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Permit 1065 Ocean Blvd (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: (DG-5 Type Work: �EaA3 Property Owner: / �v to Phone # (21Z4w F=o i2O c.t zA Z85- 0-7Z,8 Contractor: Phone # 2Aq ,983 cl Permit#: 0L Date Issued: Building Inspections: Footing Slab IRS Tie Beam Lintel &M fU7, 0at4,4 ivi o Nailing / Sheathing Framing / Cover Up Insulation 12- -11,-6 4- Final Building Tree Permit# YES NO Electrical Permit# Date /Copy to JEA Temp, Pole Permit# �'1 � �l 0 JE Date /CotA O Temp. Power Letter Received: YES NO Inspections: Rough Electric ��-D _ Released to JEA Temp. Power Released to JEA Temp. Pole - - Released to JEA -"- Final Released to JEA Mechanical Permit# p - Zg Inspections: CN+s p� Rough -. o Final Plumbing Permit# Inspections: Rough / Underslab -7,10 -pL/ Topout Water/ Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing / Sheathing Final Fire Inspection: Failed IT Date Paid: Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD o . ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 A Application Number . . . 05- Date 2/15/05 Property Address Tenant nbr, name . . . . . . ADDENDUM TO TREE PERMIT Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CRAWFORD, DAVID & ELIZABETH OWNER 213 CHARLEMAGNE CIRCLE ATLANTIC BEACH FL 32233 -------------------------------------------- -------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 2/15/05 Valuation 0 ExP(iration Date . . 8/14/05 --------'-------------------------------------------------------------------- Special Notes and Comments APPROVED TO PLANT 2 10" PALMS AT LEAST 10 FEET APART TO COVER THE REQUIRED MITIGATION OF 20" . 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 CrrY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. !3a'4-" BUILDING OFFICIAL � 1//Et✓ 7-11x Lf4a/nscRP,E P1,4•,/ 1i414 L!/,D F P �"®!L %f�1 G'�I,q[,J r Q tJ JZ�s/,DGiYc f�T /06S Oe e, ,41 31-VP. AL.-r)40aGtf Thus ARoPo-SAL RF-"-<rvTs R S vQS TAA1T'l A L C-#A� i;o X'Aolm 7-// ' oR 16-I AIA L APPAO&IAT£ At-7 CJZNA7-1 vE 6-1t/EAl 7-11-C 41AILA174C 0Pf AI --!�PAc,E' L£Fj DOxl 7/fE" LoT I.JITh` 71A,� ZF 7-1-11-!r PROPOSAL. /S PLEASE svact-sT Ai...T rtZ.NA TI ✓ES• S AM AA1,k'0-,s 7-0 £3 E'er! W2 K o N TH is AZO S EC-T AS ARr- 7-#,c Dv,v€'(Ls 7P cPMPLzrc C0Ns7`2vc7-10-,V 4N3 PASS P-I N A L i N S P Fc-i ID.N 13 Y ,END OF THIS N(oaTtf . APPRatI"' ' , UILDING� OFFICE 4�,j /� S. LIST TREES PROPOSED FOR REMOVAL: DIAMETER OF TREES SPECIES INTERIOR,ZONE"' EXtERI R ZONE— APPLICANTS tOMMENTS OFFICE USE ONLY 'tab q%0%10 eAOPv U04&6 rA900044W gel9. CHOICES FOR REPLACEMENT: o� 4`�n.4.tion to cxm'<pe+ weft for trees removed: Plant new tre" on site 2. Pay money y into the Tree Fund at 4:117 per inch I Protect (save)other trees that quit*and mark trees to be protected an site List, by itches, each tree to the aMxDpriate column in the form provided t clow: SPECIES DIAMETER OF TREE PLANT NEW TREES PAY INTO TREE FUND PROTECT ..... R O vE \A E VtIG o�F�c I HE Y AG EE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE Ii. T ECTION• AND AL HER LIC L CODES AN*ORDINANCES OF ATLANTIC BEACH, Apdkwgrs Daft or`s Signature Date Tree Cw"rvabon Swro Cha" Date 'Diameter at Breast Height(D.B.H.),1s+rwwwrediat 4.5 Asst above grads.To ocwrstety determine datneter,measure the trunk circumference and druid*by 3.14,Diameter of rntAj-trunked trees is 4wtermined by adding topsthar the dawneter of eact trunk as maasursd ownsawisty strove the torus. "trrtehor Zono. outside the 20 toot frowmw setlOdcs and the 7.5 test We seftecks(see diagram ort pmmous page). -Exterior Zor*, within itis 20 fool front/rear sethitc ks and ttw 7.5 fser aide oetbacks(,see diagram on owme page). 4 of 4 it✓trt^F..Y► �/t3xr �UfCC,F�Grr GoYC•i`•/�G � : bZ•459i It 50.0` Slaupi"FL. r 5 w 1411 P" w 0 2a1 B¢L• •1�'pK,}q C •IdAli�c!W,u�L OA ✓ 14"r k VV rL C AF ATTICBMW fFY,3 UILDING OFFICE x(+1MIA � FEB 14 2005 '1.51 35.0► -r,s' a NI¢ atfggpcLe- _ o 00 D a� Aote r 1 � 51 2 j :all o 201 �L L � 14►'t► � a (� u I 2- cm J 2 �tlou -_-_____ �141'Op Ll O G. p,. 1.i eb O U L, Ji V a K. b A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/24/05 Parcel Number . . . . . 170255-0000- - Property Address . . . 1065 OCEAN BLVD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . CRAWFORD, DAVID & ELIZABETH Contractor . . . . . . BARNETTE CONSTRUCTION INC. 904 249-9839 Application number 04-00028447 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Bui ding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH s1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028447 Date 2/23/05 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . . NEW 2STY SFR REPLC DEMO Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 296819 Owner Contractor --------- --------------- - ----- ------ ------- ----- CRAWFORD, DAVID & ELIZABETH BARNETTE CONSTRUCTION INC. 1065 OCEAN BLVD 447-3 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-0728 (904) 249-9839 --------- --- -- ---- -- - ----- - ---- ----------- ---- ------ - ----------- -- -- -------- Permit . . . . . . ELECTRICAL PERMIT Additional desc 200AMP, 1 PH, 3W Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------- ---------- ---------- --------- - -- -------- -- -------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �xc t� ,yam BUIL-DING OFFICIAL 02/23/2005 16:12 19042479843 PAGE 01 CITY OF ATLANTIC BEACH { r ELECTRICAL. PERMIT APPLICATION Date: Property Address: `•---._.—.—�..� Owim: MA Contractor: _ _ _ Telephone+0:�,{'�-��`�� Contractor Address `7 Q 1�1f ��" Fax#: In Wmideremw of petatrit ji dcsai id wt btacby apes w prom said,work ink accadauce with the anwAW plans arid spimAcations which aro A pan bcmf and is am rrda m with rhe City of Admic Bosch adinutoc snd standards of 2ood fie lived ttmm, iut: R"idertce O Temp. New e�eic o�ihi:hwiJi�is — X New p Comvmcw a Sips o increase (N site.bst Ow huila4 o Old o Addition Sq.Ft. a Repair O RC-wire O Trailer Service•_ Ii'other cwu sm4si m is Ivan# MkkUdinj Type: C�i;d for%m. AMPS:-- CO-- - PER ri - - -- U ^ or RAM Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NU. SIZE NO. SUIS NO SIZE Lighting Outlets CONCEALED OPEN R a lee_. CONCEALED OPEN 0 30 AMPS +I I rxt AMPS Switches Fluorescent & — M.V. _......_.. ........................_.... ... _..._._....�...----- --- Fixed Appliances t�•Ic„�AMPS PVER. B E L L 7 _ 'TRANSFER. Air Y.-RATING -H.-P.•R.ATMG C•F.iUNG KW-F[•EAT Condit' COMP.MOTOR OTHER MOTORS AMPS HEAT I 0.1 14.P VOLT AQF _ P'Hw NO. OVER 1 H.P, PHS NWERsc,�v –_-- OLX sura iv,...... NO. KVA t ; f 'Cransformecs NO. KVA No.Neon Trans . Es. Si ' Miscellaneous Revised 1184 JFJ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 h \ INSPECTION PHONE LINE 247-5826 �Jl 1.3 Application Number . . . . . 05-00029794 Date 2/28/05 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . IRRIG SYSTEM Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- --------- ------- --------------- --------- CRAWFORD, DAVID & ELIZABETH HULIHAN TERRITORY 213 CHARLEMAGNE CIRCLE P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-8505 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- -- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING COD BUILDING OFFICIAL z•t�` CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATIONFEB 2�i 2 0 Q Date: Property Address: k O 6S Owner: C'� �,_- � Telephone#: Tele hone#: oa`b c5 A50 Contractor: P � aa3o Contractor Address: 1 '11 Qcftww-� S� - Fax#: of Lo 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, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters & Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http:llwww.ci.atiantic-beach.fl.us A CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 a INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029740 Date 2/22/05 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . . 4FT FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 840 Owner Contractor ------- ----------------- ------------------------ CRAWFORD, DAVID & ELIZABETH OWNER 213 CHARLEMAGNE CIRCLE ATLANTIC BEACH FL 32233 -------------------------------------------- ------------------ -------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 ° Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 Y PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i BUILDING OFFICIAL j! :L`J j• CC: Js J",jj CITY OF ATLANTIC BEACH D.Ford SSL BUILDING/ZONING DEPARTMENT ooeR S1 800 SEMINOLE ROAD _ ATLANTIC BEACH,FLORIDA 32233-5445 i TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us PLAN REVMW COMMENTS Permit Application# 0c-- 2--1 Property Address: 10 u S0 UINN 13(I-Vo� Applicant: Df k2ylo (/1e-A (/Vr Q)Q�) Project: I E Z-f',J C-1i" This perm plication has been: pproved ❑ Reviewed and the following items need attention: Please re-submit your plica 'on when these items have been completed. Reviewed by: Date: 6 7-ej'' , �s CITY OF ATLANTIC BEACH ' FEB 16 XNCE PERMIT APPLICATION pF3 s�• Date: Job Address: ZQf,�j OCG ig11� t-V O Owner's Name: Di 0 0 CRAW FORA Address: �5 jq,- 1: Phone: 70 7. /D!l Legal Description: Block Number: 0 Lot Number. ! Zoning District: Fence Contractor: L I 1 lm;-s -A P E DE'S I a-Ns )ye Address: la-t S ©GEAAe 13L✓o Phone: 90/2 31-5"81 City: ATl_A�vr1L SKAG1-t State:_ _Zip: 322-33 Fax: 29G. 9y�S Type offence and materials to be used: 611-9 y 1 N V L PICK 5 7- r0111C e S,cT W/r// YY 'Ll P05T"S L .5V?0L1 fQ v/ rj5A-*d E 917-2 14/ C.QA1c.2E l,5 ro Valuation Of Fence: 6 le'y62 IN Interior Lot ❑Comer Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? A10 If yes,please submit with this application. Tree Protection: rut 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 andcontact information of person to receive all correspondence regarding this application(please print). Name: 4/ fL, N 1 G E EL E Y Mailing Address: /i,)5-3' Oe-gr-A IV )3 L ✓D Phone: U-2 3 15'9' Fax: .2-W- E-Mail: Gc5Br4-Cy';C-Arr- Nr-7- 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page I Revised 3/04/04 I hereby certify that all information ro . ed w•I this application is correct Signature of Owner: L�zDate: 617/ 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. • Signature of Contractor: Date: AS TO OWNER: p Sworn to and subscribed before me this I day of �Q�1'(1 l N J ,20_x_• State of Florida,County of Duval Notary's Signature: � • �19� ('�'1i1t 1!�il Cl``�- _ M.JANE DORNBROCK sonally known yYr ;= MY COMMISSION#DD 043554 ''i•. o,= EXPIRES:August 3,2005 ❑ Produced Identification BondW Thru NWety Public UnderwrMen Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this da)j of ,20 05 'n State of Florida,County of Duval Notary's Si ature: M�� ❑ Personao BECKY L ANDREWS _ W COMMISSION#00 V0701 `Produced Identification ,t t EMPIRES:MAY 18,2008 + .� Type of Identification Produced' t 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 Revisal 3/04/04 FAA N i cQ 14w p 144W444 t w i F-1 1;17 14 PAM 04 cap Tn 2> q V ntiC Beach lib q v ti} N w and Sontrp Department © T t @WDVN 1Nffts oefnpttanoe with applica 3 x i4Mftq, 9"viaton and other local ,� V1 ilawbpntant �or1i, but does not constf t L4 %A tb1 tete:=of permits. Complia e 'y FiOfida Code and Sh other applic j 1/ 11 �. bQK am and Fsderat permitting requirem �- �O �'M 1z Z WHIM be Vol by Signature of the City of At! r NAWtriWal pfbr to the issuance o a rN p _UMW DeVolopment Dired v - 5� �i a► mot 71 o + T4& ISUPLIM �+i4'tYa.t APO 2r �� 6JHlT 111Ny4P1CXr7-f,rWe41. r�0 Bo ByoCY,IC C�� NA �� C`�. A� esF � GE � rapV'�LLE BE F ..ti MAO �y@P*O 3� tgo�l BULt�T x z N Job Truss Truss Type Oly Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 CJ2 ROOFTRUSS _ 1 Job Reference(optional) Universal Forest Product€slnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:20:55 2004 Page 1 4-0-7 4-0-7 le=1:8. 4.00�12 7 2x3 TL20 11 B Ti B1 3x4 TL20= D 1 2-0-0 i 2193 TL20 11 a 4-0-7 2-0-0 0-4-0 1-8-7 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.06 A >452 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.08 A >365 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.03 C n/a n/a BCDL 10.0 CodeFBC2001/fP12002 (Matrix) Weight:13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) C=-31/Mechanical,D=-60/Mechanical,E=457/0-8-0 Max Horz E=98(load case 3) Max UpliftC=-31(load case 1),D=-60(load case 1),E=-383(load case 3) Max GravC=14(load case 3),D=66(load case 3),E=457(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-91/48,B-C=-46/4 BOT CHORD A-E=-0/98,D-E=0/0 WEBS B-E=-292/265 NOTES (6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 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 31 Ib uplift at joint C,60 Ib uplift at joint D and 383 Ib uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 ' Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307CJ2 wm� Job Truss Truss Type Qt Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 C,14 ROOF TRUSS 43' 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Brad "' 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:56 2004 Page 1 2-4-0 6-0-0 z 2-4-0 3-8-0 C 1 =1:11.7 4.00 12 2x3 TL20 11 A B1 3x4 TL20= D 2x3 TL20 11 2-0-0 2-4-0 6-0-0 2-0-0 0-4-0 3-8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) WefI Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.05 A >550 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) -0.08 A >350 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.03 C n/a n/a BCDL 10.0 CodeFBC20011TPI2002 (Matrix) Weight:19 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 (Ib/size) C=85/Mechanical,D=7/Mechanical,E=457/0-8-0 Max Horz E=147(load case 3) Max UpliftC=-94(load case 3),E=-345(load case 3) Max GravC=85(load case 1),D=45(load case 2),E=457(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-144/50,B-C=-55/19 BOT CHORD A-E=-0/147,D-E=0/0 WEBS B-E=-329/308 NOTES (6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 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 94 Ib uplift at joint C and 345 Ib uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307CJ4 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 CS1 ROOF TRUSS 1 Job Reference(optional) Universal Forest Products;lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:56 2004 Page 1 f 3-3-4 4-7-8 _ 8-5-1 3-3-4 1-4-4 3-9-9 Scales 1: 2.83 12 2x3 TL20 11 Ti Ell 3x4 TL20= D 2x3 TL20 11 2-9-3 3-3-4 8-5-1 1 2-9-3 0-6-1 5-1-14 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.26 A >148 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.22 A >176 180 BCLL 0.0 Rep Stress Incr NO WS 0.09 Horz(TL) -0.07 C n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight:26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 8-5-1 oc purlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) C=284/Mechanical,D=87/Mechanical,E=455/1-0-1 Max Horz E=157(load case 3) Max UpliftC=-274(load case 3),E=-335(load case 3) Max GravC=284(load case 1),D=101(load case 2),E=455(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-167/27,B-C=-77/48 BOT CHORD A-E=-0/157,D-E=0/0 WEBS B-E=-378/375 NOTES (7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 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 274 Ib uplift at joint C and 335 Ib uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=125,Plate Increase=1.25 Trapezoidal Loads(plf) Vert:A=0(F=25,B=25)-t0-C=-157(F=-54,B=-54),A=0(F=7,B=7)-to-D=-42(F=-15,B=-15) Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307CS1 nirr Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 GD1 ROOF TRUSS 1 2 Job Reference(optional) Universal Forest Products;lnc.,Burlington,NC 27215,F.Brads 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:57 2004 Page 1 I 2-4-0 T 6-0-0 12-1-12 18-0-0 23-10-4 30-0-0 33-8-0 , 3T0_0; 2-4-0 3-8-0 6-1-12 5-10-4 5-10-4 6-1-12 3-8-0 2-4-0 Scale=1:66.1 4.00 12 5x10TL20= 3x6 TL20= 500 MII18H= 3x6 TL20= 5x10 TL20= 3x7 TL20� C D E F G T2 T2 3x7 TL20` B 4 5 W W H ,n A 2 W I -- I7 3x7TL20= d P O N M L K J 3x7 TL20= 7x6 TL20= 5x8 TL20= 3x8 TL20= 5x8 TL20= 7x6 TL20= 3x6 TL20 11 3x6 TL20 11 2-4-0 36-0-0 1 2-0-0 6-0-0 12-1-12 18-0-0_ 23-10-4 4 30-0-0 33-8-0 34F?-0 , 2-0-0 3-8-0 6-1-12 5-10-4 5-10-4 6-1-12 3-8-0 0-4-0 0-4-0 2-0-0 Plate Offsets(X,Y): [C:0-3-0,0-2-4], [G:0-3-0,0-2-41, [N:0-4-0,0-3-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.78 M >485 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -1.10 M >340 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.13 J n/a n/a BCDL 10.0 CodeFBC2001/fP12002 (Matrix) Weight:337 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) P=3053/0-8-0,J=3053/0-8-0 Max Horz P=65(load case 5) Max UpliftP=-1957(load case 3),J=-1957(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-146/72,B-C=5204/3164,C-D=-9521/5868,D-E=-10921/6715,E-F=-1 0921/671 5,F-G=-9521/5868,G-H=-5204/3164,H-I=-144/72 BOT CHORD A-P=-32/158,O-P=-32/96,N-0=-2921/4874,M-N=-5764/9521,L-M=-5759/9521,K-L=-2906/4874,J-K=-32/155,IJ=-32/155 WEBS C-O=-494/491,G-K=494/491,B-P=-2899/1853,H-J=-2899/1853,B-O=-3120/5051,H-K=-3118/5051,C-N=-3005/4931,D-N=-1334/1086,D-M.902/1503, E-M=-766/717,F-M=-903/1503,F-L=-1334/1086,G-L=-3005/4931 NOTES (14) 1)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.01b down and 278.41b up at 30-0-0,and 423.01b down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 2)2-ply truss to be connected together with 10d Common(A48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.01b down and 278.41b up at 30-0-0,and 423.01b down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided t distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 6)Provide adequate drainage to prevent water ponding. 7)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. 8)All plates are M1120 plates unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1957 Ib uplift at joint P and 1957 Ib uplift at joint J. 11)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 12)Girder carries hip end with 6-0-0 end setback 13)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.01b down and 278.41b up at 30-0-0,and 423.01b down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 14)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification valid only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-C=74,C-G=-136(F=-62),G-I=-74,A-0=-20,K-0=-37(F=-17),I-K=-20 Concentrated Loads(lb) Vert:0=-423(F)K=-423(F) Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307GD1 1122 Job Truss Truss Type Oty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 GD2 ROOF TR 2 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:58 2004 Page 1 2-2-121 6-0-0 12-10-12 19-6-0 26-1-4 33-0-0 36-9-4 139-0-0, i 2-2-12 3-9-4 6-10-12 6-7.4 6-7-4 6-10-12 3-9-4 2-2-12 Scale=1:71. 4.00 V2 5x10 MI118H= 2x3 TL20 11 3x6 TL20= 5x10 MI1181-l= 3x6 TL20= 500 MII18H WB= 3x10 TL20% C D E F G H 3x10 TL20� B T W4 W5 W W 1 1 Ln A 2 W J Ito M O 3x7 TL20= Q P O N M L K 3x7 TL20= 7x6 TL20= 5x10 M1118H= 3x8 TL20= 500 M1118H= 7x6 TL20= 3x6 TL20 11 3x6 TL20 11 2-2-12 39-0-0 2-0-0 11 6-0-0 12-10-12 19-6-0 26-1-4 33-0-0 36-9-437 r?-o 2-0-0 3-9-4 6-10-12 6-7-4 6-7-4 6-10-12 3-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets X Y: [C:0-3-0,0-2-4], F:0-5-0 Edge],[H:0-3-0,0-2-41, 0:0-5-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.99 Vert(LL) 1.12 N >371 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.59 N >261 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.19 K n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:364 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. T2 2 X 4 SYP No.1,T3 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. BOT CHORD 2 X 4 SYP No.2 'Except' B2 2 X 4 SYP No.1 WEBS 2 X 4 SYP No.3 'Except` W4 2 X 4 SYP No.2,W42X4SYP No.2 REACTIONS (Ib/size) Q=3377/0-5-8,K=3377/0-5-8 Max Horz 0=65(load case 5) Max UpliftQ=-2154(load case 3),K=-2154(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-117/55,B-C=-6057/3691,C-D=-11735/7235,D-E=-13564/8344,E-F=-13564/8344,F-G=-13564/8344,G-H.11735/7235,H-I=-6057/3691,I-J=-115/53 BOT CHORD A-Q=-27/130,P-Q--12/81,O-P=-3423/5684,N-0=7132/11735,M-N=-7122/11735,L-M=-3398/5684,K-L=-25/127,J-K=-25/127 WEBS B-P=-3599/5829,C-P=-554/557,H-L=-554/557,I-L=-3597/5829,B-Q=-3218/2035,I-K=-3218/2035,C-0=-3882/6351,D-0=-1544/1261,D-N=-1170/1937, E-N=-888/834,G-N=-1170/1937,G-M=-1544/1262,H-M=-3882/6351 NOTES (14) 1)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.0Ib down and 278.41b up at 33-0-0,and 423.01b down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 2)2-ply truss to be connected together with 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:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.O1b down and 278.41b up at 33-0-0,and 423.01b down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided t distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category Il;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 6)Provide adequate drainage to prevent water ponding. 7)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. 8)All plates are M1120 plates unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2154 Ib uplift at joint Q and 2154 Ib uplift at joint K. 11)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 12)Girder carries hip end with 6-0-0 end setback 13)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.01b down and 278.41b up at 33-0-0,and 423.O1b down and 278.4lb up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. i4)Truss Shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert.A-C=-74,C-H=-14o(F=-66),H-J=-74,A-P=-20,L-P=-38(F=-18),J-L=-20 Concentrated Loads(lb) Vert:P=-423(F)L=-4230 ! ✓-"— /Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307GD2 wr■ Job Truss Truss Type Qtv Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 HJ05 ROOF TRUSS 1 Job Reference(optional) Universal Forest Products;lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:58 2004 Page 1 2-2-12 4-0-7 2-2-12 1-9-11 le=1:8.3 4.00 12 2x3 TL20 11 B / T1 W1 B1 -K 3x4 TL20= D I 2-0-0 2 Z; ,,,0 11„ 4-0-7 2-0-0 0-2-12 1-9-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.05 A >508 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.07 A >404 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.02 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) C=-15/Mechanical,D=-47/Mechanical,E=428/0-5-8 Max Horz E=98(load case 3) Max UpliftC=-24(load case 2),D=-47(load case 1),E=-355(load case 3) Max Grav D=57(load case 3),E=428(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-91/46,B-C=44/0 BOT CHORD A-E=0/98,D-E=0/0 WEBS B-E=-277/252 NOTES (6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 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 24 Ib uplift at joint C,47 Ib uplift at joint D and 355 Ib uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307HJ05 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T1 ROOF TRUSS 2 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:59 2004 Page 1 6-0-0 _ +_ 12-0-0 6-0-0 6-0-0 Scale=1:21.5 0.19 F12 5x4 TL20= 5x4 TL20= 3x3 TL20 11 A B C E 3x3 TL20 11 5x4 TL20= 5x4 TL20= 6-0-0 12-0-0 6-0-0 6-0-0 rBCDL e Offsets(X,Y): [A:0-1-12,0-2-8) DING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP L 30.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.12 E >999 240 TL20 245/193 L 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.18 E >792 180 L 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.02 D n/a n/a 10.0 CodeFBC2001/TP12002 (Matrix) Weight:55 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins, excep BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. REACTIONS (Ib/size) F=367/0-8-0,D=367/0-3-8 Max Horz F=9(load case 3) Max UpliftF=-209(load case 3),D=-210(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-F=-299/213,A-B=-1333/757,B-C=-324/182,C-D=-161/135 BOT CHORD E-F=-242/410,D-E=-764/1330 WEBS A-E=-525/927,B-E=-91/148,B-D=-1018/585 NOTES (7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 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 per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 Ib uplift at joint F and 210 Ib uplift at joint D. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T1 Universal Forest Produds Re: 54012307 Durham Building Materials Crawford 1065 Ocean Blvd. 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: 54012307 CJ2 54012307 CJ4 54012307 CS1 54012307 GD1 54012307 G D2 54012307 HJ05 54012307 T1 54012307 T2 54012307 T3 54012307 T4 54012307 T5 54012307 T6 54012307 T7 54012307 T8 54012307 T9 54012307 T10 54012307 T11 54012307 T12 54012307 T13 54012307 T14 54012307 T15 Loading(psf) TCLL 30 TCDL 7 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 120 mph; h=25 ft;TCDL=4.2 psf;BCDL=6.0 psf; occupancy category II;exposure C;enclosed My license renewal date for the state of Florida is February 28,2005 �k- 5/20/2004 John icense#5 86 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s)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 'Pel: (336) 226-9356 Fax: (336) 476 9146 Job Truss Truss Type Oty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T2 ROOF TRU 13 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Brad aw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:04 2004 Page 1 i 5-9-4 11-6-8 5-9-4 5-9-4 Scale=1:20.6 0.19 12 5x4 TL20= 3x3 TL20 11 5x4 TL20= B C A E 3x3 TL20 11 5x4 TL20= 5x4 TL20= 5-9-4 11-6-8 5-9-4 5-9-4 Plate Offsets X Y: [A:0-1-12,0-2-8] LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.10 E >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.15 E >897 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.02 D n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:53 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, excep BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. REACTIONS (Ib/size) F=353/0-3-8,D=353/0-3-8 Max Horz F=9(load case 3) Max UpliftF=-201(load case 3),D=-202(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-F=-288/205,A-B=-1227/697,B-C=-298/167,C-D=-155/129 BOT CHORD E-F=-221/373,D-E=-703/1224 WEBS A-E=-486/858,B-E=-88/143,B-D=-938/539 NOTES (7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 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 per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 201 Ib uplift at joint F and 202 Ib uplift at joint D. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T2 Job Truss Truss Type Qly Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T3 ROOF TRUSS 1 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Brads h 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:21:05 2004 Page 1 2-4-0 8-0-0 14-10-1 21-1-15 28-0-0 33-8-0 ( 36-0-0� 2-4-0 5-8-0 6-10-1 6-3-15 6-10-1 5-8-0 2-4-0 Scale=1:66.1 3x6 TL20= 5x6 TL20= 4.00 12 5x6 TL20= 3x6 TL20= 3x8 TL20= C D E F G 3x7 TL20-:5 TP T1— 3x7 TL20� B ®' W VVV3 H ,n A W 1M d 3x7 TL20 o P O N M L K J 3x7 TL20= 500 M1118H WB= 3x6 TL20= 7x8 TL20= 3x6 TL20 11 3x6 TL20 11 7x8 TL20= 5x10 M1118H WB= 2-4-0 36-0-0 2-0-0 „ - 8-0-0 18-0-0 28-0-0- 33-8-0 34?-O rrr 2-0-0 5-8-0 10-0-0 10-0-0 5-8-0 0-4-0 0-4-0 2-0-0 Plate Offsets X Y: [C:0-3-0,0-2-12], G:0-3-0 0-2-12 N:0-5-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.45 M >833 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.81 K-M >462 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WS 0.84 Horz(TL) 0.14 J n/a n/a BCDL 10.0 COdeFBC2001/fP12002 (Matrix) Weight:167 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-0,F-K REACTIONS (Ib/size) P=1692/0-8-0,J=1692/0-8-0 Max Horz P=86(load case 5) Max UpliftP=-1050(load case 3),J=-1050(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-106/44,B-C=-2779/1507,C-D=-2596/1499,D-E=-4184/2304,E-F=-4184/2304,F-G=-2596/1498,G-H=-2779/1507,H-I=-102/41 BOT CHORD A-P=-31/99,O-P=-4/65,N-0=-2248/4060,M-N=-2248/4060,L-M=-2231/4060,K-L=-2231/4060,J-K=-28/95,I-t=-28/95 WEBS B-P=-1575/1023,C-O=-99/468,D-O=-1684/1022,D-M=0/323,F-M=0/323,F-K=-1684/1021,G-K=-99/468,H-J.1575/1023,B-O=-1396/2567, H-K=-1393/2567 NOTES (9) 1)Unbalanced roof five loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category fl;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1050 Ib uplift at joint P and 1050 Ib uplift at joint J. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS ShopNo: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:5401207T3 Job Truss Truss Type Oty Ply DURHAM BLDG/CRAWFORD/5 19-04/FB 54012307 T4 ROOF TRUSS00 1 Job Reference(optional) Universal Forest ProductslInc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:21:05 2004 Page 1 5-5-11� 10-0-0 18-0-0 26-0-0 30-6-6 T 36-0-0 1 5-5-11 4-6-6 8-0-0 8-0-0 4-6-6 5-5-11 Scale=1:66.1 5x10 M111 8H= 4.00 12 2x3 TL20 11 5x10 M1118H= C D E 5x6 TL20 5x6 TL20 "W41Vi2lW4 F 2 W A G L �•7I IM b 3x7 TL20= O N M L K J I H 3x7 TL20= 300 M1118H= 3x8 TL20= 3x6 TI-20— 3x6 TL20-:z�- 3x6 TL20 3x6 TL20= 300 M1118H= 2-4-0 36-0-0 2-0-0 „ 10-0-0 18-0-0 26-0-0 33-8-0 34rQ-0 2-0-0 7-8-0 8-0-0 8-0-0 7-8-0 0-4-0 0-4-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.34 K >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.56 K-M >689 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.14 H n/a n/a BCDL 10.0 CodeFBC2001fTP12002 (Matrix) Weight:173 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 5-2-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) N=1692/0-8-0,H=1692/0-8-0 Max Horz N=-108(load case 6) Max UpliftN=-1023(load case 3),H=-1023(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-406/242,B-C=-2923/1614,C-D=-3657/2084,D-E=-3657/2084,E-F=-2923/1614,F-G=-405/242 BOT CHORD A-N=-177/444,M-N=-1366/2381,L-M=-1417/2733,K-L=-1417/2733,J-K=-1338/2733,1-J=-1338/2733,H-1=-1287/2381,G-H=-177/443 WEBS B-M=-167/594,C-M=-43/219,C-K=-663/1159,D-K=-629/556,E-K=-664/1159,E-I=-43/219,F-I=-167/594,B-N=-2916/1963,F-H=-2916/1963 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1023 Ib uplift at joint N and 1023 Ib uplift at joint H. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/1-PI 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 .y Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T4 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T5 ROOF TRUS 1 1 _ W91M Job Reference(optional) Universal Forest Productsrinc.,Burlington,NC 27215,F. aw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:06 2004 Page 1 6-6-7 12-0-0 18-0-0 24-0-0 29-5-10 36-0-0 6-6-7 5-5-10 6-0-0 6-0-0 5-5-10 6-6-6 Scale=1:66.2 5x8 TL20= 4.00 12 2x3 TL20 11 5x8 TI-20= C D E 5x6 TL20 5x6 TL20-z�- B 4 W F Lf 2 W Ln A G Ln ;4 ��r iT I� 3x7 T1 20= o L K J f H 3x7 TL20= 5x8 T120= 3x8 TL20= 5x8 TL20= 3x6 TI20-Z 3x6 TL20 2-4-0 36-0-0 �2-0-0 12-0-0 18-0-0 i — 24-0-0 33-8-0 34FQ-0 2-0-0 9-8-0 6-0-0 6-0-0 9-8-0 0-4-0 0-4-0 2-0-0 Plate Offsets X Y: A:0-0-14 0-0-2 [C:0-3-0,0-2-8], E:0-3-0 0-2-8 [F:0-2-15,0-2-81, G:0-0-14 0-0-2 [1:0-4-0,0-3-0],[K:0-4-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.27 J-K >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.54 H-1 >710 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.14 H n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:179 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-L,F-H REACTIONS (Ib/size) L=1692/0-8-0,H=1692/0-8-0 Max Horz L=129(load case 5) Max UpliftL=-1007(load case 3),H=-1007(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-445/119,B-C=-2802/1506,C-D=2995/1700,D-E=-2995/1700,E-F=-2802/1506,F-G=-444/119 BOT CHORD A-L=-46/491,K-L=-1498/2605,J-K=-1285/2601,1-J=-1190/2601,H-I=-1404/2604,G-H=46/491 WEBS B-K=-57/346,C-K=0/304,C-J=-399/658,D-J=-462/398,E-J=-400/658,E-1=0/304,F-I=-56/347,B-L=-2947/2094,F-H=-2947/2095 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category Il;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1007 Ib uplift at joint L and 1007 Ib uplift at joint H. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 a Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T5 Job Truss Truss Type Qty Ply J DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T6 ROOF TRUSS IMI ,. 1 Job Reterence o tional Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:21:07 2004 Page 1 2-4� 8-2-0 14-0-0 22-0-0 27-10-0 33-8-0 36-0-0 2-4-0 5-10-0 5-10-0 8-0-0 5-10-0 5-10-0 2-4-0 Scale=1:66.1 5x10 Mill 8H= 5x10 M1118H= 4.00 12 D E 3x6 TI-20� — 3x6 TL20 C F 3x6 TL20% � 6 W4 3x6 TL20 W4 B WH 0 1 U) A .- i� 3x7 TL20 d 6 0 P O N M L K J I 3x7 TL20= 7x6 TL20= 3x10 MII18H= 3x8 TL20-- 7x6 TL20= 3x6 TL20 11 3x6 TL20 I I 3x6 TL20= 3x10 M1118H= 2-4-0 36-0-0 2� p!0+� 8-2-0 14 0-0 22-0 0 27 10-0 33-8-0 34F 0 2-0-0 5-10-0 5-10-0 8-0-0 5-10-0 5-10-0 0-4-0 0-4-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.20 M >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.41 L-M >928 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.08 1 n/a n/a BCDL 10.0 CodeFBC2001ITP12002 (Matrix) Weight:180 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L REACTIONS (Ib/size) P=1692/0-8-0,1=1692/0-8-0 Max Hoa P=-150(load case 6) Max UpliftP=-1006(load case 3),1=-1006(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-115/65,B-C=-2710/1393,C-D=-2509/1347,D-E=-2333/1348,E-F=-2510/1347,F-G=-2710/1393,G-H=-115/61 BOT CHORD A-P=-60/114,O-P=-511116,N-0=-1290/2501,M-N=-1290/2501,L-M=-1113/2333,K-L=-1180/2501,J-K=-1180/2501,I-J=-55/114,H-I=-55/114 WEBS D-M=-44/338,D-L=-267/267,E-L=-26/338,C-O=-244/258,C-M=-240/299,B-P=-1548/1002,B-O=-1259/2410,F-L=-240/300,F-J=244(257,G-J.1256/2409, G-I=-1548/1001 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1006 Ib uplift at joint P and 1006 lb uplift at joint I. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard V� Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T6 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAW RD/ -19-04/FB 54012307 T7 ROOF TRUSS 1 1 Job Reference(optional) Universal Forest products NC 27215,F.Bradsha 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:07 2004 Page 1 4-0 9-2-0 1_6-0-0 20-0-0 26-10-0 33-8-0 360-0� 2-4-0 6-10-0 6-10-0 4-0-0 6-10-0 6-10-0 2-4-0 Scale=1:66.1 4.00[12 5x8 TL20= 5x6 TL20= D E 5x8 TL20 5x8 TL20 C LC / F 6 3x6 TL20% W4 W4 3x6 TL20� G LO A R9 B W H L c� IC d 3x7 TL20= P O N M L K J I 3x7 TL20= 3x10 MII18H= 3x6 TL20= 3x8 TL20= 7x6 TL20= 3x6 TL20 11 3x6 TL20 11 7x6 TL20= 300 M1118H= 2-4-0 36-0-0 2-0-0 9-2-0 16-0-0 20-0-0 26-10-0 -- 33 8-0 34 Q�0 2-0-0 6-10-0 6-10-0 4-0-0 6-10-0 6-10-0 0-4-0 0-4-0 2-0-0 Plate Offsets X Y: C:0-4-0,0- - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.20 M-O >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.39 M-O >964 180 TL20 2451193 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.08 1 n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) P=1692/0-8-0,1=1692/0-8-0 Max Horz P=-172(load case 6) Max UpliftP=-984(toad case 3),1=-984(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-184/84,B-C=-2786/1378,C-D=-2303/1185,D-E=-2115/1194,E-F=-2304/1185,F-G=-2786/1378,G-H=-184/79 BOT CHORD A-P=-82/188,O-P=-136/188,N-0=-1289/2571,M-N=1289/2571,L-M=-92512114,K-L=-1163/2571,J-K=-1163/2571,I-J=-771188,H-I=-77/188 WEBS D-M=-127/343,D-L=-264/267,E-L=-128/348,C-0=-156/242,C-M=-570/444,B-P=-1546/999,B-0=-1183/2395,F-L=-569/444,F-J=-157/242,G-J.1178/239 ,G-I=-1546/998 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 984 Ib uplift at joint P and 984 Ib uplift at joint I. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Co:' Customer N 11310 Customer Name: DURHAM BUILDING MATERIA�LShON No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:540107T7 Job Truss Truss Type cny =Job RAWFORD/5-19-04/FB 54012307 T8 COMMON (optional) Universal Forest Products-,Inc.,Burlington,NC 27215,F.Bradsh 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:08 2004 Page 1 7-6-6 T 12-3-4 18-0-0 23-8-12 28-5-10 36-0-0 7-6-6 4-8-14 5-8-12 5-8-12 4-8-14 7-6-6 Scale=1:65. 5x6 TL20= 4.00�12 D 3x6 TL20 3x6 TL20� 5x8 TL20� C \ E 5x8 TL20 B �� F W3 W4 W� 3 2 W A G I' 6 N M L K J I H 3x10 TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x10 TL20= 3x5 TL20 3x6 TL20= 300 MI118H= 3x5 TL20-z�- 9-4-14 18-0-0 26 7-2 34-0-0 36-0-0, 2-0-0 7-4-14 8-7-2 8-7-2 7-4-14 2-0-0 Plate Offsets(X Y): [A:0-5 2 0-1-81 [B:0-4-0,0-3 O1 [F:0 4-0,0 3-0],[G:0-5-2,0 1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.24 K-M >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.49 I-K >782 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.14 H n/a n/a BCDL _ 10.0 CodeFBC20011TP12002 (Matrix) Weight:180 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-N,F-H REACTIONS (Ib/size) N=1692/0-8-0,H=1692/0-8-0 Max Horz N=193(load case 5) Max UpliftN=-941(load case 3),H=-941(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-241/161,B-C=-2879/1432,C-D=-2209/1091,D-E=-2209/1091,E-F=-2879/1433,F-G=-241/161 BOT CHORD A-N=-75/316,M-N=-140512738,L-M=-118012523,K-L=-1180/2523,J-K=-1039/2523,1-J=-1039/2523,H-I=-1263/2738,G-H=-751316 WEBS B-M=-165/278,C-M=-117/321,C-K=-675/507,D-K=-342/894,E-K=-675/508,E-I=-118/321,F-I=-165/279,B-N=-3054/1731,F-H=-3054/1731 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;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)All plates are MII20 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 941 Ib uplift at joint N and 941 Ib uplift at joint H. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T8 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T9 ROOF TRUSS2 1 Job Reference (optional) Universal Forest Products-,Inc., 2Inc.,Burlington,NC 27215,F.Bradshaw 00 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:21:09 2004 Page 1 7-0-8 13-1-7 19-6-0 25-10-9 31-11-8 39-0-0 { 7-0-8 6-0-15 6-4-9 6-4-9 6-0-15 7-0-8 Scale=1:69. 4.00 12 5x6 TL20= E 3x6 TL20 3x6 TL2 3x8 TL20� 0 3x8 TL20:'� 5x6 TL20% D T F C G 5x6 TL20� B W \\W4 W4 2 3 H \ W Lo A 1 6 I 6 P O N M L K J 3x8 TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x8 TL20= 3x6 TL20� 3x6 TL20= 3x10 M1118H= 3x6 TL20- 2-2-12 39-0-0 2-0-0 „ 10-3-9 19-6 0 28 8-7 36-9-4 37rp-0 2-0-0 8-0-13 9-2-7 9-2-7 8-0-13 0-2-12 0-2-12 2-0-0 Plate Offsets XY: A:0-3-12 0-1-8 1:0-3-12 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.30 M-O >999 240 MII18H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.61 K-M >697 1BO TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.18 J We n/a BCDL 10.0 CodeFBC2001(f PI2002 (Matrix) Weight:194 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-P,H-J REACTIONS (Ib/size) P=1833/0-5-8,J=1833/0-5-8 Max Horz P=209(load case 5) Max UpliftP=-1007(load case 3),J=-1007(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-270/104,B-C=-3246/1555,C-D=-3172/1570,D-E=-2476/1220,E-F=-2476/1220,F-G 3172/1571,G-H=-3246/1556,H-1=-270/104 BOT CHORD A-P=-26/335,O-P=-1631(3082,N-0=-1362!2881,M-N=-1362/2881,L-M=1208/2881,K-L=-1208/2881,J-K=-1478/3082,1-J=-26/335 WEBS B-O=-166/309,D-O=-53/326,D-M=-808/602,E-M=-407/1035,F-M=-808/602,F-K=-54/326,H-K=-166/310,B-P=-3385/1991,H-J=-3385/1991 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MW FRS 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)All plates are M1120 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1007 lb uplift at joint P and 1007 Ib uplift at joint J. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI1TPI 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T9 Job Truss Truss Type A�OmtyPly DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T10 ROOF TRUSS 1 Job Reference(optional) Universal Forest Products Inc.,Burlington,NO 27215,F.Brads ha s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:20:59 2004 Page 1 8-0-0 15-8-9 23.3-7 31-0-0 39-0-0 8-0-0 7-8-9 7-6-13 7-8-9 8-0-0 Scale=1:72. 4.00[12 500 TL20:--7 3x6 TI-20= 2x3 TL20 11 5x10 TL20= 3x10 MII18H= B C D E F W3 132 A G ,n B1 B1 T IC b Ri o O N M L K J I H 3x10 TL20= 2x3 TL20 11 300 MII18H= 500 TI-20= 2x3 TL20 11 3x10 TL20= 3x6 TL20% 3x8 TL20-- 300 M1118H= 3x6 TL20� 2-2-12 39-0-0 2-0-0 8-0-0 15-8-9 23-3-7 _} 31 0-0 36 -437 -0 , 2-0-0 5-9-4 7-8-9 7-6-13 7-8-9 5-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets(X,Y): [A:0-5-2,0-1-VB:0-6-4 Ed a F:0-6-4 Ed a [G:0-5-2,0-1-81, 1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TO 0.96 Vert(LL) 0.72 K-L >590 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -1.14 K-L >371 180 TL20 2451193 BOLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.22 H n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except* TOP CHORD Structural wood sheathing directly applied. T2 2 X 4 SYP No.1,T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 3-8-1 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt B-0,F-H,B-L,F-K WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 0=1833/0-5-8,H=1833/0-5-8 Max Horz 0=86(load case 5) Max Uplift0=1 109(load case 3),H=-1109(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-227/63,B-C=-5247/3004,C-D=-5247/3004,D-E=-524713004,E-F=-524713004,F-G=-227/63 BOT CHORD A-0=0/226,N-O=-1759/3201,M-N=-1753/3207,L-M=-1753/3207,K-L=-2868/5247,J-K=-1690/3206,1-J=-1690/3206,H-I=-1696/3201,G-H=0/227 WEBS B-O=-339712031,B-N=0/269,F-1=0/269,F-H=-3397/2032,B-L=-1287/2325,C-L=-6171516,C-K=-66/67,E-K=-594/507,F-K=-1287/2326 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1109 Ib uplift at joint 0 and 1109 Ib uplift at joint H. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSIlTPI 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 'Y Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T10 Job Truss Truss Typey Ply DURHAM BLDG/CRAWFORD/5-19-o4/FB 54012307 T11 ROOF TRUSS 2 1 _ _ Job Reference o tional Universal Forest Products lnc.,Burlington,NC 27215,F.Brad 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:00 2004 Page 1 5 5-6 10-0-0 16-4-0 22-8-0 29-0-0 33-6-11 39-0-0 5-5-61 6-4-0 6-4-0 6-4-0 4-6-11 5-5-6 Scale=1:71. 7x6 TL20::-- 3x6 TL20= 3x6 TL20= 4.00 123x10 M1118H= 7x6 TL20= 5x6 TL20� G T2 D E F G 5x6 TL20-z� 5 W W4 HLC 2 W 1 LO A I w r3 i� 0 ENd P O N M L K J 3x7 TL20= 5x10 MI118H WB= 3x6 TL20= 3x8 TL20= 3x7 TL20= 3x7 TL20 3x8 TL20= 500 M1118H WB= 3x7 TL20---- 2-2-12 39-0-0 �2 0=0 10-0 0 19-6-0 29-0-0 36-9-4 37r"O 2-0-0 7-9-4 9-6-0 9-6-0 7-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets lel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.46 M >911 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.81 M-O >523 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.21 J n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:187 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-Q F-K REACTIONS (1b/size) P=183310-5-8,J=1833/0-5-8 Max Horz P=108(load case 5) Max UpliftP=-1100(load case 3),J=-1100(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-3731189,B-C=-3326/1834,C-D=-3134/1805,D-E=-4271/2362,E-F=-4271/2362,F-G=-3134/1805,G-H=-3326/1834,H-I=-372/189 BOT CHORD A-P=-127/412,O-P=-1589/2759,N-0=-2263/4179,M-N=-226314179,L-M=2223/4179,K-L=-2223/4179,J-K=-1511/2759,1-J=-127/411 WEBS B-O=-149/603,C-O=-223/610,D-O=-1318/817,D-M=0/262,F-M=0/262,F-K=-1318/817,G-K=-223/610,H-K=-150/603,B-P=3264/2156,H-J=3264/2156 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1100 Ib uplift at joint P and 1100 Ib uplift at joint J. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within N'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 verity 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 -0�- Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T11 Job Truss Truss Type Qty ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T12 ROOF TRUSS 1 Job Reference o tional Universal Forest Product9,lnc.,Burlington,NC 27215,F.Brads, 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:01 2004 Page 1 19-6-0 27-0-0 32-5-10 39-0-0 6-6-6 5-5-10 7-6-0 7-6-0 5-5-10 6-6-6 Scale=1:71. 5x10 M1118H= 4.00 12 2x3 TL20 I I 5x10 MI1181-1 C E 5x6 TL20 �. -- 5x6 TL20-:�z7 / W4 W4 F 1 / 2 W► Ln A / G in r 6 I� O O N M L K J I H 3x7 TL20= 3x10 MI118H= 3x8 TL20= 3x6 TL20= 3x7 TL20:::-- 3x7 L20=3x7 TL20% 3x6 TL20= 300 M1118H= 3x7 TL20� 2-2-12 39-0-0 ,2-0-0,, 12-0-0 19-6-0 27-0-0 36-9-4 37r0 O I 2-0-0 9-9-4 7-6-0 7-6-0 9-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets X Y: A:0-0-14 0-0-2 G:0-0-14 0-0-2 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.38 K-M >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.60 K-M >709 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.18 H n/a n/a BCDL 10.0 COdeFBC20011TP12002 (Matrix) Weight:192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-N,F-H REACTIONS (Ib/size) N=1833/0-5-8,H=1833/0-5-8 Max Horz N=-129(load case 6) Max UpliftN=-1085(load case 3),H=-1085(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-442/40,B-C=-3241/1766,C-D=-3679/2086,D-E=-3679/2086,E-F=3241/1766,F-G=-442/40 BOT CHORD A-N=0/462,M-N=-1715/2976,L-M=-1535/3022,K-L=-1535/3022,J-K=-1440(3022,1-J=-1440/3022,H-I=-1621/2976,G-H=0/461 WEBS B-M=0/395,C-M=0/311,C-K=-553/942,D-K=-588/514,E-K=-553/942,E-1=0/311,F-1=0/395,B-N=-3262/2283,F-H=-3262/2283 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1085 Ib uplift at joint N and 1085 Ib uplift at joint H. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSIITPI 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 2 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T12 Job Truss Truss Type Ply DURHAM BLDG/CRAWFORD/5-19-04/FB u•• 54012307 T13 ROOF TRUSS 2.,. 1 Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradsh Job Reference o tional 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:02 2004 Page 1 7-6-7 14-0-0 19-6-0 2500 31-5-9 39-0-0 7-6-7 6-5 9 5-6-0 5-6-0 6-5-9 7-6-7 Scale=1:72.5 5x6 TL20= 4.00 12 3x6 TL20= 5x6 TL20= C D E 5x8 TL20 5x8 TL20 B /� W 5 F W3 / W3 �n A G L 6 _ IC6 O O M L K J I H 3x10 TI-20= 2x3 TL20 11 5x10 TL20= 500 TL20= 2x3 TL20 11 3x10 TL20= 3x5 TL20% 3x5 TL20� 2-2-12 39-0-0 1 2-0-0 ii 7-6-7 14 0-0 25-0 0 31-5-9 36-9-4 37[0-0 2-0-0 5-3-11 6-5-9 11-0-0 6-5-9 5-3-11 0-2-12 0-2-12 2-0-0 Plate Offsets(R-,Y).—[A0-5-2,0-1-8], C:0-3-0 0-2-12 [E:0-3-0,0-2-12], - P:0-4-8,0-3-0], K:0-4-8 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.31 J-K >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.86 J-K >490 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.19 H n/a n/a BCDL 10.0 CodeFBC2001/fP12002 (Matrix) Weight:196 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-M,F-H REACTIONS (Ib/size) M=1833/0-5-8,H=1833/0-5-8 Max Horz M=150(load case 5) Max UpliftM=-1068(load case 3),H=-1068(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-211/46,B-C=-3084/1644,C-D=-2866/1630,D-E=-2866/1630,E-F—3084/1644,F-G=-211/47 BOT CHORD A-M=0/220,L-M=-1694/3134,K-L=-1694/3134,J-K=-1525/3081,1-J.1585/3134,H-I=-1585/3134,G-H=0/221 WEBS B-L=0/178,B-K=-356/420,C-K=-165/504,D-K=-511/350,D-J=-511/350,E-J=-165/504,F-J=-356/421,F-1=0/178,B-M=3330/1931,F-H=-3330/1933 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=2511;TCDL=4.2psf;BCDL=6.opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1068 Ib uplift at joint M and 1068 lb uplift at joint H. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSIITPI 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T13 Ii■J Job Truss Truss Typety Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T14 ROOF TRUSS 12 1 Universal Forestt Product�,InU.,Burlington,NC 27215,F.Bradshaw Job Reference o tional 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:21:03 2004 Page 1 8-0-0 _�!