Loading...
Permit 200 Belvedere Street City of Atlantic Beach Building Department De artment r}° Certif cate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: August 18, 2006 Owner: Gpynon, Glenn & Darlene, Eastern Shores Construction Address: 200 Belvedere St, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Residential Permit Number: -31015 STYN MAKOWSKI, C.B.o Building Official LARRY HIGGINS Deputy Building Official Post in a conspicuous space. 9 Baker ENGINLERiNG Baker engineering & Consulting, •P L • &Ce xdr ng STRUCTURAL ENGINEERING SERVICES September 29,2005 Mr. Robert Leinenweber Jacksonville Beach,Florida RE: The Gaynon Residence(Job#05-125) Dear Building Inspector: This letter shall serve as the Engineers' acceptance of the following roof truss up-lift connection revisions: 1. Use (2) Simpson H8 or H2.5A connectors each end of each truss, typical unless noted below. 2. Use(2) Simpson HTS20 strap at middle of support of Truss AO 1. 3. Use(1)Simpson HTS20 strap at middle of support of Truss A02. 4. Use(1) Simpson HTS20 strap at middle of support of Truss A03. 5. Use (2) Simpson HTS20 straps at left end of Truss BO1. Use Simpson HGUS28 Hanger at right end of Truss BO I. 6. Use(1) Simpson HTS20 strap at the left end of Truss B02. 7. Use(2) Simpson HTS20 straps at each end of Truss COI I. 8. Use(2) Simpson HTS20 straps at each end of Truss DO1. 9. Use(2) Simpson HTS20 straps at right end of Truss D04. 10. Use(2) Simpson HTS20 straps at each end of Truss EO 1. 11. Use(1) Simpson HTS20 strap at the left end of Truss EPA. 1628 San Marco Blvd. Suite U Jacksonville, Florida 32207 Phone: 904.398.9837 Fax: 904.398.9838 r Be Baker Engineering & Consultnl!, P.L. STRUCTURAL ENGINEERING SERVICES 12. Use(2) Simpson HTS20 straps at each end of Truss GO I. 13. Use(2) Simpson HTS20 straps at each end of Truss G03. 14. Use(2) Simpson HTS20 straps at each end of Truss H03. 15. Use(2) Simpson HTS20 straps at the left end of Truss HPA. Should you have any questions or need additional information, please call me directly at 904- 398-9837. Sincerel �p �L Tamara G.Baker,Ply Structural Engineer FL Cert.No. 60000 1628 San Marco Blvd. Suite 13 Jacksonville, Florida 32207 Phone: 904.398.9837 Fax: 904.398.9838 Graham Shirley From: Graham Shirley Sent: Thursday,August 17, 2006 3:21 PM To: Walker, Chris; Kaluzniak, Donna; Carper, Rick; Nodine, Phil; Deming, James Subject: RE: FINAL CO INSPECTION Eastern shores can be reached at 545 7878 From: Walker,Chris Sent: Thursday,August 17,2006 2:22 PM To: Graham Shirley Subject: RE: FINAL CO INSPECTION The plumber needs to install an RT-1 box over the clean out at the property line. I called the number below and it has been disconnected. From: Graham Shirley Sent: Thursday,August 17,2006 10:27 AM To: Kaluzniak,Donna;Carper,Rick; Deming,James; Nodine,Phil; Walker,Chris Cc: Brugman Kerri; Matthews,Carlene;Lanier,Joyce Subject: FINAL CO INSPECTION Eastern Shores construction has requested final co inspection permit#05 31228 200 Belvedere St 8.17.06 They can be reached at 246 6056 Shirley 1 Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: JT Contractor Name: ��T �'!t/ Permit#: Property Address: Legal Description, Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: 0 Single-Family Residence ❑ Commercial. ❑ Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire-ow.. Public Works 8 /�, p(� �'—� ^a L g'o Public Utilities Planning Dept. Building Dept. Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid I Yes 0 No Graham Shirley From: Graham Shirley Sent: Thursday, August 17, 2006 10:27 AM To: Kaluzniak, Donna; Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris Cc: Brugman Kerri; Matthews, Carlene; Lanier, Joyce Subject: FINAL CO INSPECTION Eastern Shores construction has requested final co inspection permit#05 31228 200 Belvedere St 8.17.06 They can be reached at 246 6056 Shirley i Graham Shirley From: Walker, Chris Sent: Thursday,August 17, 2006 2:22 PM To: Graham Shirley Subject: RE: FINAL CO INSPECTION The plumber needs to install an RT-1 box over the clean out at the property line. I called the number below and it has been disconnected. From: Graham Shirley Sent: Thursday,August 17,2006 10:27 AM To: Kaiuzniak,Donna;Carper,Rick; Deming,James; Nodine,Phil; Walker,Chris Cc: Brugman Kerri;Matthews,Carlene; Lanier,Joyce Subject: FINAL CO INSPECTION Eastern Shores construction has requested final co inspection permit#05 31228 200 Belvedere St 8.17.06 They can be reached at 246 6056 Shirley 1 b HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Aug 17 2006 3:01 PM Last Transaction Date Time Type Identification Duration Pages Result Aug 17 3:01 PM Fax Sent 93989838 0:31 1 OK Graham Shirley From: Waitoar.Chris TSOrftAugust 17.2006 2:22 PM Bubb Mt: RE:FINAL CO INSPECTION The plumber needs to insticll an RT-1 box over the clean out at the property line.1 Called the number below and it has been disconnected. Frwn: Grahwn 9*Wy 'AMM= 7krsdy.Aught 17,200610.27 AM TW. KdanWr.Donna:Carer,Rldc;OeMMmg,Jame;;frock*,PM;1W41w,an 4 8 "A McWcewr.C MM,t.arwr,JoKe sufajem RML Co 1fGM-n0fr Eastern Shores oonWuctlon has requestod fool co Inspection permit 0 05 31220 200 8elvedom St 8.17.06 Whey can be-sad ad at 246 6056 Shatey . ,�a...cc•,ye.� r0..:-4- �'�s -7'�'�� a IDPAS UOPWmDul dtoeo 90 LL env I,/i, 06ed `-WdWC 9o-LL-6ntl `•BB86-86c-b06 `336 :48 lueS MAP SHOWING SURVEY OF PART OF LOTS 452 AND 453, TOGETHER WITH A PART OF DAVID STREET (FORMERLY PARK AVENUE, AS CLOSED BY ATLANTIC BEACH CITY ORDINANCE 65-76-1), ALL AS SHOWN ON PLAT OF SECTION NO. 1 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHEASTERLY CORNER OF SAID LOT 452, THENCE SOUTH 22'32'00" WEST, ALONG A SOUTHERLY PROJECTION OF THE WESTERLY RIGHT OF WAY LINE OF BELVEDERE STREET ( A 50 FOOT RIGHT OF WAY AS NOW ESTABLISHED), A DISTANCE OF 75.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 22'32'00" WEST, ALONG SAID SOUTHERLY PROJECTION, A DISTANCE OF 55.00 FEET TO THE NORTHERLY LINE OF THE SOUTH 20 FEET OF AFOREMENTIONED DAVID STREET; THENCE NORTH 67'28'00" WEST, ALONG LAST SAID NORTHERLY LINE, A DISTANCE OF 100.00 FEET TO ITS INTERSECTION WITH A SOUTHERLY PROJECTION OF THE WESTERLY LINE OF SAID LOT 453; THENCE NORTH 22'32'00" EAST, ALONG LAST SAID SOUTHERLY PROJECTION LINE OF LOT 453, A DISTANCE OF 55.00 FEET; THENCE SOUTH 67'28'00" EAST, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. CONTAINING 5500 SQUARE FEET, MORE OR LESS. . DoT \ 4S1 O N � I I COT c) / <oT 2 \ S F11,408 / a SOT O Q� •p, 4S3 \ ���' `OT ?p. s"WO040 �� 4J k1i.t �NpF 28 06,, �O 0. eFRN C 9g 9 3 lv Ar ` 3 \ r Al00 6Cv 1 �2 �• .ry 2AO ° c PgOs \ n/ co ,,4c/ 7" •�� _ 10 RE TVccOR 1' s,s ANN/w�nF S/Q� i }t o.3 'rta o Y FlIVI �Vl-/2 £�F�GgRJUR e �� O o o ?. IS.. aa pow 6F e� 1 J_)8 ti 9v g 8 �y q R Po( CRF acH�F �Q� STRicT/O' mJ BRICK e DRIVEWAY 24.V 2 0 0 0 9.41 39" 8 Q 9.7 p 79-9' O N p x10.4 h .1 0 7 3� 9.8 � 9.1 o" 0 T C oT S�4 RE £ o S�RFFT Er �F A, 9 5 C v r NpR H� S81 /OFN pR F \ F) p,�N° � Q 3p 0 Nt NpM Rq,k,F\ h X 0 FEF £R /62 / V 4C °F o c p fH �pr ,� NoR ti/ EXc•� SSS 3� FpT 00 NOTES: \ FFET F 1. THIS IS A BOUNDARY SURVEY. �p / O 2. BEARINGS ARE BASED ON THE WEST LINE OF BELVEDERE STREET, A\ SET NAIL BEING SOUTH 22"32'00" EAST AS PER PLAT BOOK 35, PAGES 64 AND 64A, T S81 / 3672 DISK 3. NO BUILDING RESTRICTION LINES AS PER PLAT. BUILDING RESTRICTION 1N WOOD LINES SHOWN HEREON PER ENGINEERING PLANS. POWER POLE, 4. REFERENCE BENCHMARK: MAG NAIL IN THE WEST FACE OF WOODEN SITE POWER POLE #401, LOCATED AT THE NORTHWEST CORNER OF THE BENCHMARK INTERSECTION OF PALM AVENUE AND SEMINOLE ROAD, ELEVATION POSTED= ELEVTION=11.10 8.84 NATIONAL GEODETIC VERTICAL DATUM 1929; 5. ALL SPOT ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. c�T / THIS SURVEY WAS MADE FOR THE BENEFIT OF THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA S GLENN GAYNON 2 OUTSIDE THE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED WELLS FARGO HOME MORTGAGE FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120079 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. r NOT VALID WITHOUT THE SIGNATURE AND OONN r BOATWR HT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED _ BOATWRIGHT LAND SURVEYORS INC. DATA DRAWN BY:: CRTT , GUST 3, 2006 FILE: 2006-989 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 REF:CRT2005-1505 ,SS1 CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5R6 Application Number . . . . . 06-00033593 Date 7/28/06 Property Address . . . . . . 200 BELVEDERE ST Tenant nbr, name . . . . . . INSTALL WELL Application description . . . WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ R.J. WELLS 1078 NESTING SWALLOW JACKSONVILLE FL 32235 (904) 221-7988 ---------------------------------------------------------------------------- Permit . . . . . . WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Pian Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 .00 35 . 00 .00 .00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 35 . 00 35.00 . 00 . 00 PERMIT Is APPROVED ONLY IN ACCORDANCE wym ALL Crry OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BOII"ING C©DES CITY OF ATLAI'`OTTIC BEACH 1 Lo Zl_._ - MBE% PERMIT APPLICATION Date: `7 106 Property Address: E IfkJ—)I(_� Owner: Telephone(�LI 11X"1/� Telephone#: Contractor: Telephone#: q6W�a2 7i Contractor Address: Fax#: 3 Contractor Signature: r � - In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type• If other construction is being done on this building or site, 1 'New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http:/liven►w.ci.atlantic-beach.fl.us Devised 1/04 design criteria o 0 roof loading: � 5 top chord live 20 psf �, N top chord dead 7 psf r bottom chord live 10 psf W Z z o o bottom chord dead 5 psf - o0 Lt- ;° _j QV) z > co 120 mph wind loading 0 exposure b w -Y CO U CO LO aCO partial enclosed Z D 6o � z� �O� V-Zw V2' e p2roZONQUNZ" notes Ka NZN 2pNN/1 W aW�y���<¢����N to N; z FFw itz OI typical roof hanger, unless noted otherwise L,ztt : NP'�a71 Z-w"m WZ� WN on plan: simpson HUS26 3WaW� Q � 0-as-Ro3V zoo�-�o Nvz= � �$ first floor wall plate, unless noted otherwise �=0ooO1`i�<w�jOn on plan. 10' 1-1/8" WW4W_No� wNO Ooa NpO NZFN�m Zv=,�= 3m3K=�Nv . 