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320 5th St (vault) (2) S s f CITY OF ATLANTIC BEACH _, sl WELL PERMIT APPLICATION Date: ' ' 6 Job Address: Owner of Property: Owner's Telephone: Contractor: z Contractor's Address: 40 Telephone: _h. _ � Fax: Is well to be used for drinking purposes? ➢ Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. ➢ A reduced pressure zone backflow preventer must be installed on the City water service on the customer side of the meter. A certified tester must test the backflow preventer and a copy of the results sent to Public Utilities. Department Notes: I agree to comply with regulations stated herein: ,::/s -!01 4�z4ZK - < 'gnature Date 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800•Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 6/25/04 CITY OF ATLANTIC BEACH 800 SEAMOLE ROAD : ATLANTIC BEACH,FL 32233 + k INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033467 Date 7/25/06 Property`Address . . . . . . 320 5TH ST Tenant nbr, name . . . . INSTALL FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 Owner Contractor ----------------- ------- ------------------------ MCCAWLEY, PETER & INGRID SUNSET FENCE, INC. 12341 CLEAR LAGOON TRAIL ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 220-3050 ----------------------- ----------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . valuation . . . . 0 ------------------ ---------------------------------------------------------- Special Notes and Comments HEIGHT OF FENCE LIMITED TO 4 FEET WITHIN 20 FEET OF STH STREET PROPERTY LINE. 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 WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane S. Doerr. '- Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Lk, `" CC �O Property Address: r}^( Applicant: Project: 3' c l t I 1-61 ���� This permit application has been: �Ld Approved as noted by the Department. ZF' al application approval must co from the Building Department. viewed and the following items need attention: nm cae. n _ 1 � 0-00 ftX IV e re 01 Y001 Rr 4 . I r_- - L . . IV&Afll HOW794 !�t!t dot V IN pLrT-q C011th Please re-submit your application wh these items have been completed. Reviewed By: Date: Date Contractor Notified: I,, f1 /7• Ifk ��V'b - 7.iz . oG �on 1�ro� W CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: w J;3519) PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: Owner's Name: Address: al7t� (' Phone: Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: 1 ~f i% 1 _ i ,�, ►, M Address: Phone: ,Ly Z' 1 00w City: '�I 1 C)L s C�n V t State: r L. Zip: -s2-z-46 Fax: Type of fence and materials to be used: pY e S S VYP__ tC P Q&.P j W 0 o 1 Valuation Of Fence: [1[�. Interior Lot ❑Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity re;aired? " ;D If yes,Flease submit with this application. Tree Protection: Wf NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: �n ca,c Mailing Address: �r`3,L . � ��Y.rJ a 1" /" Phone: .. ; + C Fax: i- ... [f , �i E-Mail: 1 M,C C r wfr,-( �Gr L IK �« �-T 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 - http,//www.ci.atlantic-beach.fl.us Page'1 Revised 3/04/04 I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 1 21�" Signature of Owner: Date: AS TO OWNER: (j Sworn to and subscribed before me this _ day of 7aak I 20 State of Florida,County of Duval L SHIRLEY L.GRAMM - Notary's Signature: ---'—' Notary Public-Stale of Fbdde • duly Commission Expires Feb 14,2010 ^. ersonall known r F,�,,,, Comm��sion#DD 518533 ❑ Y Bnnd-d Aa N 'orfal Notary Assn. Produced identification /- Type of identification produced Yf 9r7— Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this I day of ,20M. State of Florida,County of Duval Notary's Signa ❑ Personally known 9-Prouced identific 'o K.CUti11N�It3ilA41 Type of identification produced NoMq Public-SM of Fkaft CaaimWisa Eat Fafa 3>l, Colimbft S W 53M 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 2 Revised 3/04/04 SUNSET FENCE & DECK CO., INC. Specializing in Custom Built Fences & Decks SUNSET Jacksonville, FL 32246 Fen a Coo (904) 220-3050 (904) 242-9006 Mobile (904) 759-2009 51AND`ARD FENCE AGREEMENT DATE: $-t� DIAGRAM G CUSTOMER:' r "ink, j�TcS�KfiJ�' ADDRE55 � PHONE: (C) (H) ®�®3 q 1 0 (W) DIRECTION5: CONTRACT PRICE l TOTAL FEET j' f g✓ �qi�� ,+ r ✓ PRICE!f& BALANCE DUE ON COMPLETION ❑ Good Side In ❑Good Gide Out ❑Tear Down / Haul Away Buyer purchases the described fence from Seller4upon the following terms. The Seller shall not be responsible for any delays occasioned by reasons of strikes,weather conditions,failure of usual sources of supplies and materials. Buyer will clear and prepare site for fence including removal or protection of trees, pipes, pipe lines,cable lines,phone lines, power lines,or other improvements affect by this construction unless otherwise specified herein,and if any extra labor or material is required,the same will be A by the Buyer. Buyer shall be responsible for all surveyed lines around his/her property. Buyer will furnish elec- tricity while fence is under construction. If the Suyer selects a custom made fence product in vinyl or aluminum,and decides to cancel this contract after three business days from the date of execution of this agreement, Buyer agrees to pay any and all restocking charges incurred by the Seller as a result of cancellation. Buyer will be responsible for fence permits if required. Seller will supply ma ials and labor for the following fence to be installed. zy Z& ZQ2e Imes- BUYER AGREES TO ALL TERMS: 5ELLER: �/ BUYER: DATE: DATE: vv P SHOWING SURA ;�a�TATLANTIC BEACH,1� BLOCN s, PLAT NO. i SUBDIYISILOT 7 AND LUT 9.ASRECORDED IN PLAT BUOY5, PAGIs 69. OF THIS' CPUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FIFTH TREET 40' PUBLIC CHT—OF—AAY �•!p K. POWER WA IO CLEAR P Cf POLE APPROXIMATE EDGE OF PAVE NT _/(100.0' PLAT CABLE RISER OVERHEAD ELEG_TRIC LINES __ 100.03 A 4 CLEY 4` CONCI3L'Y'E SIDL�P`ALIf W ' (150.0T)0 ) (PLA FOUND 1/2" REBA DETER - TO LINE G Q NO CAP • ; 9Q'12 00" NCRETE/�p� WALKWAYG �. "' v a 4 Q �'�• b� A °' �t w r, 3EE';RAIL w4� k:': 4y� 41g �3 p 0. •¢�, 34.- 20.8' o • 4 • � � NE & STO F ME y � .. 0.2' H RESno T NCE3 d' WOOD CO A PAD t E � h j to LOT fi o� = oo a" v a Q i wr : : II 0.B' j Al2 r6.s' �. 211d STORY 1 r, 1q FLOOR � u 2.2!"" �,. m L4 4' WOOD _ FENCE 0.7' f 6' WOOD O FENCE -4 o w g 3 f 'WOOD p V E 3 9 FOUND 1/2" IRON C AQQQ t4 C 04 " PIPE (NO CAP) '3 `r s' WOOD 3' WOOD FOUND 1 f2 REBAR i- �,ENCE a FENCE a 0. ACM L B,5702" (1000` 1PL+T) �.rk. 16016 T) (50.0- PLAT) 1.2' 5 0.6' {50.0' PLAT) 4&9W i.6 0.4 r FENCED 4�sW00D FENCE E ROACHES ENCROACHES 0.2' ' WOOD °' ENCROACHES 0.8 nnarn L* vCz 11lr Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jul 12 2006 9:48AM Last Transaction Date Time Type Identification Duration Pages Result Jul 12 9:46AM Fax Sent 92203050 2:16 2 OK NOTICE OF ------------ -- - Doc#2006258859,OR BK 1.3414 Page 583, {d NUrnber Pages:I State of 1 < Tf Filed&Recorded 07/2512006 at 03:23 PM, County of [A 1i G L- JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY To Whom It May Concern: RECORDING$10.00 The undersigned hereby informs you that improvements will be made to certain Mu tnupc,Ly,t uu m ac:comance wttn secuon 713 of the Florida Statutes,the following information is in this NOTICE OF CO N MEN 1 Legal Description of property be g improved: a&71) 1 >7 0 Address of property being improved: General description of improvements: Owner. �T QAdress: 3s � 16 , Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor. Address: <Yr Jr Telephone No.:- G� Fax No: - - -� 1�k&rrety(ifany) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person malting a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER , Signed: ip/",-, Date:: ! 2LI 0 i ;,01h8l"NIII Before me this 2�y. day of in the County of Duval,State DAVID 900W Of Florida,has personally appeared1 PObr-8"d Notary Public at Large,State of Florida,Coun of Duval. iC0M"aEat Mw211. - My commission expires: CO Mr 16ft 0,DD530664 or IOil- A NoWy As % Personally Known: Produced Identification- 'T)L. �F CITY OF ATLANTIC BEACH 804 SEMINOLE ROAD xs� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE.247-5826 I Application Number 06-00033961 Date 9/25/06 Property Address . . . 320 5TH ST Application type de criptjion WELL PERMIT Property Zoning . . . TO BE UPDATED Application valuati `n c 0 --------- --e-' - - --j- t --- --------------------------------------- Applicati 'ili I shallows viell 1i ------------ -- -I�-- � 44- -- -------------------------------------------- Owned . Contractor MCCAWLEY, PETER & I GRID WILLIAMS WELL DRILLING INC i P. O. BOX 330567 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-8489 ---------------------------------------------------------------------------- Permit . . . . . . WELL PERMIT Additional desc . Permit Fee . . . 35 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date . . 3/24/07 ------------------------ --------------------------------------------------- Special Notes and Comments owner must hire a ElumbeFito irtall a backflow preventer & makelthe connection from thE private property. please call malcom clemon 3 for insection 247 58 9: ----------p---- - --��--j �-I�� --�-- -------------------------------------------- Fee summ--a y �� urge Paid Credited Due - � ' - i { --- - -- - ---------- ---------- ---------- Permit F e` o al 3 �� 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total { 35'. 00 35 . 00 . 00 . 00 I I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH TALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ILA JobTruss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/8-10-04/FB s 54020131 F01 1 1 Job Reference o tional Universal Forest Products,Inc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1015:22:20 2004 Page 1 Scale=1:34. 3x6 TL20 FP= A B C D E F G H I J KL M N O P Q Al 1-4-0S1 S 1 S1 S1 S1 S 1 1 S1 S1 1 1 S1 1 1 1 AJ RI R2 AH AG AF AE AD AC AB AA Z Y X W V U T S R 3x3 TL20= 3x6 TL20 FP= 3x3 TL20= I 19-9-0 19-9-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefi 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 YES WB 0.03 Horz(TL) 0.00 R Ma n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight:871b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 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) AH=54/19-9-0,R=42/19-9-0,AG=146/19-9-0,AF=147/19-9-0,AE=147/19-9-0,AD=145/19-9-0,AB=145/19-9-0,AA=147/19-9-0,Z=147/19-9-0, Y=147/19-9-0,X=147/19-9-0,W=147/19-9-0,V=147/19-9-0,U=146/19-9-0,T=151/19-9-0,S=127/19-9-0 Max Horz AH=6(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD AH-AI=-49/0,A-AI=-49/0,R-AJ=-36/0,Q-AJ=-36/0,A-B=-6/0,B-C=-6/0,C-D=-6/0,D-E=-6/0,E-F=-6/0,F-G=-6/0,G-H=-6/0,H-1=-6/0,I-J=6/0,J-K=-6/0, K-L=6/0,L-M=-6/0,M-N=-6/0,N-0=-6/0,O-P=-6/0,P-Q--6/0 BOT CHORD AG-AH=0/0,AF-AG=0/0,AE-AF=010,AD-AE=0/0,AC-AD=0/0,AB-AC=0/6,AA-AB=0/6,Z-AA=0/6,Y-Z=0/6,X-Y=0/6,W-X=0/6,V-W=0/6,U-V=0/6,T-U=0/6, S-T=0/6'R-S=016 WEBS B-AG=132/0,C-AF=134/0,D-AE=-133/0,E-AD=-133/0,F-AB=-1 33/0,G-AA=-133/0,H-Z=-133/0,I-Y=133/0,J X=-133/0,K-W=-133/0,M V.134/0, N-U=-132/0,0-T=-137/0,P-S=-117/0 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/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 DURHAM BLDG/MCCAWLEY/&10-04/FB 540Od�20131 F02 FL12 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 M1Tek Industries,Inc. Tue Aug 1015:22:21 2004 Page 1 1-3-0 0iI{g i z oNS Scale=1:36. 5x4 TL20= 1.5x3 TL20 11 3x3 TL20= 3x3 TL20= 5x4 TL20= 1.5x3 TL20= 3x5 TL20= 3x3 TL20= 3x3 TL20= 1.5x3 TL20 11 3x6 TL20 FP= 3x5 TL20= 1.5x3 TL20= A B C D E F G H I J K WB 1 V 1 1 X Z - . I I V U T S R Q P O N M L 3x3 TL20= 3x5 TL20= 3x10 M1118H FP= 3x3 TL20= 3x3 TL20= 3x5 TL20= 3x3 TL20= 5x5 TL20= 3x3 TL20= 3x3 TL20= 5x5 TL20= i 9-0-0 11-3-0 20-3-0 20-3-0 Plate Offsets(X,Y): A:Ed a 0-1-8 K:0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.34 P-Q >712 360 MII18H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.53 P-Q >455 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.09 L n/a n/a BCDL 5.0 Cod@FBC2001/TP12002 (Matrix) Weight:103 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 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 10-0-0 oc bracing. REACTIONS (lb/size) V=1094/0-5-8,L=1094/0-5-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD V-W=-1089/0,A-W=-1087/0,L-X=-1089/0,K-X=-1087/0,A-B=-1124/0,B-C=-2822/0,C-D=-3915/0,D-E=-4509/0,E-F=-4509/0,F-G=-4509/0,G-H=-3915/0, H-I=-3915/0,I-J=-2822/0,J-K=-1124/0 BOT CHORD U-V=0/56,T-U=0/2120,S-T=0/3498,R-S=0/4307,Q-R=0/4307,P-Q-0/4509,O-P=0/4307,N-0=0/3498,M-N=0/2120,L-M=0/56 WEBS K-M=0/1452,A-U=0/1452,J-M=1385/0,B-U=-1385/0,J-N=0/976,B-T=0/976,I-N=-940/0,C-T=-940/0,1-0=0/581,C-S-0/581,G-O=-544/0,D-S=-544/0, G-P=-141/652,D-Q=-141/652,E-Q--316/15,F-P=-316/15 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 I SAI Job Truss Truss Type Qty Ply DURHAM MCCAWLEY/8-10-04/FB 54020131 F03 FLOOR------_ 1 . 1 Job Reference(optional) Universal Forest Products,Inc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MTek Industries,Inc. Tue Aug 1015:22:21 2004 Page 1 I Scale=1:35. 3x6 TL20 FP= A B C D E F TI G H I J K L M N O P Q Al -4-0S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 1 AJ AH AG AF AE AD AC AB AA Z Y X W V LI T S R 3x3 TL20= 3x6 TL20 FP= 3x3 TL20= 20-2-8 20-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 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 YES WB 0.03 Horz(TL) 0.00 R n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight:881b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 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 (lb/size) AH=59/20-2-8,R=68/20-2-8,AG=140/20-2-8,AF=149/20-2-8,AE=146/20-2-8,AD=146/20-2-8,AB=144/20-2-8,AA=147/20-2-8,Z=147/20-2-8, Y=147/20-2-8,X=147/20-2-8,W=147/20-2-8,V=146/20-2-8,U=147/20-2-8,T=144/20-2-8,S=158/20-2-8 Max Horz AH=11(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD AH-AI=-52/0,A-Al=51/0,R-AJ=-61/0,Q-AJ=-61/0,A-B=-11/0,B-C=-11/0,C-D=-11/0,D-E=-11/0,E-F=-11/0,F-G=11/0,G-H_11/0,H-1=-11/0,IJ=-11/0, J-K=-11/0,K-L=-11/0,L-M=-11/0,M-N=-11/0,N-0=-11/0,O-P=-11/0,P-Q=11/0 BOT CHORD AG-AH=0/0,AF-AG=0/0,AE-AF=0/0,AD-AE=0/0,AC-AD=0/0,AB-AC=0/11,AA-AB=0/11,Z-AA=0/11,Y-2=0/11,X-Y=0/11,W-X=0/11,V-W=0/11,U-V=0/11, T-U=0/11,S-T=0/11,R-S=0/11 WEBS B-AG=-129/0,C-AF=135/0,D-AE=-133/0,E-AD=-133/0,F-AB=-133/0,G-AA=-133/0,H-Z=-133/0,I-Y=133/0 J-X=133/0,K-W=-133/Q M-V=-133/0, N-U=-134/0,O-T=131/0,P-S=-143/0 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/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply DURHAM BLDG/MCCAWLEY/8-10-04/FB 54020131 F04 FLOOR 6 1 Jab Reference (optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1015:22:22 2004 Page 1 1-3-0 2-0-0 , 1-2-8 0-1-8i F--5I--- � i Scale=1:36. 5x4 TL20= 1.5x3 TL20 11 3x3 TL20= 3x3 TL20= 5x4 TL20= 1.5x3 TL20= 3x5 TL20= 3x3 TL20= 3x3 TL20= 1.5x3 TL20 11 3x6 TL20 FP= 3x5 TL20= 1.5x3 TL20= A B C D E F G H I J K WB 1 1 W 1 X V U T S R Q P O N M L 3x3 TL20= 3x5 TL20= 3x10 M1118H FP= 3x3 TL20= 3x3 TL20= 3x5 TL20= 3x3 TL20= 5x5 TL20= 3x3 TL20= 3x3 TL20= 5x5 TL20= 9-0-0 11-1-8 20-2-8 20-2-8 i Plate Offsets X Y: A:Ed a 0-1-8 K:0-1-8 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 0.68 Vert(LL) -0.33 P-Q >716 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.52 P-Q >458 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.09 L n/a n/a BCDL 5.0 CodeFBC2001/fP12002 (Matrix) Weight:103 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 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 10-0-0 oc bracing. REACTIONS (Ib/size) V=1091/0-5-8,L=1091/0-5-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD V-W=-1086/0,A-W=-1085/0,L-X=1087/0,K-X=-1085/0,A-B=1122/0,B-C=2815/0,C D=-3904/0,D-E=4490/0,E-F=4490/0,F G=4490/0,G-H=3890/0, H-1=-3890/0,IJ=-2791/0,J-K=-1090/0 BOT CHORD U-V=0/56,T-U=0/2115,S-T=0/3488,R-S=0/4292,Q-R=0/4292,P-0--0/4490,O-P=0/4283,N 0=0/3470,M-N=0/2086,L M=0/56 WEBS A-U=0/1448,B-U=-1382/0,B-T=0/973,C-T=-937/0,C-S=0/578,D-S=-541/0,D-Q=-144/647,E-Q--313/16,F-P=-317/13,G-P=-136/655,G-O=-548/0, 1-0=0/584,I-N=-944/0,J-N=0/981,J-M=-1385/0,K-M=0/1427 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 Oty Ply DURHAM BLDG/MCCAWLEY/8-10-04/FB 54020131F05 " ` 9ESR ---- _ 5 1 Job Reference Universao tional l Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1015:22:23 2004 Pagel 0-1-881-3-0 1 I 2-0-0 -; OI 10-41 Scale=1:32. 5x4 TL20= 1.5x3 TL20 11 3x3 TL20= 3x3 TL20= 5x4 TL20= 1.5x3 TL20= 3x4 TL20= 3x3 TL20= 3x3 TL20= 3x6 TL20 FP= 3x5 TL20= 1.5x3 TL20= A B C TI D E F G H I J 1 3 W 1 W U T S R O P O N M L K 3x3 TL20= 3x4 TL20= 3x10 M1118H FP= 1.5x3 TL20 11 3x5 TL20= 3x3 TL20= 5x5 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 5x4 TL20= I 9-0-0 11-1-8 18-2-8 18-2-8 Plate Offsets(X,Y): A:Ed a 0-1-8 J:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.28 P-R >778 360 MI118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.43 P-R >500 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WS 0.52 Horz(TL) 0.07 K n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight:941b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.1 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) U=981/0-5-8,K=981/0-5-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD U-V=-977/0,A-V=-976/0,K-W=-976/0,J-W=-975/0,A-B=-998/0,B-C=-2459/0,C-D=-3339/0,D-E=-3589/0,E-F=-3589/0,F-G=-3117/0,G-H=-3117/0, H-I=-2060/0,1-J=-742/0 BOT CHORD T-U=0/50,S-T=0/1877,R-S=0/3024,O-R=0/3596,P-4-0/3596,O-P=0/3589,N-0=0/3589,M-N=0/2707,L-M=0/1379,K-L=0/50 WEBS A-T=0/1288,B-T=-1222/0,B-S=0/810,C-S=-786/0,C-R=0/438,D-R=-371/0,D-P=-289/409,E-P 193/54,F-O=-70/246,F-N=-799/0,H-N=0/618,H M=-900/0 ,I-M=0/947,1-L=-1103/0,J-L=0/1145 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 goveming 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 ftm Job =ForestProducts, Truss Truss Type ,„ Qty Ply DURHAM BLDG/MCCAWLEY/a-1004/FB 54020131F06 FLOOR 1 1 Job Reference o tional Universal Inc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1015:22:23 2004 Pagel -10-4 0-A-81-3-02-0-0 0_� r- ; F--� Scale=1:32. 3x4 TL20= 1.5x3 TL20= 1.5x3 TL20 11 3x6 TL20 FP= 1.50 TL20= A B C D E F G HTl T2 I J V 1 3 W 1 W U T S R Q P O N M L K 3x5 TL20= 3x6 TL20 FP= 1.50 TL20 11 9-0-0 11-1-8 1 18-2-8 18-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.96 Vert(LL) -0.26 P-R >512 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.41 P-R >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 K n/a Ma BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight:94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, excep BOT CHORD 4 X 2 SYP SS end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) U=759/0-5-8,K=63/8-5-8,0=-37/8-5-8,N=442/8-5-8,M=503/8-5-8,L=233/8-5-8 Max UpliftO=-37(load case 1) Max Grav U=759(load case 1),K=63(load case 1),0=94(load case 3),N=442(load case 1),M=503(load case 1),L=233(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD U-V=-757/0,A-V=-756/0,K-W=-57/0,J-W=-57/0,A-B=-749/0,B-C=1741/0,C-D=-2203/0,D-E=1759/0,E-F=1759/0,F-G=-819/0,G-H=-819/0,H-I=-130/0, 1,J=-4/13 BOT CHORD T-U-0/39,S-T=0/1395,R-S=0/2090,Q-R=0/2185,P-Q-0/2185,O-P=0/1759,N-0=0/1759,M-N=0/562,L-M=0/165,K-L=0/3 WEBS A-T=0/965,B-T=-898/0,B-S=0/481,C-S=-485/0,C-R=0/157,D-R=-20/25,D-P=-579/0,E-P=0/168,F-0=0/397,F-N=-1278/0,H-N=0/358,H-M=-601/0, I-M=-108/0,I-L=-279/0,J-L=-25/1 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint O. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)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. 7)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/8-10-04/FB 54020131 F07 FLOOR 5 1 Job Reference (optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1015:22:24 2004 Page 1 01irB�S 1-3-0 20� 12� Scale=1:29. 5x4 TL20= 5x4 TL20= 1.5x3 TL20= 3x6 TL20 FP= 1.5x3 TL20 11 1.5x3 TL20= A B C D E F CiryH I T V1 1 W 1 U R Q P O N M L K 5x4 TL20= 3x6 TL20 FP= 1.5x3 TL20 11 5x4 TL20= 9-0-0 1 11-1-8 16-5-8 16-5-8 Plate Offsets(X,Y): A:Ed a 0-1-8 1:0-1-8 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 0.75 Vert(LL) -0.27 N-P >732 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.41 N-P >478 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 J n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight:85 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.1 D end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) S=885/0-5-8,J=885/0-5-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD S-T=-882/0,A-T=-881/0,J-U=-886/0,1-U=-885/0,A-B=-890/0,B-C=2148/0,C-D=-2847/0,D-E=-2847/0,E-F=-2795/0,F-G=-2795/0,G-H=-2142/0, H-1=-862/0 BOT CHORD R-S=0/46,Q-R=0/1668,P-0=0/2620,O-P=0/2984,N-0=0/2984,M-N=0/2795,L-M=0/2795,K-L=0/1625,J-K=0/46 WEBS A-R=0/1148,B-R=-1082/0,B-Q=0/668,C-Q=-656/0,C-P=0/317,E-P=-239/0,E-N=-430/209,F-N=-118/101,G-M=0/314,G-L=-945/0,H-L=0/719, H-K=-1061/0,I-K=0/1126 NOTES (6) 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)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 DURHAM BLDG/MCCAWLEY/8-10-04/FB 54020131 FOSLC37R Job Reference Initional Universal Forest Products,inc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1015:22:25 2004 Page 1 1 Scale=1:21. A B C D E F G H I J U 1 1 Ell E 1 Ell 1 Ell V tl 4-0 1 3x3 TL20--- 3x3 TL20= I 12-0-0 12-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 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 YES WB 0.03 Horz(TL) 0.00 K n/a n/a BCDL 5.0 CodeFBC2001/fPI2002 (Matrix) Weight:54 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 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) T=56/12-0-0,K=56/12-0-0,S=143/12-0-0,R=148/12-0-0,Q=146/12-0-0,P=147/12-0-0,0=147/12-0-0,N=146/12-0-0,M=148/12-0-0,L=143/12-0-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD T-U=-50/0,A-U=-50/0,K-V=-50/0,J-V=50/0,A-B=-8/0,B-C=-8/0,C-D=-8/0,D-E=-8/0,E-F=-8/0,F-G=-8/0,G-H=-8/0,H-1=-8/0,I-J=-8/0 BOT CHORD S-T=0/8,R-S=0/8,Q-R=0/8,P-Q=0/8,O-P=0/8,N-0--0/81 M-N=0/8,L-M=0/8,K-L=0/8 WEBS B-S=131/0,C-R=-134/0,D-0=-133/0,E-P=-133/0,F-0=-133/0,G-N=-133/0,H-M=-134/0,I-L=-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/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 Trus "" "" "- my Ply DURHAM BLDG/MCCAWLEY/8-10-04/FB 54020131 F09 FLOOR 1 1 Job Reference o tional Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1015:22:26 2004 Page 1 0-8-10 0-I31_ 3-0 _I 8�-� 01 9-�1 Scale:3/8"=1 3x4 TL20= 1.5x3 TL20= 5x6 TL20= 3x4 TL20= 3x6 TL20 FP= 1.5x3 TL20= A B C E F G H J X 3 4 W 1 1 Y CEO W V U T S R Q P O N M L K 3x6 TL20 FP= 1.5x3 TL20 I I 3x4 TL20= 5x4 TL20= 1.5x3 TL20 11 3x4 TL20= 4-3-12 1 8-7-8 1 10-3-0 18-0-0 18-0-0 Plate Offsets X Y: J:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.13 N-O >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.20 N-O >797 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 K n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight:98 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.1 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) W=11/0-5-8,K=674/0-5-8,T=1255/0-3-8 Max UpliftW=144(load case 3) Max GravW=159(load case 2),K=676(load case 3),T=1255(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD W-X=-154/148,A-X=-154/148,K-Y=-673/0,J-Y=-672/0,A-B=-62/192,B-C=0/527,C-D=-5/289,D-E=-831/0,E-F=-1510/0,F-G=-1713/0,G-H=1713/0, H-I=-1490/0,I-J=-650/0 BOT CHORD V-W=-8/8,U-V=-389/92,T-U=-712/0,S-T=711/0,R-S=0/301,0-R=0/301,P-O-0/1510,O-P=0/1510,N-O-0/1510,M-N=0/1758,L-M=0/1210,K-L=0/35 WEBS C-T=-1224/0,A-V=250/73,B-V=42/275,B-U=-437/0,C-U=0/452,J-L=0/837,I-L=-779/0,I-M=0/389,H-M=-373/0,H-N=95/78,F-N=-9/340,F-O=-298/0, E-P=0/326,E-0=-928/0,D-Q--0/743,D-S=-827/0,C-S=0/901 NOTES (8) 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 Ib uplift at joint W. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)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. 7)CAUTION,Do not erect truss backwards. 8)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply DURHAM BLDG/MCCAWLEY/8-10-04/FB 54020131 F10 � 9 1 Job Reference al o tion Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1015:22:27 2004 Page 1 0-,1,-81-3-0 , 1-6-0 T1 Scale:3/8"=1 3x3 TL20= 5x4 TL20= 1.5x3 TL20 11 3x3 TL20= 5x4 TL20= 1.5x3 TL20= 3x4 TL20= 3x3 TL20= 3x3 TL20= 3x6 TL20 FP= 3x4 TL20= 1.5x3 TL20= A B C TI D E F G H TP I J V 1 1 W 1 W U T S R Q P O N M L K 3x3 TL20= 3x4 TL20= 3x6 TL20 FP= 3x3 TL20= 3x3 TL20= 3x4 TL20= 3x3 TL20= 5x5 TL20= 3x3 TL20= 5x4 TL20= 1.50 TL20 11 7-9-0 9-4-8 18-0-0 18-0-0 Plate Offsets(X,Y): A:Ed a 0-1-8 J:0-1-8 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 0.43 Vert(LL) -0.22 O >964 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.35 O >613 240 BCLL 0.0 Rep Stress lncr YES WB 0.51 Horz(TL) 0.07 K n/a n/a BCDL 5.0 CodeFBC2001/fP12002 (Matrix) Weight:94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) U=970/0-5-8,K=970/0-5-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD U-V=-965/0,A-V=964/0,K-W=-969/0,J-W=-968/0,A-B=-984/0,B-C=-2427/0,C-D=-3265/0,D-E=-3559/0,E-F=-3559/0,F-G=-3144/0,G-H=3144/0, H-I=2183/0,I-J=-647/0 BOT CHORD T-U=0/50,S-T=0/1853,R-S=0/2972,Q-R=0/2972,P-Q=0/3559,O-P=0/3559,N-0=0/3462,M-N=0/2796,L-M=0/1545,K-L=0/50 WEBS A-T=0/1270,B-T=1209/0,B-S=0098,C-S=-759/0,C-0=0/489,D-Q=587/0,D-P=-120/168,E-0=-196/32,F-0=188/464,F-N=442/0,H-N=0/484, H-M=-853/0,I-M=0/887,I-L=-1249/0,J-L=0/1070 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 ANSVTPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/8-10-04/FB 54020131 F11 FLOQR�,; ._ 2 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1016:17:45 2004 Page 1 i Scale:3/8"=1 3x6 TL20 FP= A B C D E F G H I J K L MTP N O P A S1 S1 1 1 1 1 1 S1 S1 1 S1 S1 S1 1 AH 1-4-0 mom AF AE AD AC AB AA Z Y X W V U T S R Q 3x3 TL20= 3x6 TL20 FP= 3x3 TL20= 18-0-0 18-0-0 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 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 Q n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight:80 lb F BER BRACING CHORD 4 X 2 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excepCHORD 4 X 2 SYP No.2 end verticals. S 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ERS 4 X 2 SYP No.3 REACTIONS (lb/size) AF=52/18-0-0,Q=16/18-0-0,AE=148/16-0-0,AD=147/18-0-0,AC=147/18-0-0,AB=145/18-0-0,Z=145/18-0-0,Y=147/18-0-0,X=147/18-0-0, W=146/18-0-0,V=151/18-0-0,U=151/18-0-0,T=144/18-0-0,S=153/18-0-0,R=106/18-0-0 Max Horz AF=5(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD AF-AG=-48/0,A-AG=-48/0,Q-AH=-9/0,P-AH=-9/0,A-B=-5/0,B-C=-5/0,C-D=-5/0,D-E=5/0,E-F=-5/0,F-G=-5/0,G-H=-5/0,H-1=5/0,I-J=-5/0,J-K=-5/0, K-L=-5/0,L-M=-5/0,M-N=-5/0,N-0=-5/0,O-P=-5/0 BOT CHORD AE-AF=0/0,AD-AE=0/0,AC-AD=0/0,AB-AC=0/0,AA-AB=0/0,Z-AA=0/5,Y-Z=0/5,X-Y=0/5,W-X=0/5,V-W=0/5,U-V=0/5,T-U=0/5,S-T=0/5,R-S=0/5, Q-R=0/5 WEBS B-AE=-133/0,C-AD=134/0,D-AC=-133/0,E-AB=-133/0,F-Z=-133/0,G-Y=-133/0,H-X=134/0,I-W=-132/0,J-V=137/0,L-U=138/0,M-T=-131/0, N-S=-139/0,O-R=-101/0 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 ANSUTPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaiid only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/8-10-04/FB 54020131 t F12 fry, aa:3—. 