_16-0-0 23-0-0 31-0-0 39-0-0 8-0-0 8-0-0 7-0-0 8-0-0 8-0-0 Scale=1:72.5 4.00 12 5x10 MII18H= 500 Mill 8H:::: 3x8 TL20 D E 5x8 TL20% T3 3x8 TL20� 5x8 TL20-:�-- B C 5 F G 3 3 LO A H L O IM O P O N M L K J I 3x10 TL20= 2x3 TL20 11 3x10 M1118H= 3x8 TL20= 2x3 TL20 I I 3x10 TL20= 3x5 TL20% 3x6 TL20= 3x10 M1118H= 3x5 TL20� 2-2-12 39-0-0 23-0-0 31-0-0 36-9-4 37 O 2-0-0 5-9-4 8-0-0 7-0-0 8-0-0 5-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets X Y: A:0-5-2 0-1-8],[H:0-5-2,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.32 M-O >999 240 MII18H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.61 M-O >692 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.18 1 n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins. BOT CHORD 2 X 4 SYP No-2 BOT CHORD Rigid ceiling directly applied or 4-7-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-M,D-L,G-L,B-P,G-1 REACTIONS (Ib/size) P=1833/0-5-8,1=1833/0-5-8 Max Horz P=172(load case 5) Max UpliftP=-1048(load case 3),1=-1048(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-201/61,B-C=-2905/1495,C-D=-2810/1514,D-E=-2675/1521,E-F=-2810/1514,F-G=-2905/1494,G-H=-201/62 BOT CHORD A-P=0/194,O-P=-1687/3207,N-0=-1687/3207,M-N=-1687/3207,L-M=-1253/2675,K-L=-1562/3206,J-K=-1562/3206,1-J=-1562/3206,H-1=0/195 WEBS 6-0=0/281,B-M=-625/537,D-M=-89/403,D-L=-323/324,E-L=-87/403,G-L=-625/539,G-J=0/280,B-P=-3394/1881,G-I=-3393/1883 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1048 lb uplift at joint P and 1048 Ib uplift at joint I. 8)This truss design conforms with Florida Building Cade 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T14 F Truss Truss Type yPly DURHAMBLDG/CRAWFORD/5-19-04/FB2307 T15 ROOF TR 2 1 ersal Forest Fro ducts,inc.,Burlington,NC 27215,F.Bra Ar Job Reference o tional g 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:03 2004 Page 1 7-0-8 13-1-7 18-0-0 21-0-0 25-10-9 31-11-8 39-0-0 7-0-8 6-0-15 4-10-9 3-0-0 4-10-9 6-0-15 7-0-8 Scale=1:71. 5x6 TL20= 4.00 12 5x6 TL20::: 3x6 TL20� E F 3x8 TL20� -- 3x6 TL20 5x6 TL20� D T G 3x8 TL20 C H 5x6 TL20-:::- B W 4 W 3 2 W A J O I� O R Q P O N M L K 3x8 TL20= 3x10 MI11SH=3x6 TL20= 3x6 TL20= 3x8 TL20= 3x6 TL20 3x6 TL20= 3x6 TL20=3x10 MII18H= 3x6 TL20� 2-2-12 39-0-0 2 � 10-3-9 18-0-0 21-0 0 28-8-7 T 36-9- 3!4 Q 2-0-0 8-0-13 7-8-7 3-0-0 7-8-7 8-0-13 0-2-12 0-2-12 2-0-0 FBCDL DING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP L 30.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.38 O-Q >999 240 M1118H 195/188 L 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.64 O-Q >660 180 TL20 2451193 L 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.17 K n/a n/a 10.0 CodeFBC2001/fP12002 (Matrix) Weight:199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-12 oc bracing, WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-R,I-K REACTIONS (lb/size) R=1833/0-5-8,K=183310-5-8 Max Horz R=-193(load case 6) Max UpliftR=-1026(load case 3),K=-1026(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-293/118,B-C=-3241/1609,C-D=-3165/1624,D-E=-2587/1323,F-G=-2587/1323,G-H=-3165/1624,H-I=-3241/1609,1-J=-293/118,E-F=-2406/1296 BOT CHORD A-R=-38/356,Q-R=-1668/3084,P-Q=-1389/2875,O-P=-1389/2875,N-0=991/2406,M-N=-1247/2875,L-M=-1247/2875,K-L=-1526/3084,J-K=-38/356 WEBS B-Q=-154/320,D-Q=-87/316,D-O=-757/566,E-0=-240/529,G-N=-757/567,G-L=-88/316,I-L=-154/320,8-R=-3381/2057,I-K=-3381/2057,F-N=-240/529 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1026 Ib uplift at joint R and 1026 Ib uplift at joint K. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard r� Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 ft ontractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T15 Universal Forest Products Re: 54012124 Durham Building Materials Crawford 1065 Ocean Blvd. 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: 54012124 F1 54012124 F2 54012124 F3 54012124 F4 54012124 F5 54012124 F6 54012124 F7 54012124 GD3 54012124 KW1 54012124 KW2 Loading(psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28,2005 5/20/2004 Joh Presley License#655886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s)listed and attached. The suitability and use of each component for any particular building is the responsibil&y of the building designer,per ANSI/TPI-2002 Sec.2. Eastern Division 5631 South NC 62 Burlington, NC 27215 '1'el: (336) 226-9356 Fax: (336) 476-9146 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-18-04/FB 54012124 F1 FL�F ) 1 Job Reference o tional Universal Forest Prodpcts,lnc.,Burlington,NC 27215, aw 7200s Sep 30 2003 MiTek Industries,Inc. Thu May 2014:55:38 2004 Page 1 0-8-4 Tom- Scale=1:31. 5x5 TL20= 3x3 TL20 11 3x3 TL20= 3x3 TL20= 3x3 TL20= 5x4 TL20= 5x4 TL20= 3x4 TL20= 3x6 TL20 FP= 1.5x3 TL20 11 3x3 TL20= 1.5x3 TL20= A B C D E F G H I J K W 2 200 1 13 W 1 V U T S R Q P O N M L 3x3 TL20 11 3x6 TL20= 3x6 TL20 FP= 1.50 TL20 11 3x3 TL20= 3x3 TL20= 3x3 TL20= 5x4 TL20= 3x4 TL20= 30 TL20= 5x4 Tj L?-01�_-, 3-0-0 9-4-0 11-4-0 17-8-0 17-8-0 Plate Offsets X Y: A:0-2-0 Ed a K:0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.08 N-0 >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.12 N-0 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 L n/a n/a BCDL 5.0 CodeFBC2001/fP12002 (Matrix) Weight:113 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, Except: 6-0-0 oc bracing:T-U,S-T. REACTIONS (Ib/size) V=-218/Mechanical,L=719/0-8-0,T=1408/0-3-8 Max UpliftV=-371(load case 4) Max Grav V=163(load case 5),L=720(load case 3),T=1488(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-V=-160/374,L-W=-715/0,K-W=714/0,A-B=-44/188,B-C=-13/798,C-D=-13/798,D-E=-487/0,E-F=-1006/0,F-G=-1006/0,G-H=-1254/0,H-I=-1254/0, I-J=-1002/0,J-K=-365/0 BOT CHORD U-V=-O/0,T-U=-351175,S-T=-3191263,R-S=0/778,0-R=0/778,P-0__0/1254,O-P=0/1254,N-0=0/1201,M-N=01775,L-M=0/24 WEBS G-P=-6/119,H-O=-136/0,1-0=0/213,I-N=-358/0,J-N=0/410,J-M=-73810,K-M=0/714,G-0=-433/0,E-0=01413,E-S=-711/0,D-S=01744,D-T=-983/0, C-T=-104/0,B-T=-757/0,B-U=-92/474,A-U=-472/110 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 371 Ib uplift at joint V. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification valid only when truss is fabricated by a UFPI operated plant.Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 7)THA426:LEFT end may be attached to 2 or more ply top chord of 24"maximum depth flat truss girder with Simpson THA426 or equal.Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11310 Customer Name: DURHAM BUILDING,MATERIALS Shop No: 54012124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:54012124F1 u®■ Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-18-04/FB 54012124 F2 FLOOR 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Br 200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 11:05:26 2004 Page 1 Q-3100-118 , 1-30 2-0-0 _00-11-8-8g-310 Scale=1:25.4 5x5 TL20= 1.5x3 TL20 11 1.5x3 TL20 11 5x4 TL20= A B C D E F G H Q C W1 S=No W Ri N M L K J 5x4 TL20= 5x4 TL20= 1-2-8 3-8-8 6-2-8 8 5-8 10-11-8 13-5-8 14-8-0 1-- 14-8-0 Plate Offsets X Y: A:0-2-0 Ed a H:0-1-8 Ed a Q:0-1-8 0-0-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.09 M-N >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.48 Vert(TL) -0.11 M-N >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 1 n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (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 (Ib/size) P=793/0-3-8,1=787/0-8-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-P=-789/0,1-Q=-783/0,H-Q=-78310,A-B=-404/0,B-C=-1124/0,C-D=-1505/0,D-E=1505/0,E-F=-150510,F-G=-1124/0,G-H.405/0 BOT CHORD O-P=-O/0,N-0=0/858,M-N=0/1372,L-M=0/1505,K-L=0/1373,J-K=0/857,1,1=0/26 WEBS H-J=01793,A-0=0/806,G-J=-814/0,B-O=-81810,G-K=01481,B-N=0/480,F-K=-449/0,C-N=-447/0,F-L=01423,D-M=-258/0,E-L=-258/0,C-M=0/423 NOTES (5) 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)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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:54012124F2 Job Truss Truss Type Ply DURHAM BLDG/CRAWFORD/5-18-04/FB 54o12124 F3 FLOOR 9 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 302003 MiTek Industries,Inc. Thu May 20 14:55:39 2004 Page 1 0-11-12 4-3i0 0-11-12 , 1-3-0 Scale=1:25. 3x3 TL20= 3x3 TL20= 5x4 TL20= 5x5 TL20= 3x3 TL20= 1.5x3 TL20 11 1.5x3 TL20 11 3x3 TL20= 1.5x3 TL20= A B C D E F G H Q 2 W W 2-0-0 31.11 P O N M L K J 3x3 TL20 11 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 5x4 TL20= 5x4 TL20= 6-1-0 8-2-8 14-5-0 14-5-0 Plate Offsets X Y: A:0-2-0 Ede H:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.09 K-L >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.12 K-L >999 240 BCLL 0.0 Rep Stress fncr YES WB 0.32 Horz(TL) 0.02 1 n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight:89 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 (Ib/size) P=779/Mechanical,1=773/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-P=-775/0,1-0=-769/0,H-Q=-769/0,A-B=-411/0,B-C=-1042/0,C-D—1453/0,D-E=-1453/0,E-F=-1453/0,F-G=-1099/0,G-H=-397/0 BOT CHORD O-P=0/0,N-0=0/766,M-N=0/1304,L-M=0/1453,K-L=0/1337,J-K=0/840,1-J=0/26 WEBS E-L=-244/0,D-M=-265/0,H-J=0/776,G-J.799/0,G-K=0/467,F-K=-429/0,F-L=-11/397,C-M=0/438,C-N=-471/0,B-N=0/498,B-O=-767/0,A-0=0/810 NOTES (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)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. 4)CAUTION,Do not erect truss backwards. 5)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6)THA426:left end may be attached to 2 or more ply top chord of 24"maximum depth flat truss girder with Simpson THA426 or equal.Follow Simpson instructions for installation. LOAD CASE(S) Standard a /Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:540121124F3 gni Job Truss Truss Type Ply DURHAMBLDG/CRAWFORD/5-18-04/FB 54012124 F4 FLOOR 6 1 AW Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu May 20 14:55:39 2004 Page 1 Q-3-0 1-3-0 1-10-0 018 Scale=1:17.8 3x3 TL20= 3x5 TL20= 3x3 TL20= 1.50 TL20 11 1.50 TL20 11 3x3 TL20= 1.5x3 TL20= A B C D E F M Ell Ell L K J I H 3x3 TL20 11 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x3 TL20= 4-0-0 6-1-0 10-1-0 10-1-0 Plate Offsets X Y: A:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.03 H-1 >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.04 H-1 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 G n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight:64 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 (Ib/size) L=541/Mechanical,G=535/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-L=-536/0,G-M=531/0,F-M=-530/0,A-B=314/0,B-C=-692/0,C-D=-692/0,D-E=-692/0,E-F=315/0 BOT CHORD K-L=-O/0,J-K=0/584,IJ=0/692,H-1=0/583,G-H=0/18 WEBS F-H=0/518,A-K=0/531,E-H=-483/0,B-K=-488/0,E-1=0/305,B-J=0/305,CJ=-189/0,D-1=-190/0 NOTES (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)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. 4)CAUTION,Do not erect truss backwards. 5)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6)THA426:left end may be attached to 2 or more ply top chord of 24"maximum depth flat truss girder with Simpson THA426 or equal.Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:54012124F4 an■ Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-18-04/FB 54012124 F5 FLOOR 2 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Brads , 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu May 2014:55:40 2004 Page 1 0-8-12 0iQ 310 -8-12 1-3-0 , :10 4 2-0-0 1-2-4 --r�� Scale=1:35. 3x3 TL20= 5x5 TL20= 5x6 TL20= 3x4 TL20= 1.5x3 TL20 11 5x5 TL20= 5x4 TL20= 3x4 TL20= 1.50 TL20 11 3x6 TL20 FP= 3x3 TL20= 3x3 TL20= 2x5 TL20T1 TP = A B C D E F G H I J K L VP 2 W, 4 W1 W1 W Y 1 EB32 \/\ X W V U T S R Q P O N M 3x3 TL20 11 3x6 TL20= 3x6 TL20 FP= 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x5 TL20= 5x4 TL20= 5x4 TL20= 3x4 TL20= 3x4 TL20= 5x4 TL20= 3-1-0 9-2-4 10-3-12,11-2-4 12-6-12 , 20-4-8 20-4-8 Plate Offsets X Y: A:0-2-0 Edge], L:0-2-0 Ed a R:0-1-8 Edge], :0-1-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.19 P-Q >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.30 P-Q >690 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 M n/a n/a BCDL 5.0 CodeFBC20011TPI2002 (Matrix) Weight:130 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, Except: 6-0-0 oc bracing:V-W,U-V. REACTIONS (Ib/size) X=-88/Mechanical,M=889/0-3-8,V=1400/0-3-8 Max UpliftX=-263(load case 4) Max GravX=217(load case 5),M=889(load case 3),V=1417(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-X=-214/266,M-Y=-887/0,L-Y=-870/0,A-B=-69/151,B-C=-91/649,C-D=-363/275,D-E=-1054/0,E-F=-1850/0,F-G=-1850/0,G-H=-1850/0,H-I=-1850/0, I-J=-1880/0,J-K=-1424/0,K-L=-607/0 BOT CHORD W-X=0/0,V-W=-284/122,U-V=-649/91,T-U=0/685,S-T=0/1464,R-S=0/1464,Q-R=0/1850,P-0-0/1974,O-P=0/1730,N-0=0/1112,M-N=0/59 WEBS C-V=-1056/0,B-V=-617/0,B-W.146/368,A-W=-364/166,F-R=-411/0,G-0=-82/110,C-U=0/1000,D-U=1030/0,D-T=0/704,E-T=-740/0,E-R=0/712, I-Q--289/92,I-P=-171/0,J-P=0/269,J-0=-551/0,K-0=0/563,K-N=-910/0,L-N=0/956 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 Ib uplift at joint X. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Truss shall be fabricated per ANSVTPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 7)THA426:left end may be attached to 2 or more ply top chord of 24"maximum depth flat truss girder with Simpson THA426 or equal.Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:54012124F5 Job Truss Truss Type Qt Ply DURHAM BLDG/CRAWFORD/5-18-04/FB 54012124 F6 FLOOR000" 6 1 Job Reference(optional) Universal Forest Products,Inc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu May 20 14:55:41 2004 Page 1 200 Scale=1:36, 3x3 TL20= 3x3 TL20= 1.50 TL20 11 5x7 TL20= 5x8 TL20= 5x4 TL20= 3x3 TL20= 1.5x3 TL20 11 3x6 TL20 FP= 3x3 TL20= 5x4 TL20= 5x6 TL20= A B C D E F G H I J K 2 1 1 W W 1 V U T S R Q P O N M L 7x6 TL20 11 5x4 TL20= 3x6 TL20 FP= 3x3 TL20= 3x3 TL20= 5x4 TL20= 3x6 TL20= 5x4 TL20= 3x3 TL20= 3x3 TL20= 5x4 TL20= 00 9-3-12 10-5-411-3-1� 12-8-4 , 20-7-8 20-7-8 Plate Offsets X Y: A:0-2-0 Ed a K:0-2-8 Ed a :Ed a 0-3-0 :0-1-8,0-1-p LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.66 Vert(LL) -0.20 O-P >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.82 Vert(TL) -0.29 O-P >851 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.07 L n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight:132 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 (Ib/size) V=1121/0-8-0,L=1114/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-V=-1114/0,L-W=-1107/0,K-W=-1059/0,A-B=-833/0,B-C=-1935/0,C-D=-2639/0,D-E=3023/0,E-F=-3023/0,F-G=3023/0,G-H=-3023/0,H-I=-2639/0, I-J=-1935/0,J-K=-834/0 BOT CHORD U-V=-O/0,T-U=0/1486,S-T=0/2368,R-S=0/2893,Q-R=0/2893,P-0=0/3023,O-P=0/2893,N-0=0/2369,M-N=0/1484,L-M=0/37 WEBS E-Q=-325/25,F-P=-325/24,C-T.780/0,C-S=0/4881 D-S=-457/0,D-Q=-127/549,H-P=-127/549,H-O=-457/0,1-0=0/488,I-N=-782/0,J-N=0/813,J-M=-1172/0 ,K-M=0/1276,B-T=0/811,B-U=-1176/0,A-U=0/1302 NOTES (5-6) 1)Unbalanced floor five 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)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 watts at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6)THA426:left end may be attached to 2 or more ply top chord of 24"maximum depth flat truss girder with Simpson THA426 or equal.Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11310 Customer Name: DURHAM BUILDING an Shop No: 54012124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:54012124F6 Job Truss Truss Type Ply DURHAM BLDG/CRAWFORD/5-18-04/FB 54012124 F7 FLOOR - •" g 1 Job Reference(optional) Universal Forest Products,inc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu May 2014:55:41 2004 Page 1 1-1-12 03rr0 Scale=1:35. 3x3 TL20= 5x5 TL20= 3x3 TL20= 1.5x3 TL20 11 2x5 TL20= 5x4 TL20= 3x3 TL20= 1.5x3 TL20 11 3x6 TL20 FP= 3x3 TL20= 5x4 TL20= 5x5 TL20= A B C D E F G H I J K W2 1 1 BW 101 82 V U T S R Q P O N M L 3x5 TL20= 5x4 TL20= 3x6 TL20 FP= 3x3 TL20= 3x3 TL20= 5x4 TL20= 3x3 TL20 11 5x4 TL20= 3x3 TL20= 3x3 TL20= 5x4 TL20= 18-9-4 20-2-8 20-2-8 Plate Offsets X Y: A:0-2-0Ed a K:0-2-0 Ed a :0-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.19 Q-S >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.27 Q-S >875 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 L n/a n/a BCDL 5.0 CGdeFBC2001/TP12002 (Matrix) Weight:122 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 (Ib/size) V=1085/0-8-0,L=1098/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD V-W=-1082/0,A-W=-1061/0,K-L=-1092/0,A-B=-735/0,B-C=-1825/0,C-D=-2526/0,D-E=-2900/0,E-F=-2900/0,F-G=-2900/0,G-H=-2900/0,H-I=-2507/0, I-J=-1796/0,J-K=-693/0 BOT CHORD U-V=0/72,T-U=0/1374,S-T=0/2259,R-S=0/2775,Q-R=0/2775,P-0--0/2900,O-P=0/2763,N-0=0/2235,M-N=0/1339,L-M=0/0 WEBS F-P=-324/15,E-Q=-317/22,K-M=0/1208,J-M=-1165/0,J-N=0/823,I-N=-792/0,1-0=0/491,H-O=-462/0,H-P=-111/547,D-Q=-124/534,D-S=-449/0, C-S=0/481,C-T=-782/0,B-T=0/812,B-U=-1151/0,A-U=0/1182 NOTES (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)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. 4)CAUTION,Do not erect truss backwards. 5)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing, Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6)THA426:right end may be attached to 2 or more ply top chord of 24"maximum depth flat truss girder with Simpson THA426 or equal.Follow Simpson instructions for installation. LOAD CASE(S) Standard n Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012`124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:54012124F7 Job Truss Truss Type Ply DURHAM BLDG/CRAWFORD/5-18-04/FB 54012124 GD03 FLAT 1 3 Job Reference o tional Universal Forest Prodpcts,lnc.,Burlington,NC 27215,F.Br w 5.200 s Sep 30 2003 MiTek Industries,Inc. Thu May 2014:55:42 2004 Page 1 4-3-4 —8-4-12 12-6-4 16-9-8 4-3-4 4-1-8 4-1-8 4-3-4 Scale=1:30.2 5x10 TL20= 5x4 TL20= 2x5 TL20 11 5x4 TL20= 5x10 TL20= A B C D E 2 2 W W Qo N J I H G 3x6 TL20 11 5x10 TL20= 7x16 TL20= 5x10 TL20= 3x4 TL20 11 4-3-4 8-4-12 12-6-4 16-9-8 4-3-4 4-1-8 4-1-8 4-3-4 Plate Offsets X Y: [F:0-2-0,0- -8 [G:0-3-8,0-2-8], 1-1:0-7-4 Ed a [1:0-3-8,0-2-81, J:0-3-0 0-0-LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.26 H >754 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.41 H >483 240 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.06 F n/a n/a BCDL 5.0 CodeFBC2001/T'P12002 (Matrix) Weight:292 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, excep BOT CHORD 2 X 4 SYP SS end verticals. WEBS 2 X 4 SYP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3 2 X 4 SYP No.3,W32X4SYP No.3,W32X4SYP No.3 REACTIONS (Ib/size) J=7723/0-3-8,F=7723/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-J=-7514/0,A-B=-14922/0,B-C=-19943/0,C-D=-19943/0,D-E=-14922/0,E-F=-7514/0 BOT CHORD I.J=0/994,H-1=0/14922,G-H=0/14922,F-G=0/994 WEBS B-I=-5683/0,C-H=-3817/0,D-G=-5683/0,A-1=0/14969,B-H=0/5396,D-H=0/5396,E-G=0/14969 NOTES (8) 1)3-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-2 rows at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 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 t distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 7)Girder carries tie-in span(s):14-5-0 from 0-0-0 to 16-9-8;20-2-8 from 0-0-0 to 16-9-8 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 1)Regular:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:F-J=-10,A-E=-926 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:54012124GD03 Job Truss Truss Type Ply DURHAMBLDG/CRAWFORD/5-18-04/1`6 54012124 KW1 FLOOR 1 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1911:05:31 2004 Page 1 Scale=1:29.7 3x6 TL20 FP= A B C D E F G H I J K L M N O AE AD 1 Sil S11 Sil S11 S11 Sil Sil Sil Sil S11 S11 1 1-4-0 3x3 TL20= 3x3 TL20= 3x3 TL20= 3x6 TL20 FP= 16-10-0 16-10-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stresslncr NO WB 0.13 Horz(TL) 0.00 P n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight:91 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) AC=201/16-10-0,P=116/16-10-0,AB=589/16-10-0,AA=580/16-10-0,Z=580/16-10-0,Y=580/16-10-0,X=580/16-10-0,W=579/16-10-0, V=581/16-10-0,U=579/16-10-0,T=582/16-10-0,S=573/16-10-0,R=607/16-10-0,Q=434/16-10-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD AC-AD=-200/0,A-AD=200/0,P-AE=-93/0,O-AE=93/0,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=-17/0,H-1=-17/0,I-J=-17/0 J-K=-17/0,K-L=-17/0,L-M=-17/0,M-N=-17/0,N-0=-17/0 BOT CHORD AB-AC=0/11,AA-AB=0/11,Z-AA=0/11,Y-Z=0/11,X-Y=0/11,W-X=0/11,V-W=0/17,U-V=0/17,T-U=0/17,S-T=0/17,R-S=0/17,Q R=0/17,P-Q=0/17 WEBS B-AB=-570/0,C-AA=-568/0,D-Z=-566/0,E-Y=-567/0,F-X=-567/0,G-W=-566/0,H-V=-567/0,J-U=-566/0,K-T=-568/0,L-S=-561/0,M-R=-590/0,N-0--446/0 NOTES (7) 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)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 valid only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:P-AC=-10,A-0=-425 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:54012124KW1 iu Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD!5-18-04/FB 54012124 KW2 FLOOR 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Brads aw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1911:05:32 2004 Page 1 Scale=1:31. 3x6 TL20 FP= A B C D E F G H I J K L M N O P T1 TP AF AG S 1 S 1 S11 S 1 S 1 S 1 S 1 S 1 S 1 S 1 S11 S 1 1-4-0 { 1 CN AE AD AC AB AA Z Y X W V U T S R Q 3x3 TI-20= 3x6 TL20 FP= 3x5 TL20= f _ 17-8-0 17-8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 Q n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight:96 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) AE=240/17-8-0,Q-322/17-8-0,AD=540/17-8-0,AC=591/17-8-0,AB=577/17-8-0,AA=581/17-8-0,Z=579/17-8-0,X=577/17-8-0,W=580/17-8-0, V=580/17-8-0,U=579/17-8-0,T=583/17-8-0,S=567/17-8-0,R=631/17-8-0 Max Horz AE=31(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD AE-AF=-221/0,A-AF=-220/0,Q-AG=0/68,P-AG=0/68,A-B=-31/0,B-C=-31/0,C-D=-31/0,D-E=-31/0,E-F=-31/0,F-G=-31/0,G-H=-31/0,H-1=-31/0,I-J=31/0, J-K=-31/0,K-L=-31/0,L-M=-31/0,M-N=-31/0,N-0=-31/0,O-P=-3/0 BOT CHORD AD-AE=-O/0,AC-AD=-O/0,AB-AC=-O/0,AA-AB=-O/0,Z-AA=-O/0,Y-Z=0/0,X-Y=0/31,W-X=0/31,V-W=0/311 U-V=0/311 T-U=0/31,S-T=0/31,R-S=0/31, Q-R=0/31 WEBS B-AD=-545/0,C-AC=-573/0,D-AB=-565/0,E-AA=-567/0,F-Z=-567/0,G-X=-567/0,H-W=-567/0,J-V=-567/0,K-U=-566/0,L-T=-569/0,M-S=-555/0, N-R=-610/0,O-Q--389/0 NOTES (7) 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)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 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:Q-AE=-10,A-P=-425 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012124 Contractor/Job: CRAWFORD Date Req:05/25/2004 Draw No:54012124KW2 Building, Planning & Zoning ` Inspection CITY OF LANTIC BEACH Department CERTIFICATE OF OCCUP CY WORKSHEET Date Requested: '=�_ �3 Q S Contractor Name: S Ia�V"Y'l tf-1 ', Permit#: o� Property Address: Ou S Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: / S` d Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. ----- — -- Public Works 2 y_41, a _ _ 0 _ .� , 0-5— R tC[t Public Utilities1J- Planning Dept. Building Dept. Final Survey with FFE [ Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No SHOFXNER IND LEE GRATTON 26 May 2004 8:52 am SUITE 208 7563 PHILLIPS HWY , JACKSONVILLE, FL. 32256- (888)667-7600 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version:4.0 Project: DURHAM CRAWFORD.FBD Mark# : BEAM #2 FLOOR BEAM Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= 1_/240 Composite Action : No 3.5",565 psi 3.5",565 psi 12,0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 12'0" TO"s.c.-FLOOR Uniform(plf) 16 0 0 0 12'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 590 590 Max 100% 360 360 Min R'n 230 230 Min 100% 360 360 DL R'n 230 230 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 428 1 0-2" 21 11970 100% 0.04 M(ft-lbs) 1771 1 6-0" 21 44416 100% 0.04 LtRn(lbs) 590 0 0'0" 21 6921 100% 0.09 See Note#5 RtRn(lbs) 590 0 12'0" 21 6921 100% 0.09 See Note#5 LLDefl(in.) 0.01 1 6-0" 21 0.40 U14537 TLDefi(in.) 0.02 1 6'0" 21 0.60 U8864 USE: GPLAM 2.0E 1.75x18.00"2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D, 20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+1155/o/2+133%, 110=D+Commercial Ld(100%) 13. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). SHOFFNER IND LEE GRATTON 26 May 2004 8:52 am "SUITE 208 7563 PHILLIPS HWY , JACKSONVILLE, FL. 32256- (888)667-7600 FASTBeam@ Engineering AnaLsis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Project : DURHAM CRAWFORD.FBD Mark# : BEAM#1 FLOOR BEAM Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defi : LL= L/360 TL= L/240 Composite Action : No 8.0",565 psi 8;0",565 psi 15 6° LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf;Roof.Live=20 psf,Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 80 0 100% 0 010" 15'8" WALL 2 Span Carried(psf) 55 40 100% 0 0101, 15'8" 10'4"s.c.-FLOOR 3 Span Carried(psf) 40 20 125% 0 0101, 15'8" 360"s.c.-ROOF Uniform(plf) 16 0 0 0 15'8" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 8463 8463 Max 100% 1622 1622 Max 125% 2742 2742 Min R'n 4100 4100 Min 100% 1622 1622 Min 125% 2742 2742 DL R'n 4100 4100 Min Brg(in.) 4.28 4.28 [Based on bearing stress below) Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6482 1 11101. 71 14962 125% 0.43 M(ft-lbs) 33147 1 7'10" 71 55520 125% 0.60 LtRn(ibs) 8463 0 0101, 71 15820 100% 0.53 See Note#5 RtRn(ibs) 8463 0 15'8" 71 15820 100% 0.53 See Note#5 LLDefl(in.) 0.25 1 7'10" 71 0.52 1_/765 TLDefl(in.) 0.48 1 7'10" 71 0.78 0394 USE: GPLAM 2.0E 1.75x18.00"2 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction Is based on the combination of loads$duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load Is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%./2, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL 0 for DL) SHOFFNER IND LEE GRATTON 26 May 2004 8:54 am SUiTi=208 7563 PHILLIPS HWY , JACKSONVILLE, FL. 32256- (888)667-7600 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version:4.0 Project : DURHAM CRAWFORD.FBD Mark# : BEAM#3 FLOOR BEAM Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL=L/360 TL=L1240 Composite Action : No 3.5".565 psi 3.5",565 psi 10,7„ LOADS Project Design Loads:Floor:Live=40 psi,,Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(lbs) 590 429 100% 0 3151. BEAM#2 Uniform(pif) 16 0 0 0 10'7" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 486 277 Max 100% 291 139 Min R'n 196 139 Min 100% 291 139 DL R'n 196 139 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 459 1 0'2" 21 11970 100% 0.04 M(ft-lbs) 1566 1 3-5" 21 44416 100% 0.04 LtRn(lbs) 486 0 010. 21 6921 100% 0.07 See Note#5 RtRn(lbs) 277 0 10'7" 21 6921 100% 0.04 See Note#5 LLDefl(in.) 0.01 1 5131, 21 0.35 U22443 TLDefl(in) 0.01 1 5'3" 21 0.53 L/13355 USE: GPLAM 2.0E 1.75x1$.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%•/2+133%, 110=D+Commercial Ld(100%) 13 Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL 0 for DL). SHOFFNER IND LEE GRATTON 26 May 2004 9:01 am SUITS 208 7563 PHILLIPS HWY , JACKSONVILLE, FL. 32256- (888)667-7600 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version:4.0 Project: DURHAM CRAWFORD.FBD Mark# : BEAM#4 FLOOR BEAM Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defi : LL=LI360 TL= 0240 Composite Action : No Ll LJ 3.5",565 psi 8,0",565 psi 3.5",565 psi 20'8" 14'4" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf;Roof:Live=20 psf,Dead=20 psf Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Partial(pif) 80 0 100% 0 0'0" 35'0" WALL 2 Span Carried(psf) 55 40 100% 0 0101, 360" 12'0"s.c.-DECK FLOOR 3 Span Carried(psf) 40 20 125% 0 0101, 35-0" 4'0"s.c.-ROOF Uniform(plf) 25 0 0 0 35'0" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 1 * 2 3 SUPPORTS(Ibs) 1 2 3 Max R'n 4445 11472 2826 Max 100% 2127 5350 1550 Max 125% 354 892 258 Min R'n 1826 5230 423 Min 100% -118 2008 -509 Min 125% -20 335 -85 DL R'n 1964 5230 1017 Min Brg(in.) 1.50 3.87 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4925 1 20'4" 21 17955 100% 0.27 M(ft-lbs) 19251 1 20'8" 21 66624 100% 0.29 LtRn(lbs) 4445 0 0101, 72 10382 100% 0.43 See Note#5 RtRn(ibs) 2826 0 35'0" 73 10382 100% 0.27 See Note#5 IntRn(lbs) 11472 0 20'8" 71 23730 100% 0.48 See Note#5 LLDefl(in.) 0.16 1 10'3" 72 0.69 U1535 TLDefl(in.) 0.28 1 10'3" 72 1.03 L/898 LLDefl(in") 0.05 2 7'3" 73 0.48 03653 TLDefl(in.) 0.06 2 7'3" 73 0.72 L/3048 USE: GPLAM 2.0E 1.75x18.00" 3 Plies Grade,Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 4/40 Ocean Blvd,Atlantic Beach, FI, 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 2795.0 20.04 10082.1 Double, Clear W 10.0 8.0 12.0 38.52 0.48 220.9 Double,Clear S 4.0 6.0 18.0 35.87 0.59 381.0 Double,Clear S 2.0 14.0 9.0 35.87 0.97 312.1 Double,Clear S 2.0 14.0 9.0 35.87 0.97 312.1 Double,Clear E 12.0 8.0 102.0 42.06 0.43 1857.5 Double, Clear S 20.0 8.0 60.0 35.87 0.44 942.9 Double,Clear E 2.0 19.0 54.0 42.06 0.99 2258.7 Double, Clear N 2.0 20.0 72.0 19.20 0.99 1374.3 Double,Clear N 2.0 6.0 9.0 19.20 0.90 155.5 Double,Clear S 2.0 8.0 39.0 35.87 0.86 1197.6 Double,Clear E 2.0 8.0 56.0 42.06 0.91 2150.0 Double,Clear N 2.0 8.0 51.0 19.20 0.94 919.1 Double,Clear W 2.0 8.0 36.0 38.52 0.91 1266.7 As-Built Total: 527.0 13348.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 311.0 0.70 217.7 Concrete, Int Insul, Exterior 6.0 1117.0 0.85 949.5 Exterior 2200.0 1.70 3740.0 Frame,Wood,Adjacent 19.0 311.0 0.40 124.4 Frame,Wood,Exterior 19.0 1083.0 0.90 974.7 Base Total: 2511.0 3957.7 As-Built Total: 2511.0 2048.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 78.0 6.10 475.8 Exterior 78.0 6.10 475.8 Adjacent Wood 19.0 2.40 45.6 Base Total: 97.0 521.4 As-Built Total: 97.0 521.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1615.0 1.73 2793.9 Under Attic 30.0 1615.0 1.73 X 1.00 2793.9 Base Total: 1615.0 2793.9 As-Built Total: 1615.0 2793.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 183.0(p) -37.0 -6771.0 Raised Wood, Stem Wall 19.0 115.0 -1.50 -172.5 Raised 115.0 -3.99 -458.9 Slab-On-Grade Edge Insulation 0.0 183.0(p -41.20 -7539.6 Base Total: -7229.9 1 As-Built Total: 298.0 -7712.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 4140 Ocean Blvd, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2795.0 10.21 28536.9 2795.0 10.21 28536.9 Summer Base Points: 38662.3 Summer As-Built Points: 39537.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 39537.4 0.600 (1.000 x 1.147 x 0.95) 0.341 0.902 8721.8 39537.4 0.400 (1.090 x 1.147 x 1.05) 0.341 0.902 5814.5 38662.3 0.4266 16493.3 39537.4 1.00 1.194 0.341 0.902 14536.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeOlHaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 4140 Ocean Blvd,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT FGLASSESditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2795.0 12.74 6409.5 Double,Clear W 10.0 8.0 12.0 20.73 1.19 296.2 Double,Clear S 4.0 6.0 18.0 13.30 2.06 494.2 Double,Clear S 2.0 14.0 9.0 13.30 1.01 120.6 Double, Clear S 2.0 14.0 9.0 13.30 1.01 120.6 Double,Clear E 12.0 8.0 102.0 18.79 1.39 2664.3 Double, Clear S 20.0 8.0 60.0 13.30 3.61 2880.1 Double,Clear E 2.0 19.0 54.0 18.79 1.01 1021.5 Double,Clear N 2.0 20.0 72.0 24.58 1.00 1769.2 Double,Clear N 2.0 6.0 9.0 24.58 1.00 222.2 Double,Clear S 2.0 8.0 39.0 13.30 1.12 579.6 Double, Clear E 2.0 8.0 56.0 18.79 1.04 1089.7 Double,Clear N 2.0 8.0 51.0 24.58 1.00 1256.5 Double,Clear W 2.0 8.0 36.0 20.73 1.02 763.7 As-Built Total: 527.0 13278.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 311.0 3.60 1119.6 Concrete, Int Insul, Exterior 6.0 1117.0 5.15 5752.5 Exterior 2200.0 3.70 8140.0 Frame,Wood,Adjacent 19.0 311.0 2.20 684.2 Frame,Wood,Exterior 19.0 1083.0 2.20 2382.6 Base Total: 2511.0 9259.6 As-Built Total: 2511.0 8819.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 78.0 12.30 959.4 Exterior 78.0 12.30 959.4 Adjacent Wood 19.0 11.50 218.5 Base Total: 97.0 1177.9 As-Built Total: 97.0 1177.9 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1615.0 2.05 3310.8 Under Attic 30.0 1615.0 2.05 X 1.00 3310.8 Base Total: 1615.0 3310.8 As-Built Total: 1615.0 3310.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 183.0(p) 8.9 1628.7 Raised Wood,Stem Wall 19.0 115.0 0.80 92.0 Raised 115.0 0.96 110.4 Slab-On-Grade Edge Insulation 0.0 183.0(p 18.80 3440.4 Base Total: 1739.1 1 As-Built Total: 298.0 3532.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®lFIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 4140 Ocean Blvd,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2795.0 -0.59 -1649.0 2795.0 -0.59 -1649.0 Winter Base Points: 20247.8 Winter As-Built Points: 28469.8 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) 28469.8 0.600 (1.000 x 1.169 x 0.95) 0.480 0.902 8880.2 28469.8 0.400 (1.069 x 1.169 x 1.05) 0.480 0.902 5920.1 20247.8 0.6274 12703.5 28469.8 1.00 1.199 0.480 0.902 14800.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 4/40 Ocean Blvd, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 66.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Paints 16493 12703 10984 40181 1 14536 14800 10622 39959 PASS pyo zgE sTAr °�n Iil a f�COD WB EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 4/40 Ocean Blvd,Atlantic Beach, Fl, 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 TIC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a t Type sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFI;� have combustion air. \ 6A-22 OTHER PRESCRIPTIVE_MEASURES (must met or exceeded-by all residences._ - - - -. COMPONENTS SECTION REQUIREMENTS ECK 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 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 11 604.1,602.1 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* = 82.5 The higher the score,the more efficient the home. Crawford, 4/40 Ocean Blvd, Atlantic Beach, Fl, 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: 10.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:24.0 kBtu/hr 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area(ft2) 2795 112 c. N/A _ 7. Glass area&type Single Pane Double Pane _ _ a. Clear-single pane 0.0 ft2 527.0 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 ft2 0.0 ft2 _ HSPF:7.10 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:24.0 kBtu/hr 8. Floor types _ HSPF:7.10 _ a. Raised Wood,Stem Wall R=19.0, 115.0ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0, 183.0(p)ft c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:66.0 gallons _ a. Concrete,Int Insul,Exterior R=6.0, 1117.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=19.0,31 1.0 ft2 _ b. N/A _ c. Frame,Wood,Exterior R=19.0, 1083.0 ft2 _ 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, 1615.0 ft2 _ 15. HVAC credits MZ-C,PT,MZ-H _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b. Sup: Une. Ret:Unc. AH(Sealed):Attic Sup. R=6.0, 125.0 ft MZ-11-Multizone heating) 1 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) �IT1iE ST4T� in this home before final inspection. Otherwise, a new EPL Display Card will be completed y based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: f�GoD W.E *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This isnot a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar"'designation), your home may qualify for energy efficiency mortgage(EEM) incentives ifyou 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 8501487-1824. EnergyGauge©(Version: FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT Zone Down Energy Design Systems Joh: 6/2104 1005,Cak gale Rd,Jacksonville,R'2259 Phone-104-227-5339 Fax a-04-287-1-158 Email energydesignayonicast net �*ojed Infortooton For: Crawford residence 4140 Ocean Blvd, Atlantic Beach, FI Design information Htg Clg Infiltration Outside db ("F) 39 92 Method Simplified Inside db("F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (°l°) - 50 Moisture difference (gr/lb) - 65 e Component Btuh/ft Btuh %of load , Walls 4.8 6772 23.11 Windows 23.9 8326 28.4 Doors 15.2 865 2.9 yi Ceilings 1.1 348 1.2 Floors ; 26.7 4892 16.71 "a,dyw, Y'rl""5 Infiltration 18.0 7306 24.9 e f Ducts 855 2.9 Total_ 29364 100.0 0 i r Component Btuh/ft- 2 Btu % of load flo pins Walls 2.9 4166 14.9 Windows 47.8 16618 59.5 Doors 12.7 724 2.6 o p_ Ceilings 1.6 507 1.8 Floors 0.0 0 0.0 Infiltration 6.2 2530 1 9.1 ` Ducts 1581 5.7, Internal gains 1800 6.4 �dows Total 27925 100..0 Cooling at 84 % SHR = 2.7 ton Cooling air flow= 492 cfm/ton Cooling at 70% SHR= 3.2 ton Cooling at 400 cfm/ton = 3.3 ton Overall U-Value= 0.275 Btuh/ftz-°F Data entries checked. vviriSj Ht5O1Ft Right-Suite Resldentiah"5-0.66 RSR29734 2004-Jun-0-1 1144 5? { CTocuments and SettngsicustomerWV Doc umenWWrightsofttCravdford res 4 40 Ocean Blvd Htl Bch rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Down Energy Design Systems Job: 612104 10$5��ak'.Iale Rd,Ja ksom+il!e,FI 322`9 Phone 1204-287-5339 Fax 904-2x7-1258 Email energydesignrcomcastnet s ! i i7777 For: Crawford residence 4/40 Ocean Blvd, Atlantic Beach, FI Notes: Design Infi r Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 °F Inside db 72 "F Design TD 33 OF Design TD 20 "F Daily range L Relative humidity 50 % Moisture difference 65 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 29364 Btuh Structure 27925 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 29364 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 27087 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5046 Btuh Area(ft2) 1500 1500 Total latent equip. load 5506 Btuh Volume(ft,) 15000 15000 Air changes/hour 0.80 0.46 Total equipment load 32594 Btuh Equiv. AVF (cfm) 201 115 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wrl f-j trRight-Suita Residential—S-0-66 RSk29784 2004-Jun a 11 44 +" p C Uocuments and SettingslcustomerVvly DocumentshNnghtsottl-raa,ford res 4 40 Ocean Blvd Atl Bch rsr Fage 1 RIGHT-J BUILDING ANALYSIS REPORT a Zone Up Energy Design Systems Job: 612104 1065 Oak Vale Rd,Jacksonville,F13,2259 Phone 904-287-533v na q04-287-1258 Email ?rergydes!g[gi)cf3mcast net • r r For: Crawford residence 4140 Ocean Blvd, Atlantic Beach, FI i -Oin InWmatlon Htg Clg Infiltration Outside db("F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD("F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference(grub) - 65 • Pia!1 p ct5 Component ; Btuh/ft2 I Btuh %of load Walls 2.0 2144 12.4 Windows 23.9 4354 25.2 Wlndo- Doors 15.2 607 3.5 Ceilings 1.1 1410 8.1 ; Floors 15.3 3967 22.9 Infiltration I 18.0 4005 23.1 °u°`° \F'' Ducts 824 4.8 Total 17312 100.0 rr • Component Btuh/ft2 Btuh %of load Walls 1.7 1793 10 6 �' Windows 48.3 8790 51.8 Doors 12.7 508 3.0 Ceilings 1.6 2051 12.1 Floors 0.0 0 0.0 Infiltration 6.2 1387 8.2 Ducts 1543 9.1 f " °°• ° Internalgains 900 5.3 Total �- 16972 100.0 Cooling at 83 % SHR = 1.7 ton Cooling air flow= 489 cfm/ton Cooling at 70 %SHR= 2.0 ton Cooling at 400 cfm/ton = 2.0 ton Overall U-Value= 0.133 Btu h/ft2-''F Data entries checked. vvirliCjtj tscrft Right-Suite Residential n"5 0 66 PSR'9784 2004-Jun-02 1144 53 e {;py C-1C,ocuments and Settingstcustomerlhil�i DocumentstiVdrights7ttlCray4ord res 4 40 Ocean Blvd Atl Bchrsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems Job: 6/2104 1076`Oak Vale Rd,Jacksonville,Fl:32259 Phone Fax9042 7-11 258 Email energydesign( omcast net For: Crawford residence 4/40 Ocean Blvd, Atlantic Beach, FI Notes: Desigh 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 "F Design TD 20 `'F Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 17312 Btuh Structure 16972 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 17312 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 16463 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2766 Btuh Area (ft2) 1295 1295 Total latent equip. load 3456 Btuh Volume (ft-) 11655 11655 Air changes/hour 0.57 0.32 Total equipment load 19919 Btuh Equiv. AVF(cfm) 110 63 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 °F Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,. UVV 1jhtE."f-t Right Suite ResidenfialT"5 0 6b R�R29764 2rA04Jun-02 1144 53 �(:A' C'Documents and Se>tingslcust_aneAMV DocumentsdrVrigl-tsoftU rat ford res 4 40 Ocean BNd AU 13th rsr Page 4-0-0 4-0-0 S N WRA C J4 J4 J4 F- H r00- H co J4 J4 J4 J4 J4 J4 I J4 o J4 J4 o A d co GJ4 ItJ4 LO J J4 4 J4 J4 J J4 4 J4 J4 N O J4 J4 o C o J4 U 5 = 27-8-0 37-0-0 76-8-0 4-0-0 4-0-0 S N � C H RA ,� !J4 J4 U') CD n OD a0 00 00 00 aorn r- F- r- F- r F- F- r J4 J4 A J4 J4 J4 J4 0 d J4 J4 o C, J4 J4 co C J LO J4 4 J4 J4 J4 J4 J4 J4 N o rn o J4 J4 J4 C, C 12 Ei o J4 U 5 = 27-8-0 37-0-0 76-8-0 4-0-0 4-0-0 S N � C H J4 rJ4 J4 J4 Cl) LO CO n OD co 00 OD 00 coJ4 ❑ I— t- F- F- F F - J4 J4 PA J4 J4 J4 J4 0o J4 J4 d " J4 VA � J4 J4 J4 J4 J4 J4 J4 J4 N o M v !n J4 C7 H H H t= J4 J4 o C 12 d J4 1 1 :r 09 k c%> U 5 = 27-8-0 37-0-0 Ilk 76-8-0 T14 T13 T12 1 T10 GD2 r3 � H F.05 N j J 1 J J j J 1 -i J N N N N N N N N 17-4-0 14-8-0 3-0-0 35-0-0 saH' 'Cwt 6 u ;r tES Na 7 r as JAC%S NVI RL ?UN—'E VAT"to Ra—lk n THE N-�LLIPS HIGHWAY E,= ,€ uetx't �s€ (` n v,a,at ' �x 4 ss �: E,.� =a. a: 2 El T sxar 6l "3"' .moi, "v.> IVIIKFst :,r Fri r' . 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OFFICE tom, s�€,s+a a az ra•<. .- L ra;) , -as :v^^ t "583 P IPS HIGHWAY � �� '&u�a� a.. 208 ( 4 h �� ?al' ' ar SL ,F 20 rn a v .,x Wit`te: e..x,,xx xr xx xir _ xxx �a;� PHONE Mt - mv.aLA ; U. aV,s J-838—F67, 603 Mb r � E�r. c�r Al . _Y xrr xx xx—w :xo Y ^AX 9 T14 T13 T12- 1 T10 GD2 iA36 � H 05 4 33 c- c- c- c- c- c- C-002 0 c� c� c- c- c- #$ i $ G7 c B iiii§r— 5 ll I I 1 11 os Mhawk,q N in N N N 17-4-0 14-8-0 3-0-0 35-0-0 HER ;'SDUS .3 t�5 :€<�„�.. � ti ks LtY $Cn#N,` c E r,W K v JS�-",I .a .._...} „.. f L IXITE 205 €o,M n ntS,s„W— W64, PH ftp , 90,_a s 4s.. s. rry QUA01 I ,>:t .C:h . . _, r xxx zr-xr-�a xer t r x yaa mx- -xr ear h>x' k: FAI 3u2 an .. . .r ..z CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 CJs. Application Number . . . . . 05-00029722 Date 2/15/05 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . . ADDENDUM TO TREE PERMIT Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CRAWFORD, DAVID & ELIZABETH OWNER 213 CHARLEMAGNE CIRCLE ATLANTIC BEACH FL 32233 -------------------------------------------- ----------- --------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 2/15/05 Valuation . . . . 0 Expiration Date . . 8/14/05 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED TO PLANT 2 10" PALMS AT LEAST 10 FEET APART TO COVER THE REQUIRED MITIGATION OF 20" . 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. AL do ,Q."7 c , '), BUILDING OFFICIAL Cl CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �r..Al�}ter Application Number . . . . . 04-00027983 Date 3/25/04 Property Address . . . . . . 1065 OCEAN BLVD Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- --- ----------- ------------------------ CRAWFORD, DAVID OWNER ------------------------------------------ ---------------------------------- Permit TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/25/04 Valuation . . . . 0 Expiration Date 9/21/04 ---------------------------------------------------------------------------- Special Notes and Comments REMOVE 40" OF PALM TO BE MITIGATED WITH FIVE 4" OAK TREES TO BE PLANTED ON SITE. 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 vo: OF THIS P T SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ( 9 BUILDING OFFICIAL CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 4.00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the oi6enda. D INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCES D. r$W SL-q 1UA 6 ►,svge3 oi&L AAL APPLICANT NAME o ADDRESS TELEPHONE ;' 0 , 46 10 151 ADDRESS OR LEG01 DESCRIPTION OF TREE REMO1r, L SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STRIE.ET) 3. REASON FOR PROPOSED TREE REMOVAL, N)V_�E 4. HAS THIS SITE BEEN TO THE 'TREE BOARD BEFORE? YES NOT SURE 5. SITE PLANITREE SURVEY indiiciating. 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 cloddy marked with an "X". e. Location, species and size of alt l trees to be perserved on-site for replacement must be marked with brackets "11". f. Location, species and size of a 1y proposed new replacement trees marked with a circle "0". g. Location, species and size of ail trees to be preserved on-site with bamcading at tree drip line noted. 6. ON-SITE REQUIREMENTS- a. Barricading at tree drip line of all trees to be preserved. 11*4 b, Address/legal description must be posted in a conspicuous manner an site. c. The property comers must be marked by stakes or paint indicating the lot. d. All trees identified for removal iNU$T by marked on-site by$FsQ10 AM flagging, paint or tape. e. Ali trees to be preserved on-side for mitigationAte! T be marked with BLUVOREEN flagging, paint or tape. 80Q Seminole Road.Atlantic Seach,Florida 322.38 TOk"*Kwwt")247-5800 Fax(904)247.6845 1 of 4 S. LIST TREES PROPOSED FOR REMOVAL: DIAMETER OF TREES SPECIES IN ERI RZONF_— FXTERI R ZONE"' APPUcANTS OOMMENTS OFFICE USE ONLY ri o "T6 u w.� le-12:141 1 N g. CHOICES FOR REPLACEMENT: ick n or a combination to c ompeanate for trees removed: Plant new trees on gig 2. Pay money into the Tree Fund at 1.117 per inch 3. protect (save) other trees than quOtty and mark trees to be protected cin site List, by inches, each tree in the apprIa{Aate column in the farm provided $0iow. SPECIES DIAMETER OF TREE PLANT NEVA TREES PAY INTO TIKEEEE ,FUND PROTECT 47 0 1 HE Y AG EE TO COMPLY WITH ILL PROVISIONS OF CHAPTER 23 ARTICLE 11. TREE PROTECTION, AND AL HER PLICA L CODES ANBD ORDINANCES OF ATLANTIC BEACH. :� I Applicant's SP, Date —Owners Signature Da%te,� Tree Conservation 13oard Chao Date %tarneter at 8etrast Height(l?.B.Ff.j, is rnessured4t 4.5 feet above grads. To accurately determine ds WWW,measure the trunk cimumferencme and divide by 3.14.Diameter of multi-trurfked tares is 4eetermined by adding together the diameter of sacs gunk as measured immediately above the forks. —jntaripr Zone: outside the 29 toot trowrear setoocka and the 7,5 febt side setbaeacs(see diagram an:Preveaus+page). —Eatsrior Zone, within the 20 foot fro,110041'selbjcdcs and the 7.5 feet side wbac*s(see d+sgram ow previous page). 4 Of 4 LETTER OF AUTHORIZATION I, David Crawford, Owner of Lot 4, Block 40, Atlantic Beach do hereby authorize George Bull, Jr. to act on my behalf regarding those matters before the City of Atlantic Beach 'Free board Z±4 e��e David Crawford 11 64- Date: nn� LGA Y'� It 5o,o' lets �,�'VaU+I B"Null tlUREL r S N 14i�1M m 14+pn,/ac A 20' B¢V •.IVPKM •to"c�It�tY I.j��, VWX k 14"pain I '1,5' X 14 PAM i4 Hca Q V3_ X o 94A,r £ 2o' d 'R 1 ( L r` ° L4 ' �C s+ LI o 6 M,&. i..i 13 a u 1., Z. b _ �1'I.�I.Irt� 6E�•cN iI-IMi-viou6 .bur-�,,6,cE coy��/.G � = 62.450 1- ' � CITY OF ATLANTIC BEACH L z� 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028447 Date 9/23/04 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . . NEW 2STY SFR REPLC DEMO Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 296819 Owner Contractor ------------- ----------- ------- ----------------- CRAWFORD, DAVID & ELIZABETH BARNETTE CONSTRUCTION INC . 1065 OCEAN BLVD 447-3 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-0728 (904) 249-9839 ------ --------------------------------------- ------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . BARNETTE CONSTRUCTION INC. Permit Fee . . . . 147 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 147 . 00 147 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 147 . 