61 chargebacks to be authorized by universal forest products personnel W o mm builder to conv. frame all open areas °O J � a_....�7 U Enpir t7 C> FL G. l�c'� '$zar Q FLcen. NO. indicates porch condition v " J 4 ..+ Q) d indicates vaulted or trey c CJ eiling m � N 1 Q O O w )ii yr )n Or� F J4 >> U d O cn a; a: DRAWN BY: Chan rD HECKED BY: RAWING NUMBER: �3•_y- V) U � p p r- Cr Q I- I" a_ 1 -3 n J U) CV design criteria0 Q >-: M ` w W floor loading: a Z = d o top chord live 40 psf � N s'-o top chord dead 10 psf LA- O lj bottom chord live 0 psf bottom chord dead 5 psf V a- � a e o 120 mph wind loading ,��° o 00 exposure b I partial enclosed Z tt1{NppZZ Vp nates O>m Fzlzz 5-2 WVz _ F� J1<�7FQQ 93 1 typical floor strop hanger, unless noted &Z�=c�inawa=c w otherwise on plan: simpson THA 426 WOWWz �o,o� (N •f �� W� Opp, :typical floor face mount hanger, unless noted Ndj35Cr-N- ^� otherwise on plan: simpson LUS 48 =ZW((//Z� �¢WOWzzN=�`fpp a :first floor walllate, unless noted otherwise ��a==��="�_- p �� a C"'D a on plan: 10' 1-1/8" :second floor wall plate, unless noted otherwise � pcs��� BzNSEO a on plan: 9' 1-1/8" z"'Z 3 <I o 96 :all chargebocks to be authorized by universal cn - forest products personnel w r } � m m a :builder to conv. frame all open areas M KV J — 0 0 _ o indicates porch condition (!� .1, r .. inccates vaulted or trey ce111Flg` � : a. - POR RUSS PLAN BY _GUj _ Engi or Tamara G.Baker,P'` EL Cert.No.00000 (Ay DRAWN BY: Chan CHECKED BY: DRAWING NUMBER: 17'-0' 5'-6" 12'-8" 5'-4" 7'-6„ 11111 0„ . -- ---0 7'-0., 7'-0" 5'-0" 0'0'14 i 20'7'0 ILI 3010'14 ILI CJI \ CJI o 1 Z -- 2'-0" 0 2'-0" C,13 �'• CJ3 0 y] 05 _ _ 16 0 - 24' 1 C. —y� v l CJ5 CJSA LJ1 Cil_ o EA EPA m — J2 ERC ERA 1 EJ7 t Jt EJ7C ERA EJ1 EJ1D [JIA ` CJ5 D01 H03 10114 P 1 - 03 D06 H02 CJl \\ CJI 20'T0 1 D05 H02 CJ3 EJ7 D04 o H02 05 EJIA D03 a H02 v EJ7 k o a iIPEJIA - -Z==N cl24' .C. D02 H02 IJANT 10 1 EJ7A DO] H02 4 0" 05 24 D.C. IR 0 0 EJIA \ H01 CJ5 - ENAs =� CJ3 Cl3 CJSA 20'110 1 y�S 267 0 i y✓, -- - - K o \ Al2 _ g g CANT. 2'0'0 11 0" -- Ia'-6' 16•_10• --- I i I i � I 0 i e a'-o Ij aL IIIII fO o m i{ M 0_0 Ym 14,ac s 3 m e e 1 itt— r� 35 h I Fal t FLA 5'-8 7'-6" f01 �IIz 1 } i of - F07 101 f01 0 (W V i 17 o �o m 1 } 20'-0' 3'-a' 20'-0" 3RD FLUOR TRUSS PLAN �� i��7 %ker engineering & Consulting, P.L. STRUCTURAL ENGINEERING SERVICES September 29,2005 Mr.Robert Leinenweber Jacksonville Beach,Florida RE: The Gaynon Residence(Job#05-125) Dear Building Inspector: This letter shall serve as the Engineers' acceptance of the following roof truss up-lift connection revisions: 1. Use (2) Simpson H8 or H2.5A connectors each end of each truss, typical unless noted below. 2. Use(2) Simpson HTS20 strap at middle of support of Truss AO 1. 3. Use(1) Simpson HTS20 strap at middle of support of Truss A02. 4. Use(1) Simpson HTS20 strap at middle of support of Truss A03. 5. Use (2) Simpson HTS20 straps at left end of Truss BO1. Use Simpson HGUS28 Hanger at right end of Truss BO I. 6. Use(1) Simpson HTS20 strap at the left end of Truss B02. 7. Use(2) Simpson HTS20 straps at each end of Truss CO 1. 8. Use(2) Simpson HTS20 straps at each end of Truss DOI. 9. Use(2) Simpson HTS20 straps at right end of Truss D04. 10. Use(2) Simpson HTS20 straps at each end of Truss E01. 11. Use(1) Simpson HTS20 strap at the left end of Truss EPA. 1628 San Marco Blvd. Suite 13 Jacksonville,Florida 32207 Phone: 904.398.9837 Fax: 904.398.9838 Baker Braker Engineering +Consultin. P.L. F.NGINCE2ING PI C.uWnug �r' STRUCTURAL ENGINEERING SERVICES 12. Use(2) Simpson HTS20 straps at each end of Truss GO 1. 13. Use(2) Simpson HTS20 straps at each end of Truss G03. 14. Use(2) Simpson HTS20 straps at each end of Truss H03. 15. Use(2) Simpson HTS20 straps at the left end of Truss HPA. Should you have any questions or need additional information, please call me directly at 904- 398-9837. Sincerely, Tamara G. Baker,PE Structural Engineer FL Cert.No. 60000 1628 San Marco Blvd. Suite 13 Jacksonville, Florida 32207 Phone: 904.398.9837 Fax: 904.398.9838 Universal Forest Products Re: SO#55016561 Durham Construction-Gaynon Residence Floor, Lot#164, Belvedere St. 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: 55016561 F01 55016561 F02 55016561 F03 55016561 F04 55016561 F05 55016561 F06 55016561 F07 55016561 F11 §+ ' 55016561 F12 �" " 55016561 F13 1623 S^.II � 55016561 F14t? 55016561 F15 55016561 FG1er i1 55016561 FG2 <a'k 55016561 FG3 077 c"1.; ,,' xi, 55016561 FG4 55016561 KW BY Engsrtaer ;accrd Tamara G.B81,er,FE FL Cert.NO."�u4C0 Loading(psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28,2007 Jose p k^!.Chandlar Lire.se#6052.7 date The seal oi)thaw dwawn?3s uidic:ate acceptance of professional engineering responsibility solely for the truss compa;ents shown. Thi')suitability and use of this component for any particular building is the responsibility of the ouilding designer, per ANSI/TPI-2002 Sec.2. Eastern Division 5631 South NC 62 Burlington, NC 27215 TeL (336) 226-9356 Fax: (336) 476-9146 Job Truss Truss Type OtY Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 F01 FLOOR 7 1 Universal F9rest Products,inc.,Burlington,NC 27215,Glenn Henryob Reference(optional) ry 6.200 s Feb 11 2005 MiTek Industries,Inc. Thu Jul 14 10:13:212005 Page 1 0-1-8 H 1-1-3-0 1 2-0-0 1u-�s Scale=1:38. 5x4 TL20= 1.5x3 TL20 I I 3x6 TL20 FP= 5x4 TL20= 1.5x3 TL20= 3x6 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x4 TL20= 5x4 TL20= 1.5x3 TL20= A B C D E F G H I J K X 1 Y W V U T S R O P O N M L 3x3 TL20= 3x6 TL20= 3x3 TL20= 3x3 TL20= 1.5x3 TL2011 3x4 TL20= 5x4 TL20= 3x3 TL20= 5x5 TL20= 3x10 MII18H FP= 3x3 TL20= 5x4 TL20= 9.1-8 11-1-8 20-9-8 9-1-8 2-0-0 9-8-0 Plate Offsets X A:Ed e0-1-8 K:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.38 Q >652 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.59 Q >419 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.09 L n/a n/a BCDL 5.0 Code FBC2001ITP12002 (Matrix) Weight:107 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, BOT CHORD 4 X 2 SYP SS except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) W=1124/0-3-8,L=1124/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD W-X=-1118/0,A-X=-1116/0,L-Y=-1123/0,K-Y=-1122/0,A-B=-1157/0,B-C=-2919/0,C-D=-4066/0,D-E=4761/0,E-F=-4761/0,F-G=-4560/0, G-H=-4560/0,H-I=-3806/0,I-J=-2476/0,J-K=-585/0 BOT CHORD V-W=0/58,U-V=0/2185,T-U=0/3622,S-T=0/4498,R-S=0/4498,Q-R=0/4761,P-Q=0/4761,O-P=0/4321,N-0=0/3269,M-N=0/1655,L-M=0/58 WEBS A-V=0/1495,B-V.1429/0,B-U=0/1021,C-U=-979/0,C-T=0/617,D-T=-601/0,D-R=-99/716,E-R=-306/0,F-Q=-202/173,F-P=-611/134,H-P=0/494, H-0=-716/0,1-o-0/747,I-N=-1103/0,J-N=0/1141,J-M=-1489/0,K-M=0/1177 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 F02 FLOOR 2 1 Job Reference o tional .,Burlington,NC 2726.200 s Feb 11 2005 MiTek Industries,Inc. Thu Jul 14 10:13:22 2005 Page 1 Universal Forest Prgducts,lnc15,Glenn Henry 0-1-8 - H F 2-0.0 Scale=1:37. 5x4 TL20= 1.5x3 TL20 11 3x3 TL20= 3x3 TL20= 5x5 TL20= 1.5x3 TL20= 3x5 TL20= 3x3 TL20= 3x3 TL20= 3x8 TL20 FP= 3x4 TL20= 5x4 TL20= A B C D E F G H I K 3 XB r;!tS 1 W V U T S R O P O N M L 3x3 TL20= 3x5 TL20= 3x10 M1118H FP= 1.5x3 TL20 11 3x4 TL20= 5x4 TL20= 3x3 TL20 I I 5x5 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 5x4 TL20= 9-1-8 11-1-8 20-6-0 9.1-8 2.0-0 9-4-8 Plate Offsets()(,Y): A:Ed a 0-1-8 K:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.35 Q >691 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.55 Q >444 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WS 0.59 Horz(TL) 0.09 L n/a n/a BCDL 5.0 Code FBC2001/fP12002 (Matrix) Weight:106 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, BOT CHORD 4 X 2 SYP No.1 D except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:Q-R,P-Q. REACTIONS (Ib/size) W=110810-3-8,L=1114/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD W-X=-1102/0,A-X=-1101/0,K-L=-1108/0,A-B=-1139/0,B-C=-2867/0,C-D=-3984/0,D-E=-4629/0,E-F=-4629/0,F-G=-4397/0,G-H=-4397/0,H-I=-3610/0 I-J=-2245/0,J-K=-762/0 BOT CHORD V-W=0/57,U-V=0/2150,T-U=0/3555,S-T=0/4397,R-S=0/4397,Q-R=0/4629,P-Q-0/4629,O-P=0/4139,N-0=0/3057,M-N=0/1407,L-M=0/0 WEBS A-V=0/1471,B-V=-1406/0,B-U=0/997,C-U=-957/0,C-T=0/597,D-T=-574/0,D-R=-119/680,E-R=-293/0,F-Q=187/182,F-P=-631/98,H-P=0/5071 H-0=-735/0,1-0=0/769,I-N=-1130/0,J-N=0/1165,J-M=-1223/0,K-M=0/1299 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 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 Job Truss Truss Type Oty Ply �111310/DURHAM/GAYNAN/GH 7-14 55016561 F03 FLOOR 7 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,Glenn 6.200 s Feb 112005 MiTek Industries,Inc. Thu Jul 1410:13:22 2005 Page 1 Scale:318"=1' 3x3 TL20= 5x6 TL20= 3x4 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x6 TL20 FP= 3x4 TL20= 5x6 TL20= A B C D E F G HTI R9 I T S R O P O N M L K J 3x3 TL20 I I 3x6 TL20 FP= 1.5x3 TL20 11 3x3 TL20= 3x4 TL20= 3x3 TL20 11 5x5 TL20= 3x4 TL20= 3x3 TL20= 1.5x3 TL20 I I 5x5 TL20= 7-10.8 9 6-8 17-5-0 7-10.8 1-8-0 7-10.8 Plate Offsets MY):: A:Ed a 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.19 N-0 >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.30 N-0 >681 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.06 J n/a n/a BCDL 5.0 Code FBC2001/TP12002 (Matrix) Weight:91 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) T=944/Mechanical,J=944/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-T=-938/0,IJ=-938/0,A-B=-946/0,B-C=-2326/0,C-D=-3094/0,D-E=-3339/0,E-F=-3094/0,F-G=-3094/0,G-H=-2326/0,H-1=-946/0 BOT CHORD S-T=0/0,R-S-0/1785,O-R=0/2839,P-0=0/2839,O-P=0/3339,N-0=0/3339,M-N=0/3339,L-M=0/2839,K-L=0/1785,J-K=0/0 WEBS I-K=0/1259,A-S=0/1259,H-K=-1167/0,B-S=-1167/0,1-11=0/752,B-R=0/752,G-L=-714/0,C-R=-714/0,G-M=0/442,C-P=0/442,E-M=-546/16, D-P=-546/16,D-0=-154/181,E-N=-154/181 NOTES (5) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 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 Job Truss Truss Type Qty Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 F04 FLOOR 2 1 Job Reference o tional Universal Forest Products,lrx:.,Burlington,NC 27215,Glenn Henry 6.200 s Feb 11 2005 MiTek Industries,Inc. Thu Jul 1410:13:23 2005 Page 1 0-1-8 1.4-12 0-7.4 H ��=moi ' Scale=1:17. 