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 1015:22:28 2004 Page 1 013i0 1-3-0 1-6-0 _I 1-1-0 Scale=1:30.1 3x3 TL20= 5x5 TL20= 3x4 TL20= 3x3 TL20= 3x3 TL20= 3x6 TL20 FP= 3x3 TL20= 3x4 TL20= 5x5 TL20= A B TJ C D E F G H i W 1 S R Q P O N M L K 3x3 TL20 11 3x6 TL20 FP= 1.50 TL20 11 3x3 TL20= 3x4 TL20= 3x3 TL20 11 5x4 TL20= 3x4 TL20= 3x3 TL20= 1.50 TL20 11 5x4 TL20= I 7-9-0 9-4-8 17-1-0 17-1-0 Plate Offsets X Y: A:0-2-0 Ede 1:0-2-0 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 0.42 Vert(LL) -0.18 O >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.28 N-0 >719 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 J n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight:90 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) T=926/0-3-8,J=926/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-T=-920/0,IJ=-921/0,A-B=-925/0,B-C=-2267/0,C-D=-2997/0,D-E=-3215/0,E-F=-2965/0,F-G=-2965/0,G-H=-2195/0,H-1=-822/0 BOT CHORD S-T=-O/0,R-S=0/1745,Q-R=0/2763,P-0=0/2763,O-P=0/3215,N-0=0/3215,M-N=0/3215,L-M=0/2712,K-L=0/1652,J-K=0/0 WEBS A-S=0/1231,B-S=-1140/0,B-R=0/727,C-R=-690/0,C-P=0/414,D-P=503/33,D-O=-158/169,E-N=-144/182,E-M=-532/5,G-M=0/434,G-L=-718/0, H-L=0/756,H-K=-1154/0,I-K=0/1162 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 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 Ill Jots Truss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/8-10-04/FB V 54020131 ]F01 _ -: 1 1 _ Job Reference o tional Universal Forest Products,Inc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Aug 10 15:22:20 2004 Page 1 I Scale=1:34. 3x6 TL20 FP= A B C D E F TJ G H I J KL M N O P Q Al 1-4-0S1 S1 S1 S1 1 S1 1 1 S1 S1 1 S1 1 S1 1 AJ AH AG AF AE AD AC AB AA Z Y X W V U T S R 3x3 TL20= 3x6 TL20 FP= 3x3 TL20= 19-9-0 19-9-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 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 TCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 R n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight:871b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 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 (lb/size) AH=54/19-9-0,R=42/19-9-0,AG=146/19-9-0,AF=147/19-9-0,AE=147/19-9-0,AD=145/19-9-0,AB=145/19-9-0,AA=147/19-9-0,Z=147/19-9-0, Y=147/19-9-0,X=147/19-9-0,W=147/19-9-0,V=147/19-9-0,U=146/19-9-0,T=151/19-9-0,S=127/19-9-0 Max Horz AH=6(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD AH-AI=-49/0,A-Al=-49/0,R-AJ=-36/0,Q-AJ=-36/0,A-B=-6/0,B-C=-6/0,C-D=-6/0,D-E=-6/0,E-F=-6/0,F-G=-6/0,G-H=-6/0,H-1=6/0,I-J=-6/0,J-K=-6/0, K-L=-6/0,L-M=-6/0,M-N=-6/0,N-0=-6/0,O-P=-6/0,P-0=-6/0 BOT CHORD AG-AH=0/0,AF-AG=0/0,AE-AF=0/0,AD-AE=0/0,AC-AD=0/0,AB-AC=0/6,AA-AB=0/6,Z-AA=0/6,Y-Z=0/6,X-Y=0/6,W-X=0/6,V-W=0/6,U-V=0/6,T-U=0/6, S-T=0/6,R-S=0/6 WEBS B-AG=-132/0,C-AF=-134/0,D-AE-133/0,E-AD=-133/0,F-AB=-133/0,G-AA=-133/0,H-Z=-133/0,1-Y=-13310,J-X=133/0,K-W=133/0,M-V=-134/0, N-U=-132/0,O-T=-137/0,P-S=117/0 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/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 Universal Forest Products Re: 54019695 Durham Building Materials McCawley Res. Roof 320 5th 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: 54019695 Al 54019695 A2 54019695 A3 54019695 A4 54019695 61 54019695 B2 54019695 C1 54019695 C2 54019695 D1 54019695 D2 54019695 E1 54019695 E2 54019695 F1 54019695 F2 54019695 G1 54019695 G2 Loading(psf) TCLL 20 TCDL 10 BCLL 10 BCDL 10 Wind: ASCE 7-98 per FBC2001; 120 mph; h= 15 ft;TCDL=6.0 psf;BCDL=6.0 psf; occupancy category II;exposure C;partially enclosed My license renewal date for the state of Florida is February 28,2005 8/5/2004 Joh esley License 55886 he seal on this drawi indicates acceptance of professional engineering responsibility solely for the truss component(s)li ed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer,per ANSI/TPI-2002 Sec.2. Eastern Division 5631 South NC 62 Burlington, NC 27215 IV: (336) 226-9356 Fav (336) 476 9146 Job Truss Truss Tyw0=001'110 �,'wl xlp' kh Qty Ply DURHAM BLDG/MCCAWLEY 1 GH 8-05 54019695 Al ROOF TRUSS 5 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:21 2004 Page 1 -2-0-0 6-11-2 12-8-6 19-0-0 25-3-10 31-0-14 38-0-0 40-0-0 2-0-0 6-11-2 5-9-4 6-3-10 6-3-10 5-9-4 6-11-2 2-0-0 Scale=1:70. 5x6 TL20= 6.00 12 E 3x6 TL20 3x6 TL20,�-, DT 5x10 M 118H- F 5x10 M1118H�- C W W3 W 2 G 1 yy C4) B H oA I I ; 3x8 TL20= N M L K J 3x8 TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x6TL20= 3x10 MI18H= 9-3-2 19-0-0 28-8-14 38-0-0 9-3-2 9-8-14 9-8-13 9-3-3 Plate Offsets(X,Y): [B:0-8-0,0-0-61, C: -5-0,0-3-01, H:0-8-0 0-0-6 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] L/d PLATES GRIP TCLL 20.0 Plates Increa 1.25 TC 0.58 Vert(LL) -0.30 L-N >999 240 M1118H 195/188 TCDL 10.0 Lumber Incre a 1.25 BC 0.92 Vert(TL) -0.64 L-N >702 180 TL20 245/193 BCLL 10.0 Rep Stress In r YES WB 0.48 Horz(TL) 0.17 H n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L,E-L,F-L REACTIONS (]b/size) B=2011/0-5-8,F=2011/0-5-8 Max Horz B=-336(load ca 6) Max UpliftB=-1183(load cE se 5),H=-1183(load case 6) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD A-B=0/53,B-C=-3398/1 7,C-D=-3192/1722,D-E=-2190/1280,E-F=-2190/1280,F-G=3192/1723,G-H=-3398/1758,H-1=0/53 BOT CHORD B-N=-1635/2956,M-N=- 185/2429,L-M=-1185/2429,K-L=-950/2429,J-K=-950/2429,H-J=-1299/2956 WEBS C-N=-312/504,D-N=-34 /745,D-L=-791/756,E-L=-720/1486,F-L=-791/756,F-J=-345/745,G-J=-312/504 NOTES (8) 1)Unbalanced roof live loads have been onsidered for this design. 2)Wind:ASCE 7-98;120mph(3-secondgust);h=15ft;TCDL=6.Opsf;BCDL=6.opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 3)This truss has been designed for a 10 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)All plates are M1120 plates unless othe wise indicated. 5)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by ott ers)of truss to bearing plate capable of withstanding 1183 Ib uplift at joint B and 1183 Ib uplift at joint H. 7)This truss design conforms with Florid t Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSUTP 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 interi joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild c ily when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ ements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design iformation 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 c rtification of the truss designer. LOAD CASE(S) Standard Job Truss TrussTyle' °1&6cny Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 A2 DUAL RIDGE GABLE 1 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 12:19:22 2004 Page 1 -2-0-0 7-9-4 15-0-0 19-0-0 i 22-2-12 38-0-0 40-0-0 2-0-0 7-9-4 7-2-12 4-0-0 3-2-12 15-9-4 2-0-0 Scale=1:72.1 5x6 TL20= 7x20 TL20= G 6.00 12 H E ST I 3x8 TL20 A*3 S 4 J AC S 3 K 3x8 TL20� D \ AD S 3 LM CW 2 BAJ 3 N O 3x6 TL20 3x L20� AH 4 5 P AI Q Cl? BRi R9 2x5 TI-2 R1 R oA S I 3x7 TL20= AA Z Y X W V U T 5x8 TL20= 3x8 TL20= 3x6 TL20= 3x10 MII18H=3x5 TL20,z�- 3x6 TL20= 10-2-3 19-9-13 29-6-8 38-0-0 10-2-3 9-7-10 9-8-11 8-5-8 Plate Offsets X Y: [B:0-3-12,0-1-81, E 0-7-10,0-1-31, M:0-2-15 Ede [R:0-4-0,0-3-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.66 Vert(LL) -0.30 B-AA >999 240 M1118H 195/188 TCDL 10.0 Lumber Increi se 1.25 BC 0.87 Vert(TL) -0.69 B-AA >522 180 TL20 245/193 BCLL 10.0 Rep Stress In r YES WS 0.75 Horz(TL) 0.10 R n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:234 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 2 X 4 SYP No.3 'Except* JOINTS 1 Brace at Jt(s):AC,AD,AF,AG,AH W4 2 X 4 SYP No.2 REACTIONS (lb/size) B=1644/0-3-8, _112/8-5-8,U=77/8-5-8,T=291/8-5-8,R=389/8-5-8,W=1745/8-5-8 Max Horz 8=-327(load ca a 6) Max UpliftB=-986(load ca a 5),V=-576(load case 6),T=-101(load case 5),R=-108(load case 6),W=-666(load case 6) Max GravB=1644(load ca a 1),U=90(load case 2),T=291(load case 1),R=389(load case 1),W=1745(load case 1) FORCES (lb)-Maximum Compression/Aaximum Tension TOP CHORD A-13=0/53,B-C=-2586/1 53,C-D=-2361/1292,D-E=-2332/1323,G-H=306/216,H-I=-303/148,1-J=-267/43,J-K=-292/9,K-L=-350/0,L-M=-302/0, M-N=-346/0,N-0=-479/ ,O-P=492/0,P-Q=-567/0,Q-R=-580/0,R-S=0/52,E-F=-348/195,F-G=-274/177 BOT CHORD B-AA=-1259/2243,Z-A -618/1514,Y-Z=-618/1514,X-Y=-912/2088,W-X=-912/2088,V-W=0/681,U-V=0/681,T-U=0/681,R-T=0/681 WEBS E-AE=-1922/1241,AC- E=-1873/1193,AC-AD=-1848/1187,AB-AD=-1905/1244,AB-AJ=-1905/1244,AF-AJ=-1940/1282,AF-AG=-2030/1376, AG-AH=-2053/1407,AH AI=-2054/1416,W-AI=-2112/1503,G-AC=31/58,H-AD=-137/225,F-AE=-98/99,I-AF=-204/344,J-AG=-53(77,K-AH=-5/19, L-AI=-129/195,N-V=-33 /488,O-U=-17/49,P-T=-200/151,C-AA=-399/641,E-AA=-523/921,E-Y=-432/787,Y-AJ=-344/591 NOTES (9) 1)Unbalanced roof live loads have been onsidered for this design. 2)Wind:ASCE 7-98;120mph(3-second ust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gril DOL=1.60. 3)This truss has been designed for a 10 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)All plates are M1120 plates unless othe wise indicated. 5)All plates are 2x3 TL20 unless otherwi a indicated. 6)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by ott ers)of truss to bearing plate capable of withstanding 986 lb uplift at joint B,576 Ib uplift at joint V,101 Ib uplift at joint T,108 Ib uplift at joint R and 666 Ib uplift at joint W. 8)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TP quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide braciF g where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does r ot 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 ac uracy of the design information as it may relate to a specific building. Any references to job names and locations are for admin strative 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 DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 A3 �"ri�� P 18IP�191f�B1G�IiiN�i�ahmm�aun�„,� 6 1 Job Reference(optional) Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:23 2004 Page 1 2-0-0 6-11-2 12-8-6 19-0-0 25-3-10 31-0-14 38-0-0 2-0-0 6-11-2 5-9-4 6-3-10 6-3-10 5-9-4 6-11-2 Scale=1:70.7 5x6 TL20= 6.00 12 E 3x6 TL20% 3x6 TL20 DT F 5x10118H 5x10 M1118H� C W W3 W3 2 G 1 W m B H �A I 0 3x8TL20= M L K J I 3x8 TL20 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= 9-3-2 19-0-0 28-8-14 38-0-0 9-3-2 9-8-14 9-8-13 9-3-3 Plate Offsets X Y: [B:0-8-4,0-0-61, C: -5-0,0-3-01,[G:0-5-0,0-3-01,[H:0-8-4,0-0-6] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.83 Vert(LL) -0.30 K-M >999 240 M1118H 195/188 TCDL 10.0 Lumber Incre se 1.25 BC 0.96 Vert(TL) -0.65 K-M >690 180 TL20 245/193 BCLL 10.0 Rep Stress In r YES WB 0.48 Horz(TL) 0.18 H n/a n/a BCDL 10.0 CodeFBC200ITP12002 (Matrix) Weight:195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-K,E-K,F-K REACTIONS (lb/size) B=2020/0-5-8,F=1878/Mechanical Max Horz B=363(load case 5) Max UpliftB=-1187(load c se 5),H=-1000(load case 6) FORCES (lb)-Maximum Compressiont Aaximum Tension TOP CHORD A-B=0/53,B-C=-3417/1 64,C-D=-3210/1730,D-E=-2209/1300,E-F=-2209/1288,F-G=-3264/1801,G-H=-3478/1844 BOT CHORD B-M=-1668/2972,L-M= 219/2446,K-L=-1219/2446,J-K=-991/2465,IJ=991/2465,H-I=-1480/3043 WEBS C-M=-312/503,D-M=3 45,D-K=-790/756,E-K=-735/1501,F-K=-816/784,F-I=-408/799,G-I=-353/548 NOTES (8-9) 1)Unbalanced roof live loads have been mnsidered for this design. 2)Wind:ASCE 7-98;120mph(3-second ust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gril DOL=1.60. 3)This truss has been designed for a 10 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)All plates are M1120 plates unless othe 'se indicated. 5)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by otl iers)of truss to bearing plate capable of withstanding 1187 Ib uplift at joint B and 1000 Ib uplift at joint H. 7)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSIfTP 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 interic r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid c my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 c ertification of the truss designer. 9)H28R:Right end may be attached to 2 K6 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq.Follow Simpson instructions for installation. LOAD CASE(S) Standard Job Truss Truss T Qty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 c��1� Y Irtl9�filGkll�Gi�&�N�balGltld1�1�9�IlUlfl�TGi'I�PIPIjNiNI$9p11i��iNfi���u.. 54019695 A4 ROOF TRUSS 1 1 Job Reference(optional) Universal Forest Products,inc.,Burlingti in,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:24 2004 Page 1 -2-0-0 19-0-0 38-0-0 2-0-0 19-0-0 19-0-0 Scale=1:71. 3x8 TL20= M 6.00 12 L N K p J p I Q 3x8 1.20 H S18 S18 R 3x8 TL20� G 7 S17 S a. 6 6 3x6 TL20\\ EF 4 5 5 4 T U D 3 3 V 2 C 1 S W co oA 5x8 TL20 AM A AK AJ Al AH AG AF AE AD AC AB AA Z Y X 3x7TL20� 5x8 TL20= 5x8 TL20= 38-0-0 38-0-0 Plate Offsets KY):: B:0-4-0 0-3-1 M: -4-0 Ed a AB:0-4-0 0-3-0 AI:0-4-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.29 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.12 Vert(TL) 0.02 A >999 180 BCLL 10.0 Rep Stress In r YES WB 0.13 Horz(TL) 0.02 W n/a n/a BCDL 10.0 CodeFBC200ITP12002 (Matrix) Weight:242 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt L-AF,N-AE REACTIONS (Ib/size) B=325/38-0-0, F=198/38-0-0,AG=200/38-0-0,AH=200/38-0-0,A1=201/38-0-0,AJ=197/38-0-0,AK=214/38-0-0,AL=143/38-0-0,AM=342/38-0-0 ,AE=198/38-0- ,AD=200/38-0-0,AC=200/38-0-0,AB=201/38-0-0,AA=196/38-0-0,Z=215/38-0-0,Y=142/38-0-0,X=350/38-0-0,W=141/38-0-0 Max Horz B=354(load case 5) Max UpiiftB=-175(load ca is 5),AG=-201(load case 5),AH=-163(load case 5),AI=-168(load case 5),AJ=-168(load case 5),AK=-166(load case 5), AL=-171(load ci se 5),AM=-171(load case 5),AD=-208(load case 6),AC=-162(load case 6),AB=-169(load case 6),AA=-165(load case 6), Z=-179(load ca 6),Y=-120(load case 6),X=-292(load case 6) Max GravB=325(load cas o 1),AF=198(load case 1),AG=202(load case 7),AH=200(load case 1),AI=201(load case 7),AJ=197(load case 7), AK=214(load ca 3e 1),AL=143(load case 7),AM=342(load case 1),AE=198(load case 1),AD=203(load case 8),AC=200(load case 1), AB=201(load c e 8),AA=196(load case 1),Z=215(load case 8),Y=142(load case 1),X=350(load case 8),W=141(load case 8) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD A-13=0/521 B-C=-410/2,C -D=-393/53,D-E=-281/53,E-F=-189/98,F-G=-183/106,G-H=-91/173,H-I=-30/237,I-J=-30/301,J-K=-30/363,K-L=-30/443, L-M=-29/393,M-N=-29/ 88,N-0=-31/413,O-P=-30/299,P-Q=-30/209,Q-R=-30/144,R-S=-30/80,S-T=-93/14,T-U=-98/6,U-V=-178/13,V-W=-328/49 BOT CHORD B-AM=-2/357,AL-AM= 357,AK-AL=-2/357,AJ-AK=-2/357,AI-AJ=-2/357,AH-AI=-2/357,AG-AH=-2/357,AF-AG=-2/357,AE-AF=-2/357,AD-AE=-2/357 ,AC-AD=-2/357,AB-AC -2/357,AA-AB=-21357,Z-AA=-2/357,Y-Z=-2/357,X-Y=-2/357,W-X=-2/357 WEBS L-AF=-125/0,K-AG=-12 225,J-AH=-120/187,i-AI=-120/192,H-AJ=-119/191,G-AK=-127/193,E-AL=-91/183,D-AM=-198/221,N-AE=-118/0, O-AD=-123/232,P-AC= 20/186,Q-AB=-120/193,R-AA=-118/189,S-Z=-127/200,U-Y=-90/153,V-X=-200/296 NOTES (11-12) 1)Unbalanced roof live loads have been onsidered for this design. 2)Wind:ASCE 7-98;120mph(3-second ust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gril DOL=1.60. 3)Truss designed for wind loads in the p ane of the truss only. 4)This truss has been designed for a 10 3 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are 2x3 TL20 unless otherwi a indicated. 6)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom ch d bearing. 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by ott ers)of truss to bearing plate capable of withstanding 175 Ib uplift at joint B,201 Ib uplift at joint AG,163 Ib uplift at joint AH,168 I uplift at joint Al,168 Ib uplift at joint AJ,166 Ib uplift at joint AK,171 Ib uplift at joint AL, 171 Ib uplift at joint AM,208 Ib uplift at joint AD,162 Ib uplift at joint AC,169 Ib uplift at joint AB,165 Ib uplift at joint AA,179 Ib uplift at joint Z,120 lb uplift at joint Y a id 292 ib uplift at joint X. 10)This truss design conforms with Fion a Building Code 2001,based on parameters indicated. 11)Truss shall be fabricated per ANSI/T I quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bra ng 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 pla .Building Designer shall verify all design information on this sheet for conformance with conditions and reauirements of the s ecific building and novernina codes and ordinances.The truss designer accepts no Job Truss Trus$Type Oty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 61 ROOF ', 5 1 Job Reference(optional) Universal Forest Products,inc.,Burlingti n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:25 2004 Page 1 -2-0-0 7-9-4 15-0-0 22-2-12 30-0-0 32-0-0 2-0-0 7-9-4 7-2-12 7-2-12 7-9-4 2-0-0 Scale=1:56.7 5x6 TL20= 6.00 V2 E 3x6 TL20 3x6 TL20�- 2x3 TL20 2x3 TL20 C D W 2 F G 1 W B H oA I I' 3x7 TL20= L K J 3x7 TL20= 3x4 TL20= 3x6 TL20= 3x4 TL20= 10-2-3 19-9-13 30-0-0 10-2.3 9-7-11 10-2-3 Plate Offsets(X,Y): B:0-3-12 0-1-8 H 0-3-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.64 Vert(LL) -0.29 HJ >999 240 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.83 Vert(TL) -0.67 H-J >530 180 BCLL 10.0 Rep Stress In r YES WB 0.72 Horz(TL) 0.10 H n/a n/a BCDL 10.0 CodeFBC200 /i'PI2002 (Matrix) Weight:140 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/size) B=1611/0-5-8,H=1611/0-5-8 Max Horz B=279(load cas 5) Max UpliftB=-972(load ca.,e 5),H=-972(load case 6) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD A-B=0/53,B-C=-2483/1 92,C-D=-2257/1233,D-E=-2231/1268,E-F=-2231/1269,F-G=-2257/1234,G-H=-2483/1293,H-1=0/53 BOT CHORD B-L=-1154/2145,K-L=- 4/1444,J-K=-534/1444,HJ=-876/2145 WEBS C-L=-427/642,E-L=-50 19,E-J=-507/919,G-J=-427/642 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by otl iers)of truss to bearing plate capable of withstanding 972 Ib uplift at joint B and 972 Ib uplift at joint H. 6)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSI/TP 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 interic r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 Gly Ply DURHAM BLDG/MCCAWLEY/GH 8-0.5 i 54019695 B2 DU V SON �_ 1 1 Job Reference o tional Uniyersal Forest Products,lnc.,Burlington,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:26 2004 Page 1 2-0-0 6-0-10 9-0-0 11-11-6 15-0-0 30-0-0 32-0-0 2-0-0 6-0-10 2-11-6 2-11-6 3-0-10 15-0-0 2-0-0 Scale=1:56. 5x5 TL20= H I G 5x8 TL20 T J 3x6 TL20,�', F D E 2 KL 6.00 12 AE 4 M AD 5 N 6 3x4 TL20 1 W AA 7 4 O 8 p 3x3 TL20 i AB M B Q o A 3x6 TL20= Z Y X W V U T S 5x8 TL20= 3x8 TL20= 3x6 TL20= 9-0-0 17-6-8 30-0-0 9-0-0 8-6-8 12-5-8 Plate Offsets X Y: [D:0-5-8,0-2-81, Q: -4-0,0-3-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.40 Vert(LL) -0.14 B-Z >999 240 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.60 Vert(TL) -0.33 B-Z >648 180 BCLL 10.0 Rep Stress In r YES WB 0.47 Horz(TL) 0.04 Q n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:181 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 7-6-5 oc bracing:B-Z 8-1-14 oc bracing:X-Z. JOINTS 1 Brace at Jt(s):AA,AC REACTIONS (lb/size) B=1055/0-3-8, 1062/12-5-8,W=-88/12-5-8,V=192/12-5-8,U=204/12-5-8,T=184/12-5-8,S=255/12-5-8,Q--351/12-5-8 Max Horz B=284(load cas 5) Max UpliftB=-683(load caE a 5),X=-297(load case 5),W=-331(load case 6),V=-134(load case 6),U=-169(load case 6),T=-191(load case 6),S=-92(load case 5),0-21load case 6) Max GravB=1055(load caa 1),X=1062(load case 1),V=201(load case 8),U=204(load case 1),T=186(load case 8),S=255(load case 1),Q=351(load case 1) FORCES (Ib)-Maximum Compression/ aximum Tension TOP CHORD A-B=0/53,B-C=-1398/7 ,C-D=-1157/611,H-I=-188/270,I-I=-208/206,J-K=-174/117,K-L=-150/65,L-M=-195/60,M-N=-189/0,N-0=-211/0,O-P=-281/0 P-Q=-295/0,Q-R=052 E-F=-181/180,F-G=-181/230,G-H=-197/294 BOT CHORD B-Z=-693/1195,Y-Z=-5 /1139,X-Y=-590/1139,W-X=0/417,V-W=0/417,U-V=0/417,T-U=0/417,S-T=0/417,Q-S=0/417 WEBS D-E=-1010/603,E-AE=- 33/633,AD-AE=-981/708,AC-AD=-1052/802,AA-AC=-1117/889,AA-AB=-1102/857,X-AB=-1135/890,H-AA=84/46, I-AB=86/116,G-AC=-1 /196,D-Z=-395/756,C-Z=-308/433,Z-AD=-227/290,J-W=-196/250,K-V=-85/168,M-U=-132/193,N-T=-111/205, O-S=-152/139,F-AE=-1 6/168 NOTES (8) 1)Unbalanced roof live loads have been onsidered for this design. 2)Wind:ASCE 7-98;120mph(3-secondgust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 3)This truss has been designed for a 10 D psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)All plates are 2x3 TL20 unless otherwi a indicated. 5)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 683 Ib uplift at joint B,297 lb uplift at joint X,331 Ib uplift at joint W,134 Ib uplift at joint V,169 Ib uplift at joint U, 91 Ib uplift at joint T,92 Ib uplift at joint S and 214 Ib uplift at joint Q. 7)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TP quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracir g where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does r 3t 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 sp cific 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 admin strative 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 DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 C1 "Mft9�gP�uGAO, w 13 1 Job Reference (optional) Unikersal Forest Products,inc.,Burlingto on,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 12:19:26 2004 Page 1 2-0-0 -0-10 9-0-0 11-11-6 18-0-0 20-0-0 2-0-0 -0-10 2-11-6 2-11-6 6-0-10 2-0-0 Scale=1:36.6 5x4 TL20= D 2x3 TL20 C �� 2x3 TL20 i 6.00 2 E I V2 1 W cr) B F �I I oA C' 3x6 TL20= I H 3x6 TL20= 3x6 TL20= 3x8 TL20= 9-0-0 18-0-0 9-0-0 9-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.40 Vert(LL) -0.12 F-I >999 240 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.60 Vert(TL) -0.29 B-1 >723 180 BCLL 10.0 Rep Stress In r YES WB 0.26 Horz(TL) 0.03 F n/a n/a BCDL 10.0 CodeFBC2001TP12002 (Matrix) Weight:82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=101110-5-8,F=1011/0-5-8 Max Horz B=193(load cas)5) Max UpliftB=-657(load case 5),F=-657(load case 6) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD A-B=0/53,B-C=-1287/6 6,C-D=-1051/559,D-E=-1051/559,E-F=-1287/657,F-G=0/53 BOT CHORD B-6-5301109111-1-6-42 '1091,F-H=-423/1091 WEBS C-1=-301/415,D-1=-375/ 05,E-6-3011/416 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by otl iers)of truss to bearing plate capable of withstanding 657 Ib uplift at joint B and 657 Ib uplift at joint F. 6)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSI/TP 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 interi r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 c edification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 C2 14 gNPaIM���ugpa w:� 1 1 Job Reference (optional) Universal Forest Products,lnc.,Burlingti on,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:27 2004 Page 1 2-0-0 9-0-0 18-0-0 20-0-0 2-0-0 9-0-0 9-0-0 2-0-0 Scale=1:36.6 3x6 TL20= G F H 6.00 12 E I D T T T 2 J 3x4 TL20\\ T T 3x4 TL20 C T T K B L Cl)A M I' 5x8 TL20= S R Q P O N 5x8 TL20= 5x6 TL20= 18-0-0 18-0-0 Plate Offsets(X,Y): [B:0-4-0,0-3-11, L: -4-0,0-3-11,[P:0-3-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) n/a - n/a 999 TL20 2451193 TCDL 10.0 Lumber In re 1se 1.25 BC 0.10 Vert(TL) 0.05 M >508 180 BCLL 10.0 Rep Stress In r NO WB 0.06 Horz(TL) 0.01 L n/a n/a BCDL 10.0 CodeFBC200 I/fP12002 (Matrix) Weight:89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=311/18-0-0, 311/18-0-0,Q=228/18-0-0,R=143/18-0-0,S=338/18-0-0,P=228/18-0-0,0=143/18-0-0,N=338/18-0-0 Max Horz B=183(load case 5) Max UpliftB=-262(load caE a 5),L=-284(load case 6),Q=-82(load case 5),R=-175(load case 5),S=-197(load case 5),P=-51(load case 6),0=-177(load case 6),N=-20 load case 6) Max Grav B=313(load cas 7),L=313(load case 8),Q=228(load case 1),R=145(load case 7),S=338(load case 7),P=228(load case 1),0=145(load case 8),N=338(load ase 8) FORCES (lb)-Maximum Compression/ aximum Tension TOP CHORD A-B=0/52,B-C=-180/26,C-D=-157/83,D-E=-42/96,E-F=0/156,F-G=-2/171,G-H=-21166,H-1=0/126,1-1=-9/50,J-K=-99/83,K-L=-122/26,L-M=0/52 BOT CHORD B-S=-30/264,R-S=-30/2 4,Q-R=-30/264,P-Q=-30/264,O-P=-30/264,N-O=-30/264,L-N=-30/264 WEBS F-Q=-142/108,E-R=-91 90,D-S=-195/241,H-P=-142/77,1-0=-91/194,J-N=-195/246 NOTES (11) 1)Unbalanced roof live loads have been onsidered for this design. 2)Wind:ASCE 7-98;120mph(3-second ust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gril DOL=1.60. 3)Truss designed for wind loads in the p ane of the truss only. 4)This truss has been designed for a 10 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are 2x3 TL20 unless otherwi te indicated. 6)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom cho d bearing. 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by ott ers)of truss to bearing plate capable of withstanding 262 Ib uplift at joint B,284 Ib uplift at joint L,82 Ib uplift at joint Q,175 Ib uplift at joint R,197 Ib uplift at joint S, 1 Ib uplift at joint P,177 Ib uplift at joint O and 204 Ib uplift at joint N. 10)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 11)Truss shall be fabricated per ANS11TI 11 quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide brac ng 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 plan:.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the st ecific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness ora curacy of the design information as it may relate to a specific building. Any references to job names and locations are for admi iistrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job :DL1J Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 ROO 'J�i;�M�flMGNlilnra�waa 24 1 Job Reference(optional) Uniyersal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 12:19:28 2004 Page 1 -2-0-0 5-3-4 8-0-0 2-0-0 5-3-4 2-8-12 Scale=1:17. 2x3 TL2011 D 2x3 TL20� 4.00 12 C W2 1 1 B 81 A 3x TI 20= 3x4 TL20= 8-0-0 8-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loo) 1/defl L/d PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.31 Vert(LL) -0.18 B-E >516 240 TL20 245/193 TCDL 10.0 Lumber Increi ise 1.25 BC 0.59 Vert(TL) -0.44 B-E >206 180 BCLL 10.0 Rep Stress ln,,r YES WB 0.10 Horz(TL) -0.00 E n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 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) E=362/0-3-8,B::535/0-5-8 Max Horz B=287(load ca 3) Max UpliftE=-248(load case 3),B=-407(load case 3) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD A-B=0/37,B-C=-316/22 ,C-D=-35/12,D-E=-53/74 BOT CHORD B-E=-348/248 WEBS C-E=-293/411 NOTES (6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gr i DOL=1.60. 