CC) Ul 3 7 �u Co (D C1 O (D cn — cn — (D C-) m N CD �:u o 0- C o� � n _. . j \\ / t GP he ����' I l '1 , ,aA 00 y, `N1 S Lp,�G� 0 OSB Web . ;11_ vat th fibe 1 expertise in _- SOLI IS lane 1 ica •�..:�--- w technolog the SO , limber F _pacifies d from Geer fgra oducts are delivere t► d 3 12 .,vhich utilizes Wood 21 f 2 od Pr°duct ed ineered vii pacific @ngineef tion system• ale (L/480) I ced pre-eng Georgia wide distribu V8d perfUrC'(1 pn advan and adhesives. nation ImPrO wood fiber,resins, through our Multiple SPS mills and to Y°u Spacing 19.2"0 24"°'c' 1 our Dead Load forest 10 pSF � 'O.C. to LOad + SrmPle Span) 0. ; 12 o•c 15 06 21-0� 19' 01" 40 ?IS Ltve acing l • 24" c SP 19.2"o.c. 241-05.. 22' Joist 16"o•c• 18'_03 " 23'-0 19'-09' Joist 12"G.G. 191-06" 07 Depth Series 20'-08" 28'-01" 25 24'-01 19'-09" 22'-08" 22'-02' 20'-09" 2g'-01„ WI 60 23'-06" 31'-02' 11'/a' 25'-09' 23'-Off' 31'-01„ 29'-0', 23'-11" WI 60 26,-01 24'-07" 34'-02' 14" 28'_07" 25-01" WI 60 26' 11" 16" 91 28'06" wI 60 WI 80 31' 16" a.Pachic. L �Z'2X10 ct For shpin ipg weigh contaGeorg —— r i as noted above: uniform loads, i NOTES: based 0n 480 for better performance. i an charts are limited to U b the stillness Ol o the 1.These ad deflection is influenced Y ned to the i live load reatly that loists jl fes floor i Floor PerfOf EXneeen a has shown t J360)\N1 result m s , floor loists- P . e end users.G'P code minimum live load deft ectati ns°Nooa I eft joists be which may not meet the exp spans for 480 live load strongly recommends floor sP code.) even above,which are based on re uired by Vi,Sol,�2 ted t°those given between supports,and are based on 1 deflection.(One-third stiffer than Q Fated Sheathing or ed-nailed APA (40120 or 20 oc)for 2 Spans are clear distance for a joist comp°Site action with 9 thickness (48124 or 24 oc) of 19.2 or lesust meet APA AFG-01.it sheathing is Sturd--FI or of minimum 12' tTon9® joist spacing „ Adhesive m spans by pi6eTS spacing 01 24 ended),reduce i intermediate OSB Welt nailed only(not recommen9th is 1'/�:Minimum \ 3. Minimum end hearing bearrn9 length is 3/2• an loists must be at least 40°%of the spans of multiple sP Load 4, End above,refer to Uniform adlacent span are,or contact G-P 5. For loading other than that S se ect. so" are, G-P FASTBeam ices. Tables, Lumber Technical Sery Engineered 6. Not ail Products are a\j i ity le at all distribution centers, contact G-P to . �i late Warranty for terms.conditions and,imitations from'. 133 Peachtree Street.Aganta.GA 30303. 211" 4i 3i12 .see comp oration, tAr1111eT Geor9�a'Pacific Core Sad PIa�9e \ � ' I I M 8 ! J , cflmlbuildlen9lumer b --- htW/1" O. HOLE LOCATION FOR MULTIPLE SPAN JOISTS mm Do not drill or cut flanges. 70- O O 0a chart See chart .-- dimension ;note#4—+ j —dimension—Y Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2-6 equals 2'-6"). Joist Joist Circular Hole Diameter i Depth Span 2" 3" 4" 5„ 6%<" 7" 8" 8°B/I' 9" 10" 103: 11 12" 12%" jl 10' 0-6 1-0 1-6 2 6 3 6 12' 0-6 1-6 2-6 3-6 5-0 (� 14' 2-0 3-0 4-0 5-0 6-0 gy,' 16' 2-0 3-0 4-0 5-0 6-6 18' 2-0 3-0 4-0 5-6 7-0 20' 1-0 2-6 4-0 5-6 7-6 12' 0-6 1-0 1-0 1-6 2-6 3-0 4-0 4-6 14' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 Q e 16' 0-6 1-6 2-6 3-6 5-0 5-6 6-6 7-0 18' 2-0 3-0 4-0 5-0 6-0 7-0 8-0 8-6 113/8" 20' 2-0 3-0 4-0 5-0 6-6 7-0 8-0 9-0 22' 2-0 3-6 4-6 5-6 7-6 8-0 9-6 10-6 24' 2-6 4-0 5-0 6-0 8-0 8-6 10-0 11-0 26' 1-6 3-0 4-0 5-6 7-6 8-6 10-0 11-0 28 0-6 1-0 2-0 4-0 6-6 7-6 9-6 11-0 Example below 12' 0-6 1-0 1-0 1-6 1-6 1-6 1-6 2-6 2-6 3-6 4-6 14, 0-6 1-0 1-0 1-6 1-6 2-0 3-0 3-6 4-0 5-0 6-0 16 0 6 1-0 1-0 1-6 2-6 3-0 4-0 5-0 5-0 6-0 7-0 18' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 6-6 7-6 8-6 20' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 6-6 7-6 8-6 14" 22' 0-6 1-0 1-6 2-6 4-0 5-0 6-6 7-6 7-6 9-0 10-0 24' 0-6 1-6 2-6 4-0 5-6 6-6 7-6 8-6 9-0 10-0 11-6 26 0-6 2-0 3-0 4-6 6-0 . 7-0 8-6 9-0 9-6 11-0 12-0 28' 0-6 1-0 2-6 4-0 6-0 7-0 8-6 9-6 10-0 11-6 13-0 30' 0-6 1-0 1-0 1-6 3-6 4-6 6-6 8-0 9-0 11-0 12-6 32' 0-6 1-0 1-0 1-6 4-0 5-0 7-6 8-6 9-6 11-6 13-0 14' 0-6 1-0 1-0 1-6 1-6 1-6 1-6 1-6 2-0 3-0 3-6 4-0 5-0 6-0 16' 0-6 1-0 1-0 1-6 1-6 1-6 2-0 3-0 3-0 4-0 5-0 5-0 6-0 7-0 18' 0-6 1-0 1-0 1-6 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6 20' 0-6 1-0 1-0 1-6 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6 16" 22' 0-6 1-0 1-0 1-6 1-6 2-6 4-0 4-6 5-0 6-6 7-6 7-6 9-0 10-0 24' 0-6 1-0 1-0 1-6 3-0 3-6 5-0 6-0 6-6 7-6 8-6 9-0 10-0 11-6 J 26' 0-6 1-0 1-0 1-6 3-6 4-6 5-6 6-6 7-0 8-0 9-0 9-6 10-6 12-0 I 28' 0-6 1-0 1-0 1-6 3-0 4-0 5-6 6-6 7-0 8-6 9-6 10-0 11-6 1 - 30' 0-6 1-0 1-0 2-0 4-0 5-0 6-6 8-0 8-0 10-0 11-0 11-6 13-0 14-6 32' 0-6 1-0 1-0 1-6 1-6 1-6 4-0 5-0 6-0 8-0 9-6 10-0 12-0 13-6 34' 0-6 1-0 1-0 1-6 1-6 3-0 5-0 6-6 7-0 9-0 11-0 11-0 13-0 15-0 NOTES: 5.For joists with more than one span, use the longest span to determine hole 1. Hole locations are based on worst case of simple and multiple span location in either span. conditions with uniform floor loads of 40 PSF live load and 10 or 20 PSF EXAMPLE: dead load,spans from pages 6 or 8. Determine the allowable location of a 9"round hole in a 14"deep joist which .A 1%:'hole may be placed anywhere in the web of the joist. has multiple spans of 16' and 20'. 3.The longest side of a rectangular hole shall not exceed three-fourths the Enter the chart in the left column and find 14"joist depth,move to the right allowable round hole diameter. and find 20';n the joist span column and move across the chart to intersect a. For multiple holes:The clear distance between the holes must equal or he a"'round hole column.The nearest allowable location to either bearing is 6-6 or 6'-6" exceed twice the diameter of the largest hole,or twice the longest side :f a rectangular hole. ALLOWABLE HOLES FOR UNIFORMLY LOADED BEAMS { 8'(min.)spacing between holes,typical. G-P Lam'LVL or Maximum of three Glulam beam I holes per span. I 0 ►I 1'maximum round hole(s) 1 O O O O 10-- O O 1001 • 1001 1/3 span middle 1/3 span 1/3 span NOTES 1.Hole(s)must be located at mid-depth and within the middle 1/3 span. 2.1"maximum round hole diameter.No rectangular holes are allowed. 