3x3 TL20= 1.5x3 TL20 I I 1,5x3 TL20= 3x3 TL20= 1.5x3 TL20 I I 3x5 TL20= 1.5x3 TL20 I I 3x5 TL20= A B C D E F G P W Acr N M L J 1 H 3x3 TL20= 1.5x3 TL20 I I 3x3 T1-20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20 I I 3x3 TL20 I I 5-94 9-6-0 5-94 3-8.12 Plate Offsets X G:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.02 M >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.26 Vert(TL) -0.03 M >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 H n/a n/a BCDL 5.0 Code FBC2001/TPI2002 (Matrix) Weight:56 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 0=348/0-3-8,H=266/Mechanical,K=398/0-3-8 Max Gray 0=352(load case 7),H=282(load case 4),K=450(load case 5) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD O-P=-351/0,A-P=-351/0,G-H=-285/0,A-B=-276/0,B-C=-486/0,C-D=-486/0,D-E=-278/0,E-F=-278/0,F-G=-278/0 BOT CHORD N-0=0/18,M-N=0/486,L-M=0/486,K-L=0/258,J-K=0/258,1-J=0/278,H-1=0/0 WEBS D-K=-438/0,A-N=0/350,D-L=0/340,B-N=-285/0,B-M=-61/0,C-L=-156/0,DJ=-91/166,E-J=-96/32,G-1=0/364,F-1=-173/0 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 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 Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 F05 FLOOR 2 1 Job Reference o tional Universal Forest Prooucts,inc.,Burlington,NC 27215,Glenn Henry 6.200 s Feb 11 2005 MiI"ek Industries,Inc. Thu Jul 1410:13:24 2005 Page 1 0-1-8 H iF-� i 1-9-0 6 j__--j I--I � Scale=1:43. 1.5x3 TL20 11 3x4 TL20= 1.5x3 TL20 I i 5x6 TL20= 1.5x3 TL20 I I 1.5x3 TL20 I I 1.5x3 TL20= 1.5x3 TL20 I I 5x4 TL20= 3x6 TL20 FP= 30 TL20= 3x5 TL20= A B C D E F G H I J K M N O AIi 1 AE AD AC AB AA Z Y X W V U T S R O P 3x5 TL20= 30 TL20 FP= 5x4 TL20= 5x4 TL20= 1.5x3 TL20 11 9-1-8 10.10-8 141-12 19-94 23-6-0 9-1-8 1-9-0 3.3-4 5-7-8 3-8-12 Plate Offsets X Y: 0:0-2-0 Ede :0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.22 Z-AB >761 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.35 Z-AB >487 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 W n/a n/a BCDL 5.0 Code FBC2001/TP12002 (Matrix) Weight:1281b LUMBER BRACING TOP CHORD 4 X 2 SYP No-1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 4 X 2 SYP No.1 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) AE=731/0-3-8,P=192/Mechanical,W=1196/0-3-8,S=433/0-3-8 Max GravAE=744(load case 4),P=216(load case 3),W=1197(load case 11),S=469(load case 9) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD AE-AF=-741/0,A-AF=-740/0,O-P=-210/0,A-B=-731/0,B-C=-1694/0,C-D=-2115/0,D-E=-1669/0,E-F=-1669/0,F-G=-1669/0,G-H=-101/176,H-I=-50/134 I-J=-50/134,J-K=-275/56,K-L=-275/56,L-M=-178/0,M-N=-178/0,N-0=-178/0 BOT CHORD AD-AE=0/38,AC-AD=0/1363,AB-AC=0/2022,AA-AB=0/2099,Z-AA=0/2099,Y-Z=0/1669,X-Y=0/8481 W-X=-398/0,V-W=-388/0,U-V=-56/275, T-U=-56/275,S-T=-102/71,R-S=-102f11,Q-R=0/178,P-Q=0/0 WEBS H-W=-1059/0,L-S=-450/0,A-AD=0/942,B-AD=-878/0,B-AC=0/461,C-AC=-457/0,C-AB=0/129,D-AB=-30/72,D-Z=-660/0,E-Z=0/250,F-Y=-552/0, G-Y=0/1168,G-X=-1044/0,H-X=0/642,H-V=0/360,J-V=-348/0,J-U-13/37,L-T=0/271,K-T=142/0,O-Q--0/233,N-Q=-134/0,L-R=0/252,M-R=-123/1 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 TL20 unless otherwise indicated. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 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 Ply11310/DURHAM/GAYNAN/GH 7-14 55016561 F06 FLOOR Ie�, 1 Job Reference(optional) Universal Forest Products,Inc.,Burlington,NC 27215,Glenn Henry 6.200 s Feb 112005 Mil ek Industries,Inc. Thu Jul 14 14:33:56 2005 Page 1 1-3-0 1-9.4 Scale=1:28. 1.5x3 TL20 I I 1.5x3 TL20 I I 5x5 TL20= 5x5 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20 I I 1.5x3 TL20= A B C D E F G H I R 1 p O N M L K 3x3 TL20 I I 5x4 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 5x10 TL20= 3x4 TL20= 13-7-12 15-5-8 13.7-12 1-9-12 Plate Offsets X A:0-2-0 Ede 1:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.18 L-M >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.27 L-M >667 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.05 J n/a n/a BCDL 5.0 Code FBC2001frPI2002 (Matrix) Weight:86 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) Q=901/0-3-8,J=1345/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-Q=-896/0,J-R=-1336/0,I-R=-1334/0,A-B=-902/0,B-C=-2170/0,C-D=-2991/0,D-E=-2991/0,E-F=-2991/0,F-G=-2693/0,G-H=-1765/0,H-I=-1765/0 BOT CHORD P-Q=0/0,O-P=0/1695,N-0=0/2640,M-N=0/2991,L-M=0/2973,K-L=0/2362,J-K=0/69 WEBS H-K=-726/0,A-P=0/1201,G-K=794/0,B-P=-1102/0,G-L=0/460,B-0=0/661,F-L=-390/0,C-0=-653/0,F-M=-249/414,C-N=0/702,D-N=-337/0, E-M=-210/72,I-K=0/2114 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)579 Ib down at 13-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:J-Q--10,A-1=-100 Concentrated Loads(lb) Vert:H=-579 Job Truss Truss Type Qty Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 F07 FLOOROVIVOM 1 Job Reference o tional Universal Forest Prg ,NC 27215,Glenn Henry 6.200 s Feb 11 2005 MiTek ndust Iries,Inc. Thu Jul 14 10:13:26 2005 Page 1 ducts,lnc.,Burlington 0-1-8 0-u1-8 H 1�=3 0 1 �i 1-9 ' 'Scale=1:37. 1.5x3 TL20(I 5x4 TL20= 1.5x3 TL20 I I 3x3 TL20= 5x4 TL20= 1.5x3 TL20= 30 TL20- 3x3 TL20- 3x3 TL20= 3x5 TL20 FP= 3x3 TL20= 30 TL20= 1.5x3 TL20= A B C D E F GH I J K X W V U T S R O P O N M L 1 3x3 TL20= 3x10 MII18H FP= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x5 TL20= 3x3 TL20= 5x5 TL20= 30 TL20= 3x3 TL20= 5x5 TL20= 9-1-8 10-10-8 20-0-0 9-1-8 1-9-0 9-1-8 Plate Offsets X A:Ed a 0-1-8 K:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.33 P-Q >718 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.52 P-Q >460 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.09 L n/a n/a BCDL 5.0 Code FBC2001/TPI2002 (Matrix) Weight:103 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) V=1080/0-3-8,L=1080/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD V-W=-1075/0,A-W=-1074/0,L-X=1075/0,K-X=-1074/0,A-B=-1109/0,B-C=-2778/0,C-D=-3844/0,D-E=-4402/0,E-F=-4402/0,F-G=-4402/0, G-H=-4402/0,H-1=-3844/0,I-J=-2778/0,J-K=-1109/0 BOT CHORD U-V=0/56,T-U=0/2091,S-T=0/3439,R-S=0/3439,Q-R=0/4221,P-Q-0/4402,O-P=0/4221,N-0=0/3439,M-N=0/2091,L-M=0/56 WEBS K-M=0/1432,A-U=0/1432,J-M=-1366/0,B-U=-1366/0,J-N=0/956,B-T=0/956,I-N=-920/0,C-T=-920/0,1-0=0/562,C-R=0/562,H-O=-525/0,D-R=-525/0, H-P=-156/608,D-0---156/608,E-Q=-295/31,F-P=-295/31 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 (Xy Ply 11310/DURHAM/G YNAN/GH 7-14 55016561 F11 FLOOR 4 1 Job Reference(optional) Universal Forest Prpducts,Inc.,Burlington,NC 27215,Glenn Henry 6.200 s Feb 112005 MiTek Industries,Inc. Thu Jul 1410:13:2,6�,2g005 Page 1 1-3-0 1-11-8 I--I Scale=1:14. 3x3 TL20= 3x5 TL20= 3x3 TL20= 3x3 TL20= 1.5x3 TL20= A B C D K 2 2 L I H G F 3x3 TL20= 1.5x3 TL20 I I 1.5x3 TL20 I I 3x3 TL20= 3x3 TL20= 3x3 TL20 I 7-8-8 7.8-8 Plate Offsets X Y: A:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.03 H >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.04 H >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 E n/a n/a BCDL 5.0 Code FBC2001/TP12002 (Matrix) Weight:421b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) J=410/Mechanical,E=404/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-J=-404/0,E-K=-398/0,D-K=-397/0,A-B=-332/0,B-C=-632/0,C-D=-333/0 BOT CHORD IJ=0/0,H-1=0/632,G-H=0/632,F-G=0/632,E-F=0/21 WEBS D-F=0/425,A-1=0/442,C-F=-406/0,B-1=-408/0,B-H=-62/94,C-G=-59/96 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 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)Left end may be attached to 2x6 So.Pine or larger BC of two or more ply girder truss with Simpson LUS48 or eq.Follow Simpson instructions for installation. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 F12 FLOOR 5 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,Glenn Henry 6.200 s Feb 112005 MiTek Industries,Inc. Thu Jul 14 10:13:27 2005 Page 1 r_ 1-3-0 r 1-4.12 Scale o 1:22.1 3x5 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x5 TL20= A B C D E F I V BI N M L K J I H G 3x3 TL2011 3x4 TL20= 3x3 TL20= 1.5x3 TL2011 1.5x3 TL2011 3x3 TL20= 3x4 TL20= 3x3 TL2011 12-1-12 12-1-12 Plate Offsets X Y: A:0-2-0 Ede F:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.06 K-L >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.08 K-L >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 G n/a n/a BCDL 5.0 Code FBC2001ITP12002 (Matrix) Weight:65 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) N=654/Mechanical,G=654/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-N=-649/0,F-G=-649/0,A-B=-621/0,B-C=-1390/0,C-D=-1605/0,D-E=-1390/0,E-F=-621/0 BOT CHORD M-N=-O/0,L-M=0/1163,K-L=0/1605,J-K=0/1605,1-J=0/1605,H-1=0/1163,G-H=0/0 WEBS F-H=0/826,A-M=0/826,E-H=-754/0,B-M=-754/0,E-1=0/336,B-L=0/336,D-I=-386/0,C-L=-386/0,C-K=-99/121,D-J=-99/121 NOTES (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 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. 