2)This truss has been designed for a 1 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3)This truss requires plate inspection pi r the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 248 Ib uplift at joint E and 407 Ib uplift at joint B. 5)This truss design conforms with Flork a Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSI/T 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 interi r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild i my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 ertification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DURHAM BLDG!MCCAWLEY/GH 8-05 54019695 D2 2 1 Job Reference o tional Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:29 2004 Page 1 -2-0-0 8-0-0 2-0-0 8-0-0 TL2011 1:17.6 2x3 E 2x3 TL20 11 4.00 F12 D T W1 ST1 C B 1 A 3x5 20= 5x4 TL20= 2x3 TL20 11 2x3 TL20 I I 8-0-0 8-0-0 Plate Offsets(X,Y): B:0-1-12 0-2-4 B 04-12 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20,0 Plates Increa a 1.25 TC 0.34 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.30 Vert(TL) -0.06 A >433 180 BCLL 10.0 Rep Stress I r NO WB 0.11 Horz(TL) 0.00 n/a n/a BCDL 10.0 CodeFBC200 /TPl2002 (Matrix) Weight:34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=389/8-0-0,FA-71/8-0-0,G=587/8-0-0 Max Horz B=261(load cas 3) Max UpliftB=-316(load case 3),F=-71(load case 1),G=-355(load case 3) Max GravB=389(load cas 1),F=24(load case 4),G=587(load case 1) FORCES (lb)-Maximum CompressionY vlaximum Tension TOP CHORD A-B=0/36,B-C=-167/0, -D=-145/59,D-E=-45/11,E-F=-36/32 BOT CHORD B-G=O/O,F-G=0/0 WEBS D-G=-330/432 NOTES (9) 1)Wind:ASCE 7.98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 2)Truss designed for wind loads in the F lane of the truss only. 3)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection pc r the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Gable requires continuous bottom ch(rd bearing. 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 316 Ib uplift at joint B,71 Ib uplift at joint F and 355 Ib uplift at joint G. 8)This truss design conforms with Florid 3 Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI(rP 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 interi r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 c edification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 E1 R0Q6T MaWmM � 6 1 Job Reference(optional) Uniyersal Forest Products,lnc.,Burlington,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 12:19:29 2004 Page 1 -2-0-0 6-3-4 12-0-0 17-8-12 24-0-0 26-0-0 --i —rte 2-0-0 6-3-4 5-8-12 5-8-12 6-3-4 2-0-0 Scale=1:46. 5x4 TL20= D 6.00 12 2x3 TL20\\ 2x3 TL20 C W V2 E 1 cn B F oA GI, 3x6 TL20= J I H 3x6 TL20= 3x4 TL20= 3x6 TL20= 3x4 TL20= 8-2-3 15-9-13 24-0-0 8-2-3 7-7-11 8-2-3 Plate Offsets X Y: [D:0-2-0,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.13 F-H >999 240 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.57 Vert(TL) 0.07 G >370 180 BCLL 10.0 Rep Stress In r YES WB 0.34 Horz(TL) 0.06 F n/a n/a BCDL 10.0 CodeFBC200 /fP12002 (Matrix) Weight:113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1311/0-5-8,1=1311/0-5-8 Max Horz B=-236(load ca a 6) Max UpliftB=-814(load ca a 5),F=-814(load case 6) FORCES (ib)-Maximum Compressionj Vlaximum Tension TOP CHORD A-B=0/53,B-C=-1940/9 4,C-D=-1762/980,D-E=-1762/980,E-F=-1940/995,F-G=0/53 BOT CHORD B-J=-875/1668,I-J=-40 11136,H-I=-407/1136,F-H=-666/1668 WEBS C.J=-324/495,D-J=-37 708,D-H=-379/708,E-H=-324/495 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 3)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(byof ers)of truss to bearing plate capable of withstanding 814 Ib uplift at joint B and 814 Ib uplift at joint F. 6)This truss design conforms with Flori Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSUt 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 interi r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and reqL rements 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 ertification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 E2 �R�@. � - � � i��r�s ""� 1 1 Job Reference (optional) Universal Forest Products,lnc.,Burlingi n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 12:19:30 2004 Page 1 2-0-0 12-0-0 24-0-0 26-0-0 2-0-0 12-0-0 12-0-0 2-0-0 Scale=1:46. 3x6 TL20= H G I 6.00 12 J F E K D T 2 L 3x4 TL20 ET2 72 3x4 TL20 C 1 1 M M B J R1 B N OA O I, 5x4 TL20= X W V U T S R Q P 5x4 TL20= 3x5 TL20= 3x6 TL20= 3x5 TL20= 24-0-0 24-0-0 Plate Offsets X B:0-0-0 0-2-4 [13:0-11-8 Ed a [N:0-0-0,0-2-41, N:0-1-8 Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increa is 1.25 TC 0.34 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre ise 1.25 BC 0.17 Vert(TL) 0.04 O >657 180 BCLL 10.0 Rep Stress In Dr NO WB 0.08 Horz(TL) 0.01 N n/a n/a BCDL 10.0 Cod@FBC200 /TPI2002 (Matrix) Weight:127 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=316/24-0-0, =316/24-0-0,U=234/24-0-0,V=222/24-0-0,W=83/24-0-0,X=452/24-0-0,5=234/24-0-0,R=222/24-0-0,Q=83/24-0-0, P=452/24-0-0 Max Horz B=457(load ca 5) Max UpliftB=-220(load ca a 5),N=-237(load case 6),U=-89(load case 5),V=-193(load case 5),W=-115(load case 5),X=290(load case 5),S=-65(load case 6),R=-19 (load case 6),Q--111(load case 6),P=-296(load case 6) Max GravB=324(load cas 7),N=324(load case 8),U=234(load case 1),V=227(load case 7),W=83(load case 1),X=454(load case 7),S=234(load case 1) ,R=227(load c e 8),Q=83(load case 1),P=454(load case 8) FORCES (lb)-Maximum CompressionMaximum Tension TOP CHORD A-B=0/52,B-C=-322/85 C-D=-292/170,D-E=-134/109,E-F=-64/136,F-G=0/134,G-H=0/150,H-1=0/145,1-J=0/134,J-K=-20/136,K-L=-88/109, L-M=-249/170,M-N=-2 85,N-0=0/52 BOT CHORD B-X=0/0,W-X=0/0,V-W 0/0,U-V=0/0,T-U=0/0,S-T=-93/417,R-S=-93/417,Q-R=-93/417,P-Q=-93/417,N-P=-93/417 WEBS G-U=-172/109,F-V=-12 /219,E-W=-60/132,D-X=-260/331,I-S=-172/85,J-R=-129/224,K-0----60/129,L-P=260/335 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MW FRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 3)Truss designed for wind loads in the ane of the truss only. 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are 2x3 TL20 unless otherw a indicated. 6)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom ch d bearing. 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by otl iers)of truss to bearing plate capable of withstanding 220 Ib uplift at joint B,237 Ib uplift at joint N,89 Ib uplift at joint U,193 Ib uplift at joint V,115 Ib uplift at joint W,290 lb uplift at joint X,65 Ib uplift at joint S,197 Ib uplift at joint R,111 Ib uplift at joint Q and 296 Ib uplift at joint P. 10)This truss design conforms with Flori is Building Code 2001,based on parameters indicated. 11)Truss shall be fabricated per ANSI/f 11 quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide brac ng 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 pia t.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the s ecific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or curacy of the design information as it may relate to a specific building. Any references to job names and locations are for adm istrative 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 DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 F1 ROOF TRUSS 1 1 Job Reference(optional) Unjversal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:31 2004 Page 1 2-0-0 6-5-8 12-11-0 14-11-0 2-0-0 6-5-8 6-5-8 2-0-0 Scale:3/8"=1' 3x6 TL20= G F H 8.00 12 E 3x4 L20�� 3x4 TL20 3x10 TL20 I T T J 3x10 TL20 11 C T T K B L T T 1 � M 'Ell 101 Bi IBI e 3x3 TL20 I 3x3 TL20 11 12-11-0 12-11-0 Plate Offsets X [B:0-7-7,0-0-0], G: -3-0 Ed a [L:0-7-7,0-0-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increaa 1.25 TC 0.53 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.17 Vert(TL) 0.07 M >362 180 BCLL 10.0 Rep Stress I r NO WB 0.07 Horz(TL) 0.00 N n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) U=273/12-11-0,N=273/12-11-0,R=206/12-11-0,S=210/12-11-0,T=71/12-11-0,Q=206/12-11-0,P=210/12-11-0,0=71/12-11-0 Max Horz U=283(load ca 4) Max UpliftU=-165(load case 3),N=-177(load case 6),R=-38(load case 4),S=-232(load case 5),T=-241(load case 4),0--14(load case 3),P=-237(load case 6),0=-21 f(load case 3) Max GravU=278(load ca 7),N=278(load case 8),R=206(load case 1),S=213(load case 7),T=88(load case 3),0-206(load case 1),P=213(load case 8), 0=76(load case 7) FORCES (lb)-Maximum CompressionMaximum Tension TOP CHORD 8-U=-253/237,A-B=0/6 ,B-C=-168/128,C-D=-170/141,D-E=-75/135,E-F=-27/233,F-G=-25/214,G-H=-25/207,H-I=-27/207,1-J=-40/100,J-K=129/100 ,K-L=-128/89,L-M=0/6 ,L-N=-253/258 BOT CHORD T-U=-32/265,S-T=-32/2 5,R-S=-32/265,Q-R=-32/265,P-Q=-32/265,O-P=-32/265,N-O=-32/265 WEBS F-R=-127/57,E-S=-130 72,D-T=-37/170,H-Q--127/34,I-P=-130/276,J-O=26/159 NOTES (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right a osed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Truss designed for wind loads in the p lane of the truss only. 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are 2x3 TL20 unless otherw 3e indicated. 6)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom ch( d bearing. 8)Truss to be fully sheathed from one fa or securely braced against lateral movement(i.e,diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)Provide mechanical connection(by hers)of truss to bearing plate capable of withstanding 165 Ib uplift at joint U,177 Ib uplift at joint N,38 Ib uplift at joint R,232 lb uplift at joint S,241 Ib uplift at joint T 14 Ib uplift at joint Q,237 lb uplift at joint P and 218 Ib uplift at joint O. 11)This truss design conforms with Flori a Building Code 2001,based on parameters indicated. 12)Truss shall be fabricated per ANSIfT I quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bra 'ng 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 plai I.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the s ecific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or curacy of the design information as it may relate to a specific building. Any references to job names and locations are for adm istrative 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 DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 F2 ROOF TRUSS 1 "^M. dil1i 9 8'in IN)i V� 2 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 12:19:32 2004 Page 1 -3-13 6-5-8 9-7-3 12-11-0 3-13 3-1-11 3-1-11 3-3-13 5x4 TL20= Scale=1:30. C 8.00 12 3x5 TL20 i 3x5 TL20� B D 01 5x5 TL20= 4 W 5x5 TL20= A E W2 W2 r` v I H G 5x4 TL20= 7x6 TL20= 7x8 TL20= 7x6 TL20= 5x4 TL20= 3-13 6-5-8 9-7-3 12-11-0 -3-13 3-1-11 3-1-11 3-3-13 Plate Offsets X Y: A:0-3-0 Ed a E: -3-0 Ed a [G:0-3-0,0-4-8], H:0-4-0 0-4-12 1:0-3-0 0-4-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.07 H-I >999 240 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.61 Vert(TL) -0.10 H-1 >999 180 BCLL 10.0 Rep Stress In r NO WB 0.78 Horz(TL) 0.02 F n/a n/a BCDL 10.0 Cod@FBC200 /TP12002 (Matrix) Weight:185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, BOT CHORD 2 X 6 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. W1 2 X 4 SYP No.2,W1 X 4 SYP No.2 REACTIONS (lb/size) J=6240/0-5-8, 6240/0-5-8 Max HorzJ=211(load cas 4) Max UpliftJ=-4094(load cE se 5),F=-4094(load case 6) FORCES (ib)-Maximum Compression aximum Tension TOP CHORD A-B=-5860/3844,B-C=- 706/3206,C-D=-4706/3206,D-E=-5860/3844,AJ=-4718/3124,E-F=-4718/3124 BOT CHORD IJ=-734/796,H-1=-319 4788,G-H=-3098/4788,F-G=-563/796 WEBS B-I=-948/1493,B-H.12 9/985,C-H=-3271/4873,D-H=-1269/985,D-G=-949/1493,A-I=-2697/4210,E-G=-2701/4210 NOTES (11) 1)2-ply truss to be connected together 'th 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows: X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 w 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 note as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.opsf;Category Il;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)This truss has been designed for a 10 0 psf bottom chord live toad nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 6)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Bearing at joint(s)J,F considers para)el to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 4094 Ib uplift at joint J and 4094 lb uplift at joint F. 9)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 10)Girder carries tie-in span(s):38-0-0 f DM 0-0-0 to 12-11-0 11)Truss shall be fabricated per ANSVT 1 quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bra( ng 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 UFP1 operated par t.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 curacy of the design information as it may relate to a specific building. Any references to job names and locations are for adm nistrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,PlatIncrease=1.25 Uniform Loads(plf) Job Truss Truss Ty"'r""ihl �hgpa�J� �j;;(i�� C" Ply DURHAM BLDG I MCCAWLEY I GH 8-05 54019695 G1 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:32 2004 Page 1 -2-0-0 5-4-3 10-8-6 12-8-6 2-0-0 5-4-3 5-4-3 2-0-0 Scale=1:24. 3x4 TL20= F 2x3 TL20 11 2x3 TL20 11 G E 8.00 12 2x3 TL20 11 2x3 TL20 11 17 3x4 L20\\D T 2 H 3x4 TL20 T T C 1 B J 1 1 BI R REEMINEMEEM T I' A 5x7 TL20= 2x3 TL20 11 2x3 TL20 11 2x3 TL20 11 2x3 TL20 11 5x7 TL20= K 10-8-6 10-8-6 Plate Offsets X Y: [B:0-3-8,0-3-21, J: -3-8,0-3-21 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increa is 1.25 TC 0.39 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre ise 1.25 BC 0.10 Vert(TL) 0.07 K >362 180 BCLL 10.0 Rep Stress Ir rr NO WS 0.04 Horz(TL) 0.00 J n/a n/a BCDL 10.0 CodeFBC20 /TPI2002 (Matrix) Weight:55 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/stze) B=287/10-8-6, =287/10-8-6,N=190/10-8-6,0=178/10-8-6,M=190/10-8-6,L=178/10-8-6 Max Horz B=177(load ca 5) Max UpliftB=-272(load case 5),J=-290poad case 6),N=-140(load case 5),0=-119(load case 6),M=-113(load case 6),L=-126(load case 3) Max GravB=287(load ca 1),J=287(load case 1),N=190(load case 7),0=178(load case 1),M=190(load case 8),L=178(load case 1) FORCES (lb)-Maximum Compressioni Maximum Tension TOP CHORD A-B=0/65,B-C.148/45 C-D=-135/60,D-E=-55/89,E-F=-49/118,F-G=-49/115,G-H=-55/46,H-I=97/21,IJ=-111/8,J-K=0/65 BOT CHORD B-0=0/261,N-0=0/261,M-N=0/261,L-M=0/261,J-L=0/261 WEBS E-N=-109/154,D-0=-10 /149,G-M=-109/126,H-L=-101/159 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=1511;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri 3 DOL=1.60. 3)Truss designed for wind loads in the p lane of the truss only. 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection pf r the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chc rd bearing. 7)Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 272 Ib uplift at joint B,290 lb uplift at joint J,140 Ib uplift at joint N,119 lb uplift at joint O,113 lb uplift at joint M ind 126 Ib uplift at joint L. 9)This truss design conforms with Floric a Building Code 2001,based on parameters indicated. 10)Truss shall be fabricated per ANSVT I quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide brac ing 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 plar t.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 adm nistrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Uy Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 G2 ROO �' 11 �t6� 1 Job Reference(optional) UrVversal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:33 2004 Page 1 -2-0-0 5-4-3 10-8-6 12-8-6 2-0-0 5-4-3 5-4-3 2-0-0 Scale=1:25.8 5x4 TL20= C 8.00 12 1 1 B D n Io F E A 3x4 TL20= 2x3 TL2011 3x4 TL20= 5-4-3 10-8-6 5-4-3 5-4-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.03 B-F >999 240 TL20 245/193 TCDL 10.0 Lumber Incre a 1.25 BC 0.20 Vert(TL) 0.09 E >292 180 BCLL 10.0 Rep Stress I r YES W13 0.07 Horz(TL) 0.01 D n/a n/a BCDL 10.0 CodeFBC200 /TPI2002 (Matrix) Weight:48 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=646/0-5-8,D 646/0-5-8 Max Horz B=191(load ca 4) Max UpliftB=-465(load case 5),D=-465(load case 6) FORCES (lb)-Maximum Compressioni Maximum Tension TOP CHORD A-B=0/67,B-C=-559/25 i,C-D=-559/256,D-E=0/67 BOT CHORD B-F=-63/388,D-F=-63/3 8 WEBS C-F=0/228 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MW FRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 3)This truss has been designed for a 1 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 465 Ib uplift at joint B and 465 Ib uplift at joint D. 6)This truss design conforms with Flori Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSI/T 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 interi r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild c inly when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ Irements 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 ertification of the truss designer. LOAD CASE(S) Standard co W Z 0W� ;dd m D;Mm m <7owcmg N Cn m nZ _" Z T*MFMpa; S -0 m -� o 0pcnul a m m m rm X , ,< D I p G rn .-o 0 m x m 0,�pz3 0: I:>r m�'viai5'�^ g Zi S m m` G) �En 3a 2 M of 0 �I r �'cn n.d a N r 1 II 49-10-8 I 15-10-8 8-0-0 18-0-0 8-0-0 F11 F12 F12 ' F12 J: F11 F10 I ' I o � I N _ ISI F10I II F10 � II s F1-0 W i iI I ' 1 I o ' F10 I -_ I III ' o F10 -- -- --- -- __—�-- F10 ---- _---F10 - - ---— N { - _ � — ate O — -_-- -_ o jl 1 13-6-8 616 I ' F02 F.05- F02 F -- p--E02 Iw-- 102 --- --- --- - 6 i I 'I �rt A II I p ' -F-0-2- E02 F� N X02 I I Runoff Volume Calculations(Ref City of Atlantic Beach Zoning, Subdivision and Land Development Regulations, Section 24-66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area("delta volume")and would be calculated by: V=CAR/12,where V=volume of storage in cubic feet, A=area of the lot in square feet, R=25 year and 24 hour rainfall depth(9.3 inches)over the lot area,and C=run-off coefficient,which is 0.6 for the 50%maximum impervious coverage,0.4 for 25% impervious coverage,and 0.2 for 0%impervious coverage. This delta volume(post V minus pre V in cubic feet)must be stored at least 1 foot above the wet season water table and below the overflow point to off-site(in many cases this may be the adjacent road elevation). As an option,and as approved by the Director of Public Works,the owner of the parcel to be developed or redeveloped may implement,at the applicant's cost,off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume previously developed lot size of 100' x 50'=5000 ftZ,with existing structure to be removed. Predevelopment: Runoff Volume=0.4(previous house slab/driveway removed)*5000 ft' in./12in./ft V= 1550 ft' Post development: Runoff Volume=0.6(50%impervious surface) * 5000 ftZ*9.3 in./12in./ft V=2325 ft' Delta Volume=2325 ft'- 1550ft3=775 ft3(This is the volume of storage that must be provided for this lot,either on the building site,or with Public Works approval,offsite). Required Documentation: Include a block or section on the Paving and Drainage Plan showing the requirement and amount of storage provided.(See example below) n water Storage ...Requirements Area Percent Impervious Runoff Volume Predevelo ment Ft Ft Post Development Ft Ft Storage Volume Required: Ft Storage Volume Provided: Ft Florida Erosion and Sediment Control Inspector's Manual FILTER FABRIC SPACING IF POSTS MATERIAL TO BE 6-10 FEET APART 2 FEET Q'iAD FDR ADDITIDNAL STRENGTH{ t� FILTER FABRIC MATERIAL CAN —ul — BACKFILLED TRENCH BE ATTACHED TD A 6-INCH (MAX) MESH VIRE SCREEN VHICH HAS dui 1 BEEN FASTETED TO THE POSTS FA D T� c Rz��V� TK � PM ATTACHING TWO SILT FENCES wCMPMTr'TII.T a DOES IF FILTER STMLINMA Tfi� CH3 TD IE D Ft/CE T*f FTC RST VrN m�C7ED HADGiLI rNTERIAL OF TH:SECDC FE),a -'�— �M PE DTD R F;ST RAUT ..,.rwx In. NMI 1.1 I..i ��t LTi�Rb1S AT .. 50M �14 n 4 To D Poo ,.r CITE n TO-0 SEK X00 W 1 VfTH TYf FABr MTEtJL 1 A MTE�'DOi OQTflN Cr ALPaT WAMS a7 s-D�C?t TitTDi - oav+r FJJTH RSTs Aslrr i Plate 4.06d Installing a Filter Fabric Silt Fence J Source: HydroDynamics, Inc. 4-28 Universal Forest Products' Re: 54019695 Durham Building Materials McCawley Res. Roof 320 5th 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: 54019695 Al 54019695 A2 54019695 A3 54019695 A4 54019695 131 54019695 B2 54019695 C1 54019695 C2 54019695 D1 54019695 D2 54019695 E1 54019695 E2 54019695 F1 54019695 F2 54019695 G1 54019695 G2 Loading(psf) TCLL 20 TCDL 10 BCLL 10 BCDL 10 Wind: ASCE 7-98 per FBC2001; 120 mph; h= 15 ft;TCDL=6.0 psf;BCDL=6.0 psf; occupancy category II;exposure C;partially enclosed My license renewal date for the state of Florida is February 28,2005 8/5/2004 John . Presley License# 5886 he seal on this drawing i icates acceptance of professional engineering responsibility solely for the truss component(s)liste and attached. The suitability and use of each component for any particular building is the response ility of the building designer,per ANSI/TPI-2002 Sec.2. Eastern Division 5631 South NC 62 Burlington, NC 27215 1'el: (336) 226-9.356 Fax: (336) 476--9146 Job Truss Truss Ty, ili Ia;ijiol;! Iry 0Y PIY DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 Al ROOF TRUSS 5 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:21 2004 Page 1 2-0-0 6-11-2 12-8-6 19-0-0 25-3-10 31-0-14 38-0-0 40-0-0 2-0-0 6-11-2 5-9-4 6-3-10 6-3-10 5-9-4 6-11-2 2-0-0 Scale=1:70. 5x6 TL20= 6.00 12 E 3x6 TL20 3x6 T1-20� F 5x10 M 1118H% DT 5x10 Mill8H� C W W3 W 2 G 1 W 8 Rl H 11A l t 0 3x8 TL20= N M L K J 3x8 TL20= 300 M1118H= 3x8 TL20= 3x6 TL20= 3x6TL20= 3x10 M1118H= 9-3-2 19-0-0 28-8-14 38-0-0 9-3-2 9-8-14 9-8-13 9-3-3 Plate Offsets(X,Y): B:0-8-0 0-0-6 C: 5-0 0-3-0 [G:0-5-0,0-3-0],[H:0-8-0.0-0-61 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increa 1.25 TC 0.58 Vert(LL) -0.30 L-N >999 240 MI118H 195/188 TCDL 10.0 Lumber Incre se 1.25 BC 0.92 Vert(TL) -0.64 L-N >702 180 TL20 245/193 BCLL 10.0 Rep Stress In r YES WB 0.48 Horz(TL) 0.17 H n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:199 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L,E-L,F-L REACTIONS (Ib/size) B=2011/0-5-8, =2011/0-5-8 Max Horz B=-336(load ca 6) Max UpliftB=-1183(load cE se 5),H—1183(load case 6) FORCES (lb)-Maximum CompressionA 4aximum Tension TOP CHORD A-B=0/53,B-C=-3398/1 1 57,C-D=-3192/1722,D-E=-2190/1280,E-F=-2190/1280,F-G=-3192/1723,G-H=-3398/1758,H-1=0/53 BOT CHORD B-N=-1635/2956,M-N=- 185/2429,L-M=-1185/2429,K-L=-950/2429,J-K=-950/2429,H-J=-1299/2956 WEBS C-N=-312/504,D-N=-34 /745,D-L=-791/756,E-L=-720/1486,F-L=-791/756,F-J=-345/745,G-J=-312/504 NOTES (8) 1)Unbalanced roof live loads have been onsidered for this design. 2)Wind:ASCE 7-98;120mph(3-second ust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gril DOL=1.60. 3)This truss has been designed for a 10 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)All plates are M1120 plates unless othe ise indicated. 5)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by ott ers)of truss to bearing plate capable of withstanding 1183 Ib uplift at joint 8 and 1183 Ib uplift at joint H. 7)This truss design conforms with Florid k Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TP 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 interic r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid c nly 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 formation 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 c artification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Tyke"' y W43�a 6�a�;,2y Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 A2 DUAL RIDGE GABLE 1 1 Job Reference (optional) Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:22 2004 Page 1 -2-0-0 7-9-4 15-0-0 19-0-0 22-2-12 38-0-0 40-0-0 2-0-0 7-9-4 7-2-12 4-0-0 3-2-12 15-9-4 2-0-0 Scale=1:72.1 5x6 TL20= 7x20 TL20= G 6.00 12 H E 6T 3x8 TL20 i A*3 S 4 J AC 3 K 3x8 TL20� D AD S 3 LM C W 2 BAJ S 3 El N h9 3 O 3x6 TL20 1 3x L20-�' AH 4 5 P Al Q Cl? B 2x5 TL20// R 0 A S I 3x7 TL20= AA Z Y X W V U T 5x8 TI 3x8 TL20= 3x6 TL20= 3x10 Mill 8H 3x5 TL20-z�- 3x6 TL20= 10-2-3 19-9-13 29-6-8 38-0-0 10-2-3 9-7-10 9-8-11 8-5-8 Plate Offsets X Y: B:0-3-12 0-1-8 E0-7-10,0-1-3], M:0-2-15 Ede [R:0-4-0,0-3-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.66 Vert(LL) -0.30 B-AA >999 240 M1118H 195/188 TCDL 10.0 Lumber Incre se 1.25 BC 0.87 Vert(TL) -0.69 B-AA >522 180 TL20 245/193 BCLL 10.0 Rep Stress In r YES WB 0.75 Horz(TL) 0.10 R n/a n/a BCDL 10.0 CodeFBC2001TP12002 (Matrix) Weight:234 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 2 X 4 SYP No.3 'Except' JOINTS 1 Brace at Jt(s):AC,AD,AF,AG,AH W4 2 X 4 SYP No.2 REACTIONS (lb/size) B=1644/0-3-8, =-112/8-5-8,U=77/8-5-8,T=291/8-5-8,R=389/8-5-8,W=1745/8-5-8 Max Horz B=-327(load ca a 6) Max UpliftB=-986(load cat a 5),V=-576(load case 6),T=-101(load case 5),R=-108(load case 6),W=-666(load case 6) Max GravB=1644(load ca;e 1),U=90(load case 2),T=2911(load case 1),R=389(load case 1),W=1745(load case 1) FORCES (lb)-Maximum Compression/ aximum Tension TOP CHORD A-B=0/53,B-C=-2586/1 53,C-D=-2361/1292,D-E=-2332/1323,G-H=-306/216,H-I=-303/148,I-J=-267/43,J-K=-292/9,K-L=-350/0,L-M=-302/0, M-N=-346/0,N-0=-479/ ,O-P=-492/0,P-Q=-567/0,Q-R=-580/0,R-S=0/52,E-F=-348/195,F-G=-274/177 BOT CHORD B-AA=-1259/2243,Z-A -618/1514,Y-Z=-618/1514,X-Y=-912/2088,W-X=-912/2088,V-W=0/681,U-V=0/681,T-U=0/681,R-T=0/681 WEBS E-AE=-1922/1241,AC- E=-1873/1193,AC-AD=-1848/1187,AB-AD=-1905/1244,AB-AJ=-1905/1244,AF-AJ=-1940/1282,AF-AG=-2030/1376, AG-AH=-2053/1407,AH AI=-2054/1416,W-AI=-2112/1503,G-AC=-31/58,H-AD=-137/225,F-AE=-98/99,I-AF=-204/344,J-AG=-53x77,K-AH=-5/19, L-AI=-129/195,N-V=-33 /488,O-U=-17/49,P-T=-200/151,C-AA=-399/641,E-AA=-523/921,E-Y=-432/787,Y-AJ=-344/591 NOTES (9) 1)Unbalanced roof live loads have been nsidered for this design. 2)Wind:ASCE 7-98;120mph(3-secondgust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 3)This truss has been designed for a 10 3 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)All plates are M1120 plates unless othe wise indicated. 5)All plates are 2x3 TL20 unless otherwi a indicated. 6)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by od ers)of truss to bearing plate capable of withstanding 986 Ib uplift at joint B,576 Ib uplift at joint V,101 Ib uplift at joint T,108 Ib uplift at joint R and 666 Ib uplift at joint W. 8)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TP quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide brach g where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does t 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 sp cific 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 admin strative purposes only and are not part of the review or certification of the truss designer. LOAD CASES) Standard Job Truss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 A3 6 1 Job Reference (optional) Universal Forest Products,lnc.,Burlingt in,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MITek Industries,Inc. Thu Aug 05 12:19:23 2004 Page 1 2-0-0 6-11-2 12-8-6 19-0-0 25-3-10 31-0-14 i 38-0-0 2-0-0 6-11-2 5-9-4 6-3-10 6-3-10 5-9-4 6-11-2 Scale=1:70.7 5x6 TL20= 6.00 12 E 3x6 TL20 3x6 TL20� DT F 500 N 11 8H 5x10 M11181-1� i C W W3 W3 2 G 1 W H co B 11 A I. 0 3x8 TL20= M L K J I 3x8 TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x6 TL20= 300 MII18H= 9-3-2 19-0-0 28-8-14 38-0-0 9-3-2 9-8-14 9-8-13 9-3-3 Plate Offsets X Y: [B:0-8-4,0-0-61, C: -5-0,0-3-01, G:0-5-0 0-3-0 [H:0-8-4,0-0-6] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.83 Vert(LL) -0.30 K-M >999 240 MII18H 195/188 TCDL 10.0 Lumber Increi ise 1.25 BC 0.96 Vert(TL) -0.65 K-M >690 180 TL20 245/193 BCLL 10.0 Rep Stress In r YES WB 0.48 Horz(TL) 0.18 H n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-K,E-K,F-K REACTIONS (Ib/size) B=2020/0-5-8, =1878/Mechanical Max Horz B=363(load cas o 5) Max UpliftB=-1187(load c4 se 5),H=-1000(load case 6) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD A-8=0/53,B-C=-3417/1 64,C-D=3210/1730,D-E=-2209/1300,E-F=-2209/1288,F-G=-3264/1801,G-H=-3478/1844 BOT CHORD B-M=-1668/2972,L-M=- 219/2446,K-L=-1219/2446,J-K=-991/2465,IJ=-991/2465,H-I=-1480/3043 WEBS C-M=-312/503,D-M=-3 /745,D-K=-790/756,E-K=-735/1501,F-K=-816/784,F-1=-408/799,G-1=353/548 NOTES (8-9) 1)Unbalanced roof live loads have been mnsidered for this design. 