3.Use a minimum 8"spacing between holes and no more than three holes per span. 4.Chart is valid for single and multiple span uniformly loaded beams only.Chart is not valid for cantilever sections. 5.Minimum beam depth of 91b". •i�ea- sem^ Do not notch,drill or cut G-P Lam®LVL except as shown in this publication. PAGE 1 Date : 02/04/2006 STORM-PRUF/BER-SHEL INC LOG # : QR042 TRUSS TAKE-OFF JOB # : Salesman : SAMPLE SALESMAN Pitch: 4 /12 Customer : Ber-Shel Inc. Job Name : Wells Resd Address : Address : 1757 Seminole Rd Jacksonville , Duval Designer : RON Roof ----------------------------------------------------------------------------- I I Left I Right I QtY1 Span I O . H. I O. H . I Description ----------------------------------------------------------------------------- 1117 '4" 12 ' 12 ' IT1 7 'SB Hips 5 117 '4 12v 121 I T2 Common 411' 12 ' 10 ' In 1' CJ 2L 2R 4 1 3' 120 1 0 ' 1 J2 3' CJ 2L 2R 4 1 5' 121 1 0 ' I J3 5' CJ 2L 2R 3 1 7 ' 121 1 0' I J4 7 ' EJ NC 2191101-1 12 ' 91115 10 ' IJ5 7 ' HJ D 45' ----------------------------------------------------------------------------- 6 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 17 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 24 - Total Trusses Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page 1 of 1 Document ID:ISVR 151-Z 1024084908 Truss Fabricator: Job Identification: QR042-Wells Resd -- 1757 Seminole Rd Truss Count: 7 Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Versi on 7.24. Structural Engineer ofRecord: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof 47.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seal Date:03.24/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 Arthur R.Fisher Florida License Number: 59687 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: Ref Description Drawing# Date 1 03752--T1 7'SB Hips 06083007 03/24/06 2 03753--T2 Common 06083002 03/24/06 3 03754-J1 1' CJ 06083001 03/24/06 4 03755-J2 3' CJ 06083003 03/24/06 5 03756-J3 5' CJ 06083004 03/24/06 6 03757-J4 7' EJ 06083005 03/24/06 7 03758-J5 7' HJ 06083006 03/24/06 G.M. HILL LL ENGINEERING,INC SHOP DRAWING SUBMITTAL 303 Clearwater Drive-Ponta Vedra Beach,FL 32082 904.280.8244 JO NUMBER--- - NO EXCEP'.OHS TAA :iv U MAK:.GUR3tCTIONS NOTED El !R£-Vae ANID'RESUBMIT APPFRO14AL IS FOR GENERAL ARRAIN "CE44ENT ONLYA,%M DOES NOT RELIVE SUPPLIER OR SUB- CONTRACTOR FROM HIP RESPONSIBILITY FOR QUANTITIES, DIMENSIONS AND COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 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O C S '� CD 3 * (D O M N- (D 07 O z 7 *+CT m• C O ~ O c+ OD o � o .n .moi �y cn < (D °' x CF ....... ...*.. • .� III � n �o - � d D A 71 cn CD —I co w o v+ v m C O C7 C7 C7 C7 -n � 3 rr £ n V o o - Z -n r r r r r A N c £ N x �- n W o n v N a £ z - m N N co (01d Q C"')-i D V O O V O O (n O m c O U1 I Z v C V W Q N N N N N TI TI TI TI TI N � Q in n C- m C/1 2 Op 70 70 m n 70 D m N f m O O E m v N �' m 3 z m m W n Z S (D A 3 � n � N ON z �n G Z N N O co (Ti a cn cn D ra A w T O T 00 v r* IV N w O cn F O a) O 3 Q O T , Cc: ?S'ADJ- CITY OF ATLANTIC BEACH r t J BUILDING / ZONING DEPARTMENT L. Hi P w r� 800 Seminole Road . Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # U0 - L Property Address: I-7 51 nAI lel b l e) 0A, Applicant: :11f 11, ou P Project: IC r LJ This pe application has been: Appr ovedd Reviewed and the following items need attention: Please re-submit y ur applicati when these items have been completed. Reviewed By- a Date: Q z Date Contractor Notified: r °= r_:_: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION \ � = (New/Re5i,de, Co> ci'al) Date: —� �f �� Job Address: R Owner's Name:1791� Address: % 7 j 1 �Lyy, �J�`�L 9d Phone: --Z-7C3 t�ov Legal Description: Block Number: / Lot Number. &f 66.E Zoning District: Contractor: 77ze b-P�/qh '� !aa t� ?gaup /,ems State License Number: ZJ— Address:,, /,3 �' ��qzg Phone: `7"l— 7-Z7-e State: Zip:32-2-33 Fax:-24'V— t7 0 �43 Describe proposed use and work tr, he don='��tl �t'�4' G!/l� F. _ �,Gt � C�✓�,e t�: Present use of land or building(s): yL 1,2 6M, l4I Valuation of proposed construction: -4,70 , [375 Is approval of Homeowner's Association or other private entity required?IV,2 If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. D YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ,ZNO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate Incomplete applications may result in delay in issuance of permit STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: I hereby certify that I have read and examined this application and attached documentation 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. 1 Signature of Owner: ' " ' `` Date: ✓ r3 ^ a AS TO OWNER: Sworn to and subscribed before me this day of Lv (n,(,f C k ,20� State of Florida,County of Duval K. CUNNINGHAM Notary's Signature: r n r Notary pubic-State of Fbrids qty Commission Expires Feb 26,2010 Conunissbn 0 DD 523630 �''P re sonally known By National Notary ASM. Produced identificatio Type of identification produced f/ JSignature of Contractor: / `�' L Date: AS TO CONTRACTOR: Sworn to and subscribed before me thisday of r ( ,20 L)CO State of Florida,County of Duval _ �` Notary's Signature: K. CUNNINGHAM /' Notary Public-State of Fbnda [ Personally knownL�Z� r: U wy Coriwiission Expires Feb 2S,2010 ❑ ate; Commission#DD 523636 Produced identification % ° ,��` Bonded B National Notary Assn. Type of identification produced_ 800 Seminole Road •Atlantic Beach,_ Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 3 Revised 8/04 MAP SHOWING BOUNDARY SURVEY OF THE SOUTH 1/2 OF LOT 45, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: HAROLD D. WELLS AND VELDA C. WELLS ATLANTIC HOME MORTGAGE COMPANY ADVANCED TITLE RESEARCH SERVICES, INC. STEWART TITLE GUARANTY COMPANY LOT 24 S 03'46'42" E 30.00' (PLAT) S 03'44'28" E 29,93' (MEASURED) FOUND 7/2" IRON PIPE FOUND NAIL — — IN FENCE -�6, EASEMENT NO IDENTIFI ATION — 648.88' (PLAT) 30.00' (PLAT) i— LLJ } W 3 LOT 45 elf Ul = Wo Of 00 0 a a Lii o W N a 'q: Q a Wco WOD v DECK L0 Lo 5.2 .. t7 II 12.4' n 1.6• M I f• LOT 44 Q II L0 LOT 46 p JY N V) 1O I Zp Q QWOOD W /DECK r WS 5 < j w I o 0 t- p / c I � Lo �? 