00 147 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .0 -'-' /I L r BUIL-DING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION 'JY J �J 3 Date: 9123109 Property Address: I©G5 OcenN 20,30 Owner: C.Ra wFoR o Telephone #: Contractor: S fl(ZNETT G Co t-)sr. Telephone #: 2'-19- 9 u 9 Contractor Address: +k7-3 A+\ANT,c- Ql o,n. 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 or site,list the building permit number: if Electric ❑ Gas: _LP Natural Central Utility ❑ Oil — QIoo1.# O`1-OooZ 8 4 9 7 O Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Rt Heat _Space _Recessed -V'Central _Floor pf Residential 12f Air Conditioning: _Room _✓Central Duct System: Material F1p,* - Thickness Z ❑ Commercial Maximum capacttyZZoO cfm ❑ Refrigeration !d New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _– Manlift Escalator (Number) ❑ Replacement of Existing System L3 Gasoline Pumps (Number) ❑ Tanks (Number) id New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency 2Tw1303(0 R NE 3 0L- t ZTw3oZL) L ul.-. HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency tPRO Tw o T NE 36 C>0 C) 0L- 1 GHJ L"3e 61 a G TRAN' Z440C>0 01– Z NEA* SiR 5 kV.) –CRA 0 E 5 Ko JL. 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 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 # JLA - AV_i 111 Applicant: Y`�}� '_ Gam, - C 14fT'1 �-✓� Address: 10 L-0 �� - Car) +3 ) y Project: JU cyL ) ' 5 tc�Y1.1 �...�-'R(2 o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. i Your permit application has been reviewed by the Public Works Department and the Y� followinQ items need attention: Plan is over the 50% impervious area (52 . 4%) . Per section 24-105 (f) (1) maximum is 50%. Repair the sidewalk that was damaged when old structure was torn down. All drainage is to flow to the street, not to the rear of the property. Provide erosion and sediment control plans, including silt fence location and installation detail . Site plan shows half of drainage to rear. Per Sec. 24-66 (a) , lot must be graded to flow to street or existing collection structure. No catch basin or swale shown. Delta volume calculations per Sec. 24-66 (b) required. (see attached sample) . Show storage on plans. 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 by Carper, P.E., Public Works Director Date��6 Signature Contractor Notified Date 14.0 &kl /17 y s� > CITY OF ATLANTIC BEACH .,'D. Ford BUILDING / ZONING DEPARTMENT L.. 91M S J 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # OL-{" LI ' ) Property Address: 71� � Applicant: I`1'1 c : - ✓"1r' Ca -I ay'�1 Project: N V / This per it application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: s Date: CITY OF ATLANTIC BEACH ssi J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028570 Date 6/30/04 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ -------- ---------------- CRAWFORD, DAVID & ELIZABETH KNIGHT ELECTRIC LLC 213 CHARLEMAGNE CIRCLE 908 11TH AVE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 247-9884 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s f+ B DING OFFICIAL CITY OF ATLANTIC BEACH r ELECTRICAL PERMIT APPLICATION Date: - -- Property Address: Owner: Telephone#: Contractor: )4) AnL CA t C Telephone #: Contractor Address: , J I 15P �4o-e Fax#: C_;X,_�— C? 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. Bu#mg: Building Type: ❑ Service: If other construction is New �Residence 2�Temp. ❑ New being done on this building list the + Old ❑ Commercial ❑ Signs ❑ Increase Orsite, numberbuilding ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair e Conductor Size: AMPS: COPPER ALS Switch or RACE Breaker AMPS PH W VOLT WAY 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 31 100 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 I NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous ({ 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. http://www.ci.atiantic-beach.fl.us a R E E: E: TD CITY r-,F ATLAI� CITY OF ATLANTIC BEACH JUN 6 9 �Q B ILDING PERMIT APPLICATION (New/Residential & Commercial) Date: Job Address: �Q(n� Q�Qc� ,, Z-1 J - Owner's Name:_ -S? C2-ca 1eJk C,r-��, r Address: a 13 E l se AA ^,Z Phone: 27 57-- Legal =Legal Description: Block Number: Lot Number: Zoning District: Contractor: nn>_vv1,e_ i State License Number: e_- Address: Address: (G(ity4-(.(,- ,�,Z 'IS l�� 5C ' 3 Phone: a�r`i-C11 Ir 3� City: 1 j-(�. .��L l �«L, State: I-- -Zip: 32 2 7 Fax: t 1-1 '7-Yi '7 y c{ Describe proposed use and work to be done: R795— S. C l its i.M. _ lap �e_ Present use of land or building(s): &1,. Valuation of proposed construction: �'[(p Is approval of Homeowner's Association or other private entity required?_)ng> 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? ❑NO. Applicant certifies that no change in site grade or fill material will be used on this project. [ S. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 9?NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. 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.atiantic-beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all information provided with this application is correct. Signature of Owner: Date: (/_0 7— I 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. Signature of Contractor:a, 6 Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Phone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of �Jt? ,20O. State of Florida,County of Duval Ji M.JANE DORNBROCK Notary's Signature: ^,� MY COMMISSION#DD 043554 i= EXPIRES:August 3,2005 Ff Bonded Th.Notary Public Underwriters ❑ P rsonally known Produced identification Type of identification produced r 1* S �i � AS TO CONTRACTOR: Sworn to and subscribed before me this day of �l h.(�e- 20 . State of Florida,County of Duval M.JANE DORNBROCK Notary's Signature: '( ��'r"'•• �—� MY COMMISSION#DD 043554 EXPIRES:August 3,2005 ❑ Personally known Bonded Thru Notary Public Underwrttem ['�oduced identification Type of identification produced„ 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 3 Revised 1/04 R ( F_ (.IT`( r r ATI AN71C' F,F AC.N F r' CITY OF ATLANTIC BEACH B ILDING PERMIT APPLICATION (New/Residential & Commercial) BX Date: e"o Job Address: - Owner's Name: � r Q -t- I'-2-c-is Address: r-'— -1 e Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: �pl 727 Address: (4-(vi A+(� K i IS Ls 'S,.' Phone: a - T39 City: State: _Zip: 3 2 2 3 3 Fax: R`-(7-'11'i!S{ Describe proposed use and work to be done: u, Present use of land or building(s): Q Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? y1a 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? ❑NO. Applicant certifies that no change in site grade or fill material will be used on this project. [ S. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. g?f4O. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. 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.atlantic-beach.fl.us Page 2 Revised 1/04 yi In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. 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. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Phone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of �J � ,20 . State of Florida, County of Duval Ji M.JANE DORNBROCK Notary's Signature: MY COMMISSION#DD 043554 ^•,y :- EXPIRES:August 3,2005 Bonded Thru Notary Public Underwrkers ❑ Personally known Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of (� (�� 20 . State of Florida, County of Duval Notary's Signature: El :pr M.JANE DORNBROCKMY COMMISSION#DD 043554 EXPIRES:August 3,2005 ❑ Personally known Bonded ThruNotaryPudCUneerwdlens [� oducedidentification Type of identification produced��t�U �t S Lt a��yiQg 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 3 Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Jti Application Number . . . . . 04-00028447 Date 7/14/04 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . . NEW 2STY SFR REPLC DEMO Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 296819 Owner Contractor ------------------------ ------------------------ CRAWFORD, DAVID & ELIZABETH BARNETTE CONSTRUCTION INC. 1065 OCEAN BLVD 447-3 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-0728 (904) 249-9839 ----------- ----------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . EAGERTON PLUMBING CO. Permit Fee . . . . 238 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 238 . 00 238 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 238 . 00 238 . 00 . 00 . 00 4 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH t PLUMBING PERMIT APPLICATION � r) Date: rT— — o y Property Address: 164 5 o r e ti,,) 13/o cV. Owner: 84o-.,h(e Telephone#: .2 V?— 9 9& 9 Contractor: a 9.e.ti ,o L,v 9 Lo. ,• Nc. Telephone#: 3 96'-0 71- / Contractor Address: /o 43 A rn c,Owt'r ✓t, Ta to., Z 3.2.2.ry 'Fax o 5/ 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, New list the building permit number: ❑ Re-Pipe O V— .2?11-V 7 Number of Fixtures: Bath Tubs Showers _ q _ Closets , Shower Pans Dishwashers � Sinks Disposals Urinals Floor Drains / Washing Machine Lavatory Water Sewer o2 Water Heaters g Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00= 3 I Fe. L&z t/ 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845• http:ltwww.ci.atlantic-beach.fl.us :r 'Itqs1 CITY OF ATLANTIC BEACH .I 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028710 Date 7/21/04 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . . GAS PIPING Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CRAWFORD, DAVID & ELIZABETH EAGERTON PLUMBING CO. 213 CHARLEMAGNE CIRCLE 1093 N. MCDUFF ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 388-0761 ---------------------------------------------------------------------------- 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 CODES. BUILD L • CITY OF ATLANTIC BEACH � St1 800 SEMINOLE ROAD 1 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028447 Date 6/30/04 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . . NEW 2STY SFR REPLC DEMO Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 296819 Owner Contractor ------------------------ ------------------------ CRAWFORD, DAVID & ELIZABETH BARNETTE CONSTRUCTION INC. 1065 OCEAN BLVD 447-3 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-0728 (904) 249-9839 -------------------------- ----------------------- --------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 1086 . 00 Plan Check Fee 543 . 00 Issue Date . . . . Valuation . . . . 296819 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 52 STATE RADON SURCHARGE 9 . 97 WATER IMPACT FEE 450 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1086 . 00 1086 . 00 . 00 . 00 Plan Check Total 543 . 00 543 . 00 . 00 . 00 Other Fee Total 495 .49 495 . 49 . 00 . 00 Grand Total 2124 . 49 2124 . 49 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r BUIL ICNL' CITY OF ATLANTIC BEACH s� PERMIT CALCULATION SHEET Date: (0 k Address Heated Square Footage @ $ per sq ft = $ Garage/ Shed n`' @ $ per sq ft = $ Carport/Porch (qj @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ � , ftq . $ Total Valuation 1 Sc $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: 41 TOTAL BUILDING FEE $ ZONING: 25 L + 1/2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ , IMPERVIOUS SURFACE: X Se BUILDING PERMIT FEE $ WATER IMPACT FEE $ to SEWER IMPACT FEE $ 1 WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ 6 C (z-yq) RADON HRS .0050 $ SECTION H PAVING ( ) $ -p CROSS CONNECTION $ S ST(?jm ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 P�LANr�C F�ORI P 4 n 06 W04 rxta a ~z� • �m p 6 yg'�i"�h WIS.=OF rt ADDITI CORRECTIONS • • • • __4m o • "F • • Ch JOB ADDRESS DAYS jC)( 6 Qc " THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted k C_ fee?0c�2 t 1 ©VA? JUL 0 6 2004 X45.00 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 been PLUMBING 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:_ WATER IMPACT FEE WORKSHEET ADDRESS: t d�a ,� '`' p ` DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD RXTURES UNITS Automatic dothes washers,commercial 3 Automatic clothes washers, residential 2 r �` Bathroom group consisting of water closet,lavatory, 6 Bidet, and bathtub or shower 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 fountaiMcemaker '�z JIz- Roor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 t Laundry tray(1 or 2 compartments) 2 Lavatory 1 2 Shower compartment domestic 2 Sink ( 2 2 Urinal 4 Urinal, 1 gallon per flush or less 2 c Wash sink(circular or multiple)each set of faucets 2 �3 Water closet,flushometer tank,public or private 4 V 14 Water closet, private installation 4 a, Water closet, public installation 6 TOTAL NUMBER OF UNITS= .5 MULTIPLIED X 20 TOTAL$ /, o L(6 Lu g 0- .,..� TOTAL$ vG. „� / wL0 WATER IMPACT FEE WORKSHEET _ r d C ADDRESS: r `5 DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 2" Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 t Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 7- 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, 1 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 6 TOTAL NUMBER OF L NITS-- O MULTIPLIED X 20 a TOTAL$ 01,1 e C ��4r'j1\ CITY OF ATLANTIC BEACH D. Ford W BUILDING / ZONING DEPARTMENT Y 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 J (904)247-5800 z , (904)247-5845 Fax X13 PLAN REVIEW,COMMENTS Permit Application # " "O1 W Property Address: I D L-lll Oct-ar--) Applicant: ✓�f 'r'-' �"Y � 'S C Project: st a This ermit application has been: Approved *Aeev—iewed and the following items need attention: & uo_- �o '— — TEizwc vMk 4"--t r Please re-submit your application when these items have been completed. Reviewed By: L� Date: kng�'�F� T� Schlueter, Jennifer From: Showman, Lisa Sent: Wednesday, June 23, 2004 10:38 AM To: Schlueter, Jennifer Subject: 04-28447 FYI-- 1065 Ocean Blvd. is approved by PW. CITY OF ATLANTIC BEACH SS 1 BUILDING PERMIT APPLICATION (New/Residential & Commercial) Date: Job Address: �.n-0!5_ Owner's Name: Address: a 13 G Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: XJ' Tyke_q& 6'L!! k h r,c State License Number: _ k3 C .-p 7�Z'7 / Address: "1 A+ i L$L-S 75 G-Jk-- Phone: v'I`n--1 f City: z Lq -, - State: -zip:32 27 3 Fax: oZ 4.1 '?-"t'7,4 y Describe proposed use and work to be done: 0?795� Present use of land or building(s): &I, Valuation of proposed construction: , Is approval of Homeowner's Association or other private entity required? LCy 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? ❑NO. Applicant certifies that no change in site grade or fill material will be used on this project. 20S. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. B'140. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. 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 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all information provideq with this application is correct. 7 Signature of Owner: Date: / D 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. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Phone: Fax: E-Mail: AS TO OWNER: q� Sworn to and subscribed before me this ' l day of 20 . State of Florida,County of Duval 2 M.JANEDORNBROCK Notary's Signature: MY COMMISSION#DD 043554 •, EXPIRES:August 3,2005 ?,;PP , Bonded Thu Notary Public Undenvnters ❑ P rsonally known Produced identification Tyre of identification produced Til 45 1.., &A QA AS TO CONTRACTOR: Sworn to and subscribed before me this day of �,ll_n� ,20_0L State of Florida,County of Duval .11 P• M.JANE DORNBROCK Notary's Signature: MY COMMISSION#DD 043554 ix• - EXPIRES:August 3,2005 ❑ Personally known vf..hd•' Banded Thr,No"Public Undem"ers [�] oduced identification Type of identification produced to U t S �..1 L2My U 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 3 Revised 1/04 CITY OF ATLANTIC BEACH ' MECHANICAL PERMIT APPLICATION Date: Property Address: 10 &5 0cect, 23Ld � II �1 Owner: qu 4 �)i z-,U4 k 1 ,,w Gr Telephone #: Contractor: Cc - Tvl a Telephone #: $ - o'7 b 1 Contractor Address: /© t v 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 or site,list the building permit number: ❑ Electric '2 Gas: _LP Natural _Central Utility ❑ Oil ❑ Other–Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat —Space _Recessed _Central _Floor �IF Residential ❑ Air Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm El Refrigeration 4 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) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Gas Piping ❑ Other-Specify ❑ 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 -- �; D �cg cz.!Wd L J / o,,b Je.I ke A 61 oV-, s 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 c A� oo As APPRO" CITY. OF ATLANTICE ., BUILDING OFFICE b r nstruc don Inc. ,� JUL 1 Z o Suite 3 . . Atlantic Beach, FL 32233 oil L ; amu' 4'V A' ,�. hecord and retun to: Patterson, Bond & Latshaw, P.A. 3010 South Third Street Hook. 11850 Page '786 Jacksonville Beach, .Florida 32250 Doc# 2004181121 Prepared by: Book: 11850 Lawrence R. Patterson. Pages: 786 — 787 Filed 6 Recorded Patterson, Bond & Latsahw, P.A. 06/07/2004 12:25:43 PM 3010 South Third Street JIM FULLER Jacksonville Beach, Florida 32250 CLERK CIRCUIT COURT DUVAL COUNTY RECORDING S 9.00 TRUST FUND 4 1.50 COPY FEE $ 2.00 CERTIFY S 1.00 REC ADDITIONAL $ 8.00 [Space Above This Line for Recording Data] ' - PERMIT NO. TAX FOLIO NO, 170255-0000 NOTICE OF COMMENCEMENT State of Florida County of Duval THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713 Florida Statues,the following information is provided in this Notice of Commencement. 1, DESCRIPTION OF PROPERTY(Street address, if available) 1065 Ocean Boulevard Atlantic Beach, Florida 32233 LEGAL DESCRIPTION OF PROPERTY Lot 4, Block 40, Atlantic Beach, according to the. plat thereof as recorded in Plat Book 6, page 1, of the current public records of Duval. County, Florida. 2. GENERAL DESCRIPTION OF IMPROVEMENT Single Family Dwelling 3(a).NAME/ADDRESS OF OWNER 3(b). OWNER'S INTEREST IN PROPERTY Joel David Crawford Elizabeth Crawford FEE SIMPLE 213 Charlemagne Circle Ponte vedra Beach, FL 32082 3(C).NAME/ADDRESS OF FEE SIMPLE TITLEHOLDER(i/ 4.NAME/ADDRESS OF CONTRACTOR ofherfhanOwner) Barnette Construction Inc. a Florida 447 Atlantic Blvd Corporatioi Atlantic Beach, Florida 32233 904-249-9839 Page 1 OF 2 FLNr1f.0201 • Book 11854 Page 787 I 5(a). NAME/ADDRESS OF SURETY 6.NAME/ADDRESS OF LENDER PEOPLES FIRST COMMUNITY BANK Flu AIA North Ponte Vedra Beach, Florida 32082 5(b).AMOUNT OF BOND 7. Person(s)within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes are shown below: 7.NAME/ADDRESS 7.NAME/ADDRESS 8. In addition to himself, Owner designates the person 8. NAME/ADDRESS OF PERSON TO RECEIVE COPY OF whose name and address appear in the box at the right LIENOR'S NOTICE Peoples First Community Bank to receive a copy of the Lienors's Notice as provided in 110 AlA North, Ponte Vedra Beach,, - Florida 2052 and Section 713.13(1)(b), Florida Statutes. Patterson, Bond & Latshaw, P.A. 3010 South Third St Jnx. Bch. , FL 32250 9. Expiration of date of Notice of Commencement (the 9.EXPIRATION DATE expiration date is 1 year from the date of recording unless a different date is specified) is shown in box at right. Signature ____ of Owner ! AcG 0 oel- David Crawford NOTARIZATION Signature of STATE OF FLORIDA Owner JA-, t Z COUNTY OF Duval Elizabe Crawford' The foregoing instrument was acknowledged before me this 26th day of May, 2004 by ,Joel David Crawford and Elizabeth Crawford driver's license who is personally known to me or who has produced as identification. KIRK-JOHN PARTRIDGE Notary Public i° MY COMMISSION#DO 170049 My commission expir ). EXPIRES:December 8,2006 Bonded 7hru Notary Public Underwriters (Seal) WHEN RECORDED RETURN TO: DRAFTED BY: Lawrence R. Patterson Peoples First Community Bank ADDRESS,CITY,STATE 110 AlA North 3010 South Third Street Ponte Vedra Beach, Florida 32082 Jax. Bch. , FL 32250 02P.N00.0400.SH DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLA.NITC BEACH,FLORIDA 32233-4318 TELEPHONE: (904)247-5834 FAX: (904)247-5843 SUNCOM: 852-5834 http://ci.adantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0- - ASy "1 Applicant: C41-c y-) 2;. )G , Address: Q Car) Project: J Your application is approved as noted by the Public Works Department. 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 attention: Plan is over the 50% impervious area (52 . 4%) . Per section 24-105 (f) (1) maximum is 50% . Repair the sidewalk that was damaged when old structure was torn down. C'-- All drainage is to flow to the street, not to the rear of y the property. (A0) tl /fir -P �c-- w ,?, -5 /,v -- ), /,C.- Provide erosion and s-esiiment control--dans, including silt fnc�w Site eplan ashows ahalf o adrainage�to rear, Peri � c f 24-66 (a) , lot must be graded to flow to street or existing collection structure. No catch basin or swale shown. 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 by Carper, P.E., Public Works Director Date��6 Signature Contractor Notified Date-11 6elll /O V o�Y7 ' 77Vy GEORGE BULL JR. ARCHITECT AR 0004568 1800 SEVILLA BOULEVARD, SUITE 3 ATLANTIC BEACH, FLORIDA 32233 June 23, 2004 Mr. Rick Carper Public Works Director City of Atlantic Beach Public Works Facility Atlantic Beach, Florida Re: Crawford Residence 1065 Ocean Boulevard Atlantic Beach, Florida Dear Mr. Carper, Please find enclosed the following: 1. Storm Drainage Calculations (as per our agreement regarding existing condition credits). 2. Survey showing Pre-Development improvements (12' X 25' parking space not indicated on the Survey) 3. Site Plan showing location of silt fence. 4. We do hereby agree to replace that portion of the damaged City sidewalk as per City requirements. I trust that the enclosed information meets the requirements of your review letter of J ne_10, 2004. V truly, Jr. TEL: 904-246-4469 FAX: 904-247-2816 Crawford Residence 'l.,ot 4, Block 40, 1065 Ocean Boulevard Atlantic Beach, Florida STORM DRAINAGE CALCULATIONS Site Area: 50 ft. X 125 ft = 6,250 sq. ft. Enclosed Footprint 1. Roofed Footprint 2,217 sq. ft. 2. Second Floor Deck 384 sa. ft. 2,601 sq. ft. Walks, Drives & Pads 677 s4, ft. 3,278 sq. ft. Impervious Surface Coverage 52.45% (Approved by Planning & Development Director) Pre-Development Credit — Existing Structure & Parking 1. Roofed Footprint 1,023 sq. ft. 2. Parking 12ft. X 25ft. 300 sg. ft. 1,323 sq. ft. Total roofed footprint of 2,21.7 sq. ft. to be guttered and transferred to the driveway and sloped to the street. Second Floor Deck 384 sq. ft. Stair from Deck 60 sq. ft. Stoop at rear 16 sq. ft A/C pad 45 sq. ft. Sidewalk 180 sg. ft. 685 sq. ft. 685 sq. ft. of impervious surface is less than 1,323 sq. ft. of Pre- Development credit. No detention or slope to street required except the driveway for drainage of the roofed areas. BP250UO2 CITY OF ATLANTIC BEACH 6/17/04 Application Tracking Individual Step Review 10 : 52 : 06 Application number . . . . : 04 00028447 Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . . 61004 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . . 61404 Copies of plans . . . . . . . Seq Comments Prt Date 1 . 00 Plan is over the 50% impervious area (52 . 40) . Per section 61104 24-105 (f) (1) maximum is 500 . 2 . 00 Repair the sidewalk that was damaged when old structure was 61104 torn down. 3. 00 All drainage is to flow to the street, not to the rear of 61104 the property. More. . . F3=Exit F12=Cancel BP250UO2 CITY OF ATLANTIC BEACH 6/17/04 Application Tracking Individual Step Review 10: 52 : 06 Application number . . . . : 04 00028447 Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . . 61004 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . . 61404 Copies of plans . . . . . . . Seq Coments Prt Date 4 . 00 Provide erosion and sediment control plans, including silt 61104 fence location and installation detail. 5. 00 Site plan shows half of drainage to rear. Per Sec. 61104 24-66 (a) , lot must be graded to flow to street or existing collection structure. No catch basin or swale shown. 6. 00 Delta volume calculations per Sec. 24-66 (b) required. (see 61104 More. . . F3=Exit F12=Cancel BP250UO2 CITY OF ATLANTIC BEACH 6/17/04 Application Tracking Individual Step Review 10: 52:06 Application number . . . . : 04 00028447 Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . . 61004 Approval code . . . . . . . . Reviewed by . . . . . . . Revised est cpl date . . . . 61404 Copies of plans . . . . . . . Seq Comments Prt Date attached sample) . Show storage on plans. 7. 00 8 . 00 9. 00 10. 00 11. 00 Bottom F3=Exit F12=Cancel III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) 4*G No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? No NIA AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? No N/A k / (FBC 13-602.LABC.1.1) 4. Ia We"R"value for added insulation on exterior walls shown? +t� No N/A �f PLANS EXAMINER: L, f (7( /l1S DATE: ! g ) � y 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.I e No A gL(,�p 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No OWNER: 1l}C13 f�"O(tC] JOB ADDRESS: elB�t(C 440 6%45! 7. Are Energy Credits Claimed? Yes /A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes NIA ��tT B. White Roof Credit (FBC 13-607.LA 5) Yes CONTRACTOR: PHONE NUMBER: N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes N/A (CIRCLE) L Survey: IV Foundation Plan. I. Is a specific purpose survey submitted? a No NIA 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? _ es No N/A Column pads and concentrated loads? No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? No NIA in an"A"or"V"zone? Yes No NIA 3. Are all elevation changes in slab shown? a No NIA 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? a No N/A 5. Is property in a flood way? Yes No N/A 5. Is slab reinforcement shown? a No NIA 6. Is flood way line shown? Yes No N/A A. Wire mesh size and gauge? es No NIA B. Fibermesh reinforcement? No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) a No N/A if. Structure Code Compliance: ...��,jjj(^'''�� 7. Is minimum slab on grade thickness shown?(FBC 1909.1) No N/A 1. Are plans sealed by architect or engineer? /fey No NIA 8. Is type of soil treatment for termites shown?(FBC 1816) Yes (0 N/A A. Are structural calculations submitted? es No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) No N/A 3. Is exposure category shown? (FBC 1606.1.8) a No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? N/A 5. Are pressures for wind loading on components (FBC I805.I) Yes No / p g ponents and cladding l.-, Shown per FBC 1606.2.5? (Q No NIA 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Ye No N/A 1. Is finished grade shown? Yes N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes N/A stories and allowable area? tl e0 No N/A A. Minimum 8"above adjacent grade? Yes N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes N/A for structural elements? P No N/A C. Base flood elevation? Yes N/A 9. Are plans designed per SSTD 10-997 Yes No NIA 3. Is minimum footing depth beneath finished grade shown? No N/A A. Are all appropriate charts and tables shown? Yes No N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A 4. Are all footing sizes shown? No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential L I� 5. Are all horizontal reinforcements shown? No N/A Construction in High Wind Areas'? Yes No NIA r � 6. Is vertical reinforcement shown? a No N/A A. Are all appropriate charts and tables shown? Yes No NIA �,�� 7. Masonry construction. ``nn B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is exterior wall finish shown? l No N/A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? No N/A High Wind Areas? Yes No N/A C. Is exterior wall insulation shown? No N/A A. Are all appropriate charts and tables shown? Yes No N/A D. Is exterior wall finish shown? a No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A 8. Wood Frame Construction 12, Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No N/A B. Is exterior sheathing(type and thickness)shown? No N/A A. Are all appropriate charts and tables shown? Yes No NIA C. Are nailing requirements(size and spacing)shown? No NIA B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) l (n D. Is exterior wall finish shown? ® No N/A 15. Does bedroom open directly into garage? Yes P N/A E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number � F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Ned /No N/A grade shown? (FBC 2304.2.5) Yes No N/A V t� G. Are shear wall segments shown? Yes N/A 17. Is Designer's name and address shown on plans? No N/A A. Type of hold-downs shown? Ye N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9, Are ceiling heights shown? (FBC 1202.2) No N/A and FBC 1012.1.5? Yes No N/A + 10. Are all hurricane anchorage and hold-downs specified and labeled? CW No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? a No N/A requirements of FBC 1203.1?a Yes No N/A d 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? es No N/A wind load requirements for components and cladding per FBC 16067 No N/A B. Are conventional frame rafters used? es No N/ 21. Does floor plan show fireplace? s No N/A 1. Rafter size shown? Yes No N/A--" 22. Are stair details shown? es NV N/A 2. Species of lumber shown? Yes No N/A/ A. Is minimum stair width shown? (FBC Table 1004) Yes No.l ON/ r 3. Grade of lumber shown? Yes No N/A� B. Are tread and riser sizes shown? (FBC 1007.3) ,Yes IVo�C. Type ofroof sheeting shown? No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No 1. Thickness of roof sheeting shown? No N/A D. Are required landing shown? (FBC 1007.4)7 7s� No 2. Grade of roof sheeting shown? e � N/A E. Is required headroom clearance shown? (FBC 1007.4) (� No N/A 3. Nailing pattern of roof sheeting shown? es N/A 23. If floor plan shows mixed construction,are mined (FBC Table 2306.1) Construction details shown? (May require engineering.) - Yes ,No N/ D. Weight of Dry-In felt shown? No N/A 24. If required,are tenant separations shown? Yes -No /A E. Type of roof cover shown? (Yep No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? v B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes No N/A--� 25. Are all columns and beams shown for porches and lanais? Yes No N111 1 2. Attachment of the roof shown? Yes No N/A� A. Are column type,size and anchorage shown? Yes No N/;// (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/?( 3. Other roof covering and attachments shown? Yes No N/A 26. Are all lintel and beam details shown? l% No N/A/ F. Length of roof overhang shown? - -- ' No N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fascia shown? JT9 No NIA H. Attic ventilation shown? es 10 N/A 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) No N/A 1. Are engineered truss plans provided showing loads,uplifts and I. Type and gauge of eave metal shown? No N/A required connections? Q No N/A 2. Are all headers,beams,girders and interior bearing walls shown? es No N/A 3. Framed roof. VI. Floor Plan, A. Is rafter plan shown,including size,spacing species, / I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/.4 application? No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? No N/A species,grade of lumber,span and connections? Yes No N/A-" 3. Are all door and window sizes shown? N N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes N/A grade of lumber and connections? Yes No N/Ar 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) a No N/A of lumber? Yes No N/A 6. Are all vertical reinforcements shown? en No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing � 7. Are all shear wall segments shown? es N/A pattern? V No N/A 8. Are all hold-downs and hurricane anchorages shown? (JZ No N/A l/►l. �� N�� 9. Is required attic access shown? es No N/A 10. Are all plumbing fixtures shown? No N/A VII. Floor Framing. IL Are all electrical fixtures shown? d= No N/A 1. Is engineered floor truss plan provided,showing loads, f�'� 12. Are all mechanical fixtures shown? No N/A uplifts and connections? lJ- No N/A A. Is air handler and condenser location shown? No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? No N/A grade of lumber and connections? (Ye No N/A 13. Are all smoke detectors shown? (FBC 905.2) VC No N/A 3. Is floor sheeting indicated,showing type,thickness and v 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-I1) Yes No / t 1 6.10 1 .14 lk° A, DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE C,�S" ATLANTIC BEACH,FLORIDA 32233-4318 t , TELEPHONE:(904)247-5834 .., i FAX:(904)247-5843 ... SUNCOM:852-5834 r http://ci.atlantic-beach.fl.us r PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 0"1 4 LJ "1 Applicant: �t ✓�C..t � ��>�S'�`Yl) l ��Y1 � Address: Project: N CA, 2 �Y11' 1 c Your application is approved as noted by the Public Utilities Department. Final ( application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Ai4ke - 14-g4 " A41 01 qL- 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. Reviewed by-D,9nna Kaluzniak, Public Utilities Director Date Signature Contractor Notified Date i G -Xeo ,�-q7 - 7 7y E Olt1~ l � C,H S rj y r r' ;iITF rrfaTi ANTI / 4 � J r (�Q CITY OF ATLANTIC BEACH �� ' 9 �. B ILDING PERMIT APPLICATION (New/Residential & Commercial) Date: Job Address: Owner's Name: Address: a 1 3 t��,n�-...,� Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: e_._kr le_( ., rte,L(� �I,C I State License Number: e k3 C S-7,?,7 / Address: (4(6'1 1-4-+ 8 L sA 3 Phone: 2 41'ft-<=t f 35 City: State:I_Zip: 32 2 3 3 Fax: v2 4,1 '7-11 rl 41 c{ Describe proposed use and work to be done: R 7 s s-- sr cp�' rris t,i-<_ v Present use of land or building(s): Valuation of proposed construction: (n , (`� , lz> Is approval of Homeowner's Association or other private entity required? irg-^> 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? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. [ S. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 94.90. 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 REQUIItED. 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 1104 of, 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. 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 provide with this application is correct. C Signature of Owner: Date: _7-D / 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. Signature of Contractor:a, Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Phone: Fax: E-Mail: AS TO OWNER: q�c Swom to and subscribed before me this ' 1 •' day ofQ State of Florida,County of Duval r` r M.JANE DORNBROCK Notary's Signature: MY COMMISSION#DD 043554 ^•, EXPIRES:August 3,2005 Bonded ThruNoleryPublicUnderwrftefe ❑ P rsonally known Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of �, `L(�� ,20 . State of Florida,County of Duval r� M.JANE DORNBROCK Notary's Signature: m . � MY COMMISSION#DD 043554 o EXPIRES:August 3,2005F Personally known r'i y Q Banded Thru Nolery PPWic Undem"ers 0JfIr'oduced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 3 Revised 1104 Universal wrest Products Re: 54012307 Durham Building Materials Crawford 1065 Ocean Blvd. 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: 54012307 CJ2 54012307 CJ4 54012307 CS1 54012307 G D1 54012307 GD2 54012307 HJ05 54012307 T1 54012307 T2 54012307 T3 54012307 T4 54012307 T5 54012307 T6 54012307 T7 54012307 T8 54012307 T9 54012307 T10 54012307 T11 54012307 T12 54012307 T13 54012307 T14 54012307 T15 Loading(psf) TCLL 30 TCDL 7 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 120 mph; h=25 ft;TCDL=4.2 psf;BCDL=6.0 psf; occupancy category ll;exposure C;enclosed My license renewal date for the state of Florida is February 28,2005 l 5/20/2004 John M. resley License#55886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s)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 Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 CJ2 ROOF TRUSS ,:. 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:20:55 2004 Page 1 4-0-7 4-0-7 le=1:8.3 4.00[12 2x3 TL20 11 B T1 Bi 3x4 TL20= D 2-0-0 2zri�$czv 4-0-7 2-0-0 0-4-0 1-8-7 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.06 A >452 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.08 A >365 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.03 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) C=-31/Mechanical,D=-60/Mechanical,E=457/0-8-0 Max Horz E=98(load case 3) Max UpliftC=-31(load case 1),D=-60(load case 1),E=-383(load case 3) Max GravC=14(load case 3),D=66(load case 3),E=457(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-91/48,B-C=-46/4 BOT CHORD A-E=-0/98,D-E=0/0 WEBS B-E=-292/265 NOTES (6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 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 31 Ib uplift at joint C,60 Ib uplift at joint D and 383 Ib uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSIlTPI 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307CJ2 um■ Job Truss Truss Type :- Ot E DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 CJ4 ROOF TRUSS "" 43 Job Reference o tional Universal Forest Products,lnc.,Burlington,NC 27215,F.Brad 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:56 2004 Page 1 2-4-0 --- 6-0-0 2-4-0 3-8-0 C =1:11.7 4.00 12 2x3 TL20 11 g T1 A B1 3x4 TL20= D 2x3 TL20 11 2-0-0 2-4-0 6-0-0 2-0-0 0-4-0 3-8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.05 A >550 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) -0.08 A >350 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.03 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:19 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 (Ib/size) C=85/Mechanical,D=7/Mechanical,E=457/0-8-0 Max Horz E=147(load case 3) Max UpliftC=-94(load case 3),E=-345(load case 3) Max GravC=85(load case 1),D=45(load case 2),E=457(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=144150,B-C=55/19 BOT CHORD A-E=-0/147,D-E=0/0 WEBS B-E=-329/308 NOTES (6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 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 94 Ib uplift at joint C and 345 Ib uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307CJ4 um• Job Truss Truss Type Ory Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 CS1 ROOF TRUSS 1 Job Reference o tional Universal Forest Products,lnc.,Burlington,NG 27215,F.Bradshaw 5.200 s Sep 302003 MiTek Industries,Inc. Wed May 19 13:20:56 2004 Pagel 3-3-4 3-3-4 1-4-4 3-9-9 Scab=1: 2.83F12 2x3 TL20 11 g T1 Bi 3x4 TL20= D 2x3 TL20 11 2-9 3 3 3-4 8-5-1 2-9-3 0-6-1 5-1-14 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.26 A >148 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.22 A >176 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) -0.07 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 8-5-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) C=284/Mechanical,D=87/Mechanical,E=455/1-0-1 Max Horz E=157(load case 3) Max UpliftC=-274(load case 3),E=-335(load case 3) Max GravC=284(load case 1),D=101(load case 2),E=455(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-167/27,B-C=-77/48 BOT CHORD A-E=-0/157,D-E=0/0 WEBS B-E 378/375 NOTES (7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 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 274 Ib uplift at joint C and 335 Ib uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Trapezoidal Loads(plf) Vert:A=0(F=25,B=25)-to-C=-157(F=-54,B=-54),A=0(F=7,B=7)-to-D=-42(F=-15,B=-15) Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307CS1 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 GD1 ROOF TRUSS1 „ ,�,.... Job Reference o tional Universal Forest Products,lnc.,Burlington,NC 27215,F.Brads 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:57 2004 Page 1 I 2-4-0 6-0-0 12-1-12 T 18-0-0 1 23-10-4 + 30-0-0 33-8-0 3� 6.0-0 2-4-0 3-8-0 6-1-12 5-10-4 5-10-4 6-1-12 3-8-0 2-4-0 Scale=1:66.1 4.00[12 5x10 TL20= 5x10 TL20- 3x6 TL20= 500 M1118H= 3x6 TL20= 3x7 TL20 CD E F GTO 3x7 TL20 B 4 5 W W H to A 2 r3 I`b 6 3x7 TL20= P O N M L K J 3x7 TL20= 7x6 TL20= 5x8 TL20= 3x8 TL20= 5x8 TL20= 7x6 TL20= 3x6 TL20 11 3x6 TL20 11 2-4-0 36-0-0 23-10-4 30-0-0 33-8-0 34r 0 2-0-0 3-8-0 6-1-12 5-10-4 5-10-4 6-1-12 3-8-0 0-4-0 0-4-0 2-0-0 Plate Offsets X Y: C:0-3-0 0-2-4 E:0-5 0 0 3-0 G:0-3-0 0 2-4 L:0-4-0 0-3 4 N:0-4-0 0-3-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.78 M >485 240 MII18H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -1.10 M >340 180 TL20 2451193 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.13 J n/a n/a BCDL 10.0 CodeFBC20011rP12002 (Matrix) Weight:337 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-9 cc purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5-9-14 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) P=3053/0-8-0,J=3053/0-8-0 Max Horz P=65(load case 5) Max UpliftP=-1957(load case 3),J=-1957(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-146172,B-C=-5204/3164,C-D=-9521/5868,D-E=-10921/6715,E-F=-10921/6715,F-G=-9521/5868,G-H=-5204/3164,H-I=-144/72 BOT CHORD A-P=-32/158,O-P=-32196,N-0=-292114874,M-N=-576419521,L-M=-575919521,K-L=-2906/4874,J-K=-32/155,I-J=-32/155 WEBS C-0=-494/491,G-K=-494/491,B-P=-2899/1853,H-J=-2899/1853,B-O=-3120/5051,H-K=-3118/5051,C-N=-3005/4931,D-N=-1334(1086,D M=•902/1503, E-M=-766I717,F-M=-903/1503,F-L=-1334/1086,G-L=-3005/4931 NOTES (14) 1)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.01b down and 278.41b up at 30-0-0,and 423.O1b down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 2)2-ply truss to be connected together with 10d Common(A 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 cc. Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.01b down and 278.41b up at 30-0-0,and 423.01b down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided t distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 6)Provide adequate drainage to prevent water ponding. 7)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. 8)All plates are M1120 plates unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1957 Ib uplift at joint P and 1957 Ib uplift at joint J. 11)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 12)Girder carries hip end with 6-0-0 end setback 13)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.01b down and 278.41b up at 30-0-0,and 423.01b down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 14)Truss shall be fabricated per ANSIITPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pll) Vert:A-C=74,C-G=-136(F=62),G-1=-74,A-0=-20,K-0=-37(F=-17),I-K=-20 Concentrated Loads(lb) Vert:0=-423(F)K=-423(F) Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307GD1 nl.u■ Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 GD2 ROOF TR n L Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:58 2004 Page 1 2-2-12! 6-0-0 12-10-12 19-6-0 26-1-4 33-0-0 36-9-4 39-0-0 2-2-12 3-9-4 6-10-12 6-7-4 6-7-4 6-10-12 3-9-4 2-2-12 Scale=1:71. 4-00E-12- 5x10 M11181-1:::: 2x3 TL20 11 3x6 TL20= 5x10 M1118H= 3x6 TL20= 5x10 M1118H WB= 3x10 TL20 C D E F G H 3x10 TL20� m A B T 2 W4 `W5 5 W 1 I J 1 W 6 ICM 3x7 TL20= Q P O N M L K 3x7 TL20= 7x6 TL20= 5x10 M1118H= 3x8 TL20= 500 M1118H= 7x6 TL20= 3x6 TL20 11 3x6 TL20 11 2-2-12 39-0-0 2-0-0 II 6-0-0 12-10-12_ 19-6-0 26-1-4 33-0-0 36-9-437 T?-0 - 2-0-0 3-9-4 6-10-12 6-7-4 6-7-4 6-10-12 3-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets X Y: C:0-3-0 0-2-4 F:0-5-0 Ed a [H:0-3-0,0-2-41, M:0-5-0 0-3-0 0:0-5-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.99 Vert(LL) 1.12 N >371 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.59 N >261 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.19 K n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight:364 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 "Except' TOP CHORD Structural wood sheathing directly applied. T2 2 X 4 SYP No.1,T3 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. BOT CHORD 2 X 4 SYP No.2 'Except' B2 2 X 4 SYP No.1 WEBS 2 X 4 SYP No.3 'Except' W4 2 X 4 SYP No.2,W42X4SYP No.2 REACTIONS (Ib/size) Q=3377/0-5-8,K=3377/0-5-8 Max Horz 0=65(load case 5) Max UpliftQ=-2154(load case 3),K=-2154(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-117/55,B-C=-6057/3691,C-D=-11735/7235,D-E=-13564/8344,E-F=-13564/8344,F-G=-13564/8344,G-H=-11735/7235,H-I=-6057/3691,I-J=-115/53 BOT CHORD A-Q=-27/130,P-0---12/81,O-P=3423/5684,N-O=71 32/1 1 735,M-N=-71 22/1 1 735,L-M=-3398/5684,K-L=-25/127,J-K=-25/127 WEBS B-P=-3599/5829,C-P=-554/557,H-L=-554/557,I-L=-3597/5829,B-Q=-3218/2035,I-K=-3218/2035,C-O=-3882/6351,D-0=-1544/1261,D-N=-1170/1937, E-N=-888/834,G-N=-1170/1937,G-M=-1544/1262,H-M=-3882/6351 NOTES (14) 1)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.01b down and 278.41b up at 33-0-0,and 423.01b down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 2)2-ply truss to be connected together with 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:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.01b down and 278.41b up at 33-0-0,and 423.Olb down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided t distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 6)Provide adequate drainage to prevent water ponding. 7)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. 8)All plates are M1120 plates unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2154 Ib uplift at joint Q and 2154 Ib uplift at joint K. 11)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 12)Girder carries hip end with 6-0-0 end setback 13)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423.Olb down and 278.41b up at 33-0-0,and 423.OIb down and 278.41b up at 6-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 14)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing.Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-C=-74,C-H=-140(F=-66),H-J=-74,A-P=-20,L-P=-38(F=-18),J-L=-20 Concentrated Loads(lb) Vert:P=-423(F)L=-423(F) Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307GD2 'Eta Job Truss Truss Type I Qt/ Ply DURHAM BLDG/CRAWFORD/5-19-04/FB b 54012307 HJ05 ROOF TRUSS �° 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:58 2004 Page 1 2-2-12 4-0-7 2-2-12 1-9-11 le=1:8.3 4.00[12 2x3 TL20 11 B T1 W1 i B1 3x4 TL20= / D 1 2-0-0 2?nom LLnU l 4-0-7 2-0-0 0-2-12 1-9-11 LBC DING(psf) J:jRep ACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP L 30.0 es Increase 1.25 TC 0.24 Vert(LL) 0.05 A >508 240 TL20 245/193 L 7.0 ber Increase 1.25 BC 0.20 Vert(TL) -0.07 A >404 180 L 0.0 Stresslncr YES WB 0.06 Horz(TL) -0.02 C n/a n/a L 10.0 eFBC2001/TPI2002 (Matrix) Weight:13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) C=-15/Mechanical,D=-47/Mechanical,E=428/0-5-8 Max Horz E=98(load case 3) Max UpliftC=-24(load case 2),D=-47(load case 1),E=-355(load case 3) Max Grav D=57(load case 3),E=428(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-91/46,B-C=-44/0 BOT CHORD A-E=0/98,D-E=0/0 WEBS B-E=-277/252 NOTES (6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 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 24 Ib uplift at joint C,47 Ib uplift at joint D and 3551b uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307HJ05 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T1 ROOF TRUSS WON 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:20:59 2004 Page 1 12-0-0 6-0-0 6-0-0 Scale=1:21. 