2)Wind:ASCE 7-98;120mph(3-secondjust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 3)This truss has been designed for a 10 D psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)All plates are M1120 plates unless oth 'se indicated. 5)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 1187 Ib uplift at joint B and 1000 Ib uplift at joint H. 7)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TP 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 interic r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild c my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 c edification of the truss designer. 9)H28R:Right end may be attached to 2 1 K6 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq.Follow Simpson instructions for installation. LOAD CASE(S) Standard JTruss Truss T Qty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 ob WNtill ',9ifit�q�Iellfr �' iRfiN wmuw1 54019695 A4 ROOF TRUSS Job Reference (optional) Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:24 2004 Pagel 2-0-0 19-0-0 38-0-0 2-0-0 19-0-0 19-0-0 Scale=1:71. 3x8 TL20= M 6.00 12 L N K O J P I Q 3x8 1-20 H 8 8 R 3x8 TL20-�- G 7 S7 S 6 6T 3x6 TL20\\ E F q 5 5 4 U D 3 3 V 2 C 1 W co '*A 0 5x8 TL20= AM Al, AK AJ Al AH AG AF AE AD AC AB AA Z Y X 3x7 TL20z�- 5x8 TL20= 5x8 TL20= 38-0-0 38-0-0 Plate Offsets X Y: B:0-4-0 0-3-1 M: -4-0 Ed a AB:0-4-0 0-3-0 AI:0-4-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increaa 1.25 TC 0.29 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.12 Vert(TL) 0.02 A >999 180 BCLL 10.0 Rep Stress In r YES WB 0.13 Horz(TL) 0.02 W n/a n/a BCDL 10.0 CodeFBC200 /TPI2002 (Matrix) Weight:2421b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt L-AF,N-AE REACTIONS (lb/size) B=325/38-0-0, F=198/38-0-0,AG=200/38-0-0,AH=200/38-0-0,AI=201/38-0-0,AJ=197/38-0-0,AK=214/38-0-0,AL=143/38-0-0,AM=342/38-0-0 ,AE=198/38-0-(,AD=200/38-0-0,AC=200/38-0-0,AB=201/38-0-0,AA=196/38-0-0,Z=215/38-0-0,Y=142/38-0-0,X=350/38-0-0,W=141/38-0-0 Max Horz B=354(load cas 5) Max UpliftB=-175(load case 5),AG=-201(load case 5),AH=-163(load case 5),A1=-168(load case 5),AJ=-168(load case 5),AK=-166(load case 5), AL=-171(load case 5),AM=-171(load case 5),AD=-208(load case 6),AC=-162(load case 6),AB=-169(load case 6),AA=-165(load case 6), Z=-179(load ca 6),Y=-120(load case 6),X=-292(load case 6) Max GravB=325(load cas 1),AF=198(load case 1),AG=202(load case 7),AH=200(load case 1),AI=201(load case 7),AJ=197(load case 7), AK=214(load a 1),AL=143(load case 7),AM=342(load case 1),AE=198(load case 1),AD=203(load case 8),AC=200(load case 1), AB=201(load c e 8),AA=196(load case 1),Z=215(load case 8),Y=142(load case 1),X=350(load case 8),W=141(load case 8) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD A-B=0/52,B-C=-410/2, -D=-393/53,D-E=-281/53,E-F=-189/98,F-G=-183/106,G-H=-91/173,H-1=-30/237,I-J=-30/301,J-K=-30/363,K-L=-30/443, L-M=-29/393,M-N=-29/ 88,N-0=-31/413,O-P=-30/299,P-Q--30/209,Q-R=-30/144,R-S=-30/80,S-T=-93/14,T-U=-98/6,U-V=-178/13,V-W=-328/49 BOT CHORD B-AM=-2/357,AL-AM=- 357,AK-AL=-2/357,AJ-AK=-2/357,AI-AJ=-21357,AH-A1=-2/357,AG-AH=-2/357,AF-AG=-2/357,AE-AF=-2/357,AD-AE=-2/357 ,AC-AD=-21357,AB-AC -2/357,AA-AB=-21357,Z-AA=-2/357,Y-Z=-2/357,X-Y=-2/357,W-X=-2/357 WEBS L-AF-125/0,K-AG=-12 225,J-AH=-120/187,I-AI=-120/192,H-AJ=-119/191,G-AK=-127/193,E-AL=-91/183,D-AM=-198/221,N-AE=-118/0, O-AD=123/232,P-AC= 20/186,Q-AB=-120/193,R-AA=-118/189,S-Z=-127/200,U-Y=-90/153,V-X=-200/296 NOTES (11-12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-secondgust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Truss designed for wind loads in the p ane of the truss only. 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are 2x3 TL20 unless otherwi 3e indicated. 6)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom ch d bearing. 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by ott iers)of truss to bearing plate capable of withstanding 175 Ib uplift at joint B,201 Ib uplift at joint AG,163 Ib uplift at joint AH,1681 uplift at joint Al,168 Ib uplift at joint AJ,166 Ib uplift at joint AK,171 Ib uplift at joint AL, 171 Ib uplift at joint AM,208 Ib uplift al joint AD,162 Ib uplift at joint AC,169 Ib uplift at joint AB,165 Ib uplift at joint AA,179 Ib uplift at joint Z,120 Ib uplift at joint Y a id 292 Ib uplift at joint X. 10)This truss design conforms with Flori Ja Building Code 2001,based on parameters indicated. 11)Truss shall be fabricated per ANSI/f N quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide brac ing 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 pla .Building Designer shall verify all design information on this sheet for conformance with Job Truss Truss T pe , �� (ny Ply DURHAM BLDG/MCCAWLEY/GH 805 54019695 B1 ROOF 5 1 Job Reference o tional Universal Forest Products,Inc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:25 2004 Page 1 2-0-0 7-9-4 15-0-0 22-2-12 30-0-0 32-0-0 2-0-0 7-9-4 7-2-12 7-2-12 7-9-4 2-0-0 Scale=1:56.7 5x6 TL20= 6.00 12 E 3x6 TL20 3x6 TL20 2x3 TL20\\ 2x3 TL20 D F C W 2 G 1 W H ce B I 1, ;A 0 3x7 TL20= L K J 3x7 TL20= 3x4 TL20= 3x6 TL20= 3x4 TL20= 10- 3 19-9-13 30-0-0 10-43 9-7-11 10-2-3 Plate Offsets MY): B:0-3-12 0-1-8 H 0-3-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.64 Vert(LL) -0.29 H-J >999 240 TL20 245/193 TCDL 10.0 Lumber Increi se 1.25 BC 0.83 Vert(TL) -0.67 H-J >530 180 BCLL 10.0 Rep Stress In r YES WB 0.72 Horz(TL) 0.10 H n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:140 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1611/0-5-8,l-=161`l/0-5-8 Max Horz B=279(load cas 5) Max UpliftB=-972(load cai a 5),H=-972(load case 6) FORCES (lb)-Maximum Compression/Jaximum Tension TOP CHORD A-B=0/53,B-C=-2483/1 92,C-D=-2257/1233,D-E=-2231/1268,E-F=-2231/1269,F-G=-2257/1234,G-H=-2483/1293,H-1=0/53 BOT CHORD B-L=-1154/2145,K-L=- 4/1444,J-K=-534/1444,H-J=-876/2145 WEBS C-L=-427/642,E-L=-50 919,E-J=-507/919,G-J=-427/642 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by off iers)of truss to bearing plate capable of withstanding 972 Ib uplift at joint B and 972 Ib uplift at joint H. 6)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSVTP 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 interic r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid c my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 c reification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 B2 Dtt; a ,wUn 1 1 Job Reference o tional Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:26 2004 Page 1 2-0-0 6-0-10 9-0-0 11-11-6 15-0-0 30-0-0 32 0-0 2-0-0 6-0-10 2-11-6 2-11-6 3-0-10 15-0-0 2 0 0 Scale=1:56.6 5x5 TL20= H G 5x8 TI-20i T J 3x6 TL20� D E F 2 3 KL 6.00 12 AE 4 M A 5 g 6 4 3x4 TL20 1 W AA 7 O P 3x3 TL20 ii AB 8 M B 0 R9 Q 'A R I 0 3x6 TL20= Z Y X W V U T S 5x8 TL20= 3x8 TL20 3x6 TL20 9-0-0 17-6-8 30-0-0 9-0-0 8-6-8 12-5-8 Plate Offsets X Y: D:0-5-8 0-2-8 Q: -4-0,0-3-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increa e 1.25 TC 0.40 Vert(LL) -0.14 B-Z >999 240 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.60 Vert(TL) -0.33 B-Z >648 180 BCLL 10.0 Rep Stress In r YES WB 0.47 Horz(TL) 0.04 Q n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:181 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 7-6-5 oc bracing:B-Z 8-1-14 oc bracing:X-Z. JOINTS 1 Brace at Jt(s):AA,AC REACTIONS (lb/size) B=1055/0-3-8, 1 06211 2-5-8,W=-88/12-5-8,V=192/12-5-8,U=204/12-5-8,T=184/12-5-8,S=255/12-5-8,Q-351/12-5-8 Max Horz B=284(load case 5) Max UpliftB=-683(load ca 5),X=-297(load case 5),W=-331(load case 6),V=-134(load case 6),U=-169(load case 6),T=-191(load case 6),S=92(load case 5),0=-21 load case 6) Max Grav B=1055(load ca;e 1),X=1062(load case 1),V=201(load case 8),U=204(load case 1),T=186(load case 8),S=255(load case 1),0=351(load case 1) FORCES (Ib)-Maximum Compression/ aximum Tension TOP CHORD A-B=0/53,B-C=-13980 3,C-D=11571611,1-1-6-1881270,I-J=208/206,J-K=-174/117,K-L=-150/65,L-M=-195/60,M-N=-189/0,N-0=-211/0,O-P=-281/0 ,P-Q=-29510,Q-R=0/52 E-F=-181/180,F-G=-181/230,G-H=-197/294 BOT CHORD B-Z=-69311195,Y-Z=-5E /1139,X-Y=-590/1139,W-X=0/417,V-W=0/417,U-V=0/417,T-U=0/417,S-T=0/417,Q-S=0/417 WEBS D-E=-1010/603,E-AE=- 33/633,AD-AE=-981/708,AC-AD=-1052/802,AA-AC=-1117/889,AA-AB=-1102/857,X-AB=-1135/890,H-AA=-84/46, I-AB=-86/116,G-AC=-11 V1196,D-Z=-395/756,C-Z=-308/433,Z-AD=-227/290,J-W=-196/250,K-V=-85/168,M-U=-1321193,N-T=-111/205, O-S=-152/139,F-AE=-1 6/168 NOTES (8) 1)Unbalanced roof live loads have been 3onsidered for this design. 2)Wind:ASCE 7-98;120mph(3-second ust);11=151t;TCDL=6.Opsf;BCDL=6.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gril DOL=1.60. 3)This truss has been designed for a 10 3 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)All plates are 2x3 TL20 unless otherwi a indicated. 5)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 683 Ib uplift at joint B,297 Ib uplift at joint X,331 Ib uplift at joint W,134 Ib uplift at joint V,169 Ib uplift at joint U, 91 Ib uplift at joint T,92 Ib uplift at joint S and 214 Ib uplift at joint Q. 7)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TP quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide brach g where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does r ot 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 sp cific 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 admin strative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Oly Fly DURHAM BLDG(MCCAWLEY(GH 8-05 54019695 C1 �rGwiau, 13 1 Job Reference(optional) Universal Forest Products,lnc.,Burlingt n,NO 27215,Glenn Henry 5.200 s Sep 30 2003 MTek Industries,Inc. Thu Aug 0512:19:26 2004 Page 1 -2-0-0 -0-10 9-0-0 11-11-6 18-0-0 120-0-0 2-0-0 -0-10 2-11-6 2-11-6 6-0-10 2-0-0 Scale=1:36. 5x4 TL20= D 2x3 TL20 2x3 TL20 6.001 2 E C 1 W F cBit - I' G A 3x6 TL20= I H 3x6 TL20= 3x6 TL20= 3x8 TL20= 9-0-0 18-0-0 9-0-0 9-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increa ie 1.25 TO 0.40 Vert(LL) -0.12 F-I >999 240 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.60 Vert(TL) -0.29 B-1 >723 180 BCLL 10.0 Rep Stress In r YES WB 0.26 Horz(TL) 0.03 F n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1011/0-5-8, -1011/0-5-8 Max HorzB=193(load cas 5) Max UpliftB=-657(load ca a 5),F=-657(load case 6) FORCES (lb)-Maximum Compression/ aximum Tension TOP CHORD A-B=0/53,B-C=-1287/6 6,C-D=-1051/559,D-E=-1051/559,E-F=-1287/657,F-G=0/53 BOT CHORD B-I=-530/1091,H-I=-42 1091,F-H=-423/1091 WEBS C-I=-301/415,D-1=-375/ 05,E-I=-301/416 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by oil iers)of truss to bearing plate capable of withstanding 657 Ib uplift at joint B and 657 Ib uplift at joint F. 6)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSI/TP 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 interic r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild c my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements 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 c ertif!cation of the truss designer, LOAD CASE(S) Standard Job Truss Truss Type Oly Ply DURHAM BLDG/MCCAWLEY/GH 8-05 %�GF�kJOf� PflAHu�mM;�a� 1 1 54019695 C2 Job Reference o tional Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 12:19:27 2004 Page 1 -2.0-0 9-0-0 18-0-0 20-0-0 2-0-0 9-0-0 9-0-0 2-0-0 Scale=1:36. 3x6 TL20= G F H 6.00F1_2 E D T T 3 T 2 J 3x4 TL20\\ 3x4 TL20 T T C T T K L B MI. A mom 5x8 TL20= S R Q P O N 5x8 TL20= 5x6 TL20= 18-0-0 18-0-0 Plate Offsets(X,Y): [B:0-4-0,0-3-11, L: .4-0,0-3-11,[P:0-3-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.34 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.10 Vert(TL) 0.05 M >508 180 BCLL 10.0 Rep Stress In r NO WB 0.06 Horz(TL) 0.01 L n/a n/a BCDL 10.0 COdeFBC200 /TP12002 (Matrix) Weight:89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=311/18-0-0, 311/18-0-0,Q--228/18-0-0,R=143/18-0-0,S=338/18-0-0,P=228/18-0-0,0=143/18-0-0,N=338/18-0-0 Max Horz B=183(load cas 5) Max UpliftB=-262(load ca a 5),L=-284(load case 6),Q=-82(load case 5),R=-175(load case 5),S=-1 97(load case 5),P=-51(load case 6),0=-177(load case 6),N=-204 load case 6) Max GravB=313(load cas 7),L=313(load case 8),Q-228(load case 1),R=145(load case 7),S=338(load case 7),P=228(load case 1),0=145(load case 8),N=338(load i ase 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/52,B-C=-180/26,C-D=-157/83,D-E=-42/96,E-F=0/156,F-G=-2/171,G-H=-2/166,H-1=0/126,1-J=-9/50,J-K=-99/83,K-L=-122/26,L-M=0/52 BOT CHORD B-S=-30/264,R-S=-30/2 4,Q-R=-30/264,P-Q=-30/264,O-P=-30/264,N-O=-30/264,L-N=-30/264 WEBS F-Q=-142/108,E-R=-91 i 190,D-S=-195/241,H-P-142/77,1-0=-91/194,J-N=-195/246 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second ust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gril DOL=1.60. 3)Truss designed for wind loads in the p ane of the truss only. 4)This truss has been designed for a 10 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are 2x3 TL20 unless otherwi a indicated. 6)This truss requires plate inspection pe the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom cho d bearing. 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 262 Ib uplift at joint B,284 Ib uplift at joint L,82 Ib uplift at joint Q,175 ib uplift at joint R,197 Ib uplift at joint S, 1 Ib uplift at joint P,177 Ib uplift at joint O and 204 Ib uplift at joint N. 10)This truss design conforms with Florii a Building Code 2001,based on parameters indicated. 11)Truss shall be fabricated per ANSIfTI I quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide brac ng where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does iot replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plan.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the s ecific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or ai curacy of the design information as it may relate to a specific building. Any references to job names and locations are for admi iistrative 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 DURHAM BLDG/MCCAWLEY/GH 8-05 �A�yq�w�ymvm 54019695 D1 RO(L7IJ 24 1 Job Reference(optional) Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:28 2004 Page 1 2-0-0 5-3-4 8-0-0 2-0-0 5-3-4 2-8-12 Scale=1:17.6 2x3 TL2011 D 2x3 TL20� 4.00 12 C W2 1 1 B A 3x 4 TL20= 3x4 TL20= 8-0-0 8-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.18 B-E >516 240 TL20 245/193 TCDL 10.0 Lumber Incre ise 1.25 BC 0.59 Vert(TL) -0.44 B-E >206 180 BCLL 10.0 Rep Stress I r YES WB 0.10 Horz(TL) -0.00 E n/a n/a BCDL 10.0 CodeFBC2001TP12002 (Matrix) Weight:36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) E=362/0-3-8,B::535/0-5-8 Max Horz B=287(load ca 3) Max UpliftE=-248(load case 3),B=-407(load case 3) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD A-B=0/37,B-C=-316/22 ,C-D=-35/12,D-E=-53/74 BOT CHORD S-E=-348/248 WEBS C-E=-293/411 NOTES (6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gr i DOL=1.60. 2)This truss has been designed for a 1 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3)This truss requires plate inspection p(r the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 248 Ib uplift at joint E and 407 lb uplift at joint B. 5)This truss design conforms with Floric Et Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSVTP 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 interi r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 edification of the truss designer. LOAD CASE(S) Standard Job =D2 Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/GH 8 05 R �ymwoxmmmmmmmmaa�,..2 1 54019695 Job Reference o tional Universal Forest Products,lnc.,Buningt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:29 2004 Page 1 -2-0-0 5-0-0 2-0-0 B-0-0 2x3 TL2011 1:17.6 E 2x3 TL2011 4.00 12 D T W1 ST1 C B 1 A ME" 3x5 20= 5x4 TL20= 2x3 TL2011 2x3 TL2011 8-0-0 8-0-0 Plate Offsets MY): [B:0-1-12,0-2-4],[B 0-4-12 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.34 Verill n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre ise 1.25 BC 0.30 Verill -0.06 A >433 180 BCLL 10.0 Rep Stress In r NO WB 0.11 Horz(TL) 0.00 n/a n/a BCDL 10.0 CodeFll IfTP12002 (Matrix) Weight:34 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP Ill REACTIONS (Ib/size) B=389/8-0-0,FA-71/8-0-0,G=587/8-0-0 Max Horz B--261(load cas 3) Max UpliftB=-316(load case 3),F=-71(load case 1),G=-355(load case 3) Max GravB=389(load cas 1),F=24(load case 4),G=587(load case 1) FORCES (lb)-Maximum Compressioni vlaximum Tension TOP CHORD A-B=0/36,B-C=-167/0, -D=-145/59,D-E=-45/11,E-F=-36/32 BOT CHORD B-G=0/0,F-G=0/0 WEBS D-G=-330/432 NOTES (9) 1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Truss designed for wind loads in the p lane of the truss only. 3)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection p 17 the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Gable requires continuous bottom ch( d bearing. 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 316 Ib uplift at joint B,71 Ib uplift at joint F and 355 Ib uplift at joint G. 8)This truss design conforms with Florid i Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TP 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 interii rjoints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements 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 ertification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 E1 6 1 Job Reference (optional) Universal Forest Products,Inc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:29 2004 Page 1 -2-0-0 6-3-4 12-0-0 17-8-12 24-0-0 26-0-0 2-0-0 6-3-4 5-8-12 5-8-12 6-3-4 2-0-0 Scale=1:46. 5x4 TL20= D 6.00 12 2x3 TL20\\ 2x3 TL20 C W 2 E 1 B F oq Gj 3x6 TL20= J I H 3x6 TL20= 3x4 TL20 3x6 TL20 3x4 TL20 8-?-3 15-9-13 24-0-0 8-2-3 7-7-11 8-2-3 Plate Offsets X Y: [D:0-2-0,0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.13 F-H >999 240 TL20 245/193 TCDL 10.0 Lumber Increi ise 1.25 BC 0.57 Vert(TL) 0.07 G >370 180 BCLL 10.0 Rep Stress In r YES WB 0.34 Horz(TL) 0.06 F n/a n/a BCDL 10.0 CodeFBC200 IITP12002 (Matrix) Weight:113 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-10 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1311/0-5-8, =1311/0-5-8 Max Horz B=-236(load ca a 6) Max UpliftB=-814(load ca ie 5),F=-814(load case 6) FORCES (lb)-Maximum Compressionj Viaximum Tension TOP CHORD A-B=0/53,B-C=-1940/9 4,C-D=-1762/980,D-E=-1762/980,E-F=-1940/995,F-G=0/53 BOT CHORD BJ=-875/16681 1-J=-4 (1136,H-I=-407/1136,F-H=-666/1668 WEBS CJ=-324/495,DJ=-37 708,D-H=-379/708,E-H=-324/495 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 3)This truss has been designed for a 1( 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 814 Ib uplift at joint B and 814 lb uplift at joint F. 6)This truss design conforms with Flork a Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSI/TF 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 interi ir joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and req rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 ertification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type QtI=DURHAM /MCCAWLEY/GH 8-05 I, �i©r2q'FR'-��- 154019695 E2 400waaam o tional Universal Forest Products,lnc.,Burling n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:30 2004 Page 1 -2-0-0 12-0-0 24-0-0 26-0-0 2-0-0 12-0-0 12-0-0 2-0-0 Scale=1:46. 3x6 TL20= H G I 6.00 V2 F J E K T E14 2 L D 3x4 TL20 3x4 TL20 1 C M N e QI; OA 5x4 TL20= X W V U T S R Q P 5x4 TL20= 3x5 TL20= 3x6 TL20= 3x5 TL20= 24-0-0 24-0-0 Plate Offsets X Y: [B:0-0-0,0-2-4], B: -1-8 Ed a [N:0-0-0,0-2-41, N:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.34 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre ise 1.25 BC 0.17 Vert(TL) 0.04 O >657 180 BCLL 10.0 Rep Stress I r NO WS 0.08 Horz(TL) 0.01 N n/a n/a BCDL 10.0 CodeFBC200 /TPI2002 (Matrix) Weight:127 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=316/24-0-0, =316/24-0-0,U=234/24-0-0,V=222/24-0-0,W=83/24-0-0,X=452/24-0-0,S=234/24-0-0,R=222/24-0-0,0=83/24-0-0, P=452/24-0-0 Max Horz B=457(load cas 5) Max UpliftB=-220(load ca a 5),N=-237(load case 6),U=-89(load case 5),V=-193(load case 5),W=-115(load case 5),X=-290(load case 5),S=-65(load case 6),R=-19 (load case 6),Q=-111(load case 6),P=-296(load case 6) Max GravB=324(load cas 7),N=324(load case 8),U=234(load case 1),V=227(load case 7),W=83(load case 1),X=454(load case 7),S=234(load case 1) ,R=227(load a 8),0=83(load case 1),P=454(load case 8) FORCES (lb)-Maximum Compression/ aximum Tension TOP CHORD A-B=0/52,B-C=-322/85 C-D=-292!170,D-E=-134/109,E-F=-64/136,F-G=0/134,G-H=0/150,H-1=0/145,1-J=0/134,J-K=-20/136,K-L=-88/109, L-M=249/170,M-N=-2 85,N-0=0/52 BOT CHORD B-X=0/0,W-X=0/0,V-W 0/0,U-V=0/01 T-U=0/0,S-T=-93/417,R-S=-93/417,Q-R=-93/417,P-Q=-93/417,N-P=-93/417 WEBS G-U=-172/109,F-V=-12 /219,E-W=-60/132,D-X=-260/331,I-S=-172/85,J-R=-1291224,K-Q=-60/129,L-P=-260/335 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed Lumber DOL=1.60 plate gri DOL=1.60. 3)Truss designed for wind loads in the p ane of the truss only. 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are 2x3 TL20 unless otherw se indicated. 6)This truss requires plate inspection pE r the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom ch d bearing. 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by of!iers)of truss to bearing plate capable of withstanding 220 Ib uplift at joint B,237 Ib uplift at joint N,89 Ib uplift at joint U,193 Ib uplift at joint V,115 Ib uplift at joint W,290 Ib uplift at joint X,65 Ib uplift at joint S,197 lb uplift at joint R,111 Ib uplift at joint Q and 296 Ib uplift at joint P. 10)This truss design conforms with Flon Ja Building Code 2001,based on parameters indicated. 11)Truss shall be fabricated per ANSI(T 11 quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bra ng where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual membersonly and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated pia .Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the s ecific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or apcuracy of the design information as it may relate to a specific building. Any references to job names and locations are for adm istrative 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 DURHAM BLDG/MCCAWLEY/GH B-05 54019695 F1 ROOF TRUSS 1 1 Job Reference(optional) Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MITek Industries,Inc. Thu Aug 0512:19:31 2004 Page 1 -2-0-0 6-5-8 12-11-0 14-11-0 2-0-0 6-5-8 6-5-8 2-0-0 Scale:3/8"=1' 3x6 TL20= G F H 8.00 12 E I 3x4 L20\\ 3x4 TL20 3x10 TL20 T T J 300 TL20 11 C T T K B L T T 1 � M r 3x3 TL20 I 3x3 TL20 11 12-11-0 12-11-0 Plate Offsets X Y: [B:0-7-7.0-0-0], G: -3-0 Ede [L:0-7-7,0-0-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.53 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre ise 1.25 BC 0.17 Vert(TL) 0.07 M >362 180 BCLL 10.0 Rep Stress In ar NO WB 0.07 Horz(TL) 0.00 N n/a n/a BCDL 10.0 CodeFBC2001171?12002 (Matrix) Weight:80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) U=273/12-11-0,N=273/12-11-0,R=206/12-11-0,S=210/12-11-0,T=71/12-11-0,Q=206/12-11-0,P=210/12-11-0,0=71/12-11-0 Max Horz U=283(load c8 4) Max UpliftU=-165(load ca a 3),N=-177(load case 6),R=-38(load case 4),S=-232(load case 5),T=-241(load case 4),Q=-14(load case 3),P=-237(load case 6),0=-21 (load case 3) Max Grav U=278(load ca 7),N=278(load case 8),R=206(load case 1),S=213(load case 7),T=88(load case 3),Q-206(load case 1),P=213(load case 8) 0=76(load cas( 7) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD B-U=-253/237,A-B=0/6 ,B-C=-168/128,C-D=-170/141,D-E=-75/135,E-F=-27/233,F-G=-25/214,G-H=-25/207,H-I=-27/207,1-J=-40/100,J-K=-129/100 ,K-L=-128/89,L-M=0/6 ,L-N=-253/258 BOT CHORD T-U=-32/265,S-T=-32/ 5,R-S=-32/265,Q-R=-32/265,P-Q=-32/265,O-P=-32/265,N-O=-32/265 WEBS F-R=-127/57,E-S=-130 272,D-T=-37/170,H-Q=-127/34,I-P=-130/276,J-O=-26/159 NOTES (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category ll;Exp C;partially;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right ex posed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Truss designed for wind loads in the p lane of the truss only. 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are 2x3 TL20 unless otherw a indicated. 6)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom chc rd bearing. 8)Truss to be fully sheathed from one fa a or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)Provide mechanical connection(by c thers)of truss to bearing plate capable of withstanding 165 Ib uplift at joint U,177 Ib uplift at joint N,38 Ib uplift at joint R,232 lb uplift at joint S,241 lb uplift at joint T 14 Ib uplift at joint Q,237 Ib uplift at joint P and 218 Ib uplift at joint O. 11)This truss design conforms with Flori la Building Code 2001,based on parameters indicated. 12)Truss shall be fabricated per ANSI/T I quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bra 'ng 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 pla .Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the s ecific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or curacy of the design information as it may relate to a specific building. Any references to job names and locations are for adm istrative purposes only and are not part of the review or certification of the truss designer. Job Truss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 F2 ROOF TRUSS 1 2 Job Reference o tional Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:32 2004 Page 1 -3-13 6-5-8 9-7-3 12-11-0 -3-13 3-1-11 5x4 TL20— 3-1-11 3-3-13 — Scale=1:30. C 8.00 12 3x5 TL20 3x5 TL20,�' D B 5x5 TL20= 4 W 5x5 TL20= E A W2 W2 n v 1 H G 5x4 TL20= 7x6 TL20= 7x8 TL20= 7x6 TL20= 5x4 TL20= -3-13 6-5-8 9-7-3 12-11-0 -3-13 3-1-11 3-1-11 3-3-13 Plate Offsets X Y: A:0-3-0 Ed a E: -3-0 Ed a [G:0-3-0,0-4-8], H:0-4-0 0-4-12 1:0-3-0 0-4-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.72 Vert(LL) 0.07 H-1 >999 240 TL20 245/193 TCDL 10.0 Lumber Increi ise 1.25 BC 0.61 Vert(TL) -0.10 H-1 >999 180 BCLL 10.0 Rep Stress In r NO WB 0.78 Horz(TL) 0.02 F n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:185 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, BOT CHORD 2 X 6 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. W1 2 X 4 SYP No.2,W1 2 X 4 SYP No.2 REACTIONS (Ib/size) J=6240/0-5-8, 6240/0-5-8 Max Horz J=21 1(load cas 4) Max UpliftJ=-4094(load cE se 5),F=-4094(load case 6) FORCES (lb)-Maximum Compression aximum Tension TOP CHORD A-B=-5860/3844,B-C=- 706/3206,C-D=-4706/3206,D-E=-5860/3844,AJ=-4718/3124,E-F=-4718/3124 BOT CHORD IJ=-734/796,H-I=-319 4788,G-H=-3098/4788,F-G=-563/796 WEBS B-I=-948/1493,B-H=-12 9/985,C-H=-3271/4873,D-H=-1269/985,D-G=-949/1493,A-I=-2697/4210,E-G=-2701/4210 NOTES (11) 1)2-ply truss to be connected togetherA ith 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows: X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 ow at 0-9-0 oc. 2)All loads are considered equally appII4 td 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 note as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3_.econd 3 second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 5)This truss has been designed fora 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 6)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Bearing at joint(s)J,F considers para el to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 4094 lb uplift at joint J and 4094 Ib uplift at joint F. 9)This truss design conforms with Florid Building Code 2001,based on parameters indicated. 