3 O] ( A. i O m Z00 4 a N N Z w 14.7' 0.1� .• zo 00 '10.6' 00 7-3 �• X03;� S � M i• .4y 04• .A a• °• °• L.4' SET x CUT R=5417.75' L=31.30' FOUND 1/2" IRON PIPE N 03'44'15" iV NO IDENTIFICATION N 04'55'33 W 1 O( (MEASURED)CORD) SEMINOLE ROAD 30.92' (PLAT) (100.0' I[2 G OF WAY) (CHORD) 1 FrFwn- I .___..__. _.. APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-04 Residential Limited Applications Prescriptive Method C NORTH 12 3 Small Additions,Renovations&Building Systems Compliance with Method C of Sub-Chapter 6 of the Florida Energy Efflclency Code may be demonstrated by the use of form 60OC-04 for additions of 600 square feet or less,she-Installed components of manufactured homes,and renovations to single-and multiple-famlly residences.Alternative methods are provided for additions by use of Form 6DOB-04 or 60OA-04. PROJECT NAME: W CLL-S Ck4L.T. UILDER: AND ADDRESS: 12-1_7 g LIM ,tJ 011-10,j�n PERMI IG CLIMATE OFFICE C i."� :CtA vZONE.- IF-] 2 3 OWNER: w Q `* PERMIT NO.: JURISDICTIONNO.:K101I I U SMALL ADDITIONS TO EXISTING RESIDENCES(600 square feet or less of conditioned area).Prescriptive requirements In Tables 6C-1,6C-2,and 60­3 apply only to the components of the addition,not to the existing building.Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment Is Installed specldeally to serve the addition or is being Installed In conjunction with the addition construction.Components separating unconditioned spaces from conditioned spaces must meetthe prescribed minimum insulation levels.RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building).Prescriptive requirements In Tables 6G1 and 6G2 apply onlyto the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only she-Installed components and features are covered by this form.BUILDING SYSTEMS.Comply when complete new system Is installed. Please Print CK 1. Renovation,Addition,New System or Manufactured Home 1. (Q 1 1 2. Single-family detached or Multiple-family attached 2. Sf %'-CrA►►�,�. 3. If Multiple-family-No.of units covered by this submission 3. . 3S 4. Conditioned floor area(sq.ft.) a4 S. Predominant save overhang(ft.) e. Glass type and area: Single Pane Double Pane a.Clear glass Ga, sq.ft.5_r- _sq.ft. b.Tint,film or solar screen ✓ 6b. sq.ft. sq ft w' 7. Percentage of glass to floor area 7. % S. Floor type and insulation: a.Slab-on-grade(R-value) 8a R= lin.ft. b.Wood,raised(R-value) 8b. R_ .._ 2�5 sq.ft. c.Wood,common(R-value) Be. R= sq.ft. d.Concrete,raised(R-value) 8d. R= sq.ft. e.Concrete,common(R-value) Be. R= sq.ft. 9. Wall type and insulation: a. Exterior: 1. Masonry(Insulation R-value) 9a-1 R- sq,ft. 2. Wood frame(Insulation R-value) 9a-2 R=� sq.ft. b. Adjacent: 1. Masonry(Insulation R-value) 9b-1 R= sq.ft. 2. Wood frame(Insulation Il-value) 916-2 R= sq.ft, c. Marriage Walls of Multiple Units*(Yes/No) gc 10. Ceiling type and insulation: a.Under attic(Insulation R-value) 10s. R=3D S 5�s sq,ft, b.Single assembly(Insulation R-value) 10b. R= sq.ft. 11. Cooling system* 11 Type: (Types:central,room unit,package terminal A.C.,gas,existing,none) SEER/EER:E*iS�3 12. Heating system* 12, Type., (Types:heat pump,elec.strip,natural gas,LP-gas,gas h.p.,room or PTAC HSPF/COP/AFUE: existing,none) 13. Air distribution system* a.Backflow damper or single package systems*(Yes/No) 13a. b.Ducts on marriage walls adequately sealed*(Yes/No) 13b. 14. Hot water system: 14. Type: �VR (Types:elec.,natural gas,other,existing,none) EF: *Pertains to manufactured homes with site-installed components. I hereby certify thatthe plans and specifications covered by the calculation are In compliance with Review of plans and specifications covered by this calculation Indicates compliance with the Florida the Rorlds Energy\Code. Energy Code,Before construction is completed,this building will be Inspected for compliance in PREPARED BY: DA \x\ accordance with Section 553.806,F.S. Z I hereby certify that this building Is In compliance with the Florida Energy Code: BUILDING OFFICIAL: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE-BUILDING 13-D.33 APPENDIX 13-D Climate Zones 1,2,3 TABLE BC-1:PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITiONS(600 Sq.R.and Leas),RENOVATIONS TO EXISTING BUILDINGS AND SiTE-INSTALLED COMPONENTS OF MANUFACTURED HOMES COMPONENT MINIMUM INSULATION MINIMUM INSTALLED INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete Stock R-7 GX�rj N Frame,2'x 4' R-11 z Central A/C -Sp?A SEER=10.0 SEER= a Frame,2'x 6' R-19 O Single Pkg. SEER=9.7 SEER= 3 Common,Frame R-11 o Room unit or PTAC EER =85• EER Common,Masonry R-3 U Under Attic R-30 Electric Resistance ANY Single Assembly-,Enclosed O � Z Hest pump-Split HSPF=6.8 HSPF= z Frame R-19 F -Single Pkg. HSPF=6.6 HSPF= Metal Pens R-13 Room unit or PTHP COP=2.T HSPF/COP= U Single Assembly;Open R-10 = Common,Frame R-11 Lu Gas,natural or propane AFUE=.78 AFUE cn i Fuel Oil AFUE=78 AFUE= Slab-on No Minimum rq g Raised Wood R-19 Raised Concrete R-7 y� ~O u Common,Frame R-11 w Electric Resistance EF=.92 EF=_-_ Gas;natural or LP EF=.59 EF= In unconditioned space R-8 =3 Fuel Oil EF=.54 EF= o In conditioned space No minimum TABLE 6C-2:PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY See Table 13-607.1.ABC.3.2 and 13-608.1.ABC.3.2 Maximum Percentage glass to floor area allowed is selected by type,overhang length,and solar heat gain coeffideQd.Maximum%='2p Installed% GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC V-.87 0'-.78 2'-.87 V-.78 NOT 2'-.78 NOT ALLOWED 3'-.78 0'-.75 1'-.75 0'-.61 ALLOWED V-.61 2'-.61 0'-.57 U-.44 1'-.44 Get certHied SHGC from the manufacturer or use defaults:Single clear SHGC=.75,double clear SHGC=.66,and single tint SHGC=.64 TABLE BC-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 To be caulked,gasketed,weather-stripped or otherwise sealed. Exterior Windows&Doors ODS.1 Max.0.3 cfMsq.ft.window area:.5 ctm/sq.ft.door area_ Sole&Top Plates 606.1 Sale plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed). Multistory Houses 608.1 Air bonier on perimeter of floor cavity between floors. 