6) End(s)may be attached to 2x6 So.Pine or larger BC of two or more ply girder truss with Simpson LUS48 or eq.Follow Simpson instructions for installation. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 F13 FLOOR N 1 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,Glenn Henry 6.200 s Feb 112005 MiTek Industries,Inc. Thu Jul 1410:13:28 2005 Page 1 1-3-0 J 4� Scale o 1:22. 3x5 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x5 TL20= A B O C D P E O F N M L K J I H G 3x3 TL20 I I 3x4 TL20= 3x3 TL20= 1.5x3 TL20 11 1.5x3 TL20 11 3x3 TL20= 3x4 TL.20= 3x3 TL20 11 12-1.4 12-1-4 Plate Offsets X Y: A:0-2-0 Ede F:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.05 K-L >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.08 K-L >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 G n/a n/a BCDL 5.0 Code FBC2001/fP12002 (Matrix) Weight:651b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) N=652/Mechanical,G=652/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-N=647/0,F-G=-647/0,A-B=-618/0,B-O=-1383/0,C-O=-1383/0,C-D=-1595/0,D-P=-1383/0,E-P=-1383/0,E-Q=-618/0,F-Q=-618/0 BOT CHORD M-N=-O/O,L-M=0/1158,K-L=0/1595,J-K=0/1595,1-J=0/1595,H-1=0/1158,G-H=0/0 WEBS F-H=0/823,A-M=0/823,E-H=-751/0,B-M=-751/0,E-1=0/333,B-L=0/333,D-I=-381/0,C-L=-381/0,C-K=-99/121,D J=-99/121 NOTES (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 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. 6)Right end may be attached to 2x6 So.Pine or larger BC of two or more ply girder truss with Simpson LUS48 or eq.Follow Simpson instructions for installation. LOAD CASE(S) Standard Job Truss Truss Type I Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 FG3 ROOF TRUSS 1 2 Job Reference(optional) Universal Forest Producis,Inc.,Burlington,NC 27215,Glenn Henry 6.200 s Feb 112005 MiTek Industries,Inc. Thu Jul 1410:13:31 2005 Page 1 2-9.6 5-6-12 2$6 2-9-6 2x5 TL20 I I 3xe TL20= 2x5 TL20 I I Scale=1:16. A B C T1 H Li yyi W1 2 W1 E D 2x5 TL20 I I 5x4 TL20= 5x4 TL20= 2.9-5 5-6-12 2-9-6 2-9-6 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.00 E >999 360 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 E >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 D n/a n/a BCDL 5.0 Code FBC2001/TP12002 (Matrix) Wind(LL) 0.00 E >999 240 Weight:891b LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, BOT CHORD 2 X 6 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) F=685/0-3-8,D=685/Mechanical Max UpliftF=-463(load case 3),D=-463(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-F=-243/190,A-B=0/0,B-C=0/0,C-D=-243/190 BOT CHORD E-F=-277/408,D-E=-277/408 WEBS B-F=-567/385,B-E=0/77,B-D=-567/385 NOTES (9-10) 1)2-ply truss to be connected together with 1 Od Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 463 Ib uplift at joint F and 463 lb uplift at joint D. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 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. 10)Right end may be attached to 2x6 So.Pine or larger BC of two or more ply girder truss with Simpson HHUS28-2 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-C=-230(F=176),D-F=-30 Job Truss Truss Type Oty Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 FG4 ROOF TRUSS ' 2 Job Reference(optional) Universal.Forest Rroducts,lnc.,Burlington,NC 27215,Glenn Henry 6.200 s Feb 11 2005 MiTek Industries,Inc. Thu Jul 1410:13:31 2005 Page 1 4.6-12 8-11-12 13-6-8 4-6-12 4.5-0 4-5-12 Scale a 1:25.1 5x4 TL20= 2x5 TL20 i I 3x4 TL20= 5x4 TL20= A B I C D T1 1 W2 W W1 W1 Li E B1 G J K F L M E 2x5 TL20 i I 3x8 TL20= 3x4 TL20= 2x5 TL20 I I 4-6-12 8-11-12 13-8-8 4-5.12 4-5-0 445-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.04 F-G >999 360 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.06 F-G >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.00 E n/a n/a BCDL 5.0 Code FBC2001/TP12002 (Matrix) Wind(LL) 0.04 F-G >999 240 Weight:193 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 X 6 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) H=1384/0-3-0,E=1365/Mechanical Max UpliftH=935(load case 3),E=922(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-H=-1341/954,A-B=-1991/1343,B-I=-1991/1343,C-I=-1991/1343,C-D=-1900/1283,D-E=-1182/847 BOT CHORD G-H=-52/75,GJ=1283/1900,J-K=-1283/1900,F-K=-1283/1900,F-L=-61/90,L-M=-61/90,E-M=-61/90 WEBS A-G=-1490/2210,B-G=-419/408,C-G=-69/105,C-F=269/306,D-F=-1410/2088 NOTES (11-12) 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)685 Ib down and 463 Ib up at 5-6-8,217 Ib down and 147 Ib up at 7-6-8,and 217 Ib down and 147 Ib up at 9-6-8,and 217 Ib down and 147 Ib up at 11-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 2)2-ply truss to be connected together with 10d Common(A 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)685 Ib down and 463 Ib up at 5-6-8,217 Ib down and 147 Ib up at 7-6-8,and 217 Ib down and 147 Ib up at 9-6-8,and 217 lb down and 147 Ib up at 11-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp B;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 935 lb uplift at joint H and 922 Ib uplift at joint E. 9)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)685 Ib down and 463 Ib up at 5-6-8,217 Ib down and 147 Ib up at 7-6-8,and 2171b down and 147 Ib up at 9-6-8,and 2171b down and 147 Ib up at 11-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 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 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. ..., ._ ——_..— 4-n..c 0-01.,-—1--RL"of f—nr mnro my nirdar tnIS4 with gimncnn HHt 1S2R-2 or as Follow Job Truss Truss Type Qty Ply 11310/DURHAM/GAYNAN/GH 7-14 55016561 KW FLOOR 12 1 ' Job Reference(optional) Universe;Forest Products,lnc.,Burlington,NC 27215,Glenn Henry 6.200 s Feb 112005 MiTek Industries,Inc. Thu Jul 1410:13:32 2005 Page 1 rI OH8 Scale=1.14. A B C D E F G O P T T T L L 3x3 TL20= 3x3 TL20= 14.0 2-8-0 4-0-0 54-0 6-8-0 8-0.0 14-0 14-0 14-0 14-0 14-0 14-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 H n/a n/a BCDL 5.0 Code FBC2001lrP12002 (Matrix) Weight:37 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=56/8-0-0,H=56/8-0-0,M=143/8-0-0,L=148/8-0-0,K=146/8-0-0,J=148/8-0-0,1=143/8-0-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD N-0=-50/0,A-0=-50/0,H-P=-50/0,G-P=-50/0,A-B=-9/0,B-C=-9/0,C-D=-9/0,D-E=-9/0,E-F=-9/0,F-G=-9/0 BOT CHORD M-N=0/9,L-M=0/9,K-L=0/9,J-K=0/9,11J=0/9,H-1=0/9 WEBS B-M=-131/0,C-L=-134/0,D-K=-133/0,E-J=-134/0,F-1=-131/0 NOTES (8) 1)All plates are 1.5x3 TL20 unless otherwise indicated. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)Truss shall be fabricated per ANSI/rPl 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 UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 2:35 pm 5631 S NC 62 , BURLINGTON, NC. 27215- (336)226-9356 FASTBea_m@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Project . 55016561.FBD Gaynan Res/ 164 Belveders St. Mark# : 131 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 5.5", 660 psi 3.5", 660 psi I 2015" I LOADS Project Design Loads:Floor.,Live=40 psf,Dead=10 psf,-Roof.'Live=30 psf,Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Partial(plf) 90 0 100% 0 010. T9 1/2" WALL 2 Concentrated(lbs) 1364 1091 100% 0 7'0" B01 3 Concentrated(lbs) 584 467 100% 0 9101, B02 4 Concentrated(lbs) 6544 5235 100% 0 12'10" FG1 5 Uniform(plf) 400 267 125% 0 010" 20'5" ROOF Uniform(plf) 29 0 0 0 20'5" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 8602 9353 Max 100% 2923 3871 Max 125% 2722 2722 Min R'n 2957 2760 Min 100% 2923 3871 Min 125% 2722 2722 DL R'n 2957 2760 Min Brg(ln.) 1.86 2.02 (Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 8710 1 20'3" 71 26600 125% 0.33 M(ft-lbs) 58590 1 12'10" 71 87385 125% 0.67 LtRn(lbs) 8602 0 0101, 71 25410 100% 0.34 See Note#5 RtRn(ibs) 9353 0 20'5" 71 16170 100% 0.58 See Note#5 LLDefl(in.) 0.65 1 10'3" 71 0.68 L/374 TLDefl(in.) 0.93 1 10'3" 71 1.02 U265 USE. GPLAM 2.0E 1.75x16.00"4 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load Is applied at top or equally from both sides. 10.Bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%✓2, 100=D+100%+115%J2+133%, 110=D+Commercia Ld(100%) 13.Group=Load Combination Number+Load Pattern number. For simple span,Load pattern=1 for LL 0 for DL. UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 2:35 pm 5631 S N'C 62 BURLINGTON, NC. 27215- (336)226-9356 FASTBeam@ En lneering Analysis @1996-2004 Geor ia-Pacific Corporation Version: 5.0 Project : 55016561.FBD Gaynan Res/164 Belveders St. Mark# : B2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= 1_/360 TL= L/240 Composite Action : No 5.5", BBB psi 3.5", 660 psi I 141 1 1/2" LOADS Project Design Loads:Floor.,live=40 psi,,Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 90 0 100% 0 010" 14'1 1/2" WALL 2 Uniform(plf) 479 383 100% 0 010" 14'1 1/2" FLOOR Uniform(plf) 15 0 0 0 14'1 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise from left end of the specified span SUPPORTS(ibs) 1 2 Max R'n 4122 4122 Max 100% 2706 2706 Min R'n 1415 1415 Min 100% 2706 2706 DL R'n 1415 1415 Min Brg(in.) 1.78 1.78 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3253 1 13'12" 21 10640 100% 0.31 M(ft-lbs) 14554 1 7'1" 21 34954 100% 0.42 LtRn(lbs) 4122 0 0101. 21 12705 100% 0.32 See Note#5 RtRn(lbs) 4122 0 14'2" 21 8085 100% 0.51 See Note#5 LLDefI(in.) 0.16 1 7'1" 21 0.47 U1038 TLDefl(in.) 0.25 1 7-1" 21 0.71 U682 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Paciric Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 1Z.