10)Girder carries tie-in span(s):38-0-0 f m 0-0-0 to 12-11-0 11)Truss shall be fabricated per ANSVT 1 quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bra ng 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 pla .Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the s cific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or curacy of the design information as it may relate to a specific building. Any references to job names and locations are for adm istrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plat Increase=1.25 Job Truss Truss Ty Oty Ply DURHAM BLDG/MCCAWLEY/GH 8-05 54019695 G1 ROOF TRUSS 1 1 Job Reference(optional) Universal Forest Products,lnc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 12:19:32 2004 Page 1 -2-0-0 5-4-3 10-8-6 12-8-6 2-0-0 5-4-3 5-4-3 2-0-0 Scale=1:24. 3x4 TL20= F 2x3 TL20 11 2x3 TL20 11 G E 8.00 12 2x3 TL20 11 2x3 TL20 11 3x4 1-20\\D T 2 H T T 3x4 TL20 C J B Li B Li R 1 T � K A 5x7 TL20= 2x3 TL20 11 2x3 TL20 11 2x3 TL20 11 2x3 TL20 11 5x7 TL20= 10-8-6 10-8-6 Plate Offsets X [B:0-3-8.0-3-21, J: -3-80-3-2 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increa a 1.25 TC 0.39 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre se 1.25 BC 0.10 Vert(TL) 0.07 K >362 180 BCLL 10.0 Rep Stress I r NO WB 0.04 Horz(TL) 0.00 J n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:55 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=287/10-8-6, =287/10-8-6,N=190/10-8-6,0=178/10-8-6,M=190/10-8-6,L=178/10-8-6 Max Horz B=177(load ca 5) Max UpliftB=-272(load case 5),J=-290(load case 6),N=-140(load case 5),0=-119(load case 6),M—113(load case 6),L=-126(load case 3) Max GravB=287(load ca 1),J=287(load case 1),N=190(load case 7),0=178(load case 1),M=190(load case 8),L=178(load case 1) FORCES (lb)-Maximum Compression Maximum Tension TOP CHORD A-B=0/65,B-C=-148/45 C-D=-135/60,D-E=-55/89,E-F=-49/118,F-G=49/115,G-H=-55/46,H-I=-97/21,1-J=-111/8,J-K=0/65 BOT CHORD B-0=0/261,N-0=0/261,M-N=0/261,L-M=0/261,J-L=0/261 WEBS E-N=-109/154,D-0=-10 /149,G-M=-109/126,H-L=-101/159 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gn DOL=1.60. 3)Truss designed for wind loads in the F lane of the truss only. 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection pE r the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chc rd bearing. 7)Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection(by ot iers)of truss to bearing plate capable of withstanding 272 Ib uplift at joint B,290 Ib uplift at joint J,140 lb uplift at joint N,119 Ib uplift at joint O,113 Ib uplift at joint M nd 126 Ib uplift at joint L. 9)This truss design conforms with Flori Building Code 2001,based on parameters indicated. 10)Truss shall be fabricated per ANS Irl N quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bra ing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and doe not replace erection and permanent bracing.Engineer's certification valid only when truss is fabricated by a UFPI operated pla t.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the s ecific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or i ccuracy of the design information as it may relate to a specific building. Any references to job names and locations are for adm nistrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard JobTruss Truss Type Oly Ply DURHAM BLDG 1 MCCAWLEY/GH 8-05 Vt 54019695 G2 ROO t1 Job Reference o tional Universal Forest Products,Inc.,Burlingt n,NC 27215,Glenn Henry 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0512:19:33 2004 Page 1 r -2-0-0 5-4-3 10-8-6 12-8-6 2-0-0 5-4-3 5-4-3 2-0-0 Scale=1:25.8 5x4 TL20= C 8.00 12 1 D B F E A 3x4 TL20= 2x3 TL2011 3x4 TL20= 5-4-3 10-8-6 5-4-3 5-4-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increa ie 1.25 TC 0.40 Vert(LL) 0.03 B-F >999 240 TL20 245/193 TCDL 10.0 Lumber Incre ise 1.25 BC 0.20 Vert(TL) 0.09 E >292 180 BCLL 10.0 Rep Stress I r YES WB 0.07 Horz(TL) 0.01 D n/a n/a BCDL 10.0 CodeFBC200 /TP12002 (Matrix) Weight:48 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=646/0-5-8,D::646/0-5-8 Max Horz B=191(load ca 4) Max UpliftB=-465(load case 5),D=-465(load case 6) FORCES (lb)-Maximum Compressioni vlaximurn Tension TOP CHORD A-6=0/67,B-C=-559/25 ,C-D=-559/256,D-E=0/67 BOT CHORD B-F=-63/388,D-F=-63/3 8 WEBS C-F=0/228 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MW FRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gri DOL=1.60. 3)This truss has been designed for a 10 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection p the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by of ers)of truss to bearing plate capable of withstanding 465 Ib uplift at joint B and 465 Ib uplift at joint D. 6)This truss design conforms with Flori Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSIVT 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 interi r joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild my when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requ rements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design nformation 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 ertification of the truss designer. LOAD CASE(S) Standard CITY OF-ATLANTIC BEACH CERTIFICATE OF OCCUPANCY r o,z c o2 r iii _.. Cade cert tying that at the dna d issuance d*struc m wo in This Cwdfieate issued pcusuant to the requ"uernents of Section 4W of the carnpiianee vwth ttre various adinancas of the City regwokm budding ao amwdon ar use. Ear die fakwing: Address: 320 5TH Steet owner. Peter McCawley Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number. 04-28981 Date: 10/20/2005 , DON C. FOR6, C.B.O. Poet in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY Tho Certificate issued pursuant to the i110.2-f �i o 4,v.t p requirements of Sec3ion hof the Sfand�udding Cade certifying Met at the tare of issuance am structure oras in cmapdartce wrth the various ordinances of the Cly regulating building canstcuction or use Far the following: Address: 320 5TH Street Owner: Peter McCawley.. Construction Type: WOOD FRAME Use-Classification: SINGLE FAMILY Permit Number. . 04-28981 Date: .10/20/2005 DON C. FORD, C.B.O. Poet is a conapicuimm space CITY OF-ATLANTIC BEACH CERTIFICATE OF •OCCUPANCY 1 his Cartiitcate issued uant to the c'�i��Bwidl pros requirements of Section 4Wof the ng Cade certifying that at the time of issuance this struaiire was in ccrnpdance with the varicua an*wcas of the CUy mguiatlng building corffitnxlk re or use. For the fdkmvq Address: 320 5TH Steet Owner: Peter McCawley Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number. 04-28981 10/20/2005 - DON C. FOR6, C.B.O. Pont in a couepicuous space Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: q� ,0 2 q " Contractor Name: Z .4 W/"f n 0- f-,, -?n k r,r' Permit#: `f d 09 Property Address: 32-6 P'N S7-1-�i- Legal Description, Improvements to the above-described property have been completed in accordance with the terms of the ;�:e-Family are certified to be ready for occupancy as: 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 Dept. Public Works '7/2 L j 7 Public Utilities g i,2, ( cka Planning Dept. Building Dept. o /0, 20 -a r- �- z o Final Survey with FFE (� Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No Graham Shirley Subject: INSPECTION: 320 5TH ST, 04-28981, FINAL ON ALL, MARY JO/RAY WITH LAWRENCE MURR 545.6153 Start: Thu 9/22/2005 9:00 AM End: Thu 9/22/2005 9:30 AM Recurrence: (none) PASSED LJH Graham Shirley From: Clemons, Malcolm Sent: Friday, September 23, 2005 9:43 AM To: Kaluzniak, Donna Cc: Graham Shirley Subject: RE: 320 5TH STREET Backflow good - no irrigation - Malcolm From: Kaluzniak,Donna Sent: Thursday,September 22,2005 4:55 PM To: Clemons,Malcolm Subject: FW: 320 5TH STREET From: Graham Shirley Sent: Thursday,September 22,2005 4:50 PM To: Kaluzniak,Donna;Carper,Rick; Deming,James;Walker,Chris; Nodine, Phil Subject, 320 STH STREET CONTRACTOR: LAWRENCE MURR, PERMIT#04-28981, 320 5TH STREET, LAWRENCE MURR#262 1434.FINAL CO PASSED TODAY PER LJH. SG 1 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.No.3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31,2005 ELEVATION CERTIFICATE Important Read the Wisttwiloris on pages 1.7. SECTION A-PROPERTY OWNER INFORMATION For Iniiance ComM use: BUILDIN Policy Number PETER I McCAWLEY BUILDING STREETADDRESS:pnduding Apt,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX N0. Company NAIC Number 320 FIFTH STREET CITY STATE ZIP CODE ATLANTIC BEACH FL PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,eta) LOTS 7 AND 9,BLOCK 6,PLAT No.1 SUBDIVISION OF W',ATLANTIC BEACH,AS RECORDED IN PLAT BOOK 5,PAGE 69 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) RESIDENTIAL LATITUDEILONGIIUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑GPS(Type): (Mf-##'-##.##' or ®NAD 1927 ❑NAD 1983 ❑USGS Quad Map ®Other.FB 242/15 SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFP COMMUNITY NAIVE&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE IM0755 DUVAL FLORIDA 84.MAP AIS PALL B7.FIRM PANEL 89.BASE FLOOD ELEVATION(S) NUMBER B5.SUFFD( B6.FIRM INDEX DATE EFFECTNEIREVISED DATE B6.FLOOD ZONE(S) Pm AO.use depth offlooding) 001 D 4/17189 X B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. ❑FIS Profile ❑FIRM ❑Community Determined ❑Other(Describe): B11.Indicate the elevation datum used for the BFE in B9:❑NGVD 1929 ❑NAVD 1988 ❑Other(Describe): B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑No DesignationDale SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on:❑Construction Drawings' ❑Building Under Construction* ®Finished Construction 'A new Elevation Certificate will be required when constriction of the building is complete. CZ Building Diagram Number 1(Select the building diagram most sirTilar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or ptnntograph.) C3.Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1 430,V(with BFE),AR,ARA,ARAE,AR/A1 A30,ARIAH,AR/AO Complete Items C3.-a4 below according tu the building diagram specfied in Item C2.State the datum used.If the datum is difierent from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion c alwiation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum Conversion/Comments Elevation reference marc used Does the elevation reference mark u =L12. FIRM? ❑Yes ❑No o a)Top of bottom floor(including basement o enclosure) ft. Q t7 o b)Top of next higher floor _ft.(m) �' Zti o c)Bottom of lowest horizortal structural member(V zones only) _ it(m) on 'G o d)Attached garage(top of slab) 11. 20 tl( w ; o e)Lowest elevation d machinery arxtlor equipment servicing the building(Describe in a Comments area) 10.76 ft.(m) �► o f)Lowest adacent(finished)grade(LAG) 10.3 ft,(m) z' o g)Highest ajacent(finished)grade(HAG) 11. 3 fL(m) o h)No.of permanent openings(flood vents)within 1 ft.adore agent grade Q 8 J o i)Total area of all permanent openings(food vents)in C3.h NA.sq.in.(sq.cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHRECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. CERTIFIERS NAME JONATHON B.BOWAN LICENSE NUMBER 4600 TITLEVICE PRESIDENT COMPANY NAME A&J LAND SURVEYORS,INC. ADDRESS CITY STATE ZIP CODE 5847 LUELLA STREET JACKSONVILLE FL 32207 FEMA 81-31,January 20M See reverse side for continuation. Replaces all previous editions P �, ` ...� rbc OCT ORI OF OF JOB ADDRESS DATE 3 Zo Ste" C", . 't ( " I THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted VIP- V-t u IQ 1ra fLL Z=F ®(� 4-o 1 cU 41 yen Cy oF- $WX. REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. 6y - V8 let LANrj�, s - o CORM 0111 OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted D 2 x LVL Oe2 �$OTl d•4� I IrOccaP(� W 14L Ek $43.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have beery made, call 247-5826, Building Depart- ment for an inspection.Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. �4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028981 Date 12/06/04 Property Address . . . . . . 320 5TH ST Tenant nbr, name . . . . . . NEW RESIDENCE Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447088 Owner Contractor - - -- -------- ------------ ------------------------ MCCAWLEY, PETER & INGRID LAWRENCE MURR INC . 3000-1 HARTLEY ROAD' " ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 262-1434 ------ ------ -------------------------------- ------ -------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 23 FIXTURES Sub Contractor NORTH FLORIDA PLUMBING, HVAC Permit Fee . . . . 196 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --- -------------- ---------- ---------- ---------- ---------- Permit Fee Total 196 . 00 196 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 196 . 00 196 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WffH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. jk k),*- C . BUR DING O PERMIT WORKSHEET certificate of Occupancy Job Address: AZO Type Work: Property Owner: Phone # Z�GZ�oZo3 Contractor: Phone # Permit#: CD 15 _ 2� ..1 Date Issued: Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing _ Framing / Cover Up Insulation Final Building Tree Permit# - -7 ES NO Electrical Permit# Date/ Copy to JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough .Final Plumbing Permit# Inspections: Rough / Underslab Topout a Water/Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: CHECK REQUEST DATE 05/21/04 \ziS VENDOR NO. 6000 PAYEE Lawrence Murr Remodeling ADDRESS 3000-1 Hartley Road CITY Jacksonville STATE Florida ZIP CODE 32257 ACCOUNT DESCRIPTION ACCOUNT NUMBER PROJECT NO. AMOUNT Building Permit Fee 00100003221000 Permit#03-27379 $700.00 Subtotal from Page 2 TOTAL $700.00 DESCRIPTION OF ITEM OR SERVICE: Pulled a permit for a remodel and they have changed scope of work drastically. Paid total of$1050.00. $350.00 of which is a non refundable plan check fee. SPECIAL INSTRUCTIONS: To expedite processing,please attach adequate documentation to support payment. ADDITIONAL APPROVALS ONLY REQUIRED WHEN CHECK REQUEST IS OVER$500 J:SCj'll1`4 REQUESTED BY/DATE DEPT HEAD/DATE FINANCE DIR/DATE CITY MGR/DATE Effective: 5/10/04 Revised: 5/19/04 LAWRENCE MURf�- FUkAOL)l May 12, 2004 City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Attn: Don Ford Please cancel permit number 03-00027379,property address 320 5th Street, owner Peter and Ingrid McCawley. Also please cancel the tree removal permit. Do not cancel the permit for the construction trailer that is on the property. Thank you for your assistance, and please advise if we need to do anything else. Yours ly, t Lawrence Murr, GR, CAPS President Mary Jo Wagner MY . MMISSION DD087824 EXPIRES :;; March 18,2006 !'P,h0 BONDED TH►U TROY FAIN INSURANCE,INC. 3000-1 HARTLEY ROAD ♦ JACKSONVILLE FLORIDA 32257 ♦ 904/262-1434 ♦ FAX 904/262-1887 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027379 Date 1/15/04 Property Address . . . . . . 320 STH ST Tenant nbr, name . . . . . . ADD/FRONT PORCH REC RM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 180000 Owner Contractor - ------------ - - --- - - ---- MCCAWLEY, PETER & INGRID LAWRENCE MURR INC. 3000-1 HARTLEY ROAD 345 4TH STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 242-0203 (904) 262-1434 --------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 700 . 00 Plan Check Fee 350 . 00 Issue Date . . . . Valuation . . . . 180000 Fee summary Charged Paid Credited - Due-- ----- ---------- ---------- - Permit Fee Total 700 . 00 700 . 00 . 00 . 00 Plan Check Total 350 . 00 350 . 00 . 00 . 00 Grand Total 1050 . 00 1050 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Boob 11583 Page ,837 5 MIN. RETURN PHONES #�-44� �n(PZ8 NOTICE OF COMMENCEMENT State of r4, c) f A Tax Folio No. County of D U To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of prop rty being improved:,5--62 l �'a5_o�cr--F— 14—rzp tiT I c I6C f1l a s 7, R Q Address of property being improved:__ /5�-- General description of improvements: !� � y /' (honor• E A/'a 9 CL ` KJ N'E Address 3 a� 3 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: f P 1rj� Contractor: U _ Address�000— Phone NFax No: D q—,.-=;2L CP,3L — / 27 Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan fo r the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLYII''( NER, Signed:h Date: 14 d c��• -n'90 Lm Before me y of in-the County ����-moo&/goy` � y of�uv 1,St of Flori erson lly appeared R1 T1M�C'9 Enj�" MRPA=z xmro�o Wj,,C Notary Public at Large,State of PloridCounty of Duval. �2 $3 �1 A My commission expires: /y/ rJ .� ^+ a �'� Personally Known: or ' WQ Produced Identification: -+ cn L o V ..•..�,, Ch "'%, Mary]o Wagner MY COMMISSION# DD087824 EXPIRES a: Ac March 18,2006 BONDED THRU TROY FAIN INSURANCE INC Cc: -=y7r CITY OF ATLANTIC BEACH D. Fold_ BUILDING / ZONING DEPARTMENT ' a - 800 Seminole Road �SDoerr Atlantic Beach,Florida 32233 (904)247-5800 > (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0-3 — Z-73 -7 Property Address: 3 Z O ZT14 Sf Applicant: �°rwt•Z �Gy2� ��` Project: a-IJ — t"r�wRc�-� t-1• `� E� This p mit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: 4 Date: �' - \ \k t CITY OF ATLANTIC BEACH BUILDING PERNUT APPLICATION (ALTERATIONS/ADDITIONS) Date:a Gt7 /10C 1 Job Address: C) c:�ST 6:EC T;1jr° :tel 3 3 3 �o Owner of Property: E Tom- / a 1Z I M C O-igb)LJ E Address: r/j yT-e Telephone: CtU4 O Legal Description: Block Number: (-o Lot Number:_Zoning District: Contractor: lv PZJ ,� ' a State License Number: Contractor's Address: 3©©O- ,4k7'-.(,� / Telephone: Q0 - Cv --;L -/�3(( Fax: 90 4- QCa-=-,x-- ( gg 7 Describe proposed use and work to be done: - t4 P D 1 T 16 ry 0 rz. F2 o lr�T fon cW �trvn R �re�v �2r>an-i Ga T 2c% C,��C-AalL.7 Present use of land or building(s): C H-r` T Valuation of proposed construction: What are the dimensions of the added space: -r feet x ' o u feet Will the added area be heated and cooled? New electrical or increase in service?��(�o .unl New plumbing fixtures? New fireplace? �.�. _ New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Willth' project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. -C;KVES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree /— Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Iluf5mil(Te v I L 's SwC -7-3 q Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. I f you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5826. 1 n order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations:include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all in anon pr ed wi s application is correct. Signature of owner: Date: �!/ / �7�—� I hereby certify that I have read an a application and know the same to be true and correct All provisions ofthe laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the p erty. I understand that the issuance of this permit is contingent upon the above information being true that the plans and su ming data have been or shall be provided as requi d. Signature of Contractor: Date: �l �Z 4 3 Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ,20 . State of Florida,County of Duval r Mary Jo WagnerNotary's Signatur +: += MY COMMISSION# DD087824 EXPIRES } March 18,2006 % PF Cdr BONDED THRU TROY FAIN INSURANCE,INC Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this C,-/ day o State of Florida,County of Duval Notary's Signatur 0 U Mary)a Wagner MY COMMIS ON# DD081824 EXPIRES 1 Personally known March 18,2006 ❑ Produced identification BONDEDTHRUTROY FAN NWRANCE,INC Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fi.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH r J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027397 Date 12/12/03 Property Address . . . . . . 320 5TH ST Tenant nbr, name . . . . . . REMOVE FOR FRONT PORCH Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------- ------------ ------------ MCCAWLEY, INGRID & PETER OWNER 320 5TH STREET ATLANTIC BEACH FL 32233 (904) 242-0203 ---------------------- ------------- -------- -- ---- - -- Permit . . . . . . TREE PERMIT Additional desc . Permit Fee . . . 00 Plan Check Fee 00 Issue Date . . . . 12/12/03 Valuation . . . . 0 --------------------------------------------------- --- ---- - Special Notes and Comments TREE BOARD APPROVED REMOVAL OF 12"PALM AND 8"PALM WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- -- ------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS W ICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. r,t ka a BUILDING OFFICIAL c« CITY OF ATLANTIC BEACH Q BUILDING / ZONING DEPARTMENT L. Hi BUIins ss1 800 Seminole Road oerr j } Atlantic Beach,Florida 32233 (904)247-5800 !c~3 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Q,5— Z75-7 "X55 > Property Address: Emt+ S' _ Applicant: Project: 0 t's't d t.� �'2c»T �� -} �iC,• • 0 This permit application has been: E�//Approved Reviewed and the following items need attention: Please re-submit X01r application n these items have been completed. Reviewed Bye-' Date: /C;I –//—o 3 REC- EIVED CITY OF ATLANTIC BEACf BUILDING & ZONING DEC 10 2003 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATI NgY: (ALTERATIONS/ADDITIONS) ----- -�� Job Address: Owner of Property: ---T� IJ E Address: 45- .<r t/7Tc Telephone: q(J�-a 4 - ( 03 Legal Description: Block Number: Co Lot Number: Zoning District: Contractor: !4 i1jL? le�,��t✓(3 _ State License Number:2,g (2 D��z� Contractor's Address: 000-/ /-1,4/,?7-4 -:TkKs0&) V Telephone: q© Fax: 90 4- F9 7 Describe proposed use and work to be done: 0(fiy -E_ - f-1(2 D 1 T 16 ts.5 D(Z E-001V T 02 cA nN D Z4k4tT(0N Q0011 t+7' R-f--014 t'':&"02-T Present use of land or building(s): �S( h \104 Cm-r\rj Valuation of proposed construction. TIBS /e. What are the dimensions of the added space: 2-1 feet x `I t u feet Will the added area be heated and cooled?_ �✓ New electrical or increase in service?L,LQy�n,nln�l New plumbing fixtures? _ New fireplace? New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Willth' project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. -01"'iES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. �oU15 MITT 0c) Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. I f you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5826. I n order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if tomes are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations:include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all in anon pr ed wit is application is correct. Signature of owner: Date: I It ereby certify t hat I h ave r ead an a application a nd know t he same L o b e true and c orrect. A Il p rovisions o f t he 1 aws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the p erty. I understand that the issuance of this permit is contingent upon the above information being true a that the plans and su rting data have been or shall be provided 7quid. Signature of Contractor: Date: ( Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ,20��. State of Florida,County of Duval Y1111, Mary Jo Wagner Notary's Signatur MY COMMISSION# DD087824 EXPIRES %a• March 18,2006 BONDED THRU TROY FAIN INSURANCE INC Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Swom to and subscribed before me this / J day o ,20 �'>. State of Florida,County of Duval Notary's Signatur Mary Jo Wagner yknown MY COMMISSION# DD087814 EXPIRES 0-"'Personally March 14 2006 ❑ Produced identification BONDEDTHRUTROY FAIN INSURANCE W_ Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www..ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-01 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Compliance with Method C of Chapter 6 of the Florida Energy Effidenry Code maybe demonstrated by the use of Form 600C-01 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences.Altemative methods are provided for additions by use of Form 6008.01 or 600A-01. -- PROXECTNAME; _ 81.1ILDER: AND ADDRESS: "? PERMITTING CLIMATE r _ OFFICE: ZONE: 1 D 2 3 OWN ER:\ 1 J W PERMIT NO,:F�� JURISDICTION NO.: fZ•f cT6 SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area).Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the eAsting building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition oris being installed in coniunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels.RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building),Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only site-installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No.of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) - 4. 2S 5. Predominant eave overhang (ft.) 5. 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. `--s.S sq, ft. b. Tint, film or solar screen 6b. sq. ft. sq.ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation: a. Slab-on-grade (R value) 8a. R= -2_ lin. ft. b. Wood, raised (R-value) 8b. R= sq. ft. c. Wood, common (R-value) 8c. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete, common (R-value) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= z sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9C 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R= _ 3��sq. ft. b. Single assembly (Insulation R-value) 10b. R= sq, ft. 11. Cooling system* (Types: central, room unit, package terrninai A.C., gas,existing, none) 11. Type: SW/EER: C� 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: _ _ gas h.p.,room or PTHC,existing,none) H P /COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hat water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: * Pertains to manufactured homes with site installed components. I hereby cert' that the plans and specifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance compliance wrt he nda n rg Code // with the Florida Energy Code. Before construction is completed this building will be PREPARED BY _ DATE: Z/I Ql_ inspected for compliance in accordance with Section 553.908,F.S. ... __... . - I hereby certify that this building is in compliance with the Florida Energy Code. BUILDING OFFICIAL: OWNER AGENT: - DATE: DATE: ..................------- -1- Climate Zones 1 2 3 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete Block R-7 Central A/C-Split SEER = 10.0 SEER = cn Frame,2'x 4' R-11 = - z -Single Pkg. SEER = 9.7 SEER = aFrame,2'x 6" R-19 ------ < Common,Frame R-11 - _- g Room unit or PTAC EER = 8.5` EER = Common,Masonry R-3 _-- Under Attic R-30 - Electric Resistance ANY - (n Single Assembly;Enclosed Heat pump-Split HSPF = 6.8 HSPF z Frame R-19 Single Pkg. HSPF = 6.6 HSPF = (D ----- Zi Metal Pans R-13 Room unit or PTHP COP = 2.7` HSPF/ = Lu Single Assembly;Open R-10 ca Common,Frame R-11 --__-__ a COP U) Slab-on-grade No Minimum Gas,natural or propane AFUE = .78 AFUE = Raised Wood R-1 9 Fuel Oil AFUE = .78 AFUE = --_ O - -- O Raised Concrete R-7 ti Common,Frame R-11 _---__ r w Electric Resistance EF = .88 EF =WAB r-v In unconditioned space R-6 o¢ Gas; Natural or L.P. EF = .54 EF = -- � o In conditioned space No minimum Fuel Oil EF = .54 EF = "See Table 6-3,6-7 TABLE'6 -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by type.overhang lencrth,and solar heat aain coefficient. Maximum%- Installed%_ Im GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double 1'-87.87 0'-.78 2'-.87 1'-.78 2'-.78 3'-.78 0•-.75 1'-.75 0'-.61 NOT 1'-.61 NOT 2'-.61 0.