1 Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air,except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked circuit breaker electric or cutoff(gas)must be provided.External or bullt-In heat trap required for vertical pipe risers. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Noncommercial pools must have a pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Not Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more then 2.5 gallons per minute at 80 psig. HVAC Duct Construction, 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated Insulation&Installation and Installed in accordance with the criteria of Section 610.1.Ducts In attics must be insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 611,1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed.All R-values and efficiencies Installed must meet or exceed the minimum values listed.Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY.Determine the percentage of new glass to conditioned floor area In the addition as follows.Total the areas of all glass windows,sliding glass doors and glass door panels.Double the area of all nonvertical roof glass and add it to the previous total.When glass in existing exterior wails Is 176119 removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area.Divide the adjusted glass area total by the conditioned floor area of the addition.MUM*by 100 to get the percent Find the largest glass percentage under which your calculated pemerttage falls on Table 613.2.Prescrlptives are given by the type of glass(single or double pane)and the overhang(OHI)paired with a solar heat gain coefficient(SHGC).For a given glass type and overhang,the minimum solar heat gain coefficient allowed is specified.Actual glass windows and doors previously in the exterior walls of the house and being reinstalled In the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table BC-2.All new glass In the addition must meet the requirement for one of the options In the glass percentage category you Indicated.The overhang(OH)distance Is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY.Replacement glass needs to meet the following requirements.Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2-foot overhang and whose lowest edge does not extend further than 8 feet from the overhang.Glass areas being renovated that do not meet this criteria must be either single-pane vnW,double-pane clear or double-pane tinted. 4. BUILDING SYSTEMS.Comply when new system Is installed for system Installed. S. Complete the Information requc3ted on the top Dan of page 1. B Read"Mlnimum Requirements for Small Additions and Renovations;Table 6C-3,and check all applicable items. 7. Read,sign and date the"Owner/Agent"certification statement on page 1. 13-D.34 FLORIDA BUILDING CODE-BUILDING RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 3/2/06 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystemsegmail.com Project • • For: Wells addition 1757 Seminole Rd, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 7571 Btuh Structure 6518 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 7571 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 6323 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 230 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1040 Btuh Area (ft') 355 355 Total latent equip. load 1270 Btuh Volume(ft') 2840 2840 Air changes/hour 1.20 0.50 Total equipment load 7593 Btuh Equiv. AVF (cfm) 57 24 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 312 cfm Actual cooling fan 312 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 84 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrmgtitsoft Right-Suite Residential—5.0.66 RSR29784 2006-Mar-03 08:20:21 ACCA C:\Documents and Settings\customer\My Documents\Wrightsoft\Wells add 1757 Seminole Rd Jax BCh.rsr Page 1 PAGE 1 Date : 02/16/2006 STORM-PRUF/BER-SHEL INC LOG # : QR042F TRUSS TAKE-OFF JOB # : Salesman: SAMPLE SALESMAN Pitch: FL /12 Customer: Ber-Shel Inc. Job Name : Address : Wells Resd Address : 1757 Seminole Rd Designer : RON Jacksonville , Duval --- - Floor ---- ----------- -------------- I Left I Right I QtYI Span I O. H. I O. H . I Description --------- I ------------ -------------- I I I ** I-Joist's ** ---------------------- 10118 I I ( Fl WI60 - 11 7/8" x 2.5" i I I I I I 1 I I I ** Rim Board ** 5112 I I Ill 7/8" Fiber Strong @ 1.25" I I I I I I I 0 - Trusses ---------------#-of-Hardware------------------------------- 0 - Piggy' s 10 - # of I-Joist 0 - Jacks --- 0 - # of Beams ---------------- 5 - # of Rim Board 0 - Total Trusses Y - PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 REACTIONS i PLATE TRUSSES or CoOe MARK PRODUCT 1 Page I FLOOR 1 ROOF UPLIFT HEADER JOIST ! TYPE NOTES IHUS26 ! 511 2565 1 3205 1550 I (14)16d (6)160 TRUSS E IHUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C IHGUS28-2 105' 6805 1 7925 3220 (36)16d I (12)160 TRUSS 2 Ply Truss D IHGUS28-3 1051 6805 7925 ! 3220 (361160 (12)160 TRUSS 3 Ply Truss E ;SUUR 26 67' 800 !, 1000 765 1 (6)160 (6)100x1.5 TRUSS I Skewec 45' EGF U SUR 210 671 1330 1 1660 1250 ; (10)16d (10)10dxl.5 TRUSS Skewed 45' LSSU210 64, 1110 1390 875 (10)10(1 (7)10ox1.5 ( TRUSS Sloped -varies G LSSU210 641 995 1205 785 (9110d (7)10dx1.5 TRUSS Skewed-varies H 1THJA26 112; 2680 1 3265 960 (20)160 (6)HJ(4)EJ 10dxl.5� TRUSS I Hio Jack&Enc jack THA422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 I THA422 Max 661 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 661 1635 1635 - (2)16d Tot±�:±(66)16d )16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 (22)160 SYS 42 Inverted Flange K ITHA422 L/R Min 66 1090 1090 - (6)100 (3)1 0dx1.5 SYS 42 Skewed 45' K THA422 UR Max 661 1416 1675 310 (16)10d (3)10dxl.