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%•/2, 100=D+100%+115%./2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL 0 for DL). f UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 9:42 am 56318 NC 62 , BURLINGTON, NC. 27215- (336)226-9356 FASTBeamO Enaineefina Analysis @1996-2004 Georgia-Pacific Corporation Version 5.0 Project . 55016561.FBD Gaynan Res/ 164 Belveders St. Mark#: B3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 660 psi 3.5", 660 psi 311 1/2" LOADS Project Design Loads:Floor:Live=40 psf,Dead=10 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(lbs) 1108 886 100% 0 1101, F02 2 Concentrated(lbs) 1108 886 100% 0 3'0" F02 Uniform(plf) 15 0 0 0 3'11 1/2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1125 1149 Min R'n 248 253 DL R'n 248 253 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span x Group Allow LDF Ratio V(Ibs) 741 1 0'2" 21 10640 100% 0.07 M(ft-lbs) 1118 1 1101. 21 34954 100% 0.03 LtRn(lbs) 1125 0 0'0" 21 8085 100% 0.14 See Note#5 RtRn(lbs) 1149 0 3'11" 21 8085 100% 0.14 See Note#5 LLDefI(in.) 0.00 1 1'12" 21 0.13 U16297 TLDefl(in.) 0.00 1 1'12" 21 0.20 012715 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load Is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 9:42 am 5631 S NC 62 , BURLINGTON, NC. 27215- (336)226-9356 FASTBeam@ Engineering Analysis©1996-2004 Georgia-Pacific Corporation Version 5.0 Project . 55016561.FBD Gaynan Res/164 Belveders St. Mark# : B4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No 3.5-1-6-60 psi 3.5", 6600 psi 7' 4 112" LOADS Project Design Loads:Floor:Live=40 psf,Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(lbs) 260 208 100% 0 0'11" F04 2 Concentrated(lbs) 260 208 100% 0 2'11" F04 Uniform(plf) 15 0 0 0 T4 1/2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 439 189 Min R'n 131 81 DL R'n 131 81 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 330 1 0'2' 21 10640 100% 0.03 M(ft-lbs) 697 1 2'11" 21 34954 100% 0.02 LtRn(Ibs) 439 0 0101, 21 8085 100% 0.05 See Note#5 RtRn(lbs) 189 0 7'4" 21 8085 100% 0.02 See Note#5 LLDefl(in.) 0.00 1 3'8" 21 0.25 U35978 TLDefi(in.) 0.00 1 3'8" 21 0.37 L/24017 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. S. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load Is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. � � f` UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 9:42 am 5631 S NC 62 , BURLINGTON, NC. 27215- (336)226-9356 FASTBeam@ En ineerin Analysis @1996-2004 Georgia-Pacific Corporation Version 5.0 Project 55016561.FBD Gaynan Res/164 Belveders St. Mark# : B5 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL=L/360 TL= L/240 Composite Action : No 3,5", 660 psi L33.5", 660 psi 141011 LOADS Project Design Loads:Floor:Live=40 psf, Dead=10 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Urnform(plf) 479 383 100% 0 0101, - 14'0" FLOOR Uniform(plf) 15 0 0 0 14'01. Self Weight *Dimensions measured from left end when s_pan#is 0,otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 3455 3455 Min R'n 773 773 DL R'n 773 773 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 2725 1 0'2" 21 10640 100% 0.26 M(ft-lbs) 12093 1 7'0" 21 34954 100% 0.35 LtRn(lbs) 3455 0 0'0" 21 8085 100% 0.43 See Note#5 RtRn(lbs) 3455 0 14'0" 21 8085 100% 0.43 See Note#5 LLDefI(in.) 0.16 1 TO" 21 0.47 U1064 TLDefl(in.) 0.20 1 7'0' 21 0.70 L/826 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. L UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 2:36 pm 5631 S NC 62 , BURLINGTON, NC. 27215- (336)226-9356 FASTBeam@ En lneerin Analysis @1996-2004 Georgia-Pacific Corporation Version 5.0 Project . 55016561.FBD Gaynan Res/164 Belveders St. Mark# : B6 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL=U360 TL= U240 Composite Action : No 3.5", 660 psi 3.5", 660 psi i 91 I LOADS Project Design Loads:Floor:Live=40 psf,Dead=10 psf,-Root Live=30 psf,Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 90 0 100% 0 0'0" 9181, WALL 2 Uniform(plf) 368 294 125% 0 010" 9181, ROOF Uniform(plf) 15 0 0 0 9181, Self Weight *Dimensions measured from I_e_ft end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 2284 2284 Max 125% 1423 1423 Min R'n 861 861 Min 125% 1423 1423 DL R'n 861 861 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 1585 1 9-6" 41 13300 125% 0.12 M(ft-lbs) 5520 1 4-10" 41 43692 125% 0.13 LtRn(lbs) 2284 0 0101, 41 8085 100% 0.28 See Note#5 RtRn(lbs) 2284 0 9'8" 41 8085 100% 0.28 See Note#5 LLDefl(in.) 0.03 1 4'10" 41 0.32 U3708 TLDefl(in.) 0.05 1 4'10" 41 0.48 U2310 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Speclflcations for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. S. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be vedfled(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Max(Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max(min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(100%) 14.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). t i � � UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 2:36 pm 5631 S NC 62 , BURLINGTON, NC. 27215- (336)226-9356 FASTBeam@ En ineerinq Analysis©1996-2004 Georgia-Pacific Corporation Version 5.0 Project . 55016561.FBD Gaynan Res/164 Belveders St. Mark# : B7 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL=L/360 TL=L/240 Composite Action : No 5.5", 660 psi E5.5", 660 psi 19' 6 1/2" LOADS Project Design Loads:Floor.,Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 90 0 100% 0 010" 19'6 1/2" WALL Uniform(plf) 15 0 0 0 19'6 1/2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1022 1022 Min R'n 1022 1022 DL R'n 1022 1022 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 858 1 17'12" 11 9576 90% 0.09 M(ft-lbs) 4992 1 9191, 10 31459 90% 0.16 LtRn(lbs) 1022 0 0101, 10 12705 100% 0.08 See Note#5 RtRn(lbs) 1022 0 19'7" 10 12705 100% 0.08 See Note#5 LLDefl(in.) 0.00 1 010.1 0 0.65 U2345004 TLDefl(in.) 0.15 1 9191, 10 0.98 L/1524 USE., GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Speciflcations for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%./2, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 2:36 pm 5631 S NC 62 , BURLINGTON, NC. 27215- (336)226-9356 FASTBeam@ En ineering Analysis @1996-2004 Georgia-Pacific Corporation Version 5.0 Project . 55016561.FBD Gaynan Res/164 Belveders St. Mark# : B8 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 666 psi 1.75", 660 psi i 14'5 1/2" i LOADS Project Design Loads:Floor:Live=40 psf,Dead=10 psi,, Live+Dead Ld(T) Live Ld(L) LDF Location* # _Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 80 0 100% 0 0101, 14'5 1/2" WALL 2 Uniform(plf) 344 275 100% 0 010" 14'5 1/2" FLOOR Uniform(plf) 15 0 0 0 14'5 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 3171 3171 Max 100% 1989 1989 Min R'n 1181 1181 Min 100% 1989 1989 DL R'n 1181 1181 Min Brg(in.) 1.50 1.50 (Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2551 1 14'5" 21 10640 100% 0.24 M(ft-lbs) 11460 1 7'3" 21 34954 100% 0.33 LtRn(lbs) 3171 0 0101, 21 8085 100% 0.39 See Note#5 RtRn(lbs) 3171 0 14'5" 21 4042 100% 0.78 See Note#5 LLDefl(in.) 0.13 1 7'3" 21 0.48 L/1355 TLDefI(in.) 0.20 1 7'3" 21 0.72 L/850 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nall plies together with 16d nalls @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%•/2, 100=D+100%+1155/d2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 2:37 pm 5631 S NC 62 , BURLINGTON, NC. 27215- (336)226-9356 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version 5.0 Project 55016561.FBD Gaynan Res/164 Belveders St. Mark# : B9 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 660 psi 3.5", 660 psi 6'61 1/2" I LOADS Project Design Loads:Floor.,Live=40 psf,Dead=10 psf,Roof.,Live=30 psf, Dead=15 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 80 0 100% 0 0101, 6'6 1/2" WALL 2 Uniform(plf) 344 275 100% 0 010" 6'6 1/2" FLOOR 3 Uniform(plf) 147 98 125% 0 010" 6'6 1/2" ROOF Uniform(plf) 15 0 0 0 6'6 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise from IeR end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1915 1915 Max 100% 900 900 Max 125% 321 321 Min R'n 695 695 Min 100% 900 900 Min 125% 321 321 DL R'n 695 695 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 874 1 0'2" 21 10640 100% 0.08 M(ft-lbs) 2608 1 3'3" 21 34954 100% 0.07 LtRn(lbs) 1915 0 0101, 71 8085 100% 0.24 See Note#5 RtRn(lbs) 1915 0 6-7" 71 8085 100% 0.24 See Note#5 LLDefl(in.) 0.01 1 TY 71 0.22 U7446 TLDefl(in.) 0.02 1 TY 71 0.33 U4745 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12'o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%✓2, 100=D+100%+115%O12+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number. For simple span,Load pattern=1 for LL 0 for DQ. OX Universal Forest Products Re: SO#55016562 Durham Construction-Gaynon Residence Roof, Lot#164, Belvedere St. 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: 55016562 A01 55016562 EJ2 55016562 A02 55016562 EJ5 55016562 A03 55016562 EV 55016562 B01 55016562 EVA 55016562 B02 55016562 EJ7B 55016562 C01 55016562 EJ7C 55016562 CO2 55016562 EJ7D 55016562 CO3 55016562 G01 55016562 C04 55016562 G02 55016562 CJ1 55016562 G03 55016562 CJ3 55016562 H01 55016562 CJ5 55016562 H02 55016562 CJ5A 55016562 H03 55016562 D01 55016562 HJ2 55016562 D02 55016562 HJ5 55016562 D03 55016562 HJ7 55016562 D04 55016562 HJ7A 55016562 D05 55016562 HJ7B 55016562 D06 55016562 J01 55016562 D07 55016562 J02 55016562 E01 55016562 J03 55016562 E02 55016562 E03 Loading(psf) TCLL 20 TCDL 7 BCLL 10 BCDL 5 Wind: ASCE 7-98 per FBC2001; 120 mph; h=25 ft;TCDL=4.2 psf; BCDL=3.0 psf; occupancy category II;exposure C;partially enclosed My license renewal date for the state of Florida is February 28,2007 JosephC,ander License#60527 date The seal on inese drawingS indica'*acceptance of professional engineering responsibility solely for the truss components shown. Tha suitability and use of this component for any particular building is the responsibility of the bui;ding designer,per ANSI/TPI-2002 Sec.2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146 eA&Te" Same& caNSTy-ucTro" -rNc. 1015 Atlantic Boulevard, Suite 240 Atlantic Beach, Florida 32233 Phone 904-246-6056 Facsimile 904-247-2270 8/15/05 Construction Site Management Plan Y� Gaynon Residence, Belvedere Street, Atlantic Beach, Florida. 