- .57 ALLOWED 0'-.44 ALLOWED 1'-.44 0'-.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC=.87,double clear SHGC=.78,and single tint SHGC TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION - REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 To be caulked asketed weather-stripped or otherwise sealed. Exterior Windows&Doors 606.1 Max.0.3 cfm/s .ft,window area;.5 cfm/sc.ft.door area. Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations two alternatives allowed). Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances. 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 for vertical pipe risers. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficient of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recover units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation&Installation insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. \ GENERAL DIRECTIONS: 1.On Table 8C-1 indicate the R•value of the insulation being added to each component and the efficiency levels of the equipment being installed.All R-values and efficiencies installed must meet or exceed the minimum values listed Components and equipment neither being added nor renovated maybe left blank. 2.ADDITIONS ONLY.Determine the percentage of new glass to conditioned floor area in the addition as follows.Total the areas of all glass windows,sliding glass doors and glass door panels.Double the area of all non-vertical roof glass and add itto the previous total.When glass in existing exterior walls is being removed or enclosed by the addition,an amount equal to the total area of this glass maybe subtracted from the total glass area.Divide the adjusted glass area total by the conditioned floor area of the addition.Multiply by 100 to get the,percent.Find the aigest glass percentage underwhich your calculated percentage falls on Table 6C-2.Prescriptivesare given bythe type ofglass (single or Double pane)and the overhang(OH)paired with a solar heat gain coefficient(SHGC).For a given glass type and overhang..the minimum solar heat gain coefficient allowed is specified.Actual glass windows and doors previously in the exteriorwalls of the house and being reinstalled in the addition do nothave to complywith the overhangand solarheatgain coefficient requirements on Table 6C-2.All new glass in the addtion mustmeetthe requirement for one of the options in the glass percentage categoryyou indicated The overhang(OH)distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3.RENOVATIONS ONLY.Replacement glass needs to meetthe following requirements.Any glass type and solar heat gain coefficient maybe used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang.Glass areas being renovated that do not meet this cdteiia must be either single-pane tinted,double-pane clear or double-parie tinted. 4.BUILDING SYSTEMS.Comply when new system is installed for system installed. 5.Complete the information requested on the top half of page 1. 6.Read"Minimum Requirements for Small Additions and Renovations",Table 6C•3,and check all applicable Items. 7.Read,sign and date the"OwneriAgent"certification statement on page 1. -2- t v RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 1219103 1065 Oak Vale Rd,Jacksonville,F132259 Phone:904-287-5339 Fax 904-287-1258 Email:energydesign@comcast.net Project For: McCawley addition 320 5th St,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 7274 Btuh Structure 7582 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 7274 Btuh Use mfg. data in Ratelswing multiplier 0.97 Infiltration Total sens. equip. load 7354 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Intemal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1131 Btuh Area(ft') 386 386 Total latent equip. load 2051 Btuh Volume(ftp 3088 3088 Air changes/hour 1.2 0.5 Total equipment load 9406 Btuh Equiv. AVF (cfm) 62 26 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 328 cfm Actual cooling fan 328 cfm Heating air flow factor 0.045 cfm/Btuh Cooling air flow factor 0.043 cfm/Btuh Space thermostat Load sensible heat ratio 79 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrigjhtsoft Right-Suite Resident alT 5.0.58 RSR 29784 2003-Dec-0922:47:55 (:\Documents and Settirgstustomer\My DocumentMEDSMrightsoft HVAC\McCawley add 320 5th St Atl Bch Page 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028259 Date 5/14/04 Property Address . . . . . . 320 5TH ST Tenant nbr, name . . . . . . TO BUILD NEW HOME Application description . . . DEMOLITION Property Zoning . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---- ----------- --------- ------ ------------------ MCCAWLEY, PETER & INGRID LAWRENCE MURR INC . 3000-1 HARTLEY ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 262-1434 ---------------------------------------------------------------------------- Permit DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ----- ----- ---------- - --------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. b BUILDING OFFICIAL CITY OF ATLANTIC EACH DEMOLITION PERMIT APPLICATION �r Jill) Date: 5- Job Address: � � Ar l.zw-,�PG Owner of Property: V e-.- z N C`QAD P L(1R w L Address: ��� ¢t� 5t AMzAVtc,Z2c-Nc�--) Telephone: rL-' Uri--Q3 Legal Description: Block Number: Lot Number: Zoning District: Contractor: LAWk- NCS Outs 1 I hX- . State License Number: 0A X34) 3 Contractor's Address: `3000- 1 u PrR-T W-1 Zplkl'J - �,�c�Y. e7►:� .,^14L ti 7 Telephone: q B'{ 2-40 7- - 1 q '2>1{ Fax: c(p L4 - 1-0 f2- - 1 8rd 1 scribe proposed use and work to be done: ' LIW . E;P S r lei kw Se T-C Q r, INTam Present use of land or building(s): 12e-S(tai-NC-e. - \\JftC--Prrq-0 C--Prrt-0 Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? O. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. LJ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all infonnati ovided 4'� application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atlantic-beaciLfLus Page 1 Revised 1/'14/03 NI it PK-4 kjtil S - $'Nb Signature of Contractor. W RAN L NIN2�z, f K Date. Address and contact information of person to receive all correspondence regarding this application(please print). Name: f�2K �, Aei ms r r pwml mtbv,4&Gje— LnwaA2 J(11-1 Moer—I I K< , Mailing Address: '?5F200 - ( HRP-TL-Elf P—My Telephone: �0 cf - 241- { Fax: Q q- Q-4�'2 -185'1 E-Mail: /Y!a r k �alic��ctc',v'hurr<✓►G . Cara AS TO OWNER: Sworn to and subscribed before me this day of C" 120 State of Florida,County of Duval �. W'DNyonSM MY, 0b1 nAH103IN06 Notary's Signature 900VII 4»0W SINX3 t4L8004 #NOISSIWWODAW Jau6u oC tioW Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of1200 State of Florida,County of Duval Notary's Signature: C ;M"fM,� Mary 7o Wagner Personally known MYCOMMISSION# DD087824 EXPIRES E] Produced identification eoeoeo n rr ch Faaia x ar M W-2006 Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 .http://www.ci.atlantic-beach.fLus Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027397 Date 12/12/03 Property Address . . . . . . 320 5TH ST Tenant nbr, name . . . . . . REMOVE FOR FRONT PORCH Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------- ------- ---- ---- -- - --- -- - - - - --- - --- - MCCAWLEY, INGRID & PETER OWNER 320 5TH STREET ATLANTIC BEACH FL 32233 (9 04) 242-0203 ---------------------- ------------- --- - - - ---- ----- - -- - -- ------ - -- - - - - ------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 12/12/03 Valuation . . . . 0 -------------------- --- - ------------- ---- - ------ ---- -- --- - ---- ----- - -- ------ Special Notes and Comments TREE BOARD APPROVED REMOVAL OF 12 "PALM AND 811PALM WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- -- - ----- ---- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WIJICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 t Application Number . . . . . 03-00027397 Date 12/12/03 Property Address . . . . . . 320 5TH ST Tenant nbr, name . . . . . . REMOVE FOR FRONT PORCH Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------------------- --- -- - ---- - --- - - -- - ---- -- - - MCCAWLEY, INGRID & PETER OWNER 320 5TH STREET ATLANTIC BEACH FL 32233 (9 04) 242-0203 ----------------------------------- ------ ------ -- --- ---- - - --- - - -- - - - -------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 12/12/03 Valuation . . . . 0 ------------------------ ------------- - --- ------------- --- - --- - --- -- - -- ------ Special Notes and Comments TREE BOARD APPROVED REMOVAL OF 1211PALM AND 8"PALM WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -- ------ -- - -- - -- --- - Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WI-JICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH : 4 TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5:00 p.m. on t Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. ° ,z INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1.[N alp f7eref- M 546,PH 5'r ATL• bN 24?,- 0 2155 APPLICANT NAME ADDRESS TELEPHONE 2. 32.y 5rk -6-r. Argy. cbc- . ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) 3. REASON FOR PROPOSED TREE REMOVAL: If4s- Iil­l 06r N�W W—MT _TC)" , 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO O URE 5. SITE PLAN/TREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilites and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an "X". e. Location, species and size of all trees to be perserved on-site for mitigation must be marked with brackets "[I". f. Location, species and size of any proposed new replacement trees marked with a circle "0". g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. 6. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property comers must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST by marked on-site by RED/ORANGE flagging, paint or tape. z e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN flagging, paint or tape. 800 Seminole Road, Atlantic Beach, Florida 32233 Telephone(904)247-5800 Fax(904)247-5845 1 of 4 7A. TREES REQUIRING MITIGATION - RESIDENTIAL PROPERTY 1. Interior zone trees requiring mitigation Any tree with a Diameter at Brest Height (DBH) of 20" or more 2. Exterior Zone trees requiring mitigation Any tree with a Diameter at Brest Height (DBH) of 6" or more 3. Champion trees Any tree so designated by the Florida Division of Forestry, Department of Agriculture 4. Exceptional Specimen trees Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION RESIDENTIAL PROPERTY Y EXTERIOR ZONE O � U O W m N W W PROPERTY R Y LINE 7.5 - :INTERIOR ZONE 7.5 _ - SIDE SDE -SETBACK SETBACK Y O Z Q N = m U- w W SIDEWALK -- PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PUBLIC S T R E E T PROTECTED TREES DBH 6" OR MORE Y 7B. TREES REQUIRING MITIGATION - COMMERCIAL PROPERTY 1 . Interior zone trees requiring mitigation Any tree with a Diameter at Breast Height (DBH) of 10" or more 2. Exterior Zone trees requiring mitigation Any tree with a Diameter at Breast Height (DBH) of 6" or more 3. Champion trees Any tree so designated by the Florida Division of Forestry, Department of Agriculture 4. Exceptional Specimen trees Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION COMMERCIAL PROPERTY Y EXTERIOR ZONE b � ¢ m N Cr W u) PROPERTY LINE ..._...._............................................. .. .... ..... :. 7.5 :INTERIOR ZONE .7.5 SIDE SIDE T SETBACK SE BACK Y O Z V Q O 0 C13 w W N -�---- PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PUBLIC STREET PROTECTED TREES DBH 5` OR MORE 3 of 4 8. LIST TREES PROPOSED FOR REMOVAL: DIAMETER * OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY P A-C.ffill'I 1 Za 2 Sy 9. LIST TREES PROPOSED FOR MITIGATION: DIAMETER * OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE ll, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date ��'z4nz"fx1L — Ownerignature Date Tree Conservation Board Chair z Date *Diameter at Breast Height(D.B.H.),is measured at 4.5 feet above grade.To accurately determine diameter,measure the trunk circumference and divide by 3.14.Diameter of mutt-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. "Interior Zone: outside the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). "Exterior Zone: within the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 of 4 RECOMMENDED TREE LIST Atlantic Beach Tree Board These trees are recommended for North Florida if appropriately sited, planted, and cared for. Note that salt and drought tolerance varies. All trees, including those condsidered drought tolerant, require regular watering for at least one year. *American Holly (Ilex opaca) Evergreen, 50 to 100 feet tall, salt tolerant, low drought tolerance, red berries in winter. *Bald Cypress (Taxodium distichum) Deciduous, up to150 feet tall, salt tolerant, wet soil. *Dahoon Holly (Ilex cassine) Evergreen, to.40 feet tall, salt tolerant, wet soil, red berries in winter. Drake Elm (Ulmus sp.) Deciduous, to 50 feet tall, not salt tolerant, not drought tolerant. *Eastern Cottonwood (Populus deltoides) Deciduous, to 80 feet tail, moist soil, salt tolerance unknown. *Florida Dogwood (Cornus florida) Deciduous, to 40 feet tall, low salt tolerance, not drought tolerant. *Laurel Oak (Quercus laurifolia) Semi-evergreen, to 75 feet tall, not salt tolerant, low drought tolerance. *Live Oak (Quercus virginiana)Evergreen, to 70 feet tall, salt tolerant, low drought tolerance. *Loblolly Bay (Gordonia lasianthus)Evergreen, to 70 feet tall, not salt tolerant, moist soil. *Longleaf Pine (Pinus palustris) Evergreen, to 120 feet tall, salt tolerant, drought tolerant. Loquat (Eriobotrya japonica) Evergreen, to 40 feet tall, low salt tolerance, not drought tolerant, bears edible fruit. Pecan (Carya illinoinensis) Deciduous, to 100 feet, not salt tolerant, not drought tolerant, produces edible nuts. *Pine,-Sand Pine (Pinus clausa) and Slash Pine (Pinus elliottii) Conifer, 70 to 100 feet tall, salt tolerant, drought tolerant. *Red Maple (Acer rubrum) Deciduous, to 80 feet tall, low salt tolerance, moist or wet soil, fall color. Red Cedar (Juniperus spp.) Conifer, 50 to 100 feet tall, salt tolerant, drought tolerant. *River Birch (Betula nigra) Deciduous, to 60 feet tall, not salt tolerant, moist soil, attractive bark. *Sabal,or Cage Palm (Sabal palmetto)Evergreen, to 90 feet tall, salt tolerant, drought tolerant. *Shumard Oak (Quercus shumardii) Deciduous, to 100 feet tall, not salt tolerant, not drought tolerant. *Southern Magnolia (Magnolia grandiflora) Evergreen, to 100 feet tall, salt tolerant, drought tolerant. *Sweet Bay (Magnolia virginiana) Evergreen, to 75 feet tall, not salt tolerant, moist or wet soil. *Sweet Gum (Liquidambar styraciflua)Deciduous, to 75 feet tall, salt tolerant, not drought tolerant. Sycamore (Platanus occidentalis) Deciduous, to 100 feet tall, not salt tolerant, low drought tolerance. *Tulip Tree or Yellow Poplar (Liriodendron tulipifera) Deciduous, up to 100 feet tall, not salt tolerant, moist soil. *Water Oak (Quercus nigra) Deciduous, up to 75 feet tall, not salt tolerant, not drought tolerant. *Winged Elm (IJlmus alata) Deciduous, up to 50 feet tall, not salt tolerant, not drought tolerant. *Native tree Not Recommended for Mitigation: **Camphor Tree (Cinnamomum camphora) Invasive evergreen tree. Crape Myrtle (Lagerstroemia spp.) Wonderful flowering plants, but not all types are capable of achieving tree size, many dwarf and semi-dwarf varieties sold as "trees." **Cherry Laurel (Prunus caroliniana) Evergreen tree is weedy and invasive, often does not reach tree size. Redbud (Cercis canadensis) Beautiful spring flowering specimen, but does not always reach tree size. **Chinese Tallow or Popcorn Tree (Sapium sebiferum) Invasive and illegal to sell or propogate in Florida. **Chinaberry (Melia Azedarach) Weedy and invasive. Citrus (Citrus spp.) Satsuma, calamondin, and others often do not reach tree size. Fringe Tree (Chionanthus virginicus) Beautiful specimen but often does not reach tree size. Glossy Privet (Ligustrum lucidum) Does not reach tree size. "Golden-Rain Tree (Koelreuteria elegans) Colorful, weedy tree is very invasive. **Wax Myrtle (Myrica cerifera) Evergreen shrub often pruned to a single or multi trunk specimen does not reach tree size. Weedy and invasive. ** Considered undesirable for planting anywhere in Florida by the Florida Dept. of Environmental Protection, Bureau of Invasive Plant Management. Seeds of invasive trees are spread to undeveloped areas by birds where they force out existing tree canopy. (TREE LIST Ad Bch 03101) r Fes' R • � E x � s .r" ,r m t . f' rv� CITY OF ATLANTIC BEACH :► 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027397 Date 12/12/03 Property Address . . . . . . 320 5TH ST Tenant nbr, name . . . . . . REMOVE FOR FRONT PORCH Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------- ----- MCCAWLEY, INGRID & PETER OWNER 320 STH STREET ATLANTIC BEACH FL 32233 (904) 242-0203 ----------------------------------------------------- ------------ --- -------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 12/12/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments TREE BOARD APPROVED REMOVAL OF 12"PALM AND 8"PALM WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------ ---- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS 7CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 1 MINUTES OF THE REGULAR MEETING OF THE TREE CONSERVATION BOARD December 10, 2003 A regular meeting of Tree Conservation Board was held Wednesday,December 10,2003,at the Adele Grage Cultural Center. Present were Charles Carroll, Jim McCue, Bill Permenter, Maureen Shaughnessy,Building Official Don Ford and Jennifer Schlueter. L Call to Order The meeting was called to order at 7:00 p.m 2. Recognition of Visitors None. 3. Approval of Minutes of Meetings of November 19.2003 A motion was made by Board Member Bill Permenter, _seconded by Board Member McCue,and unanimously carried to approve the Minutes of November 19,2003. 4. Old Business A. Tree Removal Application Form: This item was addressed after New Business. B. Draft Resolution Regarding Protected Corridor: This item was addressed after New Business. 5. New Business A. Tree Removal Applications 1. 320 5'h Street: Building Official Ford advised that the 12" palm tree was marginal because it was too close to the foundation, no mitigation would be required The 8 %z"palm tree required no mitigation A motion was made by Board Member Permenter, seconded by Board Member Carroll, and unanimously carried to direct the Building Official to issue a permit for the removal of a 12" palm and and 8%" palm with no mitigation required. 2. 14 E. Dutton Island Dr.: In response to questions from Board Members, Building Offical Ford advised that there are similarities with Mc Donald's tree removals and that the Board could forward a complaint to the Code Enforcement Board to fine the contractor. A motion was made by Board Member Permenter, seconded by Board Member Carroll, and unanimously carried to direct the Building Official to issue an addendum to the existing Tree Removal Permit,for the removal of 4 trees,24"of oak and 38"of pine, to be mitigated at 100% on site and whatever cannot be planted on site will be paid into the tree fund at$117.00 per inch. The 8"camphor will not require mitigation. A motion was made by Board Member McCue, seconded by Board Member Carroll and unanimously carried to direct the Building Official to forward a complaint to the Code Enforcement Board to levy fines at the maximum penalty and recommend that each of the (5) five trees be considered a separate violation, (Le. $250Jea.) for the contractors lack of due diligence. FOR OFFICE USE ONLY DEPARTMENT OF BUILDING Date C ITY OF ATLANTIC BEACH, FLOPMA" 'Pmi „, {i , Application for Permit for uationt# Dt� op Miscellaneous Alterations, s�TalerFee A :douse # 2_sr- i and Repairs _ Kid 1964 DESCRIBE: As (State if to repai d to or ve builds s : .4effect awns s, signs tc Building on: Lot No. Blk. No. Sub, v- Address: •- Valuation ,.. Goners Name: BUIIDINGS AND OCCUPANCY Building Use - Residential or Business What Plumbing work to be done? Size of Present Bldg. vAe 1 Size of Extension 0,4Siye of Lot.1649 Y ,Sb No.x of stories now after altered_ ,, 2ater3.al � ai ocifer Material of Present Build teAal of l ano a NECESSARY PLANS Td BE SUBMITTED 4MITIi OIL BURNER R USOLINE EQUIPMENT liens of Oil Burner or Gasoline Pump Tape or Model..''""_....._.... Name and Address of Manufacturer Tn madsonneetio h e � ' 13,ca ion's so made to install: oa achy tank s) �"► uage met ourxi Name of ufact er Under or Abo e . ..; of :bus ding. For (Inside or Outside Name of Purch ser FURNISH DRAWING SHOWING ENTIRE LAYOUT, REVERSE'SIDE OF THIS BLANK SIGNS izc, .„ ClassificationZA I (State whether ground, roof, wall, projecting, banner Material of construction I114mi.nated7,_,, Type of illumination State whether Lamps or Neon dill sign be over public property? SUBMIT DRAWING SHOWING CONSTRUCTION CF SIGN AND'METHOD OF HANGING WRITE ADDITIONAL INFORMATION BELOW (For canvas awnings provi,de',dimensioned drawing'an reverse side) 117 lb I(AV 7b1k 7- Zk.91e- tie In consideration of permit given for doing the work as described in t above /�M j j'►t,s* statement, we hereby agree to perform said work in actu�ante with the attached plans and specifications, which are a part hereof, and in accordance with the building regu- :.rtians of the City of Atlantic Beach. Southarn Standard Buildi Code) signature of Builder r rJA A 4idress z Phone No. y Y/� } 14063 D&°PARTMENT OF BUILDING CITY OF ATLANTIC BEACH" ' PERM I T I NF€�RMAT I CIN LCATION INFORMATION ,-----_ Eger t Number; 14063 Address , i 320 FIFTH STREET Pe it Type.MECRANICAL ATLLANTIC BEACH FLORIDA ?32233 `Ia s of WOrk:ALTERATION _- -_- LEGAL I>ESGR I P'I`I OI+T ---------- Con Con t r Typed WOOD FRAME Lel ae� 1 Lot: �Tsa . �_ ov Pro 4,sed,. VEe:SINGLE PAM,ILY , Section: 1 0' Subd. Rncj: 0 Subdivision Est'. Va 1 ue: 0 .00 Imp ov. Co t ; 0,00Tjtal Fees 1.00 me Aunt A y,. 1 . 00 ate ? t Ass , Hear � �y�, �P MPg .CII}ENSER ' T ION �`�.�_��' ���,� "- APPLICATION FEES 141.00 B FLOR I bA 3 If" C R ORlI1T OR I I me: Eft H N AIR CQ I , Arddr, 90 AORSONV :, BEACR FL. 5Q Le i -` �A CA qw,3sQ 'Exp: t� 'L .. 1A ,. ............ .. ..., .s .,.E u u , NOTES: p k F 5: E pg } NOTICE.—ALL CONCAtTE FORMS AND FOOTINGS MUST BE INSPjCTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE'OF ISSUE 8,UjLDII IG MATERIAL,RUBBISH AND DEBRIS PROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEAR Dr UP AND HAULED AWAY BY EITHER CONTRACTOROR OWNER FAI .URE TO CO PLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THEROPERTYOWNER PAYING TWICE FOR SUILDING IMPRC)YEMENT'S." ISSUE ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR—'"", � YIOLAT ON OF APPLICABLE PROONB OF LAW. f�il. B i4` CKCKS ATLANTI BEACH BUILDING DEPARTMENT I IAB CITY OF t .3`���t�+wS'7✓ YJ wi�M;ld 6+"� '�111°'i�Y'Sm.N,@+ /', Office of Building Official ' REQUEST FOR INSPECTION Date - /♦ CJS ------ - -- Permit No. ----- Time ---..- Received A.M. -- --- —-- PPA Job Addrivi Loca;ity Owner's ,� 1 Name Contractor, BUILDING CONCRETE ELECTRICAL PLUMBING- - — ----- M4 CNANICA Framing Footing Rough Wiring Rough Re Roofing :i Slab Temp Pole To Out Air Con Insulation Lintel Final r p Heating Sewer Fire Place READY FOR INSPECTION Pre Fab PAon. Tues. Wed. Thurs. A.M. Friday--_--.-._--- Inspection Made /Lti r A.M. -- - . _PM. Inspector Final InspectiKccup Certificate of .— �1 (?O7 Parr,IP 1 0,1,,) 4:rt' Date .__ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between And Z_k_ sT— BUILDING Subdivision II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve 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 Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical "� Contractors Contractor (Print) /' 0,A X /Y Y+ r` sJ �� Master Name of Property Owner �fi rV r. y Ole Signature of Owner Signature of or Aufhorixed Agent .tj---' Architect or Engineer 1111. GENERAL INFORMATI A' Type of heating fuel: B. r�( IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? �C9 ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Ofher — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) X Residential or ❑ Commercial Er Hest ❑ Space ❑ Recessed 0 Central O Flow ❑ New Building jo Air Conditioning: ❑ Room ❑ Central Existing Building ❑ Duct System: Material Thickness Replacement of existing system Maximum capacity c{m ❑ New installation(No system previously installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacityq.p.m. O Other — Specify ❑ Fin sprinklers: Number of heads ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SIPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Ro'col ) ❑ Tanks (number) Remarks ❑ LPG contains r■ (number) ❑ Unfired pressure,vessel Q Mien Permit Approved by Date - 0 Other — Specify Permit Few LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unitm Description Model Number Manufacturer CLP&Cty Apprevltss (Tons) cY ry ,, Pwh.02 "Pr=x r y� a e'v ,h 4, vC CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028045 Date 4/05/04 Property Address . . . . . . 320 5TH ST Tenant nbr, name . . . . . . CONSTRUCTION TRAILER Application description . . . CONSTRUCTION TRAILER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ---- -------------------- MCCAWLEY, PETER & INGRID OWNER 320 5TH STREET ATLANTIC BEACH FL 32233 ---------------- - ----------------------------------------------------------- Permit . . . . . . CONSTRUCTION TRAILER Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---- ------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT APPLICATION Date: A15 !m Job Address: J O ���rC�� Owner of Property: Y - I v c `e Address: 345 L}i-hTelephone: 9 -- ;)g a-o ao3 Legal Description: Block Number: Lot Number: Zoning District: �S �Joor h ✓ - I State License Number: .,,.` .�. Contractor's Address: Telephone: O y Fax: Describe proposed use and work to be done: u i I h1 Yl +Ire , L7. �0 1,, J ,i� M0 Present use of land or building(s): ce S�J� n+ Q l r `a V n e S I lam- 0, Is approval of Homeowner's Association or other private entity required? t» If yes, please submit with this application. Willproject involve changes in elevation,site grade or any use of fill material or the removal of any trees? 7O. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. [P'�10. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/14/03 Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: w Sworn to and subscribed before me this � , day of ,20�. State of Florida,County of Duval Notary's Signature: siaiuruapuN��qnd/M!I0N N41 P8PU09 s„�Jd a;'., 900Z'CZAPW:S38IdX3 �_ l0£lZl 00#NOISSIWW00 AW "• '"' ❑ Personally known Ii313f11HOSH3dINN3PPfiroduced identification Type of identification produced w m2�Q y a N--(,OLI -- AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00029080 Date 9/29/04 Property Address . . . . . . 