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 - (2 10d Top (4)10d SYS 42 Skewed 45' 9-12"FL L SUUR 410 67 1860 2330 1275 (1 4)16d 6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped -vanes M LSSU410 64 1625 1625 1150 14)160 12 10dxl.5 SYS 42 Skewed-vanes N HUT312 731 1110 1390 255 (10)1 Od (2)10dx1.5 I-JOIST Face Mount 2.5" !E111 HU312-2 74 2145 2680 1085 (16)16d 6)10d I-JOIST 2 PI Face Mount 12 74 1110 1390 255 10)100 2)10dx1.5 I-JOIST Face Mount 3.5" 16 861 2400 - - (6)16d (2)10dx1.5 I-JOIST Top Mount 2.5" R SUUR 310 67 1860 2330 765 (14)16d (6)1 0dx1.5 I-JOIST Skewed 45' S SULIR 314 67 2395 2500 1150 (1 8)16d 8)100x1.5 I-JOIST Skewed 45' T LSSUH310 641 2295 2295 1150 (1 8)16d 12 10dxl.5 I-JOIST Sloped-vanes T LSSUH310 654 J 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-vanes U HU11 Min 75 2950 3685 865 (22)160 6 10dxl.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 30)160 1010dxl.5 1 PLY LVL Max. Load V HGUS48 751 6805 7925 3220 (36)1 Gd 12 16d 2 PLY LVL W HGUS412 751 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X IHGUS412 L 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75,1611 5035 5035 2028 (56)160 (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 (16)16d (6)1 Od 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 761 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 76� 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 JH165S 138 - - 1470 10 10d x 1.5 2 10dxl.5 Tie Down Short UL2 IH16 138 - - 1470 10)10d x 1.5 2 10dxl.5 Tie Down Lon UL3 H16-2 138 1470 (10)10d x 1.5 2)10dxl.5 Tie Down 2 Ply Truss UL4 jMTS12 139 1000 (7)10dx1.5 7 10dxl.5 Tie Down Twist Strap 12" UL5 IHTS20 139 1450 (12)10dxl.5 12 10dxl.5 Tie Down Twist Strap 20" UL6 IMSTA36 131 1 2050 (13)100 (13)1 Od Tie Down Flat Strap 36" UL7 MGT 1126,1411 - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 U1-8 1PHD5 26 - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 4685 Threaded Rod Tie Down TSB2-24 120 4)10dxI.5 Brace Truss Spacer C - ' i M� 7 CD 7 W ag W x • 3l 3 O N �- Fl ; cc) N �- (10) - W- A W 0— mo 0 0� 3 V J CD N f5 . 6.. .,- 17 . ,x .. co D J (D 0- w 3 � CD -DF- L C-- :1D I FTI I-" O O z r mIDnc mr Z C zoo � (D (no cn — � � m -4 N o �:o (n cn -6 o O (D (D - m (D O_ O (D C� — co �- — (D G) m ry CD �:u O 0- C 0� � 0 H H n fV W1 60 and W1 80 THE NEW WI SERIES JOIST is the SOLID SAWN WIDE FLANGE CHOICE! 21/2" and 31/2" Lumber Flange with FiberStrong® OSB Web t t • t An advanced pre-engineered wood product which utilizes Georgia-Pacific's technological expertise in i r t • t - wood fiber, resins, and adhesives. Georgia-Pacific Engineered Wood Products are delivered from the forest to our mills and to you through our nationwide distribution system. 40 PSF Live Load + 10 PSF Dead Load Improved Performance (L/480) Joist Joist Spacing(Simle Span) Spacing(Multile Span) ) Depth Series 12"o.c. 16"a.c. 19.2"o.c. 24"o.c. 12"o.c. 16"a.c. 19.2"o.c. 24"o.c. 113/8" WI 60 22'-08" 20'-08" 19'-06" 18'-03" 24'-08" 22'-06" 21'-02" 19'-01" 1 t 14" WI 60 25'-09" 23'-06" 22'-02" 20'-09" 28'-01" 25'-07" 23'-08" 19'-09" 16" WI 60 28'-07" 26'-01" 24'-07" 23'-00" 31'-02" 28'-01" 24'-09" 19'-09" 16" WI 80 31'-04" 28'-06" 26'-11" 25'-01" 34'-02" 31'-01" 29'-03" 23'-11" For shipping weights contact Georgia-Pacific. _ NOTES: 2'h"WI 60—� t 1.These span charts are based on uniform loads,as noted above; 1'/V"2 x10 live load deflection is limited to U480 for better performance. Floor performance is greatly influenced by the stiffness of the t floor joists.Experience has shown that joists designed to the t , code minimum live load deflection(U360)will result in a floor which may not meet the expectations of some end users.G-P I f strongly recommends floor spans for Wood I Beam joists be , limited to those given above.which are based on U480 live load deflection.(One-third stiffer than required by code.) \ 2. Spans are clear distances between supports,and are based on composite action with glued-nailed APA Rated Sheathing or Sturd-I-Floor of minimum thickness 19/i'(40/20 or 20 oc)for 21/z"or 31/2"x 11/2' joist spacing of 19.2"or less,or Z1/Z'(48/24 or 24 oc)for a joist Solid Lumber spacing of 24".Adhesive must meet APA AFG-01.If sheathing is Flange nailed only(not recommended),reduce spans by 12:' 3. Minimum end bearing length is 1%:'Minimum intermediate FiberStrong® bearing length is 3'/::' 4. End spans of multiple-span joists must be at least 40%of the OSB Web adjacent span. \ 5. For loading other than that shown above,refer to Uniform Load Tables,use G-P FASTBeamO selection software,or contact G-P Engineered Lumber Technical Services. 6. Not all products are available at all distribution centers; contact G-P for availability. 'See complete Warranty for terms,conditions and limitations from: . Georgia-Pacific Corporation,133 Peachtree Street,Atlanta,GA 30303. 21/2"or 31/2"x 11/2" Solid Lumber Flange WOOD BEAM® -- - I I L U M B E R http://Www.gp.com/build/englumber ' 0 0 HOLE LOCATION FOR MULTIPLE SPAN JOISTS Do not drill or cut flanges. o O chart See chart E dimension --�; :—note#4—r; '.—dimension� Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2-6 equals 2'-611) Joist Joist Circular Hole Diameter Depth Span 2" 3" 4" 5" 6%" 7" 8" 8'/," 9" 10" 10%!' 11" 12" 123?' 