1. No demolition of existing structure. 2. Grading and drainage to slope to the street and in accordance with Chapter 24, Article 3 and Section 24-67> 3. Parking Plan. See attached. Also, the homeowner owns the property adjacent to the construction site. Construction parking will be available on both properties. 4. Property is already fenced in on 3 sides. 5. Location of construction trailer and loading/unloading area. See attached. 6. Location of chemical toilets. See attached. 7. Location of dumpster. See attached. 8. Traffic control plan. See attached. 9. N/A. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Na GAYNDN------------- Builder. EASTERN SHORES CO STI Addres BELV . � EDERE STREET Permitting Office: ATLANTIC BEACH City, Sta > BEA , FL 32266- Permit Number: Owner: GLENN GAYNON Jurisdiction-Number:-26.1-100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit ; tCap:36.0 kBtu/hr _ 3. Number of units,if multi family 1 � �)`'" ���' SEER, 14.00 _ 4. Number of Bedrooms 4 b. Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No _ (�/ SEER: 14.00 _ 6. Conditioned floor area(ft2) 3237 ft2 c. N/A 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 ft2 0.0 ft2 _ 13. Heating systems b.Default tint 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap:36.0 kBtu/hr _ c. Labeled U or SHGC 39.0 ft2 491.0 ft2 HSPF:8.00 _ 8. Floor types _ b. Electric Heat Pump Cap:24.0 kBtu/hr _ a. Slab-On-Grade Edge Insulation R=0.0,142.0(p)ft Y HSPF:8.00 _ b.N/A c.N/A _ c. N/A _ 9. Wall types 14. Hot water systems - a. Frame,Wood,Exterior R=21.0,2069.0 ft2 a. Electric Resistance Cap:40.0 gallons b.Concrete,Int Insul,Exterior R=11.0,1127.0 ft2 _ EF:0.97 _ c. N/A b.N/A _ d.N/A e. N/A c. Conservation credits 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0,1666,0 ft2 DHP-Dedicated heat pump) b.N/A 15. HVAC credits MZ-C,MZ-H _ c.NIA (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 15.0 ft PT-Programmable Thermostat, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as-built points: 31923 PASS Total base points: 45184 1 hereby certify that the plans and specifications covered Review of the plans and zHE sT by this calculation are in compliance with the Florida specifications covered by this 09 = A?h Energy Code. calculation indicates compliance PREPARED BY` with the Florida Energy Code. E �- -- Before construction is completed a DATE: this building will be inspected for tr I hereby certify that this building, s designed, is in compliance with Section 553.908 r,1,coD compliance with the Florida Energy Code. Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: 1 - DATE: DATE: c7 -/0 -0 S' EnergyGauge®(Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: BELVEDERE STREET,ATLANTIC BEACH, FL, 32266- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points 18 3237.0 20.04 11676.5 Double,SC=0.45 N 1.0 6.0 15.0 6.36 0.97 92.9 Double,SC=0.27 W 4.0 8.0 42.0 8.09 0.73 247.9 Double,SC=0.43 W 1.0 6.0 15.0 15.26 0.97 221.7 Double,SC=0.43 S 0.0 0.0 15.0 14.00 1.00 210.1 Double,SC=0.31 E 1.0 8.0 42.0 11.21 0.99 465.3 Double,SC=0.39 E 1.0 6.0 30.0 15.07 0.97 437.8 Single,SC=0.66 E 0.0 0.0 15.0 28.57 1.00 428.5 Single,SC=0.66 N 1.0 5.0 24.0 11.37 0.96 262.4 Double,SC=0.43 N 1.0 5.0 12.0 5.84 0.96 67.4 Double,SC=0.43 W 0.0 0.0 9.0 15.26 1.00 137.4 Double,SC=0.39 W 0.0 0.0 15.0 13.47 1.00 202.0 Double,SC=0.39 S 0.0 0.0 15.0 12.32 1.00 184.8 Double,SC--0.39 N 1.0 5.0 8.0 4.81 0.96 37.0 Double,SC=0.39 N 1.0 6.0 30.0 4.81 0.97 140.7 Double,SC=0.39 N 0.0 0.0 48.0 4.81 1.00 231.0 Double,SC=0.39 S 0.0 0.0 30.0 12.32 1.00 369.5 Double,SC=0.43 N 0.0 0.0 9.0 5.84 1.00 52.6 Double,SC=0.27 W 0.0 0.0 42.0 8.09 1.00 339.6 Double,SC=0.39 W 0.0 0.0 72.0 13.47 1.00 969.6 Double,SC=0.39 S 0.0 0.0 42.0 12.32 1.00 517.3 As-Built Total: 530.0 5615.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 21.0 2069.0 0.81 1684.8 Exterior 3196.0 1.70 5433.2 Concrete, Int Insul,Exterior 11.0 1127.0 0.40 450.8 Base Total: 3196.0 5433.2 As-Built Total: 3196.0 2135.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 1666.0 1.73 2882.2 Under Attic 30.0 1666.0 1.73 X 1.00 2882.2 Base Total: 1666.0 2882.2 1 As-Built Total: 1666.0 2882,2 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: BELVEDERE STREET,ATLANTIC BEACH, FL,32266- PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 142.0(p) -37.0 -5254.0 Slab-0n-Grade Edge Insulation 0.0 142.0(p -41.20 -5850.4 Raised 0.0 0.00 0.0 Base Total: -5254.0 As-Built Total: 142.0 -5850.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 3237.0 10.21 33049.8 3237.0 10.21 33049.8 Summer Base Points: 47787.7 Summer As-Built Points: 37832.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 37832.6 0.545 (1.090 x 1.147 x 0.91) 0.244 0.950 5437.4 37832.6 0.455(1.00 x 1.147 x 1.00 0.244 0.950 4531.1 47787.7 0.4266 20386.2 37832.6 1.00 1.138 0.244 0.950 9968.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: BELVEDERE STREET,ATLANTIC BEACH, FL,32266- 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 3237.0 12.74 7423.1 Double,SC=0.45 N 1.0 6.0 15.0 26.91 1.00 403.8 Double,SC=0.27 W 4.0 8.0 42.0 26.43 1.08 1202.9 Double,SC=0.43 W 1.0 6.0 15.0 25.09 1.01 379.5 Double,SC=0.43 S 0.0 0.0 15.0 21.26 1.00 318.9 Double,SC=0.31 E 1.0 8.0 42.0 25.27 1.01 1071.2 Double,SC=0.39 E 1.0 6.0 30.0 24.46 1.02 745.6 Single,SC=0.66 E 0.0 0.0 15.0 30.53 1.00 458.0 Single,SC=0.66 N 1.0 5.0 24.0 35.18 1.00 845.3 Double,SC=0.43 N 1.0 5.0 12.0 27.00 1.00 324.4 Double,SC=0.43 W 0.0 0.0 9.0 25.09 1.00 225.8 Double,SC=0.39 W 0.0 0.0 15.0 25.42 1.00 381.4 Double,SC=0.39 S 0.0 0.0 15.0 21.88 1.00 328.2 Double,SC=0.39 N 1.0 5.0 8.0 27.18 1.00 217.7 Double,SC=0.39 N 1.0 6.0 30.0 27.18 1.00 815.9 Double,SC=0.39 N 0.0 0.0 48.0 27.18 1.00 1304.8 Double,SC=0.39 S 0.0 0.0 30.0 21.88 1.00 656.5 Double,SC=0.43 N 0.0 0.0 9.0 27.00 1.00 243.0 Double,SC=0.27 W 0.0 0.0 42.0 26.43 1.00 1110.0 Double,SC=0.39 W 0.0 0.0 72.0 25.42 1.00 1830.5 Double,SC=0.39 S 0.0 0.0 42.0 21.88 1.00 919.1 As-Built Total: 530.0 13782.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 21.0 2069.0 2.00 4138.0 Exterior 3196.0 3.70 11825.2 Concrete, Int Insul,Exterior 11.0 1127.0 3.00 3381.0 Base Total: 3196.0 11825.2 As-Built Total: 3196.0 7519.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1666.0 2.05 3415.3 Under Attic 30.0 1666.0 2.05 X 1.00 3415.3 Base Total: 1666.0 3415.3 1 As-Built Total: 1666.0 3415.3 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: BELVEDERE STREET,ATLANTIC BEACH, FL,32266- PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 142.0(p) 8.9 1263.8 Slab-On-Grade Edge Insulation 0.0 142.0(p 18.80 2669.6 Raised 0.0 0.00 0.0 Base Total: 1263.8 As-Built Total: 142.0 2669.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 3237.0 -0.59 -1909.8 3237.0 -0.59 -1909.8 Winter Base Points: 22017.6 Winter As-Built Points: 25476.4 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 25476.4 0.600 (1.069 x 1.169 x 0.93) 0.426 0.950 7193.7 25476.4 0.400(1.00 x 1.169 x 1.00) 0.426 0.950 4795.8 22017.6 0.6274 13813.8 25476.4 1.00 1.162 0.426 0.950 11989.5 EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: BELVEDERE STREET,ATLANTIC BEACH, FL,32266- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 40.0 0.97 4 1.00 2491.22 1.00 9964.9 As-Built Total: 9964.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water - Total Cooling + Heating + Hot Water - Total Points Points Points Points Points Points Points Points 20386 13814 10984 45184 T 9968 11990 9965 31923 PASS O4,tIAE STA?( S fa a EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: BELVEDERE STREET,ATLANTIC BEACH,FL,32266- 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/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surround:extends foundation&wall sole or sill plate;joints between exterior wall panels at comers penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed tha 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 orjoint 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 regts 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 W all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient 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. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge D/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =88.4 The higher the score,the more efficient the home. GLENN GAYNON, BELVEDERE STREET, ATLANTIC BEACH, FL, 32266- 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:36.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER-- 14.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 14.00 _ 6. Conditioned floor area(ft2) 3237 ft2 c. N/A 7. Glass area&type Single Pane Double Pane _ _ a. Clear-single pane 0.0 ft2 0.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 0,0 ft2 _ a. Electric Heat Pump Cap:36.0 kBtu/hr _ c. Tint/other SHGC-single pane 39.0 ft2 491.0 ft2 _ HSPF:8.00 _ d.Tint/other SHGC-double pane b. Electric Heat Pump Cap:24.0 kBtu/hr _ 8. Floor types - HSPF:8.00 _ a. Slab-On-Grade Edge Insulation R=0.0, 142.0(p)ft _ c. N/A b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons _ a. Frame,Wood,Exterior R=21.0,2069.0 ft2 _ EF:0.97 _ b.Concrete,Int Insul,Exterior R=11.0, 1127.0 ft2 _ b.N/A c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1666.0 112 _ 15. HVAC credits MZ-C,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 15.