320 STH ST Tenant nbr, name . . . . . . TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- - MCCAWLEY, PETER & INGRID OWNER ATLANTIC BEACH FL 32233 -------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date 9/29/04 Valuation 0 Expiration Date . . 3/29/05 -------------------------------------------------- Special Notes and Comments APPROVED TO REMOVE ONE 8" PALM, ONE 121- PALM, 2 "PALM, THREE 14 " PALMS, TWO 15" PALMS, ONE 8 " PALM, ONE 10" PALM, ONE 12 " PALM, ONE 15" PALM, ONE 9" PALM, AND ONE 6" CEDAR TO BE MITIGATED WITH A 12 " PALM (417 ON SURVEY) ON SITE IN THE INTERIOR ZONE. Fee summary Charged Paid Credited Due --- ---------- ---------- Permit Fee Total . 00 . 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. BUILDING OFFICIAL . . .... ... ... ... ...... ...._.. __ _ r W co - - - mDmm=�=� 5 j d!" n r N m<m vcd cS jcD m C fD p co N mm0Z�6 I� 0 -b m m 'md m D mmmT?= _ -� 0 COPY Ano�mo N ;u �� c Z FILE D os a Ugm _ O I m iO�mg= v 01 _a -<z��a D Iola rn :popopi a I 1;01 m �=cc�i°' $ D mV.!3: msmcmc :Zi O�nm 3v_ m �cNm� 3 r � 49-10-8 15-10-8 8-0-0 18-0-0 8-0-0 - - - _ I i � 11 - _ - F12_ — - - - I ' co F12 F 11_. N F10 I f -- I N i I F10 p _ F10 - �— F1.0 -I F10 -- -- I, i W 00 —-- --- F10 I I F10 I I - - WF10 -- —F01� - F09:: = -- (3) F07 -- o EOz p - - 13-6-8 I p o L FOS I - - 4 F05 F02 � F05--- rr F02 - - -- _--- -- _- F02 ip -- - ----F04 - - ----- I , I I —_ - - - I � I EQ4 — CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =� F� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028981 Date 12/14/04 Property Address . . . . . . 320 STH ST Tenant nbr, name . . . . . . NEW RESIDENCE Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447088 Owner Contractor ------- -------------- --- --- --------------------- MCCAWLEY, PETER & INGRID LAWRENCE MURR INC. 3000-1 HARTLEY ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 262-1434 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc 1860 RADON, 0 SURCHARGE Sub Contractor NORTH FLORIDA PLUMBING, HVAC Permit Fee . . . . 1539 . 00 Plan Check Fee 769 . 50 Issue Date . . . . 10/14/04 Valuation . . . . 447088 Expiration Date . . 6/11/05 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 120 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1539 . 00 1539 . 00 . 00 . 00 Plan Check Total 769 . 50 769 . 50 . 00 . 00 Other Fee Total 120 . 00 120 . 00 . 00 . 00 Grand Total 2428 . 50 2428 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUIIAING E& BUR DING OFFICIAL I' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD til ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 571 FAX:(904)247-5805 +} SUNCOM:852-5800 http://ci.atlantic-beach.fl.us Date: Name: C- Address: © S t`' S 7 - — Ab jl t Aoap %/o The cost to connect to the City sewer and/or water system are as follows: Sewer Tap—Labor and Materials to tap into sewer main (Estimate from Public Utilities) $ Water Tap—Labor and Materials to tap into water main (From Ord. 22-28) $ Water Meter—Cost of Meter(85.00) $ Cross Connection Inspection—Inspection by Public Works to insure backflow prevention (35.003/4"—Ord. 22-28(a)) $ Sewer Impact Fees—Funds future expansion of the sewer plant (1250.00 each living unit—Ord. 22-17-0) $ Water Impact Fee—Funds future expansion of the water plant (From Building Dept. —Ord. 22-29 FLA. Plumbing Code) $ f a 0. 0 Q Capital Improvement—Funds for improvements, expansion or replacement to water system (325.00—Ord. 22-28) $ TOTAL COSTS $ Q Q Q DCF/js LAWRENCE MuRf�_ f 10 MOP[ I,IN(, December 10, 2004 City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Re: Permit# 04-00028981 320 5t' Street Atlantic Beach, FL 3223 To Whom It May Concern: As per the attached drawing, we would like to install the rough-in plumbing for a future pool bath, in the detached garage. The rough in plumbing will consist of running a sewer line and water line in one of the exterior walls, and capping them off for future use. There are to be no fixtures installed. Please inform me is there is more information required for this additional work. Thank you. Yours truly, Lawrence Murr, CGR, CAPS President 3000-1 HARTLEY ROAD * JACKSONVILLE FLORIDA 32257 ® 904/262-1434 ♦ FAX 904/262-1887 1.rA�11/RE�E olu� � , ------------ 4'-0N - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I 16' OVERHEAD GARAGE DOOR C. I L - - - - - - - - - - - - - - - - - - --� to N GARAGE 0o t— :5o m �- N � � o CL �Qf =3 o0 2 < J� UCD � o 24'-0" lie G -0' IBUIL CK LINE I x W of o .8/12; 8/12----- CD <ti V' \,8/12, 8/12—_ / !l /�F '�r�•, tic :��r cD co N 2'-0" L d' l I N O m DECK rti SL CONC. DRIVEWAY PROVIDE CONTROL /� JOINTS AS REQUIRED ,✓ f- 6/12 6/12 APPROX. 1745 S.F. N µ o o � z � w d 00 0 \ J R 14'- " SLOPE* I kVPORTANT: in these spaces,copy the correspondWIDING in9 information from Section A STREET ADDRESS(Mdu g Suile,mVa Bldg.No.)OR P.O.ROUTE AND BOX N0Fo k�rrr7rnoe Company Use: 320 FIFTH STREET . Poky NWI-w CRY ATLANTIC BEACH FL ATE ZIP CODE Company NAS Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agenUcompany,and(3)building owner. COMMENTS RESIDENCE HAS A DETACHED GARAGE-LOWEST MACHINARY IS A/C PAD ❑ SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED FOR ZONE AO Check here if attachments AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete ftems E1 through E4. ff the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed, E1.Building Diagram Number—(Select the building diagram most similar to the building for which this certificate is being completed—see pages 6 and 7. If no diagram accurately represents the bunking,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is _ft.(m)_in.(cm)p above or p below(check one)the highest a*xent grade. (Use natural grade,if available). E3.For Building Diagrams 6.8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is _ft.(m)_in.(crm)above the highest a4acent grade. Complete items C3.h and C3.1 on front of form. E4.The top of the platform of machinery ardor equipment servicing the building is _ft,(m)_in,(cm)p above or p below(check ane)the highest adjacent grade. (Use natural grade,if available). E5.For Zone AO only: If no flood depth number is available,is the top d the bottom floor elevated in accordance with the community's floodplain management ordinance? p Yes p No p Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,C(Items C3.h and C31 only),and E for Zane A(without a FEMAAssued or community- mued BFE)or Zone AO must sign here. The ddwnants in Sections A,B,C,and E are coned to the best of my knowfedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS E]Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Corrie the applicable itern(s)and sign below. G1.p The information in Section C was taken from other docurnentaticn that has been signed and embossed by a licensed surveyor,engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date d the elevation data in the Comments area below.) G2.p A community official completed Section E for a building located in Zone A(without a FEMA-issued or community4ssued BFE)or Zone A0. G3,p The following information(Items G4-G9)is provided for community floodplain management purposes, GA.PERMIT NUMBER G5.DATE PERMIT ISSUED G6.DATE CERTIFICATE OF COMRIANCEMCLPANCY ISM G7.This permit has been issued for.p New Construction p Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building is: _ft.(m) Datum: G9.BFE or(in Zone AO)depth of flooding at the building site is: _._ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑Check here A attachments FEMA Fonn 81-31,January 2003 Replaces all previous editions ss� CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD !� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 rJ�1 Application Number . . . . . 05-00030007 Date 3/31/05 Property Address . . . . . . 320 5TH ST Tenant nbr, name . . . . . . GAS PIPING Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------- ------------- ------------------------ MCCAWLEY, PETER & INGRID JD' S GAS SERVICE & REPAIR INC 10331 LILAMAE LN ATLANTIC BEACH FL 32233 JACKSONVILLE FL 322213016 (904) 866-9375 -------------------------------------------------------------------- Permit . . . . . . MECHANICAL 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 CODE$ BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: `J (� L,� 7rh SA7 Owner: OeAef ' 19 y Ie_Tele hone #: Contractor:_ 1--4PJ R )CE- Al urr J-iJC Telephone#: Contractor Address: r i4� ,eD U;4; X Fax#• 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 ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building L3 Electric or site,list the building permit number: ❑ Gas: A,6 Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central _Floor 2 Residential ❑ Air Conditioning: —Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm El Refrigeration 5e' New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) / ❑ Tanks (Number) lY New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System V Gas Piping E3Other-Specify e91 —� 13 Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 2 Dag- e r 1'4r.4.v Sx� 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us i UPI.* ji QetOp-5HAL11- ' f5ACK T� v' Tb -T; 'I SQUARE FOOT CALCULATIONS: HOUSE FIRST FLOOR: 1892 S.F.Ir7 HOUSE SECOND FLOOR: 1751 S.F. N GARAGE FOOTPRINT: 625 S.F. \v BONUS ROOM FLOOR: 380 S.F. w *NOTE: PROVIDE A 10'-0" GRADED SKIRT WITfI q MINIMUM 2% SLOPE AT THE PERIMETER OF HOU')E r AND GARAGE FOR DRAINAGE ) _ f N SURv=Y & S TC PEAU SITE PLAN CONSTRUCTION MITIGATION E' AN SCALL: 3/4 ' r DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # L9q')-k"63W l Applicant: L V-)(en ce /71 t)!r/' S/7 G Address: Project: /UPO S r� . Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. 7)r4el tion has been reviewed b Your permit application Y the Public Works Department and the following items need attention: b19 s S s Q � s ' SF qJ 1 F irri lle�/ra�S' Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Reviewe y Carper, P.E., Public Works Director Date �-� Signature Contractor Notified Date 5 O Sri r�.ry f�y� `4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r J ATLANTIC BEACH, FLORIDA 32233 ,. r INSPECTION PHONE LINE 247-5826 jlit Application Number . . . . . 05-00029824 Date 3/03/05 Property Address . . . . . . 320 5TH ST Tenant nbr, name 400AMP, 1PH, 3W, 240V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------ ------------ ------------------- ----- MCCAWLEY, PETER & INGRID UNITED ELECTRIC COMPANY OF JACKSONVILLE ATLANTIC BEACH FL 32233 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 -------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . WIRE NEW RESIDENCE Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/03/05 Valuation 0 Expiration Date 8/30/05 Fee summary Charged Paid Credited Due ---- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 x PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES 4 - BUILDING OFFICIAL , . x _ 939 r�i�`1rr� ~, CITY OF ATLANTIC BEACH s ELECTRICAL PERMIT APPLICATION Date: - D 3- 01-( Property Address: 3 G 5 Owner: m C G. el ,1 c_e_ Telephone #: �(off - �y.3 L/ Contractor: U n i d I Telephone #: '-13) -qa Contractor Address: J I L, S} us 4`i Fax#• �3)— 53 1 /. 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. FU ilding: ilding Type: ❑ Trailer S rvice: 1f other construction is New Residence L3 Temp. New being done on this building Old ❑ Commercial E) Signs Increase Or site,list the building Perm t number ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Sizc: AMPS: COPPER ALUI�IINUMIx Switch or / RACE Breaker AMPS `7 0 0 PH l w 3 VOLTS'I 12 WAY 1, Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 10 AMPS 31-100AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon Transf. Ea. Sin i Miscellaneous !v n ' t w r e S (It 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 4�y PLUMBING PERMIT APPLICATION F()r...,. operty Address: 152 �f!` �f��_- _ / C C'�G�f =c �/ ,�r'� Telephone Contractor: A)Olz�l -loeel A �/3C, Telephone #: Contractor Address: `fC��c ltic,ti�c'Q q LC. ���A h 'Fax #: 7 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, M-- New list the building permit number: ❑ Re-Pipe JY a99y l Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 2'..5 X $7.00 + $35.00 = 96 . 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800- Fax: (904) 247-5845 - http://www.ci.atiantic-beach.fl.us ro fes.'-1.r`1 j• J is CITY OF ATLANTIC BEACH .d= 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028981 Date 11 Property Address . . . . . . 320 5TH ST /23/04 Tenant nbr, name NEW RESID CE Application description . . . SINGLE FAMILY SIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447088 Owner Co tractor ------------- ----------- MCCAWLEY, PETER & INGRID AWRENCE MURR INC. ATLANTIC BEACH FL 32233 3000-1 HARTLEY ROAD JACKSONVILLE FL 32257 ---- (904) 262-1434 - ---------- ------ --------------------------- ------------------ --------- Permit ELECTRICAL PERMIT Additional desc WIRE NEW ESIDENCE Sub Contractor UNITED ECTRIC CO. OF JAX Permit Fee . . . . 14 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . 0 Fee summary Charg d Paid Credited Due -- - ---------- Permit Fee Total 145 . 00 145 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 145 . 00 145 . 00 . 00 . 00 c:�S- 2 Sze PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. it B ■ ■ ■ ■ CITY OF ATLANTIC BEACH 'MEN i in== ■ 800 SEMINOLE ROAD ■ ATLANTIC BEACH,FLORIDA 32233-5445 ■ Telephone: (904)247-5800 ■ Fax: (904)247-5845 ■ http://ci.atlantic-beach.fl.us FAX To: l.. Fax#: Cn S —77 3-7 Z From: — G1 Date: 3 ,DEPF - Pages: _ Re: -5ZC7 E�:YT� �T ❑ Urgent 15eFor Review ❑ Please Reply Notes: ►.�L) lnt. i-� rZ 7T1+CZ- PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Mar 03 2005 4:04PM Last Transaction Time T Identification Duration F= Result Mar 3 4:03PM Fax Sent 96657372 1:25 3 OK e X CITY OF ATLANTIC BEACH 1 f 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 �V J,31 s) Application Number . . . . . 04-00028981 Property Address Date 11/23/04 Tenant nbr, name 320 5TH ST NEW RESIDENCE Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447088 Owner Contractor ----- ------- --- - -- ----- - _ _ MCCAWLEY, PETER & INGRID LAWRENCE MURR INC. ATLANTIC BEACH FL 32233 3000-1 HARTLEY ROAD JACKSONVILLE FL 32257 (904) 262-1434 -------------- -------------- -------------- Permit . . . . ELECTRICAL PERMIT Additional desc TEMP POLE Sub Contractor UNITED ELECTRIC CO. OF JAX Permit Fee . . . . 70 . 00 Plan Check Fee Issue Date . 00 Valuation 0 Fee summary Charged Paid Credited Due - ----- ---------- ermit Fee Total 70 . 00 70 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITII ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING C DES. BUILDING OFFICIAL 9 3 r CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Last >. Date: - a 3 OU, Property Address: 3D 40 S S-}- T Owner: fy)(_ L CL.-I 0_5 ), L_'(1 Telephone #• a QO2 - /L/3V Contractor: n i _ ) �f ;r-I �L C'o Telephone#: `731- Vd l Contractor Address: 571 (1 54, A L"_1"_S Fax#: -73) - 53 / l 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 yood practice listed therein. Building: B ilding Type: ❑ Trailer Service: if other construction is New Residence X Temp. ❑ New being done on this building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building E3 Re-wire ❑ Addition Sq. Ft. Li Repair ��;t nuT b'9 y I Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE/ Breaker AMPS to PH W 3 VOLTO VO WAY /Z Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 10 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V VER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si n Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• http://www.ci.atiantic-beach.f.us sS, CITY OF ATLANTIC BEACH .. y 800 SEMINOLE ROAD U ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028981 Date 3/01/05 Property Address . . • 320 5TH ST Tenant nbr, name . . . . NEW RESIDENCE Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447088 Owner Contractor ----- CAWLEY, PETER & INGRID LAWRENCE MURR INC . ATLANTIC BEACH FL 32233 3000-1 HARTLEY ROAD JACKSONVILLE FL 32257 --- ---- - ------- -- --- ---- ------------ ------- (904) - -- - ------ -- ----- ---------- 262-1434 Permit MECHANICAL PERMIT Additional desc NEW HVAC Sub Contractor ENVIRONMENTAL AIR COND. INC Permit Fee . . . . 159 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---- -- - --- - - -- - ---- --- -- - ------ Permit Fee Total 159 . 00 159 . 00 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 159 . 00 159 . 00 . 00 . 00 Y PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES: S � y BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION lit Date: Property Address: _�� ,��� 3T_ Owner: .er I eo T lephone - Contractor: �WUt�oNM�Telephone#• f Contractor Address: 200 ' Fax#: 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 ordinances and standards of good 3ractice listed therein. Type of Heating Fuel: If other construction is being done on this building �.E-lectric or site,list the building permit number: ❑ Gas: LP Natural _Central Utility �! ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed Central _Floor Residential Air Conditioning: _Room Central (I�–Duct System: Material Thickness ❑ Commercial Maximum capacity�� C3 Refrigeration 14— New Building L3Cooling Tower: Capacity gpm ❑ Fire Sprinklers:Number of Heads ❑ Existing Building ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System L3 Gasoline Pumps (Number) ❑ Tanks (Number) New Installation • LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Desc 'ption Model# Manufacturer Ton's Agency (,c 7 � 77a*Ac t a�cu r /� ST HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 7-wEowc- �� 14/Z TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD '-a v ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 04-00028981 Date 10/14/04 Property Address . . . . . . 320 5TH ST Tenant nbr, name . . . . . . NEW RESIDENCE Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 447088 Owner Contractor -- ---------------------- ------------------------ MCCAWLEY, PETER & INGRID LAWRENCE MURR INC. 3000-1 HARTLEY ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 262-1434 ---------- ------------------------------------ Permit . . . . . BUILDING PERMIT Additional desc . . 1860 RADON, 0 SURCHARGE Permit Fee . . 1539 . 00 Plan Check Fee 769 . 50 Issue Date . . . . Valuation . . . . 447088 ------- -------------------- ----- Other Fees . . . . . . . . . CITY RADON SURCHARGE .46 STATE RADON SURCHARGE 8 . 83 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due -- ---------- ---------- ---------- ---------- Permit Fee Total 1539 . 00 1539 . 00 . 00 . 00 Plan Check Total 769 . 50 769 . 50 . 00 . 00 Other Fee Total 44 . 29 44 . 29 . 00 . 00 Grand Total 2352 . 79 2352 . 79 . 00 . 00 R i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MK BUILDING OFFICIAL CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New/Residential & Commercial) Date: ka 0 Job Address:Owner'sName: ATCIQ `6 L_ �l�,� �1 T� I� C 0,4u)L, E lr Address: ��� '`�f i 6� c'�i Phone: q04--o2 4,q Legal Description: Block Number: Lot Number: 74' 9 Zoning District: Contractor:/i f}iAJ A E-nJ0,C l r l it4 k) =Ale- State License Number:0,,6 (1 Address:,:-moi Q ,! , _rr �T �i E 1( C11�1� Phone: 170 Cites ` .P l pc�l� •� 4 CPQ' l 9 7 ��,(�„�"(1 n)t!/J,�,€" State• Zi Fax• � d �' Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: O p Is approval of Homeowner's Association or other private entity required?IJQ If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? "f9NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. * ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/04 f In additi6 to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all information provided with this application is co2x� D 0-0 Signature of Owner: _ C ate: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of constructio f the property. I understand that the issuance of this permit is contingent upon the above information being trued supporting data have been or shall be provided as required. and rr t a t th Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: _ rV11 d161 A_ Mailing Address: �j �— j NyQL Lf_�J Phone: ZCO2.- G+'�JC}' Fax: (0 E-Mail: Mal k(o� (gWfp(10EMtA((�I f1G CoM AS TO OWNER: Sworn to and subscribed before me this 1�( day of State of Florida,County of Duval Mary 3o Wagner Notary's Signatur MY COMMMISSION p DD087824 EXPIRES c March 18,2006 Personally known q;. '%i�" :,.�^'INSURANCE,Ric 'LJ Y ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,2000 State of Florida,County of Duval Notary's Signa A: 0,, Mary)o Wagner Personally known MY COMMISSION it DD087824 EXPIRES produced identification March 18,2006 ❑ •. pFd•• B(JNDEDTHRUTROVFAWWSURANCERIG Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 3 Revised 1/04 L CITY OF ATLANTIC BEACH Cc. Ford J' $ 1 ; } BUILDING / ZONING DEPARTMENT L.L gins 800 Seminole Road Doer Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 04 - 2.996 Property Address: 320 5T9 5T Applicant: PW RE N cf M u RR I N C. Project: m t w ?,tG 10 1 C E This permit application has been: Approved �''� .a• --' Reviewed and the following items need attention: Please re-submit your "�application when these items have been completed. Reviewed By: c� Jxl/, '� Date: 6 If r/O —e 4-/ CITY OF ATLANTIC BEACH s, PERMIT CALCULATION SHEET o'4-- 6a?81 Date: 4 Address 320 S ST ,C x rs Ti pu a S,C:2 Heated Square Footage 02- 3 -@ $ /o o per sq ft = $ 4jro 2 , 306 arae Shed @ $ per sq ft= $ 2 J– J'�y Carp /Porc G !Z @ $ 2E per sq ft= $ /(0 , 600 Deck / 7� @ $ / per sq ft = $ ya Patio O @ $ per sq ft = $ TOTAL VALUATION: $ y y 7 0 © $ Total Valuation 1St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: 02.5-z + %2 Filing Fee $ FLOOD ZONE: Y- (1) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: 7 07 BUILDING PERMIT FEE $ WATER IMPACT FEE $ O — SEWER IMPACT FEE $ O -- WATER METER/TAP $ p CAPITAL IMPROVEMENT$ O— SEWER TAP $ C V0060 RADON HRS .0050 $ SECTION H PAVING ( ) $ . _ p CROSS CONNECTION $ .� ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH D. F QO 1, BUILDING / ZONING DEPARTMENT L. Hi ins j l 800 Seminole Road S. Doerr J A _ Atlantic Beach,Florida 32233 (904)247-5800 JEt1�'� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: 3 2 0 STH 5T. Applicant: 1"FINN N C'r M UDR INC. Project: NEIN This permit application has been: E:1 Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: CIi� CITY OF ATLANTIC BEACH F , 2004BUILDING PERMIT APPLICATION (New/Residential & Commercial) a �w it f [�y C3�y, Date: Job Address: D Owner's Name: Address:`116 �%A Ec Phone: Legal Description: Block Number: _Lot Number: 14''9 Zoning District: Contractor:4 LAW A�� � f y'�j�f� =A/ State License Number:0,,6 Q Address; � ',�� � [1 Phone: 96 / 3`I State:F— J Zip,5.,'_062Fax:q0�— a��- Describe proposed use and work to be done: iIS A-)T5(' Present use of land or building(s): Valuation of proposed construction: 13,5 Q p Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? 19NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. E]NO. Applicant certifies that no trees will be removed for this project. � ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/04 5 WK RETURN PHONE YI Book. 12096 Page 869 NOTICE OF COMMENCEMENT State of v Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of pro r(y beingjmproved:�6L? ��? 'oo� p2�J o K G ' Address of pro erty being improved:N_::5 / 'T'.4 iA/ General description of improvements: Owner: Address: L Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: A, l ti Address: Phone No: Li c < /i ,3 Fax No: Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY ^ Signed: , ate: Dacll 2 p 0803 Before me thi / day of int ounty Rook: 10 9 Duval,State f Florida,has personally �ee Page: 86gFiled & Recorded14/14/2404 03:37: 6 RM otary lic at rge, State of Flofida, ouyDuval. JIM FULLER My commission expires: ��� ( G CLERK CIRCUIT COURT Personally Known:COUNTY or RECORDING f i;$0 Produced Identification: TRUST COPY FEE $ 1.00 MarY]a Wagner CERTIFY UQ =* += MYCOMMISSION# DD087824 EXPIRES REC ADDITIONAL $ a=` March 18,2104 BONDED THRUTROY FAN INSURANCE INC O O r a d°� G b ap y O\ to A W N .� 0�In d W N r C VJ 0 �. 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Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attentiop: Per 24-66 (a) , lot must be graded such that all stormwater drains to the street. Provide stormwater delta volume calcuations, per 24-66 (b) . Show retention areas on plans. (See example provided) . Provide erosion and sediment control details (see attached example) . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. Reviewe y Rick Carper, P.E., Public Works Director Date SignaWe Contractor Notified Date O� WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower g Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountainAcemaker Yz Floor drains 2 Hose bib 1 Kitchen sink,domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, l gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 Water closet,public installation g TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ C.I CITY OF ATLANTIC BEACH 7SEP 04 BUILDING PERMIT APPLICATION (New/Residential & Commercial) jBY, �..,.�, Date: Job Address: �,5 /� Owner's Name: �7 % �j(YT p'�T� Y11 L- l" P O L E Y- Address:-115`/.6- Phone: Legal Description: Block Number: Lot Number: 9 Zoning District: Contractor:41 tgUJ e-1 I C f k � ea State License Number:d-6 Q , Address_.,`;�- J�7-zj�V_2 n Phone: `7C)((-oZ(off CitY kJ A)V fL C Stater ( Zip Fax:901- ��� , IS/9 7 Describe proposed use and work to be.done: LISA,) 5( (���►,,�[_� Present use of land or building(s): Valuation of proposed construction: noo Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? "'9NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. �ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/04 r . 0 DEPARTMENT OF PUBLIC WORKS J t 1200 SANDPIPER LANE ATLA IMC BEACH,FLORIDA 32233-4318 -^` T TELEPHONE:(904)2475834 FAY: (904)247-5843 ---�— SUNCOM:852-5834 http://ci.atlantic-beach.II.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # Applicant: Address: l;roject:. LO � Your application is approved as noted by the Public Utilities Department. Final applicationapproval must come from the Building Department. o Your permit application has been reviewed by the.Public Utilities.Department and the following items need attention: t AJAr Q a Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi d by Donna Kal ak Pub ' til, Director Signature Date Contractor Notified Date Imo_.._ ... CITY OF ATLANTIC BEACH } SFP 10 2004 BUILDING PERMIT APPLICATION (New/Residential & Commercial) Date: Job Address: D Owner's Name: ET Itu C, Address:. Phone: Legal Description: Block Number: Lot Number: 9 Zoning District: Contractor: i i41,{J C =-A,/ State License Number: 0,,6 Q 0,j Addres �12�— .