10' 0-6 1-0 1-6 2-6 3-6 11 12' 0-6 1-6 2-6 3-6 5-0 14' 2-0 3-0 4-0 5-0 6-0 9/z" 16' 2-0 3-0 4-0 5-0 6-6 18' 2-0 3-0 4-0 5-6 7-0 20' 1-0 2-6 4-0 5-6 7-6 a 12' 0-6 1-0 1-0 1-6 2-6 3-0 4-0 4-6 14' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 16' 0-6 1-6 2-6 3-6 5-0 5-6 6-6 7-0 aQ� 18' 2-0 3-0 4-0 5-0 6-0 7-0 8-0 8-6 111/811 20' 2-0 3-0 4-0 5-0 6-6 7-0 8-0 9-0 22' 2-0 3-6 4-6 5-6 7-6 8-0 9-6 10-6 24' 2-6 4-0 5-0 6-0 8-0 8-6 10-0 11-0 26' 1-6 3-0 4-0 5-6 7-6 8-6 10-0 11-0 28' 0-6 1-0 2-0 4-0 6-6 7-6 9-6 11-0 Example below 12' 0-6 1-0 1-0 1-6 1-6 1-6 1-6 2-6 2-6 3-6 4-6 14' 0-6 1-0 1-0 1-6 1-6 2-0 3-0 3-6 4-0 5-0 6-0 - 16 0-6 1-0 1-0 1-6 2-6 3-0 4-0 5-0 5-0 6-0 7-0 18' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 6-6 7-6 8-6 v 20' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 6-6 7-6 8-6 14" 22' 0-6 1-0 1-6 2-6 4-0 5-0 6-6 7-6 7-6 9-0 10-0 24' 0-6 1-6 2-6 4-0 5-6 6-6 7-6 8-6 9-0 10-0 11-6 26'_ 0-6 2-0 3-0 4-6 6-0 7-0 8-6 9-0 9-6 11-0 12-0 . 28' 0-6 1-0 2-6 4-0 6-0 7-0 8-6 9-6 10-0 11-6 13-0 30' 0-6 1-0 1-0 1-6 3-6 4-6 6-6 8-0 9-0 11-0 12-6 32' 0-6 1-0 1-0 1-6 4-0 5-0 7-6 8-6 9-6 11-6 13-0 14' 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-0 3-0 3-6 4-0 5-0 6-0 16' 0-6 1-0 1-0 1-6 1-6 1-6 2-0 3-0 3-0 4-0 5-0 5-0 6-0 7-0 18' 0-6 1-0 1-0 1-6 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6 20' 0-6 1-0 1-0 1-6 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6 16" 22' 0-6 1-0 1-0 1-6 1-6 2-6 4-0 4-0 5-0 6-6 7-6 7-6 9-0 10-0 24' 0-6 1-0 1-0 1-6 3-0 3-6 5-0 6-0 6-6 7-6 8-6 9-0 10-0 11-6 26' 0-6 1-0 1-0 1-6 3-6 4-6 5-6 6-6 7-0 8-0 9-0 9-6 10-6 12-0 28' 0-6 1-0 1-0 1-6 3-0 4-0 5-6 6-6 7-0 8-6 9-6 10-0 11-6 13-0 30' 0-6 1-0 1-0 2-0 4-0 5-0 6-6 8-0 8-0 10-0 11-0 11-6 13-0 14-6 32' 0-6 1-0 1-0 1-6 1-6 1-6 4-0 5-0 6-0 8-0 9-6 10-0 12-0 13-6 34' 0-6 1-0 1-0 1-6 1-6 3-0 5-0 6-6 7-0 9-0 11-0 11-0 13-0 15-0 NOTES: 5.For joists with more than one span, use the longest span to determine hole 1.Hole locations are based on worst case of simple and multiple span location in either span. conditions with uniform floor loads of 40 PSF live load and 10 or 20 PSF EXAMPLE: dead load,spans from pages 6 or 8. Determine the allowable location of a 9"round hole in a 14"deep joist which ' .A 1%"hole may be placed anywhere in the web of the joist. has multiple spans of 16'and 20'. 3.The longest side of a rectangular hole shall not exceed three-fourths the Enter the chart in the left column and find 14"joist depth,move to the right allowable round hole diameter and find 20' in the joist span column and move across the chart to intersect 4.For multiple holes:The clear distance between the holes must equal or the 9"round hole column.The nearest allowable location to either bearing is exceed twice the diameter of the largest hole,or twice the longest side 6-6 or 6'-6" of a rectangular hole. HOLE LOCATION FOR SIMPLE SPAN JOISTS Do not drill or cut flanges. chart See chart dimension �; : —note#4—� ;E—dimension—. Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2-6 equals 2'-6"). Joist Joist Circular Hole Diameter Depth Span 2" 3" 4" 5" 6A" 7" 8" 8'/z' 9" 10" 10%" 11" 12" 123:" 10' 0-6 0-6 1-0 1-0 2-0 12' 0-6 0-6 1-0 2-0 3-0 9%Z' 14' 0-6 1-0 2-0 3-0 4-0 16' 1-6 2-0 3-0 4-0 5-0 18' 0-6 1-6 3-0 4-0 5-0 20' 0-6 0-6 1-0 2-0 3-6 a 12' 0-6 0-6 1-0 1-0 1-0 1-6 2-6 3-0 14' 0 6 0 6 1 0 1-0 1-6 2-6 3-6 4-0 16' 0-6 0-6 1-0 1-6 2-6 3-6 4-6 5-0 w`Q` 11%" 18' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 20' 1-0 2-0 2-6 3-6 4-6 5-6 6-6 7-0 22 0-6 0-6 2-0 3-0 4-6 5-6 6-6 7-6 24' 0-6 0-6 1-0 2-6 4-0 5-6 6-6 7-6 Example below 26' 0-6 0-6 1-0 1-0 2-0 4-0 6-0 7-0 10' 0-6 0-6 1-0 1-0 1-0_ 1.6 1-6 1-6 1-6 2-0 2-0 12' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-6 3-0 14' 0 6 0-61 1 1-0 1-0 1-0 1-6 1-6 2-0 2-6 3-6 4-0 16' 0-6 0-6 1-0 1-0 1-0 1-6 2-6 3-0 3-6 4-6 5-0 18' 0-6 0-6 1-0 1-0 1-0 2-0 3-6 4-0 4-6 5-6 6-0 14" 20' 0-6 0-6 1-0 1-0 2-0 3-0 4-6 5-0 5-6 6-6 7-0 22' 0-6 0-6 1-0 2-0 3-0 4-0 5-6 6-0 6-6 7-6 80 24' 0-6 1-0 2-0 3-0 4-0 5-0 6-6 7-0 7-6 8-6 9-0 26' 0-6 0-6 1-0 2-0 3-0 4.6 5-6 6-6 7-0 8-6 9-0 28' 0-6 0-6 1-0 1-0 1-0 1-6 2-0 3-6 4-0 6-0 8-0 30' 0-6 0-6 1-0 1-0 1-0 1-6 3-0 4-6 5-0 7-0 9-0 14' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-0 2-0 2-0 3-6 4-0 16' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-0 3-0 3-0 4-6 5-0 18' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 2-0 2-0 3-0 4-0 4-0 5-6 6-0 20' 0-6 0-6 1-0 1-0 1-0 1-6 2-0 3-0 3-0 4-0 5-0 5-0 6-6 7-0 16" 22' 0-6 0-6 1-0 1-0 1-0 2-0 3-0 4-0 4-0 5-0 6-0 6-0 7-6 8-0 24' 0-6 0-6 1-0 1-0 2-0 3-0 4-0 5-0 5-0 6-0 7-0 7-0 8-6 9-0 26' 0-6 0-6 1-0 2-0 3-0 4-0 5-0 6-0 6-0 7-0 8-0 8-0 9-6 10-0 28' 0-6 0-6 1-0 1-0 1-6 3-0 4-0 5-0 5-6 6-6 7-6 8-0 9-0 10-0 30' 0-6 0-6 1-0 1-0 1-0 1-6 3-0 4-0 4-6 6-0 7-6 7-6 9-0 10-6 32' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 2-0 4-0 5-6 6-0 8-0 9-6 NOTES: EXAMPLE: 1. Hole locations are based on Simple Span joists with uniform floor loads of Determine the allowable location of a 9"round hole in a 14"deep joist which 40 PSF live load and 10 or 20 PSF dead load,spans from pages 6 or 8. spans 20'. 2.A 1%"hole may be placed anywhere in the web of the joist. Enter the chart in the left column and find 14"joist depth,move to the right 3.The longest side of a rectangular hole shall not exceed three-fourths the and find 20' in the joist span column and move across the chart to intersect allowable round hole diameter. the 9"round hole column.The nearest allowable location to either bearing is 4.For multiple holes:The clear distance between the holes must equal or 5-6 or 5'-6". ) exceed twice the diameter of the largest hole,or twice the longest side of a rectangular hole. INSTALLATION DO'S AND DON'TS DO NOT DO Do not cut or notch flanges (except birdsmouth cuts in roof details R4 8 R6.) Ns yr,, DO NOT DO Dc not violate hale char)rules. �--(Refer to hole charts) 001 DO NOTDO Do not birdsmouth cut bottom flange �-� at high end of rafter. �,,� Continuous wedge or sryti iz _ " approved fastener Support beam Support beam Wood IBeam Wood I Beam (Refer to detail R2.) DO NOT DO or DO •t V 11 .• ;J• j.