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) DI-VUE SIr in this home before final inspection.Otherwise,a new EPL Display Card will be completed 4�y , qr based on installed Code compliant features. ? o Builder Signature: Date: 1 Address of New Home: City/FL Zip: �CpD WE tq� *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 EPADOE EnergyStar7mdesignation), 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.ucfedu 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. EnergyGauge®(Version: FLRCSB v3.30) Project Summary Date: Entire House By: DONOVAN HEATING AND AIR CONDITIONG 315 6 TH AVE SOUTH,JACKSONVILLE BEACH,FL 32250 Phone:904241-3785 Fax:904241-3745 Email:billCdonovanac.com Web:www.donovanac.com Project • • For: GLENN GAYNON BELVEDERE STREET,ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville, Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 25 OF Outside db 96 OF Inside db 70 OF Inside db 72 OF Design TD 45 OF Design TD 24 OF Daily range L Relative humidity 55 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 49197 Btuh Structure 42041 Btuh Ducts 6888 cfm Ducts 8137 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh AED excursion 0 Btuh Equipment load 56084 Btuh Use manufacturer's data n Rate/swing multiplier 1.01 Infiltration Equipment sensible load 42462 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 7571 Btuh Ducts 896 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 3172 3172 Equipment latent load 8467 Btuh Volume(ft') 30862 30862 Air changes/hour 0.35 0.35 Equipment total load 50929 Btuh Equiv.AVF(cfm) 180 180 Req.total capacity at 0.70 SHR 5.1 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XE 1000 Weathertron Trade XE 1000 Weathertron Model TWRO60D Cond TWR060D Coil TWE060P13 Efficiency 8.4 HSPF Efficiency 10.9 SEER Heating Input Sensible cooling 43050 Btuh Heating output 61000 Btuh @ 47°F Latent cooling 18450 Btuh Temperature rise 31 OF Total cooling 61500 Btuh Actual air flow 1800 cfm Actual air flow 1800 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.10 in H2O Static pressure 0.10 in H2O Space thermostat Load sensible heat ratio 0.83 Boid/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrlo"tsoft Right-Suite Residential 5.9.35 RSR39613 2005-Jul-19 12:50:39 CAMy DocumentslWrightsoft HVAC\GAYNON.rrp Calc=MJ8 Orientation=E Page 1 T os 40" 1 T Ake �o10076. , oQ O Xv '44 ` DA tID ST oR REEr Ol"INANOE NUM SED BY fat Ml�G` i� A \ $OERL y pARKBER ss_7s l RIC,H7 OF WAYNUE) } 400 O IN A 1310, Moi op s R oN 10 \ h'o S zo fi' o fl 4� .'�"`� T 3 8r FS1C�F ST �F'T FT • �'2' �c�� �,� e 00r Mc£oRr� aim N l J?+ J SURVEY. .06 T C� OUI 22� �`�FFTF �\ . PAGES 2 AND" ` op U V UNES AS PER D r,4k S HEREON XAPPEARS (AREA R FLOOD PLAIN )ErERMINED FROM RATE MAP I _RFR 1?p07g pool rOT Sb,2�� THIS SBR VE GLENN GA yNot4. MADE FOR THE BEN EFt r n -a CA O S 114 L DT 4f5/ Lor 5 :2 tt e � $ Cob"COO'0►�"��., .. � / - �+MV �J to/.a_u._ -� • ' I'RoFr� ELS. - '� N tp, � � . N 5 8RG . 5�• , . 1 0T. 5�a 5 / TIffPLA4 U�Zir�l� Gc��IsT, 2 ��- N � An �, IW9iO w Q. w 4 �L o� -407 /P+ 1p 7 PERMIT WORKSHEET Certificate of Occupancy_ Job Address: n Type Work: ��� Property Owner: Phone # Contractor: Phone # Permit#: Il5_ Date Issued: Tree Permit# Foundation Permit# Demolition Permit# �POnI� BUILDING ELECTRIC # 2 MECHANICAL # PLUMBING # .7 p Tem .Power# 1g 5 Footing l JEA Release Date3• b6 Temp. Power Z Srab Letter Rec'd. Underslab �Q•3 •Q Tie Beam Temp Pole# 0 to a Lintel 1 ti0 '0 JEA Release Gas Piping Date Nailing/ R�1 v0 5 Water/ Sheathing 'L•13.0 Sewer Rough/ Framing Rough Rough Topout Insulation �,�•� JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release tC 1�.010 Date 3 0 Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# 5,19.0 Inspect: Nailing/Sheathing Final — � Fire Inspection: Failed Inspections: (�--� L7Baker . Baker Engineering Consultin P.L. ENGINEERINRG S.w �. (j'' C uWrii fo j".r� STRUCTURAL ENGINEERING SERVICES February 21,2006 Mr. Robert Leinenweber C/o City of Atlantic Beach Building Department Attention: Mr. Larry Higgins 800 Seminole Road Atlantic Beach, Florida 32233-5445 RE: The Gaynon Residence(BEC Job#05-125)200 Belvedere Street Dear Building Inspector: This letter shall serve as the Engineers' acceptance of the following: 1. On the west wall in the second level bathroom, only (1) threaded rod is required. Two Simpson MSTA flat straps shall be added to the exterior of the wall. 2. On the south wall in the second level spare bedroom, only (1) threaded rod is required. Two Simpson MSTA flat straps shall be added to the exterior of the wall. Should you have any questions or need additional information, please call me directly at 904- 398-9837. Sincerely, Tarlara G.Baker, PE Structural Engineer FL Cert.No.60000 1628 San Marco Blvd, Suite 13 Jacksonville,Florida 32207 Phone: 904.398.9837 Fax: 904.398.9838 r. 7Baker En ineerin & onsultiENGIA[C �w � 5if STRUCTURAL ENGINEERING SERVICES February 21,2006 Mr. Robert Leinenweber C/o City of Atlantic Beach Building Department Attention: Mr. Larry Higgins 800 Seminole Road Atlantic Beach,Florida 32233-5445 RE: The Gaynon Residence(BEC Job 405-125)200 Belvedere Street Dear Building Inspector: This letter shall serve as the Engineers' acceptance of the following: 1. On the west wall in the second level bathroom, only (1) threaded rod is required. Two Simpson MSTA flat straps shall be added to the exterior of the wall. 2. On the south wall in the second level spare bedroom, only (1) threaded rod is required. Two Simpson MSTA flat straps shall be added to the exterior of the wall. Should you have any questions or need additional information, please call me directly at 904- 398-9837. Sincerely, aker, E Structural Engineer FL Cert.No. 60000 1628 San Marco Blvd. Suite 13 .Jacksonville, Florida 32207 Phone: 904.398.9837 Fax: 904.398.9838 rt�<% v rr�t� j�1(�llll �l� ff>�� xrc� fsctc. June 20, 2005 Building Official City of Atlantic Beach 800 Seminole Road Atlmrtic Beach,Fl. 32233 Building Official, This letter is concerning 200 Belvedere Street for Eastern Shores Construction Inc., and Robert Leinenweber.We have an electrical permit#05-00031247 on file for the new residence.We are requesting power be released for the premises to allow for the construction project to be completed. All electrical circuits are capped off and are in a safe condition. If you need to contact me my cell# is 219-5044. ank o , Jvo C 4Alex S. Li baugh Master electrician EC 130002296 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ;) ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033340 Date 6/22/06 Property Address . . . . . . 200 BELVEDERE ST Tenant nbr, name . . . . . . EARLY POWER Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- -- - --- -- -- -- - -- -- BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 --- - - --- ----- --- - - --- -- -- - - - - - - - - - - ----- ------ - - - - - -- - -- - - - - ---- - ------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------- ---- -- - -- - -- - - - - -- - - - -- ----- - - - - ---- - -- - - --------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jun 28 2006 10:08AM Last Transaction Date Time Type Identification Duration Pages Result Jun 28 10:02AM Fax Sent 96654470 5:25 5 Jammed CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031228 Date 9/19/05 Property Address . . . . . . 200 BELVEDERE ST Tenant nbr, name . . . . . NEW RESIDENTIAL HOME Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 357224 Owner Contractor ------------------------ ------------------------ GRYNON, GLENN & DARLENE EASTERN SHORES CONSTRUCTION 1015 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-6056 ------------------------------------------------------------------ Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/19/05 Valuation . . . . 357224 Expiration Date . . 3/19/06 --------------------------------------------------------------------- Special Notes and Comments THIS PERMIT WAS CREATED AT NO CHARGE DUE TO ERROR IN ADDRESS ON PERMIT. ALL - FEES WERE PAID ON PERMIT NUMBER ^—,l0 05-31015 . NOTE: THE ADDRESS IN ERROR WAS 162 BELVEDERE. 67 Fee summary Charged Paid ----------------- ---------- ---------- Permit Fee Total . 00 . 00 00 Plan Check Total . 00 . 00 . 00 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �z BU Doc $ 2005327242, OR BK 12730 Page 1676, Number Pages: 3, Filed S Recorded :•..� 09/06/2005 at 03:29 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $27.00 I This lostrmamt prepared by and dt Atter recordation should be returned to: Wells Fargo Bank,N.A.-Comhvctlan L mftg 2799 Wells Fargo Way,MAC/X9901-08T Minneapolis,Minnesota SSW 0058279365 Permit No. Tax Folio No. NOTICE OF C011�IlVIENCEMF.NT STATE OF FLORIDA COUNTY OF CLAY THE UNDERSIGNED hereby gives notice that improvement will be made to certain in accordance with Chapter 713, Florida Statutes,the following information is provide 77 Commencement: I. Description of Property(legal description of the property and stmt address if avail /1 SEE 1.71TIQBIT"A•ATTACHED t38RST0 AND MADE A PART HEREOF FOR ALL �v D XXX BELVEDERE STREET,ATLANTIC BEACH,FLORIDA 32233 2. General description of improvement: Single Family Res- 3. Owner Information: (a)Name and address: GLENN A.GAYNON and DARLEN E C.G 162 BELVEDERE SI'RW,ATLANTIC BEACH,FLORmA 3 (b)Interest in property: (c)Name and address of fee simple titldtolder(if other than 4. Contractor(Name and address): EASTERN SHORES CONSTRU 1015 ATLANTIC BLVD,SUITE 240,ATLANTIC BEACH,FLO 5. Surety(if applicable): (a)Name and address: (b)Amount of Bond:$ 6. Lender(Name and address): WELLS FARGO BANK,N.A. 2799 WELLS FARGO WAY,MAC/X9901-OST MINNEAPOLIS,MINNESOTA 55467 7. Persons within We State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.Florida Statutes Name and address: 2 ���n T 3j2-2-8 OR BK 12730 PAGE 1677 365 8. In addition to himself,Owner deawntes WELLS FARGO BANK,N.A. 2799 WELLS FARGO WAY,MAC#X"01.Wr,MINNEAPOLIS,MDUMB TA MW to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. 