+4 �� ��/ �[lla� Phone: City; t1Sy fL�,€ State:P j ZipZ� j �Fax:C — =D 9 7 Describe proposed use and work to be done: T s[ ®E-e,� Present use of land or building(s): Valuation of proposed construction: Qn p Is approval of Homeowner's Association or other private entity required? n If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? " 9NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. S. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800-Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/04 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name. Peter& Ingrid McCawley Residence Builder: Address: 320 5th Street Lawrence Murr Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI 32233- Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:36.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ �� SEER: 13.00 _ 4. Number of Bedrooms 6 _ b. Central Unit Cap:30.0 kBtu/hr _ 5. is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 4023 ft- SEER: Central Unit Cap: 18.0 kBtu/hr _ 7. Glass area&type Single Pane Double Pane _ SEER: 10.25 _ a. Clear glass,default U-factor 0.0 ft2 591.0 It' _ 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 0.0 ft2 0.0 112 HSPF:9.50 __ 8. Floor types _ b. Electric Heat Pump Cap:30.0 kBtu/hr a. Raised Wood R=19.0,380.0 ft2 _ HSPF:8.55 __ b. Slab-On-Grade Edge Insulation,0 R=0.0,212.0 ft2 - c. Electric Heat Pump Cap: 18.0 kBtu/hr _ c. I Others 144.0 ft= HSPF:6.90 _ 9. Wall types _ 14. Hot water systems a. Frame,Wood,ExteriorR=19.0, 1507.0 ft2 _ a. Electric Resistance Cap:40.0 gallons _ b. Frame,Wood,Exterior R=19.0, 1458.0 ft2 _ EF:0.91 _ c. Frame,Wood,Exterior R=19.0, 164.0 ft2 _ d. N/A b. Electric Resistance Cap:50.0 gallons - - EF:0.91 _ e. N/A c. Conservation credits 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0,2036.0 112 _ DHP-Dedicated heat pump) b. Under Attic R=19.0,392.0 ft= _ 15. HVAC credits c. 3 Others 628.0 ft2 (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Interior 2 , . _ PT-Programmable Thermostat, b. 2 Others 275.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 48678 Total base points: 57143 PASS I hereby certify that the plans and specifications covered Review of the plans and LHE y this calculation are in compliance with the Florida ' specifications covered by this 04 ST 9TH Energy Code. calculation indicates compliance ywe~ with the Florida Energy Code. PREPARED BY: Before construction is completed a ;bpi a DATE: 2 '� this building will be inspected for I hereby certify that this b as designed, n compliance with Section 553.908 compliance with the orida E rgy Code. Florida Statutes. X00 W'E o OWNER/AGENT: BUILDING OFFICIAL: DATE: J_- 4,7- oY DATE: EnergyGauge(D(Version: FLRCPB v3.30) Unhlem T Forest Products" Re: 54019694 FILE COPY Durham Building Materials McCawley Res.Garage 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: 54019694 GB01 54019694 T01 54019694 T02 54019694 V02 54019694 V03 Loading(psf) TCLL 20 TCDL 10 BCLL 10 BCDL 10 Wind: ASCE 7-98 per FBC2001; 120 mph; h= 15 ft;TCDL=6.0 psf; BCDL=6.0 psf; occupancy category II;exposure C;partially enclosed My license renewal date for the state of Florida is February 28,2005 / 8/5/2004 FILE COPY l� )An M. Presley Li nse#55886 The seal on thistd ing indicates acceptance of professional engineering responsibility solely for the truss component()listed and attached. The suitability and use of each component for any particular building is the responsibility of the building 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 54019694 I w QY Ply DURHAM BLDG/MCCAWLEY/8-05-04/FB GB01 ROOF TRUSS 2 1 Universal Forest P,oducts,lnc.,Burlington NC 27215,F.Bradshaw Job Reference o tional 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 16:24:15 2004 Page 1 -1-6-0 10-3-3 13-8-13 24-0-0 5-6- 1-6-0 10-3-3 3-5-10 3x6 TL20% 10-3-3 1-6-0 3x6 TL20Scale:3/16"=1 H G J 1 .00 12 F K T E 3 3 2 L cab 2 7-0-0 6 2 1 1 M 1 o BC N 0#A GP I6 6 Y X W 7x6 TL20 V U T S R Q 7x6 TL20 3x6 TL20= 24-0-0 24-0-0 Plate Offsets X I:0-1-11 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increas 1.25 TC 0.26 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increa a 1.25 BC 0.15 Vert(TL) 0.03 P >643 180 BCLL 10.0 Rep Stress Inc NO WB 0.08 Horz(TL) 0.01 O n/a n/a BCDL 10.0 CodeFBC2001 P12002 (Matrix) Weight:153 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 2-0-0 oc purlins(6-0-0 max.):H-I. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt J-T,G-V REACTIONS (lb/size) B=379/24-0-0,O 80/24-0-0,T=236/24-0-0,V=232/24-0-0,W=185/24-0-0,X=200/24-0-0,S=181/24-0-0,R=200/24-0-0,Q=_215/24-0-0, Y=215/24-0-0 Max Horz B=766(load case ) Max UpliftB=-123(load case 3),0=-114(load case 4),T=-269(load case 6),V=-272(load case 5),W=-307(load case 5),X=-313(load case 5),S=-307(load case 6),R=-313(load c se 6),0=-224(load case 6),Y=-224(load case 5) Max Grav B=379(load case ),0=380(load case 1),T=250(load case 8),V=246(load case 7),W=185(load case 1),X=201(load case 7),S=181(load case 1), R=202(load case ),Q=215(load case 1),Y=215(load case 1) FORCES (lb)-Maximum Compression/M ximum Tension TOP CHORD A-B=0/56,B-C=-764/136, -D=-752/155,D-E=-546/202,E-F=-295/248,F-G=-277/318,G-H=-273/303,H-I=-168/256,I-J=-273/297,J-K=-275/298, K-L=-288/237,L-M=-539/ 89,M-N=746/143,N-0=-757/124,O-P=0/56 BOT CHORD B-Y=0/0,X-Y=0/0,W-X=0 V-W=0/0,U-V=0/0,T-U=-40/761,S-T=-40/761,R-S=-40/761,Q-R=40/761,0-0---40/761WEBS J-T=-130/304,G-V=-126/ 7,F-W=-119/329,E-X=-120/331,K-S=-116/329,L-R=-120/331,M-Q=-126/272,D-Y=-126/272 NOTES (13) 1)Unbalanced roof live loads have been nsidered for this design. 2)Wind:ASCE 7-98;120mph(3-second g st);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the pla a of the truss only. 4)Provide adequate drainage to prevent ter ponding. 5)This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 6)All plates are 2x3 TL20 unless otherwis indicated. 7)This truss requires plate inspection per a Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Gable requires continuous bottom chor bearing. 9)Gable studs spaced at 2-0-0 oc. 10)Provide mechanical connection(by of rs)of truss to bearing plate capable of withstanding 123 Ib uplift at joint B,114 Ib uplift at joint O,269 Ib uplift at joint T,272 Ib u lift at joint V,307 Ib uplift at joint W,313 Ib uplift at joint X,307 Ib uplift at joint S,313 Ib uplift at joint R,224 Ib uplift at joint Q and 2 Ib uplift at joint Y. 11)This truss design conforms with Florid Building Code 2001,based on parameters indicated. 12)Design assumes 4x2(flat orientation) urlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 13)Truss shall be fabricated per ANSUTPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing wher indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace er ction and permanent bracing.Engineer's certification valid only when truss is fabricated by a UFPI operated plant.Building Desig r shall verify all design information on this sheet for conformance with conditions and requirements of the specific building a d governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design i formation as it may relate to a specific building. Any references to job names and locations are for administrative purposes only art are not part of the review or certification of the truss desicner. Job Truss Truss Type Qty Ply DURHAM BLDG/MCCAWLEY/8-05-04/FB 54019694 T01 " '�li.'�'�� �1SS _ 2 n L Job Reference(optional) Universal Forest Rroducts,lnc.,Burlingtor,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 0516:31:03 2004 Page 1 1-6- 4.88 9-10-4 14-1-12 19-3-8 24-0-0 5-6- 1-6-0 4-8 8 5-1-12 7X6 TL20 ;3-8 5-1-12 4-8-8 1-6-0 Scale=1:67. 7x6 TL20� 3x4 TL20= 3x4 TL20- %FY3 V4{3 D G 3x5 TL20 11 N 2x5 TL20 11 12. 0 12 2x5 T 3x5 TL20 11 C H o 1 1 B -RA J 100 x8 TI 20= M L K 7x8 TL2 3x10 TL20 11 8x8 TL20= 3x10 TL20 11 4-8-8 19-3-8 24-0-0 4-8-8 14-7-0 4-8-8 Plate Offsets X Y: B:0-3-8 Ede 13:0 1-7,0-3-5],[H:0-0-0,0-0-01, 1:0-3-8 Ede [L:0-0-0,0-0-0]1[0:0-0-0,0-0-P] LOADING(psf) SPACING 3-3-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increas 1.25 TC 0.75 Vert(LL) -0.62 L-M >455 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.92 L-M >307 180 BCLL 10.0 Rep Stress IncNO WB 0.36 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 CodeFBC2001 TP12002 (Matrix) Weight:411 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS 'Except' TOP CHORD 2-0-0 oc purlins(6-0-0 max.) T2 2 X 6 SYP No.2 (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2 X 10 SYP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2 2 X 10 SYP No.2 JOINTS 1 Brace at Jt(s):E,F,N,O WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=2928/0-5-8,1= 28/0-5-8 Max Horz B=-821(load case 3) Max UpliftB=-1068(load ca 5),1=-1068(load case 6) FORCES (Ib)-Maximum Compression/M 3ximum Tension TOP CHORD A-B=0/112,B-C=-3479/91 ,C-D=-1913/933,D-E=-270/1004,E-F=-420/1668,F-G=-272/1002,G-H=-1913/931,H-I=-3478/908,1-J=0/112 BOT CHORD B-M=-424/1851,L-M=-42 /1857,K-L=-420/1851,1-K=-420/1851 WEBS E-N=74/159,F-0=-74/16 ,C-M=-249/1986,H-L=-246/1984,D-N=3541/1569,N-O=-3526/1563,G-0=-3542/1564 NOTES (13) 1)2-ply truss to be connected together wit 1 Od Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 6 2 rows at 0-9-0 oc. Bottom chords connected as follows:2 10-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 at 0-9-0 0o. 2)All loads are considered equally applie 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 t distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been c nsidered for this design. 4)Wind:ASCE 7-98;120mph(3-second g at);h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent ter ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 7)This truss requires plate inspection per a Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Ceiling dead load(5.0 psf)on member( ).C-D,G-H,D-N,N-O,G-O 9)Bottom chord live load(40.0 psf)and a itional bottom chord dead load(0.0 psf)applied only to room.L-M 10)Provide mechanical connection(by of rs)of truss to bearing plate capable of withstanding 1068 lb uplift at joint B and 1068 Ib uplift at joint I. 11)This truss design conforms with Floridi Building Code 2001,based on parameters indicated. 12)Design assumes 42(flat orientation)I urlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 13)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 wher indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace er ction and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Desigr er shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building a d governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design i formation as it may relate to a specific building. Any references to job names and locations are for administrative purposes only a are not part of the review or certification of the truss designer, awn nwaMiC2% e4., A-4 Job Truss Truss Type 54019694 3x4 TL20 Qty Ply DURHAM BLDG/MCCAWLEY/8-05-04/FB V03 ROOF TRUSS 2 1 Universal Forest Products,lnc.,Burlingto ,NC 27215,F.Bradshaw Job Reference o tional 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu Aug 05 13:55:34 2004 Page 1 1-7-1 3-2-2 1-7-1 1-7-1 Scale:1.5"=1 12.0012 T 1 C B1 v ex a o =o 0 1-7-1 3-2-2 1-7-1 1-7-1 Plate Offsets X Y: B:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increas 1.25 TC 0.05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Incre a 1.25 BC 0.07 Vert(TL) n/a n/a 999 BCLL 10.0 Rep Stress In r YES WS 0.00 Horz(TL) 0.00 C n/a n/a BCDL 10.0 CodeFBC200 P12002 (Matrix) Weight:101b LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) A=126/3-2-2,C= 26/3-2-2 Max Horz A=63(load case ) Max UpliftA=-60(load case ),C=-60(load case 6) FORCES (lb)-Maximum Compression/N aximum Tension TOP CHORD A-B=-75/70,B-C=-75/70 BOT CHORD A-C=-24/39 NOTES (8-9) 1)Unbalanced roof live loads have been nsidered for this design. 2)Wind:ASCE 7-98;120mph(3-second ..at h=15ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.6 3)This truss has been designed fora 10. psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection per he Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Gable requires continuous o bttom ch" bearing. 6)Provide mechanical connection(by oth rs)of truss to bearing plate capable of withstanding 60 Ib uplift at joint A and 60 Ib uplift at joint C. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TPI uality 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. racing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when ruse 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 ape ific 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 t a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 9)Piggyback cap bottom chord to be atta ed to 2x4 purlins located at each end of cap bottom chord and at 24"oc max spacing with two 16d nails each. LOAD CASE(S) Standard FORM 600A-2001 FILE COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Peter& Ingrid McCawley Residence Address: 320 5th Street Builder: Lawrence Mu City, State: Atlantic Beach, FI 32233- Permitting Office: Atlantic Beach Owner: Permit Number: Climate Zone: North Jurisdiction Number: 261100 1. New construction or existing New 2. Single family or multi-family - l2. Cooling systems Single family - a. Central Unit 3. Number of units,if multi-family I Cap:36.0 kBtu/hr _ 4. Number of Bedrooms 6 - SEER: 13.00 - 5. Is this a worst case? - Cap:Central Unit No Cap:30.0 kBtu/hr _ - 6. Conditioned floor area(ft2) 4023 ft' SEER: 13.00 - 7. Class area&type c. Central Unit Single Pane Double Pane Cap: EE : 10.25r - a. Clear glass,default U-factor - SEER: 10.25 0.0 ft= 591.0 ft, 13. Heating systems b. Default tint 0.0 ft2 - 0.0 ft= - a. Electric Heat Pump c. Labeled U or SHGC 0.0 ftz 0.0 ft2 Cap:36.0 kBtu/hr� - 8. Floor types _ b. Electric Heat Pump HSPF:9.50 _ Cap:30.0 kBtu/hr _ a. Raised Wood R=19.0,380.0 tI- - b. Slab-On-Grade Edge Insulation,0 R=0.0,212.0 ft2 _ HSPF:8.55 _ c. Electric Heat Pump Cap: 18.0 kBtu/hr c. I Others 144.0 ttz - 9. Wall types HSPF:6.90 _ ' 14. Hot water systems - a. Frame,Wood,Exterior R=19.0, 1507.0 W b. Frame,Wood,Exterior - a. Electric Resistance R=19.0, 1458.0 ft- _ Cap:40.0 gallons - c. Frame,Wood,Exterior R=19.0, 164.0 W EF:0.91 d. N/A - b. Electric Resistance Cap:50.0 gallons _ e. N/A - c. Conservation credits EF:0.91 10. Ceiling types - a. Under Attic - (HR-Neat recovery,Solar - R=30.0,2036.0 ft' _ DI-IP-Dedicated heat pump) b. Under Attic R=19.0,392.0 ft- _ 15. HVAC credits c. 3 Others 628.0 it' - (CF-Ceiling fan,CV-Cross ventilation, l l. Ducts - HF-Whole house fan, a. Sup:Unc. Ret: Unc. AH: Interior Sup. R=6.0, 175.0 ft= _ PT-Programmable Thermostat, h. 2 Others 275.0 ft MZ-C-Multizone cooling, ILE C ML-H-Multizone heating) k Glass/Floor Area: 0.15 Total as-built points: 48678 PASS Total base points: 57143 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this OZxES74 6' Energy Code. calculation indicates compliance y<vQ~ ° PREPARED BY: with the Florida Energy Code. DATE: 2. Before construction is completed this building will be inspected for I hereby certify that this buil as designed, 's in compliance with Section 553.908 *rl, compliance with the ri En rgy Code. Florida Statutes. °oD WE OWNER/AGE BUILDING OFFICIAL: DATE: -- o y DATE: EnergyGauge®(Version: FLRCPB v3.30) 3 FORM 60OA-2001 SUMMER CALCULATIONS Y Residential Whole Building Performance Method A - Details ADDRESS: 320 5th Street,Atlantic Beach, FI, 32233- 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 4023.0 20.04 14511.8 Double, Clear S 9.3 7.0 30.0 35.87 0.48 521.2 Double,Clear S 9.3 8.0 10.0 35.87 0.50 178.4 Double,Clear W 28.5 5.5 9.0 38.52 0.37 129.9 Double,Clear S 13.0 5.5 18.0 35.87 0.44 285.2 Double, Clear W 1.3 8.0 18.0 38.52 0.97 674.4 Double, Clear S 1.3 11.0 72.0 35.87 0.99 2554.3 Double, Clear E 1.3 16.0 15.0 42.06 1.00 628.2 Double,Clear E 1.3 16.0 25.0 42.06 1.00 1047.0 Double,Clear N 1.3 16.0 30.0 19.20 1.00 573.3 Double, Clear W 39.3 7.0 15.0 38.52 0.37 216.5 Double, Clear N 9.3 8.0 24.0 19.20 0.69 315.8 Double, Clear N 9.3 7.0 30.0 19.20 0.67 385.3 Double,Clear W 9.3 7.0 30.0 38.52 0.47 541.7 Double,Clear S 1.3 6.0 30.0 35.87 0.89 959.8 Double,Clear S 1.3 5.0 8.0 35.87 0.85 242.6 Double, Clear W 1.3 6.0 13.0 38.52 0.94 469.4 Double,Clear S 1.3 6.0 15.0 35.87 0.89 479.9 Double, Clear E 1.3 6.0 15.0 42.06 0.94 591.0 Double,Clear E 1.3 3.0 10.0 42.06 0.77 324.7 Double,Clear E 1.3 5.0 10.0 42.06 0.91 380.9 Double,Clear N 1.3 10.0 15.0 19.20 0.99 284.9 Double, Clear N 1.3 6.0 45.0 19.20 0.95 824.2 Double, Clear N 1.3 3.0 12.0 19.20 0.86 197.5 Double,Clear N 1.3 4.5 7.0 19.20 0.92 123.7 Double, Clear W 1.3 8.0 25.0 38.52 0.97 936.6 Double, Clear N 1.3 8.0 30.0 19.20 0.98 562.9 Double, Clear S 1.3 8.0 30.0 35.87 0.95 1020.2 As-Built Total: 591.0 15449.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 19.0 1507.0 0.90 1356.3 Exterior 3129.0 1.70 5319.3 Frame,Wood, Exterior 19.0 1458.0 0.90 1312.2 Frame,Wood, Exterior 19.0 164.0 0.90 147.6 Base Total: 3129.0 5319.3 As-Built Total: 3129.0 2816.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 73.0 6.10 445.3 Exterior 94.0 6.10 573.4 Exterior Wood 21.0 6.10 128.1 Base Total: 94.0 573.4 1 As-Built Total: 94.0 573.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 320 5th Street,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2416.0 1.73 4179.7 Under Attic 30.0 2036.0 1.73 X 1.00 3522.3 Under Attic 19.0 234.0 2.34 X 1.00 547.6 Under Attic 30.0 102.0 1.73 X 1.00 176.5 Single Assembly 19.0 292.0 5.64 X 1.00 1646.9 Under Attic 19.0 392.0 2.34 X 1.00 917.3 Base Total: 2416.0 4179.7 As-Built Total: 3056.0 6810.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 212.0(p) -37.0 -7844.0 Slab-On-Grade Edge Insulation 0.0 212.0(p -41.20 -8734.4 Raised 524.0 -3.99 -2090.8 Raised Wood, Post or Pier 19.0 144.0 0.77 110.3 Raised Wood,Adjacent 19.0 380.0 0.40 152.0 Base Total: -9934.8 As-Built Total: 736.0 -8472.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 4023.0 10.21 41074.8 4023.0 10.21 41074.8 Summer Base Points: 55724.2 Summer As-Built Points: 58251.9 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) 58251.9 0.429 (1.090 x 1.147 x 0.86) 0.263 1.000 7583.2 58251.9 0.357 (1.005 x 1.147 x 1.05) 0.263 1.000 6319.3 58251.9 0.214 (1.090 x 1.147 x 0.95) 0.333 1.000 4808.8 55724.2 0.4266 23772.0 1 58251.9 1.00 1.157 0.275 1.000 18534.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 320 5th Street,Atlantic Beach, FI, 32233- 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 4023.0 12.74 9225.5 Double, Clear S 9.3 7.0 30.0 13.30 3.15 1254.9 Double, Clear S 9.3 8.0 10.0 13.30 3.00 398.4 Double,Clear W 28.5 5.5 9.0 20.73 1.24 230.9 Double,Clear S 13.0 5.5 18.0 13.30 3.58 857.2 Double,Clear W 1.3 8.0 18.0 20.73 1.01 375.9 Double, Clear S 1.3 11.0 72.0 13.30 0.99 951.1 Double, Clear E 1.3 16.0 15.0 18.79 1.01 283.3 Double,Clear E 1.3 16.0 25.0 18.79 1.01 472.2 Double, Clear N 1.3 16.0 30.0 24.58 1.00 737.2 Double, Clear W 39.3 7.0 15.0 20.73 1.24 384.8 Double, Clear N 9.3 8.0 24.0 24.58 1.02 601.8 Double, Clear N 9.3 7.0 30.0 24.58 1.02 753.2 Double,Clear W 9.3 7.0 30.0 20.73 1.19 743.1 Double,Clear S 1.3 6.0 30.0 13.30 1.08 429.6 Double,Clear S 1.3 5.0 8.0 13.30 1.13 120.2 Double,Clear W 1.3 6.0 13.0 20.73 1.02 274.0 Double,Clear S 1.3 6.0 15.0 13.30 1.08 214.8 Double,Clear E 1.3 6.0 15.0 18.79 1.03 289.5 Double, Clear E 1.3 3.0 10.0 18.79 1.10 205.9 Double, Clear E 1.3 5.0 10.0 18.79 1.04 195.1 Double, Clear N 1.3 10.0 15.0 24.58 1.00 368.6 Double,Clear N 1.3 6.0 45.0 24.58 1.00 1107.7 Double, Clear N 1.3 3.0 12.0 24.58 1.01 297.1 Double,Clear N 1.3 4.5 7.0 24.58 1.00 172.6 Double,Clear W 1.3 8.0 25.0 20.73 1.01 522.0 Double,Clear N 1.3 8.0 30.0 24.58 1.00 737.6 Double,Clear S 1.3 8.0 30.0 13.30 1.02 407.2 As-Built Total: 591.0 13386.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 19.0 1507.0 2.20 3315.4 Exterior 3129.0 3.70 11577.3 Frame,Wood, Exterior 19.0 1458.0 2.20 3207.6 Frame,Wood, Exterior 19.0 164.0 2.20 360.8 Base Total: 3129.0 11577.3 As-Built Total: 3129.0 6883.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 73.0 12.30 897.9 Exterior 94.0 12.30 1156.2 Exterior Wood 21.0 12.30 258.3 Base Total: 94.0 1156.2 As-Built Total: 94.0 1156.2 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 320 5th Street,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2416.0 2.05 4952.8 Under Attic 30.0 2036.0 2.05 X 1.00 4173.8 Under Attic 19.0 234.0 2.70 X 1.00 631.8 Under Attic 30.0 102.0 2.05 X 1.00 209.1 Single Assembly 19.0 292.0 1.86 X 1.00 543.1 Under Attic 19.0 392.0 2.70 X 1.00 1058.4 Base Total: 2416.0 4952.8 As-Built Total: 3056.0 6616.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 212.0(p) 8.9 1886.8 Slab-On-Grade Edge Insulation 0.0 212.0(p 18.80 3985.6 Raised 524.0 0.96 503.0 Raised Wood, Post or Pier 19.0 144.0 0.88 126.1 Raised Wood,Adjacent 19.0 380.0 2.20 836.0 Base Total: 2389.8 As-Built Total: 736.0 4947.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 4023.0 -0.59 -2373.6 4023.0 -0.59 -2373.6 Winter Base Points: 26928.1 Winter As-Built Points: 30616.5 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) 30616.5 0.429 (1.069 x 1.169 x 0.88) 0.359 1.000 5515.7 30616.5 0.357 (1.006 x 1.169 x 1.05) 0.399 1.000 5107.2 30616.5 0.214 (1.069 x 1.169 x 0.95) 0.494 1.000 3797.1 26928.1 0.6274 16894.7 30616.5 1.00 1.171 0.396 1.000 14211.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 320 5th Street,Atlantic Beach, FI, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 6 2746.00 16476.0 40.0 0.91 6 0.44 2655.47 1.00 7081.3 50.0 0.91 6 0.56 2655.47 1.00 8851.6 As-Built Total: 15932.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 23772 16895 16476 57143 18534 14211 15933 48678 PASS �y04 vM Sr44o�.t Wit J �� EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 320 5th Street,Atlantic Beach, FI, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE HECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts, chases, soffits,chimneys, cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a \ sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story_Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER_PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION_ REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools 1 must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score,the more efficient the home. 320 5th Street, Atlantic Beach, FI, 32233- 1. 2233-1. 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: 13.00 4. Number of Bedrooms 6 _ b. Central Unit Cap:30.0 kBtu/hr _ 5. is this a worst case? No SEER: 13.00 _ 6. Conditioned floor area(ft') 4023 ft2 c. Central Unit Cap: 18.0 kBtu/hi _ 7. Glass area&type Single Pane Double Pane _ SEER: 10.25 a. Clear-single pane 0.0 112 591.0 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 0.0 112 0.0 ft2 _ HSPF:9.50 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:30.0 kBtu/hr _ 8. Floor types _ HSPF:8.55 a. Raised Wood R=19.0,380.0 ft2 _ c. Electric Heat Pump Cap: 18.0 kBtu/hr b. Slab-On-Grade Edge Insulation,0 R=0.0,212.0 112 _ HSPF:6.90 c. i Others 144.0 112 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons _ a. Frame,Wood,Exterior R=19.0, 1507.0 112 _ EF:0.91 b. Frame,Wood,Exterior R=19.0, 1458.0 ft2 _ b. Electric Resistance Cap:50.0 gallons _ c. Frame,Wood,Exterior R=19.0, 164.0 ft2 _ EF:0.91 d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,2036.0 ft' _ 15. HVAC credits _ b. Under Attic R=19.0,392.0 ft2 (CF-Ceiling fan,CV-Cross ventilation, c. 3 Others 628.0 ft2 HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup. R=6.0, 175.0 ft' _ MZ-C-Multizone cooling, b. 2 Others 275.0 ft 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) p�'TKE sT4T' in this home before final inspection. Otherwise, a new EPL Display Card will be completed AV O� based on installed Code compliant features. p Builder Signature: Date: i��irffi a Address of New Home: City/FL Zip: f�e01)vvE `� *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'"'designation), your home may qualms 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: FLRCPB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Down Energy Design Systems Job: 8125104 1065 Oak Vale Rd,JacksonAlle,FI 32259 Phone-904-287-5338 Fax.`304-287-125P Email energydesignQcomcast net Pror r For: McCawley Residence 320 5th St, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 26541 Btuh Structure 26286 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 26541 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 26023 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 2070 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4012 Btuh Area(ft2) 1892 1892 Total latent equip. load 6082 Btuh Volume (ft3) 17028 17028 Air changes/hour 0.85 0.36 Total equipment load 32105 Btuh Equiv. AVF(cfm) 242 104 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % 8oldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W iri j;j 'ItSGY Right-Suite Residential"15 0 66 RSR29784 2004-Aug-25 14 58 43 .4CCK Ccocuments and SettingsicustomerWy DocumentslVVrightsoftMcCawley 320 5th St Atl Bch Room by Room Pagel RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems Job: 8125104 1065 Oak Vale Rd,Jacksonville,FI 32259 Rhone 904287-5__139 Fax 904-287-125a Email energydesignCRomcast net • r r For: McCawley Residence 320 5th St, Atlantic Beach, FI Notes: i - • n Inforiiiation Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 94 "F Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 18384 Btuh Structure 19695 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 18384 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 19498 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 2530 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1832 Btuh Area (ftz) 1751 1751 Total latent equip. load 4362 Btuh Volume(W) 14176 14176 Air changes/hour 0.47 0.20 Total equipment load 23860 Btuh Equiv. AVF(cfm) 110 47 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Sold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WirIj;jhtSdit Right Suite Residential T""5 0 66 RSR29784 2094-Aug-25 14 58-43 AC(>, C Vocuments and Settingslcustomer%4y Documents4,AlrightsoftUvlc�-awley 320 5th St Atl Bch Room by Room Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Bonus Energy Design Systems Job: 8/25104 1065[yak Vale Rd,Jacksonville,FI 32259 Phone 904287-5339 Fax 904237-1258 Email_energydesign(,Jcomcastnet Project; Information For: McCawley Residence 320 5th St, Atlantic Beach, FI Notes: i - ! n Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 94 OF Inside db 70 `F Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 7282 Btuh Structure 4506 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 "F Design heat load 7282 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 4461 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 230 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 802 Btuh Area (ftz) 380 380 Total latent equip. load 1032 Btuh Volume(W) 3037 3037 Air changes/hour 0.95 0.41 Total equipment load 5494 Btuh Equiv. AVF (cfm) 48 21 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Boldfitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. \Niri!; ht50't Right-Suite Residential'""5 v 66 RSR29784 2004-Aug-25 14°sA3 IE5� C 1Documents and SettmgslcustomerlMy DocumentsONrightsoftlMcCa\Mley 320 5th St Atl Bch Room by Room Page 3