•J• Rim r Hanger • Do not hang Wood I Beam joist by top flange or web. Board DO NOT DO or DO Rafter Pa�at Extend floor sheathing 9a to outside face of wall. Do not bevel cut joist beyond inside face of wall. Wood I Beam blocking or FiberStrong® rim board required at bearing for lateral support Hanger ALLOWABLE HOLES FOR UNIFORMLY LOADED BEAMS 8"(min.)spacing between holes,typical. G-P Lam®LVL or Maximum of three Glulam beam 1 holes per span. 1 14 +I 1"maximum round hole(s) O OO O O O O UOO .a ►I,r ► 1/3 span middle 1/3 span 1/3 span O NOTES 1.Hole(s)must be located at mid-depth and within the middle 1/3 span. 2.1"maximum round hole diameter.No rectangular holes are allowed. 3.Use a minimum 8"spacing between holes and no more than three holes per span. 4.Chart is valid for single and multiple span uniformly loaded beams only.Chart is not valid for cantilever sections. 5.Minimum beam depth of 9'/.". z: I £, F Do not notch,drill or cut G-P Lam®LVL except as shown in this publication. VJ PAGE 1 Date : 02/04/2006 STORM-PRUF/BER-SHEL INC LOG # : QR042 TRUSS TARE-OFF JOB # : Salesman : SAMPLE SALESMAN Pitch: 4 /12 Customer : Ber-Shel Inc. Job Name : Wells Resd Address : Address : 1757 Seminole Rd Jacksonville , Duval Designer : RON Roof ----------------------------------------------------- I I Left I Right I Qty1 Span I O . H. I O. H . I Description ------------------------------------------- 1117 '4" 12 ' 12 ' IT1 7 'SB Hips 511714" 12 ' 12' IT2 Common I 1 1 411 ' 12 ' 10 ' Iii 1 ' CJ 2L 2R 4 1 3 1 121 101 I J2 3' CJ 2L 2R 4 1 5 1 121 1 0 ' 1 ,73 5' CJ 2L 2R 317 ' 12' 10 ' IJ4 7 ' EJ NC 219'10"1 12191,15 10 ' IJ5 7 ' HJ D 45 ' ---------------------------------------------------- 6 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy ' s 17 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 24 - Total Trusses Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page 1 of 1 Document ID:ISVR 151-Z 1024084908 Truss Fabricator: Job Identification: QR042-Wells Resd -- 1757 Seminole Rd Truss Count: 7 Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Versi on 7.24. -f Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof 47.0 PSF @ 1.25 Duration Floor N/A ` Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Sea:Date:03/24/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 Arthur R.Fisher Florida License Number:59687 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. . Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: Ref Description Drawing# Date 1 03152--T1 7'SB Hips 06083007 03/24/06 2 03753--T2 Common 06083002 03/24/06 3 03754-J1 1' CJ 06083001 03/24/06 4 03755-J2 3' CJ 06083003 03/24/06 5 03756-J3 5' CJ 06083004 03/24/06 6 03757-J4 7' EJ 06083005 03/24/06 7 03758-J5 7' HJ 06083006 03/24/06 G.M. HILL ENGINEERING, INC SHOP DRAWING SUBMITTAL 303 CleanwaW Drivaa•Pon#e Vedra P4;k:I,FL 3?W2 W4.280.8241 NO TAKLVI B MAC '; :t t%TlONS NOTED 6 RE'%f'=�•1 AND RESUBMIT APPR,OVA- IS FOR GENERAL AR'RiA. -Lr'AE NT ON WY ANC DOES NOT RELIVE SUPP & OF?SUB- CONTRACTOR FROM HIS RESPONSIBILITY FOR QUANTITIES, D€MENSIONS AND COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 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MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ WELLS, VELDA DONOVAN HEATING & AIR 1757 SEMINOLE ROAD 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------- ----------------------- ------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 11061K _.� BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION v Date: Owner of PropeLtY: Job Address: 1 EVV\ (F- CZo a� _ boNY contractor: a to perform xid work in t given for doingthe wont as dcsaibcd in the about yatcmcnt we 6ucby PJeC In wiisidet�loon of Psi gl huco(and in accordance with the Ciry of Atlantic Bach accordance with the attacof plans and c 14md i- which arc a pan ordinances and atandarsis o! ood 'ce listed Uicrcin. III, GENERAL INFORMATION B Typo of heating fuel: is OTHER CONSTRUCTION BEING DONE ON THIS A a Electric Central-Utility BUILDING OR SITE7 ❑ Gas: —LP OF CONSTRUCTION —Natural — Cl Oil IF YDS,GIS NUI HI ❑ Other-Specify PERMIT NATURE OF WORK Comme-1 IV. TO BE Rclidcatial or -- MECHANICAL EQUIPMENTNew Building INSTALLED form) ❑ Existing Building (Provi eomptac list Of compo tacit of this Re 'Placement of existing rystcrtt installed) V Ccaval _Floor ❑ New latioo(No system pce�ous� f Haat _Space —Reim ✓ Central ❑ New Instal stem IP- Air Conditioning ❑ Extension or add-on to Cu3tiag sy ❑ Dud SYstem: Matuial�--�' c(m O OUnu-specify Maximum Capacity ❑ Re6iguationUSE ONLY mit 0 Coo4 g tower. Capacity THIS SPACE FOR OFFICE 0 Filc iprinUcrz: Number of beads (llutnber) (Received) pytnliR� °f—m- ❑ Elevator: _ (Nurrbrt) ❑ Gasoline pumps rRcmarka C3 Tanks � (Nurober) Date__�� ❑ LPG containers Permit APP rovcd by—�- ❑ uufucd prusu=vessel C2 Boilers Permit Fee----- 0 Otho-Specify LIST ALL E UIPMENT TION EQUIPMEN f t„tanuficwa� Capacity Approving AIR CONDITIONING AND R.FRiGERA model Number ons )xacription Number Univ T(Z7 LACES urcr Capacity Approving DATING- ACES,BOu ERS.F[REP Ivtanu>act ArE BT Number Units Description °��u (12/x} ►4 I-t Approving Sural A enc Liquid Mune of No. TANKS Nonti+ml Capacity TYP°1 iq manufacturer tiow Many COntalncd And Dimensions tU,L c Bcack,Florida 32213-5445 1/14/03 g00 Scinlaok Road•A247-58•t5• tt //.+'wN' atl otic-bCacfti� Pboec:(904) 247-5800• F":(904) PSR-3844 , , .. 17445 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH __. PERMIT INFORMATION -- ------ LOCATION INFORMATION ------. rmit Number : 17445 'dress : 1757 SEMINOLE ROAD Permit Type:RE•-ROOF ATLANTIC BEACH , FLORIDA 32233 ass of Work:NEW ------ LEGAL DESCRIPTION ----------- onstr . Type: CONCRETE Block: Lot. : Twp: 0 reposed Use : Section: 0 Subd:O Rng: 0 Dwellings : 0 Subdivision: Est . Value : 0 ..00 aprov . Cost . 21500 , 00 Total Fees : 25 , 00 Amount Paid: ,,,, , , 25 .00 rats paidtl IIs/-1998 - „W3ER INFCRMA'I'F'?!v -- APPLICATION FEES - -__--_ -me: FREDss L R.00FE ERMI't25 .00 Cdr: b "_," SFMT1`IOLE ROAD ATLANTIC,, PEACH . FLORIDA 322:x' ._-ane: t 4fl� )00£x ''0000 ---- CONTRACTOR INFORMATION ,-me, PROPERTY ')W IER Exp ` i "pe' . NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCA aI�OF�R VIOLATION OF APPLICABLE PROVISIONS OF LAW. pa : 11/16/98 01 prceipt: 0011`!92 CHEU0 `' 00100003221000 ATLANTIC BEACH BUILDING DEPARTMENT By: •� C r C tTY OF ATLANTIC E EAC H RCOFiNG PERMIT APPLICATION JOE LOCATION: 7 CDEM I A)o 1E &Z cqi W64 OWNER OF PROPERTY: 4-:�RL O P LA Roc T C^ CONTRACTOR: U)IVLA !