9. Expiration date of notice of comnmcmmt(the expiration daft is 1 year from the date of recording unless a different date is specified): GLEN14 A. 1T— A Sworn to and subscribed before me tltis 31st day of August, 2005 He/She is personally brown to me or produced as identification. My Commission expires: is ,p"'" John 8.Moss C0"W"06n*DDV@M .EK°°J 2009 f+OR BK 12730 PAGE 1678 ell s, Exhibit"A" Part of Lots 452 and 453,together with a part of David Street(formerly Park Avenue,as dosed by Allen&Beach City Ordinance 65-76-1),aft as shown on plat of Section No.1 Sattair,as recorded in Plat Book 10,page 8 of the current public records of Duval County,Florida,being more particulady described as follows. For a point of reference commence at the Northeasterly comer of said Lot 452,thence South 22 degrees 32 minutes 00 seconds West,along a Southerly protection of the Westerly right of way line of Belvedere Street(a 50 foot right of way as now established),a distance of 75.00 feet to the Point of Beginning;thence continue South 22 degrees 32 minutes 00 seconds West.along said Southerly projection,a distance of 55.00 feet to the Northerly line of the South 20 feet of aforementioned David Street;thence Nath 67 degrees 28 minutes 00 seconds West,along last said Northerly line,a distance of 100.00 feet to Its intersection with a Southerly projection of the Westerly lime of said Lot 453;thence North 22 degrees 32 minutes 00 seconds East,along last said Southerly projection line of lot 453,a distance of 55.00 feet;thence South 67 degrees 28 minutes 00 seconds East,a distance of 100.00 feet to the Point of Beginning. Being the some property described in Warranty Deed recorded in Official Records Book 10011 page 29 and 30 of the current public records of Duval County,Florida,plus the North 5 feet of property described in Official Records Book 10043,page 552 of the current public records of Duval County,Florida. STATE OF FLORIDA DUVAL COUNTY 1,THE UNDERSIGNED Cleric of fhe Cines Cour%Duval County Florida,DO HEREBY CERTIFY the within and b"ohbg is a he and correct copy of the ori anal as It appears on record and file In the office of the Clerk of Circuit Court of Duval County,Florida, and the same is in full force and effect WITNESS my hand and seal of Cleric of Circuit Court at Ja bixivitle,Florida,this the 1,Lday of N .D.,201i��. JIM FULLER �y Clerk,Circuit and County Courts 4 n uvai nty,flea 1Jw - j�QMrhl P�nr4 Baker Baker Engineering & Consulting. P.L. fNWNFi.11NG 8TRUCTURAL ENuimeeKme seRvices February 21,2006 Mr.Rohert Leiwnweber Clo City of Atlantic Beach Building Department Attention:Mr. tarry Higgins 800 Seminole Road Atlantic Beach,Florida 32233-5445 KF.: The Gaynon Residence(BEC Job#05-125)200 Aelvederrd Suet Dear Building Inspector: This letter shall serve as the Engineers' acceptance of the follov jng: 1. On the west wall in the second level bathroom,only(1)threaded rod is required. Two Simpson MSTA flat strstps shat l be added to the exterior of the wall. 2. On the south wall in the second level spare bedroom, only (1) threaded rod is required. Two Simpson MSTA flat straps shall bye added to the exterior of the we. Should you have any questions or need additional intonnation,;please Call me directly at 904- 398-9837. 04398-9837. Sincerely,_, Tamara G.Baker,PE Structural Engineer FT.Cert.No.60000 1628 San Marco Blvd.Suite 13 Jacksonville,Florida 32207 Phone:904.398.9837 1--im 904.398.4838 l/l a6sd !AdLa:8 90- lC-gad `8E96 66E ti06 :038 A,9—i 1 r i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -/ ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031305 Date 9/26/05 Property Address . . . . . . 200 BELVEDERE ST Tenant nbr, name . . . . . . INSTALL 21 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ STEEG PLUMBING CO. , INC. P.O.BOX 330536 ATLANTIC BEACH FL 32233 (904) 249-5191 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee 182 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 182 . 00 182 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 182 . 00 182 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r.� BUILDING OFFICIAL CITY OF ATLANTIC BEACH O PLUMBING PERMIT APPLICATION Date: 1-216-e5, Property Address: 4� �P/!�r�Pd.,.�_ Owner: yJwO✓I / Telephone ss: Contractor: �7�f'4 1_k:' �� .-T7 C Telepbone _f�P, /11, ��, 5 e, 3 Contractor Address: Fax Fs: In contidendon of permit given for doing the work aY dcsa-ibcd in the above statctncrtt, we hereby agree to pertorm sura ,�urk accordance,with the at=hcd plans and specifications wruch arr a pan hereof and in accordance with the Ci(N ui A(itun , bcaun ordinance and standards of good pracdiee listed therein. lnstalladon of plumbing and dxru s must be in accordance with the most recent edition of Me Soutnern �)=daru P;urr,U(ng Code. Plumbing Type' If other conscuction is beteg done on (tits ouildu)5 site. Type: i list the building permit number X_ Re-Pipe Number of Fixtures: Bath Tubs _ Showers �J Closets Shower Pans Dishwashers Su-Lks ' Disposals Urinals Floor Drains f Washing 'v1°�ntnr Lavatory Water I 1 Sewer f Water Heaters + Other Fees I'Permit Issuing Fee: S35.00 Total Fistures: _ X S7.UU - $35.UU R 800 Seminole Road • Atlantic Beach, Florida 32233.5445 Phone: (904)247-5800 • Fax: (904) 247-5845 • http:/lwww.cl.atiantic-beach.fl.us CITY OF ATLANTIC .BEACH PLUMBING PERMIT APPLICATION Date: Property Address: tt �t°/�e�P�kyr Owacr: Y,,00,, Telephone a: �.� _.__. ....... iContractor: 5t'Ie.4 Telephone a: Contra etor Address: -,�4b1 /#Dih .19yi y >n cauiderettvn petAslt vttafat Wolk w Qescribed in the above swcmanL we haaby ugrce to pdrtorm su,o• vnc w uxordsnoa wlth{tUs ttA MW pkat WWfpeeidarions wrueh en a prat herecrand in accordancc with the c';c• ut Attunti� Bco& ordiriamo std 3wAdv*orpw praWat UsteA thcrcin. InstsUst"or pluotbwx Wo dxpgw roust be in accordance with the most recent edition of the Soutna;rn ytandaru F'rumuurg Code. plumbing Type: tf other construction is betas done on to � 6uttdury, if sat:, New I fest the building permit number3,>� �H 0 Re-pipe Number of Fixtures: Bath Tubs _ Showers Closets Shower P its 1 I 1 Dishwashers S wt s Disposals U rirw l s Floor Drams Wasn,ngac ntnr Lavatory r Water t Sewer Water Heaters Other Fees !'Permit Wulag Fee: 535.00 Total Fixtures: X $7.04) - S35.00 goo SoMinot*Road Atlantic Beach, Florida 32233S44S phone: (904)2474aOo • Fax: (944) 247-6W- nttp:/Mrww.cl.aUantic-beach,tl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031247 Date 9/19/05 Property Address . . . . . . 200 BELVEDERE ST Tenant nbr, name . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ---- -------------------- BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ---------- ------------------------------------- ---------- ------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee 70 . 00 Plan Check Fee . 00 Issue Date Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --------- - ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL,PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _�/t%A- 20_ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MA T E T I SIGNATURE: k jk OWNERS NAME: ADDRES C BOX BLDG. SIZE BETWEEN: RES.( ) APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP* SIGNS( ) SQ, FT, SERVICE: NEW INCREASE REPAIR CONDUCTOR SIZE AMPS: COPPER ALUM. FEES -2'461) SWITCH OR BREAKERZAMPS PH W VOLT RACEWAY lJ EXIST. SERV. SIZE AMPS PH W IVOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. lKVA NO. lKVA NO.NEON TRANSF. NO I VA I MAMOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 512/2002 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC EACH FL INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031248 Date 9/19/05 Property Address . . . . . . 200 BELVEDERE ST Tenant nbr, name . . . . . . NEW SERVICE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ------ ----------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING.OFFICIAL �s~air CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: (� Property Address: LAIL, � Owner: Telephone #: ; Contractor: lG9 ( Telephone #:Z- Contractor Address: �7�� z1 � Fax #• '21f-0-2d " In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in j accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach I ordinance and standards of good practice listed therein. I Bu'lding: B�}ilding Type: 0 Trailer Service: If other construction is New / Residence O Temp. l " New being done on this building Old 0"` Commercial 0 Signs O Increase Pr site,tis the building Permit ; I 0 Rewire 0 Addition Sq. Ft. 0 Repair —V/j,7t5 Conductor Size AMPS: COPPER M ALS Switch or /�� RACE Breaker AMPS PH W VOLT?-JW WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches locandescent Fluorescent & SMV Fixed o,loo AMPS OVER BELL A fiances TRANSFER. Air H.P.RATING H.P. RATING CEILFNG KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS v V Transformers NO KVA NO. KVA ,o Neon_Transf. -Ea._Sign Miscellaneous 1 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 - http://www.ci.atiantic-beach.fl.us