/ CONTRACT(DR'S ADDRESS. 7iP. STATE LICENSE NUMBER: TEL=?'~CNE: DESCRIBE WORK TO BE PERFORMED: VALUATION OF PROPOSED CONSTRUC,7nN "-C)0 ,MATERIALS TO BE USED: SIGNATURE OF OWNER: �`J�CL GL /RC1 SIGNATURE OF CONTRACTCR: S'vVCRN TO AND SUESCRISED'EE=ORE ME THIS DAY OF NOTARY PUBLIC Liability Insurance Supplied MY COMMION III M5M1 EXPIRES Wcr<ers Ccmpensancn insurance Suppliec - August 27,2000 1.14;51.' BONDED M TW PAIN INSURANCE,INC. Contractor License Infcrmadcn Supplied Occupatcnai License Infcrmabcn Supplied I CITY OF /*eagrlec Ocala - 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE No. 455-228( 1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT.. PROPERTY OWNER/BUILDER US( OIC��j ADDRESS TELEPHONE (� SWORN TO AND SUBSCRIBED BEFORE ME THIS/6 _F O I cJ NOTARY PUBLIC .."':* MV I �0 CC55 w• �; 1 EXPIRE`.' NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: August 27.200(1 ARE EMPHASIZED BY THE BUILDINGE,INC. „,...... BONDED TWU TROY FAIN INURNNC DEPARTMENT. 9/22/97 CITY OF ATLANTIC BEACH 14 : 17 : 10 CMR007 SPECIAL INVESTIGATION CMN007 COMPLAINT # 6793 COMPLAINT DATE : 97/09/22 ASSIGNED DEPT/DIV: 10 06 PRIORITY CODE : 0 COMPLAINT TIME : 13 : 38 :48 TAKEN BY: KARLGRUN COMPLAINANT: GOULD CHERYL ADDRESS : 1117 ATLANTIC BLVD WATSON REALTY ATLANTIC BEACH FL 00000 PHONE : 904-249-3801 EXT: LOCATION: 1757 SEMINOLE RD ATLANTIC BEACH FL 00000 OWNER: FREDA LAROCHE COMPLAINT DESC: BUILDING IS FULL OF ANTS AND POSSIBLE TERMITES IVADIND HOUSE NEXTDOOR DATE OF INVESTIGATION: 97/09/22 INVESTIGATOR: GRUNEWALD -------------------------- -------------------------------------------------- CONDITIONS FOUND: SOME DETRIATION OF SIDING ON STORAGE UNIT ACTION TAKEN: NONE 9-22-97 BASED UPON MY INVESTIGATION I CAN NOT VERIFY A VIOLATION OF CITY CODE , I CAN ONLY CITE THOSE THINGS COMPLIANCE : THAT I CAN PERSONALY OBSERVE WITHOUT VIOLATING PRIVACY RIGHTS NOTES : P.01 Sep-16-97 04:28P a CODE ENFORCEMENT CITY OF ATLANTIC BEACH COMPLAINT #: COMPLAINT DATE: 9/18/97 ,TIME: 12 : 30 p .m. COMPLAINTANT Watson Property Management (Cheryl Gould) Last First ADDRESS: 1117 ATlantic Blvd . Neptune Beach FL Street City State 32266 _ Zip COMPLAINT TYiM: wood rotting/damaged infested with - carpenter ants which are spreading to our unit . Concern with probable termite infestation and effect it will have on our unit . LOCATION: 1757 Seminole Beach Rd Atlantic Beach, FL 32233 Street City State Zip TELEPHONE #: 246-8604 PROPERTY OWNER: Freda LaRoche COMPLIANCE: DEPT./DIVISIONS: 10 - 6 PRIORITY CODE: TAKEN BY: INVESTIGATION DATE: / / TIME: INVESTIGATOR: DEPT./DIVISIONS: 10 - 6 ACTION TAKEN: COMPLIANCE: LEGAL DESCRIPTION: A t z r ---------------- 10207 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -------- LOCATION INFORMATION Permit Number: 10207 Address -, 1757 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH , FLORIDA 32031 171ass of Work , ADDITION ------- LEGAL DESCRIPTION ----------- ,'on.str . Type: N/A Lot ' Block - Section: Proposed Use : OTHER Township : RN(-',, 0 Dwellings : 0 Code : 0 Subdivision: Estimated Value : SO .00 improv . i s t : $0 ,00 Total Feer ; $25 .00 Amount P a4d: $25 . 00 ILI A rF AND HFILT iTNIT :OWNER INFORMATION APPLICATION FEES Name : FRED: LAF,,Of-HE PERMIT 925 ,00 is 1`15 SEMINOLE ROAD WATFR IMPACT FEE -SO . 00 ATLANT-' 811 tACH , FLORTI, SEWER IXPA!,-T FEE $0-0b WATER Hitlk/TAP so , r)(1 RADON GAS-H.R. S. "ONTRACTCIR !NFORMATTrnNl RADON CAB 5% fin .Name . AIR TAL IMPROVZ ) �',` 17; LEACH B,LV1 SEWER TAP $0 . jAX - Fl- 32246 CROSS CONNECTION S0 .C, License ., MHRR-,'- 34 Type: r SEC H IMPACT FEE Sr CONST. SURCHARGE NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: 9 -26 V9o G, 9 03- AIR ENGINEERS @.'iru2 P BUILDtN ND . ONIN - INSPECTION DIVISION - CITY OF ATLANTIC BEAcH K !TU►trria>3iACH, Ft_oatsaA ss:ss f IT CALL-IN NUMBER YOR MECHANICAL PERM .Ihr;PJRAtVT App(lcant to complete a1l items in secflons !, !!, !!!. and !V. LJCATt'ON Sfnit Add,eU.- '�'� tafinictiag Stieit:; B•txtep \U=' �- EUtL�i . -k C And _ Sab:divisioa !!."lC-:NTIFICA IA:IN TO.b0 cornp!"e#ed by a!1 applicants. I cot{dere#iwt�f yerrr,lfi give# for_dolrg the -Ork as described in fie above 0a'.oment we hgraby agree to perform laid were in accordance Yet: tna:attgfr�pd p:ar+s and.ipaG eations which area part hereof and in accordance with the City of.iaCl[;oAville ordinances and standard f 9«3cl ruct4Ce Usted theraln; . _ .. Nsast of Mead 141 r' . =CorstrAGtar (1'r11Tf Contractors Mister ll+mi`cf - .t. f Sagas •.,of CJrnit Sisnature of of ls. trsar;ed Aysnt ( fE Arah$eet or SLA—I EN 4Engineer I A;.hype of }n IS OTHER CONSTRUCTION 5ESN Oprc�ON THIS BUILDING OR SITE? .G -G4i C! F1a'U I C3 C4atr4i Utility — IF YES, Ga YS NUMBER OF COHSTRUCTIOri PERMIT — 1�r t�UIPMEN M If MSTA= NA WORK} _ _ 1- z {har�de'c4n+pie#r Gstcf COr POAlAti on bids of this form) Resldari;lzl or p Commercial .. .. tlea r'� SF+a A Q Reetu:d-- C7 Ciatral 0 p4w j01 Niew ildinp her Oarsd ,oa,nq ©�_Ream p Grntrel 1=X4' 6uliding = Ovct $yctin#C F.f r,a! ...� jkicfsaeRepla0emont of existing systern i _0 New installation(No System praviously ir.sial!ed; Jl- d_Ra rigwtioa_ - -0. Zdension or Siad-0n to ex[sttrig systdm — _— _ 0 Cooling to,rer Gepawy 9�P C3 othor- SpecUy FIV tprZAUaw. Numbir of isiedr - q`Eiw.€qr p ''ht.ntift [1 `tiicaiator .��..tniirAbir} ( _ Gasaki pgnstx rss:r..lHr THIS S?AeX FOIL OFFICE USE ONLY Rezir#s Q 1<olleri Fermi} AFFroyed Of AiC+fj;_;-:...��_ P4m,it Fes■ -A.0 EQUIPMENT xALR:CO.ND G' MC; A.'W,_RE>=R app LTIQN EQXpX1vT '1,N=1mrValts „ Z?escripti0a ] vcidNsu�abes 3SazwiCiZtTE? (q tCY y Ap - � •�- -rte -_ . `N..:..a,�.. �: ,s..X Lt� --�' - -