0.19 12 5x4 TL20= 5x4 TL20= 3x3 TL20 11 A B C LT E 3x3 TL20 11 5x4 TL20= 5x4 TL20= I _ 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets(X,Y): [A:0-1-12,0-2-81 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.12 E >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.18 E >792 180 BCLL 0.0 Rep Stress In cr YES WB 0.63 Horz(TL) 0.02 D n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:55 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins, excep BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. REACTIONS (Ib/size) F=367/0-8-0,D=367/0-3-8 Max Horz F=9(load case 3) Max UpliftF=-209(load case 3),D=-210(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-F=-299/213,A-B=-1333/757,B-C=-324/182,C-D=-161/135 BOT CHORD E-F=-242/410,D-E=-764/1330 WEBS A-E=-525/927,B-E=-91/148,B-D=-1018/585 NOTES (7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 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 per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 Ib uplift at joint F and 210 lb uplift at joint D. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS ShopN 4 o 5 0 12 307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T1 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T2 ROOF TRU 13 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradghaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:21:04 2004 Page 1 5-9-4 -- -- 11-6-8 5-9-4 5-9-4 Scale=1:20.6 0.19 F12 5x4 TL20= 5x4 TL20= 3x3 TL20 11 A B C E 3x3 TL20 11 5x4 TL20= 5x4 TL20= 5-9-4 11-6-8 5-9-4 5-9-4 Plate Offsets X Y: [A:0-1-12,0-2-81 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.10 E >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.15 E >897 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.02 D n/a n/a BCDL 10.0 CodeFBC2001/rP12002 (Matrix) Weight:53 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, excep BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. REACTIONS (Ib/size) F=353/0-3-8,D=353/0-3-8 Max Horz F=9(load case 3) Max UpliftF=-201(load case 3),D=-202(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-F=-288/205,A-B=-1227/697,B-C=-298/167,C-D=-155/129 BOT CHORD E-F=-221/373,D-E=-703/1224 WEBS A-E=-486/858,B-E=-88/143,B-D=-938/539 NOTES (7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 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 per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 201 Ib uplift at joint F and 202 Ib uplift at joint D. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSIITPI 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T2 Job Truss Truss Type Oty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T3 ROOF TRUSS 1 1 Job Reference(optional) Universal Forest Products,inc.,Burlington,NC 27215,F.Brads h 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 19 13:21:05 2004 Page i 1 2-4-0 8-0-0 14-10-1 21-1-15 28-0-0 33-8-0 36-0-0 2-4-0 5-8-0 6-10-1 6-3-15 6-10-1 5-8-0 2-4-0 Scale=1:66.1 3x6 TI-20— 4.00 F12 5x6 TL20:::- 5x6 TL20= 3x6 TL20= 3x8 TL20= C D E F G 3x7 TL20 TP 13 B T� 5 W 3x7 TL20-- ::i�� 7A W C� IM 6 3x7 TL20= P O N M L K J 3x7 TL20= 5x10 M1118H WB= 3x6 TL20= 7x8 TI-20= 3x6 TL20 11 3x6 TL20 11 7x8 TL20= 5x10 M1118H WB= 2-4-0 36-0-0 2-0-0 8-0-0 18-0-0 28-0-0 33-8-0 34?-0 — 2-0-0 5-8-0 10-0-0 10-0-0 5-8-0 0-4-0 0-4-0 2-0-0 Plat70fNets 7�0-3 -12 G:0 3-0 0-2 12,[N:0-5-O,Edpe] LOAING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLs Increase 1.25 TC 0.54 Vert(LL) 0.45 M >833 240 M1118H 195/188 TCDer Increase 1.25 BC 0.90 Vert(TL) -0.81 K-M >462 180 TL20 245/193 BCLtress Incr YES WB 0.84 Horz(TL) 0.14 J n/a n/a BCDFBC2001/TPI2002 (Matrix) Weight:167 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-O,F-K REACTIONS (Ib/size) P=1692/0-8-0,J=169210-8-0 Max Horz P=86(load case 5) Max UpliftP=-1050(load case 3),J=-1050(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-106/44,B-C=-2779/1507,C-D=-2596/1499,D-E=-4184/2304,E-F=-4184/2304,F-G=-2596/1498,G-H=-2779/1507,H-I=-102/41 BOT CHORD A-P=-31/99,O-P=-4/65,N-0=-2248/4060,M-N=-2248/4060,L-M=-2231/4060,K-L=-2231/4060,J-K=-28/95,I-J=-28/95 WEBS B-P=-1575/1023,C-O=-99/468,D-O=-1684/1022,D-M=0/323,F-M=0/323,F-K=-1684/1021,G-K=-99/468,H-J=-1575/1023,B-O=-1396/2567, H-K=-1393/2567 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1050 Ib uplift at joint P and 1050 Ib uplift at joint J. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T3 Job Truss Truss Type Oty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T4 ROOF TRUSS 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:05 2004 Page 1 5-5-11 10-0-0 4 18-0-0 26-0-0 30-6-6 36-0-0 5-5-11 4-6-6 8-0-0 8-0-0 4-6-6 5-5-11 Scale=1:66.1 5x10 M1118H= 4.00 12 2x3 TL20 11 5x10 M1118H= C D E 5x6 TL20 5x6 TL20� W4 W4 F V2 W in A G Lo Ri di 3x7 TL20= O N M L K J I H 3x7 TL20= 3x10 MII18H= 3x8 TL20= 3x6 TL20= 3x6 TL20�1 3x6 TL20 3x6 TL20= 3x10 M1118H= 2-4-0 36-0-0 2-0 0 „ 10-0-0 18-0-0 + 26-0-0 , 33-8-0 34r?-0 2-0-0 7-8-0 8-0-0 8-0-0 7-8-0 0-4-0 0-4-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.34 K >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.56 K-M >689 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.14 H n/a n/a BCDL 10.0 CodeFBC20011rP12002 (Matrix) Weight:173 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 5-2-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) N=1692/0-8-0,H=1692/0-8-0 Max Horz N=-108(load case 6) Max UpliftN=-1023(load case 3),H=-1023(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-8=406/2421 B-C=-2923/1614,C-D=-3657/2084,D-E=-3657/2084,E-F=-2923/1614,F-G=-405/242 BOT CHORD A-N=-177/444,M-N=-1366/2381,L-M=-1417/2733,K-L=-1417/2733,J-K=-1338/2733,IJ=-1338/2733,H-1=1287/2381,G-H=-177/443 WEBS B-M=-167/594,C-M=-43/219,C-K=-663/1159,D-K=-629/556,E-K=-664/1159,E-I=-43/219,F-I=-167/594,B-N=-2916/1963,F-H=-2916/1963 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1023 Ib uplift at joint N and 1023 Ib uplift at joint H. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T4 Job Truss TROOF:TRUSJ ype Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T5 1 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.B aw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:06 2004 Page 1 6-6-7 12-0-0 18-0-0 24-0-0 29-5-10 36-0-0 6-6-7 5-5-10 6-0-0 6-0-0 5-5-10 6-6-6 Scale=1:66. 5x8 TL20= 4.00 J2 2x3 TL20 11 5x8 TL20= C D E 5x6 TL20% — 5x6 TL20� B �4 W F 2 / W ,n A RI G LO r� r� O 3x7 TI 20= d L K J I H 3x7 TL20= 5x8 TL20= 3x8 TI-20= 5x8 TL20= 3x6 TL20-z�- 3x6 TL20 2-4-0 36-0-0 2-0-0 11 12-0-0 18-0-0 24-0-0 _ 33 8-0 34rQT_0 i 2-0-0 9-8-0 6-0-0 6-0-0 9-8-0 0-4-0 0-4-0 2-0-0 Plate Offsets X Y: [A:0-0-14,0-0-21, C:0-3-0 0-2-8 [E:0-3-0,0-2-§],[F:0-2-15,0-2-81, G:0-0114 0-0-2 1:0-4-0 0-3-0 K:0-4-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.27 J-K >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.54 H-1 >710 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.14 H n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:179 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-L,F-H REACTIONS (Ib/size) L=1692/0-8-0,H=1692/0-8-0 Max Horz L=129(load case 5) Max UpliftL=-1007(load case 3),H=-1007(Ioad case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-445/119,B-C=-2802/1506,C-D=-2995/1700,D-E=-2995/1700,E-F=-2802/1506,F-G=-444/119 BOT CHORD A-L=-46/491,K-L=-1498/2605,J-K=-1285/2601,1-J=-1190/2601,H-I=-1404/2604,G-H=-46/491 WEBS B-K=-57/346,C-K=0/304,C-J=-399/658,D-J=-462/398,E-J=-400/658,E-1=0/304,F-1=56/347,B-L=-2947/2094,F-H=2947/2095 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1007 Ib uplift at joint L and 1007 Ib uplift at joint H. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/fPI 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T5 Job Truss Truss Type Oty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T6 ROOF TRUSS' 1 pq Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:07 2004 Page 1 2-4-0 , 8-2-0 14-0-0 22-0-0 27-10-0 33 8 0 36 0-0 2-4-0 5-10-0 5-10-0 8-0-0 5-10-0 5-10-0 2-4-0 Scale=1:66.1 5x10 M11181-1= 5x10 M111 81-1:z: 4.00 12 D E TP 3x6 TL20- 3x6 TL20z C F 3x6 TL20% 6 B \ W4 3x6 TL20 W4 Cx � ,n A \ W H ,o c+� I� 6 R2 3x7 TL20= 6 P O N M L K J I 3x7 TL20= 7x6 TL20= 3x10 MII18H= 3x8 TL20= 7x6 TL20= 3x6 TL20 11 3x6 TL20 11 3x6 TL20= 3x10 M1118H= 2-4-0 36-0-0 8-2-0 14-0-0 22-0-0 + 27-10-0 , 33-8-0 34rQ�-O I 2-0-0 5-10-0 5-10-0 8-0-0 5-10-0 5-10-0 0-4-0 0-4-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.20 M >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.41 L-M >928 180 TL20 245/193 BCLL OD Rep Stresslncr YES WB 0.77 Horz(TL) 0.08 1 n/a n/a BCDL 10.0 CodeFBC20011TPl2002 (Matrix) Weight:180 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing, WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L REACTIONS (Ib/size) P=1692/0-8-0,1=1692/0-8-0 Max Horz P=-150(load case 6) Max UpliftP=-1006(load case 3),1=-1006(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-115/65,B-C=2710/1393,C-D=-2509/1347,D-E=-2333/1348,E-F=-2510/1347,F-G=-2710/1393,G-H=-115/61 BOT CHORD A-P=-601114,O-P=-511116,N-0=-1290/25011,M-N=-1290/2501,L-M=-1 11312333,K-L=-1180/2501,J-K=-1180/2501,I-J=-55/114,H-I=-55/114 WEBS D-M=-44/338,D-L=-267/267,E-L=-26/338,C-O=-244/258,C-M=-240/299,B-P=-1548/1002,B-O=-1259/2410,F-L=-240/300,F-J=-244/257,G-J=-1256/2409, G-1=-1548/1001 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category Il;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1006 Ib uplift at joint P and 1006 Ib uplift at joint 1. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard CV ustomer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T6 Job Truss Truss Type Oty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T7 ROOF TRUSS 1 1 Job Reference(optional) Universal Forest Products,Inc.,Burlington,NC 27215,F.Bradsha 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:07 2004 Page 1 2-4-0 9-2-0 16-0-0 20-0-0 26-10-0 33-8 0 36 0 0 1 2-4-0 6-10-0 6-10-0 4.0-0 6-10-0 6-10-0 2-4-0 Scale=1:66.1 4.00 r12 5x8 TL20- 5x6 TL20 D E 5x8 TL20% 5x8 TL20 C 6 F 3x6 TL20% 3x6 TL20-z�- W4 W4 B G Lo A W H rn c� IM 3x7 TL20= 6 P O N M L K J I 3x7 TL20= 3x10 MI118H= 3x6 TL20= 3x8 TL20= 7x6 TL20= 3x6 TL20 I I 3x6 TL20 11 7x6 TL20= 3x10 MII18H= 2-4-0 36-0-0 2-0-0 9-2-0 16-0 0 20 0 0 26-10-0 33-8-0 34rQ�; 2-0-0 6-10-0 6-10-0 4-0-0 6-10-0 6-10-0 0-4-0 0-4-0 2-0-0 Plate Offsets(X,Y): [C:0-4-0,0-3-0], D:0-3-0 0-2-8 [F:0-4-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.20 M-0 >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.39 M-0 >964 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.08 1 n/a n/a BCDL 10.0 CodeFBC2001fTP12002 (Matrix) Weight:185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) P=1692/0-8-0,1=1692/0-8-0 Max Horz P=-172(load case 6) Max UpliftP=-984(load case 3),1=-984(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-184/84,B-C=-2786/1378,C-D=-2303/1185,D-E=-2115/1194,E-F=-2304/1185,F-G=2786/1378,G-H=-184/79 BOT CHORD A-P=-82/188,O-P=-136/188,N-O=-1289/2571,M-N=-1289/2571,L-M=-925/2114,K-L=-1163/2571,J-K=-1163/2571,I-J=-77/188,H-1=77/188 WEBS D-M=-127/343,D-L=-264/267,E-L=-128/348,C-O=-156/242,C-M=-570/444,B-P=-1546/999,B-0=-1183/2395,F-L=569/444,FJ=-157/242,GJ=-i 178/2394 ,G-I=-1546/998 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 984 Ib uplift at joint P and 984 Ib uplift at joint I. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T7 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 TS COMMON 7 1 _ _ Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradsh 5200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:08 2004 Page 1 7-6-6 12-3-4 18-0-0 23-8-12 28-5-10 36-0-0 7-6-6 4-8-14 5-8-12 5-8-12 4-8-14 7-6-6 Scale=1:65. 5x6 TL20= 4.00 12 D 3x6 TL20% 3x6 TL20� 5x8 TL20� C T�/� E 5x8 TL20-Z BF W W4 W / 3 2 �/�/ W U) A G c+t I' 6 N M L K J I H 3x10 TL20= 300 M1118H= 3x8 TL20= 3x6 TL20= 300 TL20= 3x5 TL20 3x6 TL20= 3x10 M1118H= 3x5 TL20-Z 2-0-0 9-4-14 1 18-0-0 26-7.2 34-0-0 X36-0-0, 2-0-0 7-4-14 8-7-2 8-7-2 7-4-14 2-0-0 Plate Offsets(X.Y): [A:0-5-2.0-1-81,[B:0-4-0,0-3-01, F:0-4-0 0-3-0 [G:0-5-2.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.55 Ved(LL) 0.24 K-M >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.49 I-K >782 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.14 H n/a Ma BCDL 10.0 CodeFBC20011TP12002 (Matrix) Weight:180 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-N,F-H REACTIONS (Ib/size) N=1692/0-8-0,H=169210-8-0 Max Horz N=193(load case 5) Max UpliftN=-941(load case 3),H=-941(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-241/161,B-C=-2879/1432,C-D=-2209/1091,D-E=-2209/1091,E-F=-2879/1433,F-G=-241/161 BOT CHORD A-N=-75/316,M-N=-1405/2738,L-M=-1180/2523,K-L=-1180/2523,J-K=-1039/2523,1-J.1039/2523,H-I=-1263/2738,G-H=-75/316 WEBS B-M=-165/278,C-M=-117/321,C-K=-675/507,D-K=-342/894,E-K=-675/508,E-I=-118/321,F-I=-165/279,B-N=-305411731,F-H=-305411731 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;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 pst bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)All plates are M1120 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 941 Ib uplift at joint N and 941 Ib uplift at joint H. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T8 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T9 ROOF TRUSS ` 2 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:09 2004 Page 1 I— 7-0-5 ��_ 13 1-7 19-6 0 25 10 9 31-11-8 39-0-0 7-0-8 6-0-15 6-4-9 6-4-9 6-0-15 7-0-8 Scale=1:69.9 4.00 12 5x6 TL20 E 3x6 TL20� 3x6 TL20� 3x8 TL20� 3x8 TL20 5x6 TL20% D T F C G 5x6 TL20 BW/� W4 W4 3 H 2 / W I A I I. O P O N M L K J 3x8 TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20= 3x8 TI 20= 3x6 TL20 3x6 TL20= 3x10 M1118H= 3x6 TL20�- 2-2-12 39-0-0 �2 0 10-3-9 2-0-0 8-0-13 9-2-7 9-2-7 8-0-13 0-2-12 0-2-12 2-0-0 Plate Offsets X Y: A:0-3-12 0-1-8 I:0-3-12 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.30 M-O >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.61 K-M >697 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.18 J n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight:194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-P,H-J REACTIONS (Ib/size) P=1833/0-5-8,J=1833/0-5-8 Max Horz P=209(load case 5) Max UpliftP=-1007(load case 3),J=-1007(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-270/104,B-C=-3246/1555,C-D=-3172/1570,D-E=-2476/1220,E-F=-2476/1220,F-G=-3172/1571,G-H=-3246/1556,H-1=-270/104 BOT CHORD A-P=-26/335,O-P=-1631/3082,N-0=-1362/2881,M-N=-1362/2881,L-M=-1208/2881,K-L=-1208/2881,J-K=-1478/3082,1-J=-26/335 WEBS 8-0=-166/309,D-O=-53/326,D-M=-808/602,E-M=-407/1035,F-M=-808/602,F-K=-54/326,H-K=-166/310,B-P=-338511991,H-J=3385/1991 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Dpsf;Category 11;Exp C;enclosed;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)All plates are M1120 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1007 Ib uplift at joint P and 1007 lb uplift at joint J. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T9 Job Truss Truss Type Qty Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T10 ROOF TRUSS 2 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Bradsha " 5. s Sep 30 2003' Tek Industries,Inc. Wed May 19 13:20:59 2004 Page 1 8-0-0 15-8-9 23 3-7 31-0 0 39-0-0 B-0-0 7-8-9 7-6-13 7-8-9 8-0-0 Scale=1:72. 4.0012 5x10 TL20� 3x6 TL20= 2x3 TL20 11 5x10 TL20= 3x10 M1118H= B C D E F W3 Vi r A GBI RP Bi ,n C6 n' O O N M L K J I H 3x10 TL20= 2x3 TL20 11 300 MII18H= 5x10 TL20= 2x3 TL20 11 3x10 TL20= 3x6 TL20% 3x8 TL20= 3x10 M1118H= 3x6 TL20� 2-2-12 39-0-0 B-0-0 15-8-9 T 23-3-7 31-0 0 36-9-4 37r?-0 2-0-0 5-9-4 7-8-9 7-6-13 7-8-9 5-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets X Y: A:0-5-2 0-1-8 8:0-6-4 Ed a F:0-6-4 Ed a [G:0-5-2,0-1-8 [L:0-3-8,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl LJd PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.72 K-L >590 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -1.14 K-L >371 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.22 H n/a n/a BCDL 10.0 CodeFBC2001ITP12002 (Matrix) Weight:186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except* TOP CHORD Structural wood sheathing directly applied. T2 2 X 4 SYP No.1,T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 3-8-1 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt B-0,F-H,B-L,F-K WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 0=183310-5-8,H=1833/0-5-8 Max Horz 0=86(load case 5) Max UpliftO=-1109(load case 3),H=-1109(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-227/63,B-C=-5247/3004,C-D=-5247/3004,D-E=-5247/3004,E-F=-5247/3004,F-G=-227/63 BOT CHORD A-0=0/226,N-O=-1759/3201,M-N=-1753/3207,L-M=-1753/3207,K-L=-2868/5247,J-K=1690/3206,1-J=-1690/3206,H-I=-1696/3201,G-H=0/227 WEBS B-O=-3397/2031,B-N=0/269,F-1=0/269,F-H=-3397/2032,B-L=-1287/2325,C-L=-617/516,C-K=-66/67,E-K=-594/507,F-K=-1287/2326 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1109 Ib uplift at joint O and 1109 Ib uplift at joint H. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T10 Job Truss Truss Type y Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T11 ROOF TRUSS 2 1 Job Reference o tion! Universal Forest Products,Inc.,Burlington,NC 27215,F.Brads.41 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:00 2004 Page-1- 10-0-0 age110-0-0 16-4-0 22 8-0 29-0-0 33 6-11 39-0 0 5-5-6 4-6-11 6-4-0 6-4-0 6-4-0 4-6-11 5-5-6 Scale=1:71. 7x6 TL20— 3x6 TL20= 3x6 TL20= 4'00�12 300 M1118H= 7x6 TL20= C D E F G 5x6 TL20::�-- TP T2 5x6 T1-20� 5 W W4 H 1 , 2 - W A 1 to , fF31 81 R1 T c3 - IV) O o P O N M L K J 3x7 TL20= 5x10 M1118H WB= 3x6 TL20= 3x8 TL20= 3x7 TL20= 3x7 TL20 3x8 TL20= 5x10 MII18H WB= 3x7 TL20---- 2-2-12 39-0-0 29-0-0 36-9-437rO-0 , 2-0-0 7-9-4 9-6-0 9-6-0 7-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets KY): [N:0-5-0,Edae] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.46 M >911 240 M1118H 195/188 TCDL TO Lumber Increase 1.25 BC 0.89 Vert(TL) -0.81 M-O >523 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.21 J n/a n/a BCDL 10.0 CodeFBC20011TPi2002 (Matrix) Weight:187 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-O,F-K REACTIONS (Ib/size) P=1833/0-5-8,J=1833/0-5-8 Max Horz P=108(load case 5) Max UpliftP=-1100(load case 3),J=-1100(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-373/189,B-C=-3326/1834,C-D=-3134/1805,D-E=-4271/2362,E-F=-4271/2362,F-G=-3134/1805,G-H=-3326/1834,H-1=-372/189 BOT CHORD A-P=-127/412,O-P=-1589/2759,N-0=-2263/4179,M-N=-2263/4179,L-M=-2223/4179,K-L=-2223/4179,J-K=-1511/2759,1-J=-127/411 WEBS B-O=-149/603,C-O=-223/610,D-O=-1318/817,D-M=0/262,F-M=0/262,F-K=-1318/817,G-K=-223/610,H-K=-150/603,B-P 3264/2156,H-J=-326412156 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1100 Ib uplift at joint P and 1100 Ib uplift at joint J. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification vaild only when truss is fabricated by a UFPI operated plant.Building Designer shall verity 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 n Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T11 Job Truss Truss Type City Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T12 ROOF TRUSS 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,F.Brads 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:01 2004 Page 1 6-6-6 5-5-10 7-6-0 7-6-0 5-5-10 6-6-6 Scale=1:71.8 5x10 M1118H= 4.00 F12 2x3 TL20 11 5x10 M11181-1= C E 5x6 TL20 — — 5x6 TL20 W4 W4 F Lf 1 2 W rn A G LO rRI 7 IVB 6 6 N M L K J I H 3x7 TL20= 3x10 M1118H= 3x8 TL20= 3x6 TL20-- 3x7 TL20= 3x7 TL20 5-� 3x6 TL20= 3x10 MII18H= 3x7 TL20� 2-2-12 39-0-0 2� 0-p� 12-0-0 I 19-6-0 f 27-0-0 36-9-4 37rP-0 , 2-0-0 9-9-4 7-6-0 7-6-0 9-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets X Y: A:0-0-14 0-0-2 G:0-0-14 0-0-2 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loo) I/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.38 K-M >999 240 MII18H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.60 K-M >709 180 TL20 245/193 SCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.18 H n/a n/a BCDL 10.0 CodeFBC20011TP12002 (Matrix) Weight:192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-N,F-H REACTIONS (Ib/size) N=1833/0-5-8,H=1833/0-5-8 Max Horz N=-129(load case 6) Max UpliftN=-1085(load case 3),H=-1085(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-442/40,B-C=-3241/1766,C-D=-3679/2086,D-E=-3679/2086,E-F=-3241/1766,F-G=-442/40 BOT CHORD A-N=0/462,M-N=-1715/2976,L-M=1535/3022,K-L=-1535/3022,J-K=-1440/3022,1-J=-1440/3022,H-1=-1621/2976,G-H=0/461 WEBS B-M=0/395,C-M=0/311,C-K=-553/942,D-K=-588/514,E-K=-553/942,E-1=0/311,F-1=0/395,B-N=-3262/2283,F-H=-3262/2283 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1085 Ib uplift at joint N and 1085 Ib uplift at joint H. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/fPl 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 V1 __ Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T12 Job Truss Truss Type am. Ply DURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T13 ROOF TRUSS Job Reference(optional) Universal Forest P,roducts,lnc.,Burlington,NC 27215,F.Bradsh 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:02 2004 Page 1 I 7-6-7 14-0-0 19-6-0 25-0-0 31-5-9 39-0-0 7-6-7 6-5-9 5-6-0 5-6-0 6-5-9 7-6-7 Scale=1:72. 5x6 TL20= 4.00 F12 3x6 TL20= 5x6 TL20- C D E 5x8 TL20% 5x8 TL20-::- B / W 5 F T W3 / `\ W3 1 �n A G Lo rEll RPr C IM O O M L K J l H 3x10 TL20= 2x3 TL20 11 5x10 TL20= 500 TL20= 2x3 TL20 11 3x10 TL20= 3x5 TL20% 3x5 TL20z:z� 2-2-12 39-0-0 12 0-0 7-6-7 14-0-0 25-0-0 , 31-5-9 36-9-gip-0 2-0-0 5-3-11 6-5-9 11-0-0 6-5-9 5-3-11 0-2-12 0-2-12 2-0-0 Plate Offsets KY): [A:0-5-2,0-1-81,[C:0-3-0,0-2-121, E:0-3-0 0-2-12 [G:0-5-2,0-1-81, K:0-4-8 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.31 J-K >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.86 J-K >490 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.19 H n/a n/a BCDL 10.0 CodeFBC2001fTP12002 (Matrix) Weight:196 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-M,F-H REACTIONS (Ib/size) M=1833/0-5-8,H=1833/0-5-8 Max Horz M=150(load case 5) Max UpliftM=-1068(load case 3),H=-1068(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-211/46,B-C=-3084/1644,C-D=-2866/1630,D-E=-2866/1630,E-F=-3084/1644,F-G=-211/47 BOT CHORD A-M=0/220,L-M=-1694/3134,K-L=-1694/3134,J-K=-1525/3081,1-J=-1585/3134,H-I=-1585/3134,G-H=0/221 WEBS B-L=0/178,B-K=-356/420,C-K=-165/504,D-K=-511/350,D-J=-511/350,E-J=-165/504,F-J=-356/421,F-1=0/178,B-M=-3330/1931,F-H=-333011933 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2pst;BCDL=6.Opst;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1068 Ib uplift at joint M and 1068 Ib uplift at joint H. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSIITPI 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 ustomer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T13 u;u Job Truss Truss Type y PlyDURHAM BLDG/CRAWFORD/5-19-04/FB 54012307 T14 ROOF TRUSS 2 1 Job Reference(optional) Universal Forest Paoducts,lnc.,Burlington,NC 27215,F.Bradshaw 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:03 2004 Page 1 B-0-0 i6-0 0 23 0-0 31-0-0 39-0-0 8-0-0 8-0-0 7-0-0 8-0-0 8-0-0 Scale=1:72.5 4.00 12 500 M1118H= 500 Mill SH 3x8 TL20% D Tq E 3x8 TL20� 5x8 TL20% T 5x8 TL20� B C 5 F G 3 3 ul A B2 BI H ,n r3 Ir%r 6 0 P O N M L K J I 300 TL20= 2x3 TL20 I I 3x10 MII18H= 3x8 TL20= 2x3 TL20 11 3x10 TL20= 3x5 TL20% 3x6 TL20= 3x10 M1118H= 3x5 TL20-z� 2-2-12 39-0-0 2-0-0 ii 8 0-0 16-0-0 23-0-0 31 0 0 36-9-4 37rp-0 , 2-0-0 5-9-4 8-0-0 7-0-0 8-0-0 5-9-4 0-2-12 0-2-12 2-0-0 Plate Offsets X Y: [A:0-5-2,0-1-81,[H:0-5-2,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.32 M-0 >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.61 M-0 >692 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.18 1 n/a n/a BCDL 10.0 CodeFBC20O1/fP12002 (Matrix) Weight:197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-M,D-L,G-L,B-P,G-1 REACTIONS (Ib/size) P=1833/0-5-8,1=1833/0-5-8 Max Hoe P=172(load case 5) Max Upl1ftP=-1048(load case 3),1=-1048(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-201/61,B-C=-2905/1495,C-D=-2810/1514,D-E=-2675/1521,E-F=-2810/1514,F-G=-2905/1494,G-H=-201/62 BOT CHORD A-P=0/194,O-P=-1687/3207,N-0=-1687/3207,M-N=-1687/3207,L-M=-1253/2675,K-L=-1562/3206,J-K=-1562/3206,1-J=-1562/3206,H-1=0/195 WEBS B-0=0/281,B-M=-625/537,D-M=-89/403,D-L=-323/324,E-L=-87/403,G-L=-625/539,G-J=0/280,B-P=-3394/1881,G-I=-3393/1883 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1048 Ib uplift at joint P and 1048 Ib uplift at joint I. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T14 Job Truss Truss Type y Ply DURHAM BLDG/CRAWFORD/5-19-IM/FB 54012307 T15 ROOF TR 2 1 _ Job Reference o ticnal Universal Forest Froducts,lnc.,Burlington,NC 27215,F.Bra w 5.200 s Sep 30 2003 MiTek Industries,Inc. Wed May 1913:21:03 2004 Page 1 7-0-8 13A-7 , 18-0-0 21-0-0 25-10-9 31-11-8 39-0-0 7-0-8 6-0-15 4-10-9 3-0-0 4-10-9 6-0-15 7-0-8 Scale=1;71. 5x6 TL20= 4.00 12 5x6 TL20= E F 3x8 TL20� 3x6 TL20 — 3x6 TL20z:z� 3x8 TL20� 5x6 TL20% D T G C H 5x6 TL20� B W \4 W J3 2 W Lo A J U')r r Icy O p R O P O N M L K 3x8 TL20= 3x10 M1118H=3x6 TL20= 3x6 TL20= 3x8 TL20= 3x6 TL20 3x6 TL20= 3x6 TL20=3x10 MI118H= 3x6 TL20- 2-2-12 39-0-0 10-3-9 18-0-0 21-0-0 , 28-8-7 + 36-9-4 37TO-0 2-0-0 B-0-13 7-8-7 3-0-0 7-8-7 8-0-13 0-2-12 0-2-12 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.38 O-Q >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.64 O-Q >660 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.17 K n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt B-R,I-K REACTIONS (Ib/size) R=1833/0-5-8,K=1833/0-5-8 Max Horz R=-193(load case 6) Max UpliftR=-1026(load case 3),K=1026(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-293/118,B-C=-3241/1609,C-D=-3165/1624,D-E=-2587/1323,F-G=-2587/1323,G-H=-3165/1624,H-I=-3241/1609,1-J 293/118,E-F=-2406/1296 SOT CHORD A-R=-38/356,Q-R=-1668/3084,P-Q=-1389/2875,O-P=-1389/2875,N-0=-991/2406,M-N=-1247/2875,L-M=-1247/2875,K-L=-1526/3084,J-K=-38/356 WEBS B-Q=-154/320,D-Q=-87/316,D-O=-757/566,E-O=-240/529,G-N=-757/567,G-L=-88/316,I-L=-154/320,B-R=-3381/2057,1-K=-3381/2057,F-N=-240/529 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1026 Ib uplift at joint R and 1026 Ib uplift at joint K. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Truss shall be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.Provide bracing where indicated and within 4"of interior joints.Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's certification 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 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 54012307 Contractor/Job: CRAWFORD Date Req:05/26/2004 Draw No:54012307T15 SHOFFNER IND LEE GRATTON 26 May 2004 8:52 am SUITE 208 7563 PHILLIPS HWY , JACKSONVILLE, FL. 32256- (888)667-7600 FASTBeamO Errgirreerin A!Z, sis Of996-2003 Georgia-Pacific Corpordtion 'tef7btU1I. -+.,u Project : DURHAM CRAWFORD.FBD Mark# : BEAM #2 FLOOR BEAM Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL=L/240 Composite Action : No 3.5",565 psi 3:5";565 psi 120" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 12'0" 3'0"s.c.-FLOOR Uniform(plf) 16 0 0 0 12'0" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 590 590 Max 100% 360 360 Min R'n 230 230 Min 100% 360 360 DL R'n 230 230 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 428 1 0'2" 21 11970 100% 0.04 M(ft-lbs) 1771 1 6'0" 21 44416 100% 0.04 LtRn(lbs) 590 0 0101, 21 6921 100% 0.09 See Note#5 RtRn(lbs) 590 0 12'0" 21 6921 100% 0.09 See Note#5 LLDefl(in.) 0.01 1 6'0" 21 0.40 U14537 TLDefi(in.) 0.02 1 6'0" 21 0.60 U8864 USE: GPLAM 2.0E 1.75x18.00"2 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from 'Supports'section above. 6.Searing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center. Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%, 30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115%•/2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL) SHOFFNER IND LEE GRATTON 26 May 2004 8:52 am SUITE 208 7563 PHILLIPS HWY , JACKSONVILLE, FL. 32256- (888)667-7600 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Project : DURHAM CRAWFORD.FBD Mark# : BEAM#1 FLOOR BEAM Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL=L/360 TL= L/240 Composite Action : No 8.0%565 psi 8.0",565 psi LOADS Project Design Loads:Floor. Live=40 psf,Dead=15 psf,-Roof:Live=20 psf,Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 80 0 100% 0 010" 15'8" WALL 2 Span Carried(psf) 55 40 100% 0 0101, 15'8" 10'4"s.c.-FLOOR 3 Span Carried(psf) 40 20 125% 0 0101, 15'8" 35'0"s.c.-ROOF Uniform(pif) 16 0 0 0 15'8" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the Meci>ted span. SUPPORTS(Ibs) 1 2 Max R'n 8463 8463 Max 100% 1622 1622 Max 125% 2742 2742 Min R'n 4100 4100 Min 100% 1622 1622 Min 125% 2742 2742 DL R'n 4100 4100 Min Brg(in.) 4.28 4.28 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6482 1 11101, 71 14962 125% 0.43 M(ft-lbs) 33147 1 7'10" 71 55520 125% 0.60 LtRn(lbs) 8463 0 0101, 71 15820 100% 0.53 See Note#5 RtRn(lbs) 8463 0 15'8" 71 15820 100% 0.53 See Note#5 LLDefl(in.) 0.25 1 7'10" 71 0.52 L/765 TLDefl(in.) 0.48 1 7'10" 71 0.78 U394 USE: GPLAM 2.0E 1.75x18.00"2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load Is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%•/2, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern= 1 for LL,0 for DL). SHOFFNER IND LEE GRATTON 26 May 2004 8:54 am m' SU11'E 208 7563 PHILLIPS HWY , JACKSONVILLE, FL. 32256- (888)667-7600 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version:4.0 Project : DURHAM CRAWFORD.FBD Mark# : BEAM#3 FLOOR BEAM Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL=L/360 TL= L/240 Composite Action : No 3.5",565 psi 15"'565 psi 107' LOADS Project Design Loads:Floor.,Live=40 psf,Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(lbs) 590 429 100% 0 3'5" BEAM#2 Uniform(plf) 16 0 0 0 10'7" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 486 277 Max 100% 291 139 Min R'n 196 139 Min 100% 291 139 DL R'n 196 139 Min Brg(in.) 1.50 1.50 (Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 459 1 0'2" 21 11970 100% 0.04 M(ft-lbs) 1566 1 3'5" 21 44416 100% 0.04 LtRn(lbs) 486 0 0101. 21 6921 100% 0.07 See Note#5 RtRn(lbs) 277 0 10'7" 21 6921 100% 0.04 See Note#5 LLDefi(in.) 0.01 1 5'3" 21 0.35 U22443 TLDefl(in.) 0.01 1 5'3" 21 0.53 U13355 USE: GPLAM 2.0E 1.75x18.00"2 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction Is based on the combination of foods&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. & This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces, 2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 13.Group.=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). SHOFFNER IND LEE GRATTON 26 May 2004 9:01 am SUI i E 208 7563 PHILLIPS HWY , JACKSONVILLE, FL. 32256- (888)667-7600 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version:4.0 Project : DURHAM CRAWFORD.FBD Mark# : BEAM #4 FLOOR BEAM Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defi : LL= 1_/360 TL= L/240 Composite Action : No Li 3.5".565psi 8.0",565 psi 3.5".565 psi 20,8.. 14,4„ LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf,•Roof:Live=20 psi,Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Partial(plf) 80 0 100% 0 010.. 35'0" WALL 2 Span Carried(psf) 55 40 100% 0 010.1 35'0" 12'0"s.c.-DECK FLOOR 3 Span Carried(psf) 40 20 125% 0 0101, 35'0" 4'0"s.c.-ROOF Uniform(plf) 25 0 0 0 35'0" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span LOAD PATTERNS(*=span loaded) 1 2 1 * * 2 3 SUPPORTS(lbs) 1 2 3 Max R'n 4445 11472 2826 Max 100% 2127 5350 1550 Max 125% 354 892 258 Min R'n 1826 5230 423 Min 100% -118 2008 -509 Min 125% -20 335 -85 DL R'n 1964 5230 1017 Min Brg(in.) 1.50 3.87 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4925 1 20-4" 21 17955 100% 0.27 M(ft-lbs) 19251 1 20'8" 21 66624 100% 0.29 LtRn(lbs) 4445 0 0101. 72 10382 100% 0.43 See Note#5 RtRn(lbs) 2826 0 35'0" 73 10382 100% 0.27 See Note#5 IntRn(lbs) 11472 0 20'8" 71 23730 100% 0.48 See Note#5 LLDefl(in.) 0.16 1 10'3" 72 0.69 U1535 TLDefl(in.) 0.28 1 10'3" 72 1.03 U898 LLDefi(in.) 0.05 2 7'3" 73 0.48 U3653 TLDeflQn.) 0.06 2 7'3" 73 0.72 U3048 USE: GPLAM 2.0E 1.75x18.00" 3 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. If. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Crawford residence Builder: Barnette Construction Address: 4140 Ocean Blvd Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number.- Owner: Crawford Jurisdiction Number: 261100 Climate Zone: North }. 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 I SEER: 10.00 - 4. Number of Bedrooms 4 _ b. Central Unit Cap:24.0 kBtu/hr - 5. Is this a worst case? No __. SEER: 10.00 - 6. Conditioned floor area(ft=) 2795 fl' c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear glass,default LI-factor 0.0 ft2 527.0 ft= _ 13. Pleating systems b. Default tint 0.0 ft- 0.0 ft' _ a. Electric Heat Pump Cap:36.0 kBtu/hr - c. Labeled U or SHGC 0.0 fP 0.0 ft' HSPF:7.10 8. Floor tvpes _ h. Electric Heat Pump Cap:24.0 kBtu/hr a. Raised Wood,Stem Wall ft _ HSPF:7.10 b. Slab-On-Grade Edge Insulation R=0.0, 183.0(p)ft _ c, N/A c. N/A 9. Wall types 14. Hot water systems I a. Concrete,Int Insul,Exterior R-6.0, 1 1 17.0 W _ a. Electric Resistance Cap:66.0 gallons - b. Frame,Wood,Adjacent R=19.0,31 1.0 fh _ EF:091 c. Frame,Wood,Exterior R=19.0. 108 3.0 ft= b.N/A d. N/A e. N/A c. Conservation credits 10. Ceiling types _ (FIR-Heat recovery,Solar a. Under Attic R=30.0, 1615.0 I'll _ DHP-Dedicated heat pump) b. N/A _ 15. HVAC credits MZ-C,PT,MZ-II c. N/A (CF-Ceiling fan,CV-Cross ventilation, 1 1. Ducts ITF-Whole house fan, a. Sup:Con. Ret:Con. AH(Sealed):Garagc Sup, R=6.0, 150.0 ft _ PT-Programmable Thennostat, b. Sup:Une. Ret: [Inc. AH(Sealed):Attic Sup.R=6.0, 125.0 fl_ MZ-C-Multizone cooling, NiZ-1-I-Multizone heating) I Glass/Floor Area: 0.19 Total as-built points: 39959 PASS Total base points: 40181 I hereby certify that the plans and specifications covered Review of the plans and cttsr by this calculation are in compliance with the Florida specifications covered by this X04 = ATO Energy Code. calculation indicates compliance - with the Florida Energy Code. o PREPARED BY: Before construction is completed a DATE: C this building will be inspected for with Section 553.908 compliance *� I hereby certify that this building, as designed, is in liance I' p � 5 compliance with the Florida Energy Code. Florida Statutes. coD Wr' OWNER/AGENT: BUILDING OFFICIAL; DATE: DATE: Ener Gaie®n (Version: gy g ( rsion: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 4/40 Ocean Blvd, Atlantic Beach, Fl, 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 2795.0 20.04 10082.1 Double, Clear W 10.0 8.0 12.0 38.52 0.48 220.9 Double, Clear S 4.0 6.0 18.0 35.87 0.59 381.0 Double,Clear S 2.0 14.0 9.0 35.87 0.97 312.1 Double,Clear S 2.0 14.0 9.0 35.87 0.97 312.1 Double, Clear E 12.0 8.0 102.0 42.06 0.43 1857.5 Double,Clear S 20.0 8.0 60.0 35.87 0.44 942.9 Double, Clear E 2.0 19.0 54.0 42.06 0.99 2258.7 Double, Clear N 2.0 20.0 72.0 19.20 0.99 1374.3 Double,Clear N 2.0 6.0 9.0 1920 0.90 155.5 Double, Clear S 2.0 8.0 39.0 35.87 0.86 1197.6 Double,Clear E 2.0 8.0 56.0 42.06 0.91 2150.0 Double,Clear N 2.0 8.0 51.0 19.20 0.94 919.1 Double, Clear W 2.0 8.0 36.0 38.52 0.91 1266.7 As-Built Total: 527.0 13348.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 311.0 0.70 217.7 Concrete, Int Insul, Exterior 6.0 1117.0 0.85 949.5 Exterior 2200.0 1.70 3740.0 Frame,Wood,Adjacent 19.0 311.0 0.40 124.4 Frame,Wood, Exterior 19.0 1083.0 0.90 974.7 Base Total: 2511.0 3957.7 As-Built Total: 2511.0 2048.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 78.0 6.10 475.8 Exterior 78.0 6.10 475.8 Adjacent Wood 19.0 2.40 45.6 Base Total: 97.0 521.4 As-Built Total: 97.0 521.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1615.0 1.73 2793.9 Under Attic 30.0 1615.0 1.73 X 1.00 2793.9 Base Total: 1615.0 2793.9 As-Built Total: 1615.0 2793.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 183.0(p) -37.0 -6771.0 Raised Wood.,Stem Wall 19.0 115.0 -1.50 -172.5 Raised 115.0 -3.99 -458.9 Slab-On-Grade Edge Insulation 0.0 183.0(p -41.20 -7539.6 Base Total: -7229.9 1 As-Built Total: 298.0 .7712.1 EnergyGauget DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 4140 Ocean Blvd, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2795.0 10.21 28536.9 2795.0 10.21 28536.9 Summer Base Points: 38662.3 Summer As-Built Points: 39537.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 39537.4 0.600 (1.000 x 1.147 x 0.95) 0.341 0.902 8721.8 39537.4 0.400 (1.090 x 1.147 x 1.05) 0.341 0.902 5814.5 38662.3 0.4266 16493.3 39537.4 1.00 1.194 0.341 0.902 14536.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 4140 Ocean Blvd, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2795.0 12.74 6409.5 Double,Clear W 10.0 8.0 12.0 2073 1.19 296.2 Double, Clear S 4.0 6.0 18.0 13.30 2.06 494.2 Double,Clear S 2.0 14.0 9.0 13.30 1.01 120.6 Double, Clear S 2.0 14.0 9.0 13.30 1.01 120.6 Double, Clear E 12.0 8.0 102.0 18.79 1.39 2664.3 Double, Clear S 20.0 8.0 60.0 13.30 3.61 2880.1 Double, Clear E 2.0 19.0 54.0 18.79 1.01 1021.5 Double,Clear N 2.0 20.0 72.0 24.58 1.00 1769.2 Double,Clear N 2.0 6.0 9.0 24.58 1.00 222.2 Double,Clear S 2.0 8.0 39.0 13.30 1.12 579.6 Double,Clear E 2.0 8.0 56.0 18.79 1.04 1089.7 Double, Clear N 2.0 8.0 51.0 24.58 1.00 1256.5 Double, Clear W 2.0 8.0 36.0 20.73 1.02 763.7 As-Built Total: 527.0 13278.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 311.0 3.60 1119.6 Concrete, Int Insul, Exterior 6.0 1117.0 5.15 5752.5 Exterior 2200.0 3.70 8140.0 Frame,Wood,Adjacent 19.0 311.0 2.20 684.2 Frame,Wood, Exterior 19.0 1083.0 2.20 2382.6 Base Total: 2511.0 9259.6 As-Built Total: 2511.0 8819.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 78.0 12.30 959.4 Exterior 78.0 12.30 959.4 Adjacent Wood 19.0 11.50 218.5 Base Total: 97.0 1177.9 As-Built Total: 97.0 1177.9 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1615.0 2.05 3310.8 Under Attic 30.0 1615.0 2.05 X 1.00 3310.8 Base Total: 1615.0 3310.8 As-Built Total: 1615.0 3310.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 183.0(p) 8.9 1628.7 Raised Wood,Stem Wall 19.0 115.0 0.80 92.0 Raised 115.0 0.96 110.4 Slab-On-Grade Edge Insulation 0.0 183.0(p 18.80 3440.4 Base Total: 1739.1 1 As-Built Total: 298.0 3532.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®lFIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 4/40 Ocean Blvd,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2795.0 -0.59 -1649.0 2795.0 -0.59 -1649.0 Winter Base Points: 20247.8 Winter As-Built Points: 28469.8 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) 28469.8 0.600 (1.000 x 1.169 x 0.95) 0.480 0.902 8880.2 28469.8 0.400 (1.069 x 1.169 x 1.05) 0.480 0.902 5920.1 20247.8 0.6274 12703.5 28469.8 1.00 1.199 0.480 0.902 14800.3 EnergyGaugeT^" DCA Form 60OA-2001 EnergyGaugee/F1aRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 4/40 Ocean Blvd,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 66.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 16493 12703 10984 40181 14536 14800 10622 39959 PASS �qF�ftE STA� O f�c0D �y� EnergyGauge"'m DCA Form 600A-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 4/40 Ocean Blvd, Atlantic Beach, FI, 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 112"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 betwee- 11n floors. _ _ Additional Infiltration reqts 606 1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFP 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 must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78% _ — 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems Showerheads y - 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 EnergyGauge0p,/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.5 The higher the score,the more efficient the home. Crawford. 4140 Ocean Blvd, Atlantic Beach, FI, 1. New constriction or existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:36.0 k$tu/hr 3. Number of units,if multi-family l _ SEER: 10.00 4. Number of Bedrooms 4 b. Central Unit Cap:24.0 kBtu/hr 5. is this a worst case? No _ SEER: 10.00 6. Conditioned floor area(ft2) 2795 ft= c. N/A 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 ti= 527.0 ft' _ 13. Heating systems b. Clear-double pane 0.0 ft= 0.0 ft= _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft' _ HSPF:7.10 _ d.Tint/other SHGC-double pane b. Electric Heat Pump Cap:24.0 kBtu/hr 8. Floor types __ HSPF:7.10 _ a. Raised Wood,Stem Wall R-19.0, 1 15.0ft' _ c. N/A b. Slab-On-Grade Edge Insulation R=0.0, 183.0(p)ft _ c. N/A 14. Hot water systems 9. Wali types _ a. Electric Resistance Cap:66.0 gallons _ a. Concrete,lnl Insul,Exterior R=6.0, I 117.0 fl' EF:0.91 b. Frame,Wood,Adjacent R=19.0,311.0 11' b. N/A _ c. Frame,Wood.Exterior R=19.0, 1083.0 ft' - - d. N/A _ c. Conservation credits _ e. N/A (I IR-Heat recovery,Solar 10. Ceiling types _, DHP-Dedicated heat pump) a. Under Attic R=30.0, 1615.0 W 15. HVAC credits MZ-C,PT,MZ-H _ b. N/A -__ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con, AH(Sealed):Garage Sup. R=6.0, 150.0 F1 _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup. R=6.0, 125.0 ft MZ-1-1-Multizone heating) I certify that this home has complied with the Florida.Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�zHE sTAT� in this home before final inspection. Otherwise, a new EPL Display Card will be completed O*f% based on installed Code compliant features, Builder Signature: - -- Date: Address of New Flome: City/FL Zip: ll C0D W'E *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This isnot a Building Energy Rating. ff your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar7°designation), your home may qualif}fior energy eff ciency mortgage(EE,M) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 orsee the EnerSy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For iraformcxtion about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRCPB v3.30) I -J BUILDING ANALYSIS REPORT Zone Down x ,z Energy Design Systems Job: 6004 1�1 _Oak vaie Pd,J ,._,n,Ile ,_.__;t( �e�a 90 S2 F iv �il�l ,i� _nr�;�,�It !u�_7<< �Lre l MI aIODINE . IBM For: Cra%n.,ford residence 4/40 Ocean Blvd, Atlantic Reach, Fl III NIEMEN lippapIpli . . Htg Cig Infiltration Outside db(`'F) 39 92 Method Simplified Inside db('F) 72 72 Construction duality Average Design TD ("F) 33 ; () Fireplaces 0 Daily range _ Inside humidity (?lo) 50 Moisture difference (gr/lb) - 65 Wallcomponent ---� Dtuhfffi � 43tu� �� '!,Of4oac1 4.8 1 1 Windows 23.9 8326 ' 28.41 Doors 1�.'<'_ 865 Ceilings 1.t 343 1.2I Floors 26.7 ' 4892 16 ! Fours 0 Infiltration 18.0 ( 1.306 24.9 Ducts 355 j.3 Total - 29364 1 o 0 i 1:11ga ill IMIJ! MO. IN Component Bt "t? Duds Walls i ?. 416614.9 r ,; Windows 4i.8 16618 9,5 nr Doors 12.7 72 4 2.6 Ceilings 1.6 507 1.8 Floors 0.0 0 0.0 , Infiltration 6-2 2530 a3' Ducts 1581 s Internal gains 1800 6.4 L.__.Total --------- --� - -27925 - -- _1M,o Cooling at 84 % SMR = 2.7 ton Cooling air flow= 492 cfm/ton {Cooling at 70% SHR = 3.2 ton Cooling at 400 cfm/ton = 3.3 ton Overall 11-Value = 0.275 Rtuh1fV-'F Data entries checked- �_ .+4�rr„,�. e,i-'duan_-nea arvJ �tti�cis+.�u iii�1't1,��_ nne�nt�rr,�gliS�iftl I n t�r�'i l 1 4; ,c in f;I�a�d,na Exch rsr Page 1 ISI HT-J LOAD AND EQUIPMENT SUMMARY Zone Down .,., Energy Design Systems Nob: 6004 o f a' tale ?5-1,�arisolwiii. I. :'S9 rh,n: 'al.W Y17 1, Fm jil »si_nr,t For: Cravvford residence 4/40 Ocean Blvd, Atlantic Beach, F1 Notes: UJA UV Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 "F Outside db 92 '--F Inside db 72 FF inside db 72 'F Design TD °F Design TD 20 `'F Daily range L Relative humidity 50 % Moisture difference 65 gr/lb Heating Summary Sensible Cooling Equipment Dead Sizing Building heat loss 29364 Btuh Structure 27925 Btuh Ventilation air 0 cfM Ventilation 0 Btuh Ventilation air lass 0 Btuh Design temperature swing 3.0 '-F Design heat load 29364 Btuh Use mfgdata n Rate/swing Multiplier 0.97 Infiltration Total lens. Equip. load 27057 Btuh Method Simplified Latent Cooling Equipment Egad Sizing Constwction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5046 Btuh Area (W) 1500 1500 Total latent equip. load 5506 Btuh Volume (ff) 15-000 15000 Air changes/hour 0.30 0.40 Total equipment load 32594 Btuh rluiv. AVF(cfm) 201 !1 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 "F Total cooling 0 Btuh Actual heating fan 0 cfrn Actual cooling fan 0 cfM Heating air flow factor 0.000 cfm/Stuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensl0le heat ratio 0 % Prin'taut certified by ACC:A to meet all requirements of Manual J 7th Ed. .. 0 I"A � �a Hili�urtr k id�nii al p si -zl a .. , ,. _:�Dnani o.nt�rand: Ibn-plru,i m,lP.b Ca.ulRe,nt.nfq ht"-.ti1. . i -1 i�l r:ce,.ii F:P,d Ntl F',::hsr RIGHT-J BUILDING ANALYSIS REPORT Zone Up Energy Design Systei 1OW,5Oak 'aleRd Jack sonliII •R321h+Fhorn� '014 ,".1 1 an IF, ncas r'eI IN 9111111119MMMMM FOr; Cravn4ord residence 4,40 Ocean Blvd, Atlantic Beach, F! Htg Clog Infiltration Outside db(°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD ("F) 33 20 Fireplaces 0 Daily range - L Inside humidity 50 Moisture difference (gr/lb) - 65 Component tuhlifi' Btuh 1% of load Inr i,Mnon Walls - 2.0 2144 12.4 Windows 23.9 4 354 25.2 ma".•,�._I I Doors 15.2 607 3.5 Ceilings 1.1 f '1410 8.1 Floors 15.3 I 3067 22.9 i Infiltration 18.0 4000 1 23.1 Ducts 824 4.8'� Total 17312 100.0 -Component 3tuh/ft' Btu %of load ,f Walls - --- -- '1.7 I 14-193 6 10.indows 48.3 8790 51.8 IntiRr.sircn D®Ori12.r j 508 3 0 Ceilings 1.6 205.11 12.1 Floors 0.0 ' 0 0.0 _ Infiltration 6.2 1387 8.2 Ducts 1543 9.11 Internal pains -q00 5,3 Total 16972 L 100.0 Cooling at 83 % SHR = 1.7 ton Cooling air flog= 489 cfm/ton Cooling at 70 `oto SHR = 2.0 ton Cooling at 400 cfmlton = 2.0 ton Overall U--Value= 0.133 Btu hfft'-'F Data entries checked. _sstcnnera lv I ncln-111 "VVI I(jh[1 n 'i wdor i vc�l-I C,r an I-Ivd A 11 F 1,isr RIGHT-RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems Job: 612/04 a Hili Oak Vain-RI IacI�,_n.,lle 11 32251-4 Phone F Ila:_eit:3i jyIr 15t n,it For: Crawford residence 41.40 Ocean Blvd, Atlantic Beach, FI Notes; Imill NMI N 01 IN I n : Weatheri Jacksonville, Mayport Naval, FL , LAS Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 °F Inside db 72 "F Design TD 33 "F Design -1-D 20 °F Daily range I_ Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 17312. Btuh Structure 16972 Btuh Ventilation air 0 cfm Ventilation 0 Btu Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 17312 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total lens, equip. load 16463 Btuh Method :simplified Latent Gaoling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2766 Btuh Area (ft') 12.95 1295 Total latent equip. load 3456 Btuh Volurne(W) 11655 11655 Air changes/hour 0.57 0.32 Total equipment load 19919 Btuh Equiv. AVF (cfm) 110 63 Heating Equipment Summary Gaoling Equipment Summary Make n/a Make nfa Trade n/a Trade n/a nla n/a n!a Efficiency rVa Efficiency n/a Heating input 1sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 0 cfin Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACOA to meet all requirements of Manual J 7th Ed. ght-:7ui 1 _ i;n+inlr,r,Or' I> F'4Tr:4 ,,+�',¢�;�, � ).CJocum�nC�and'>1irirs.icu^c:r �`,C,'yL r,umentetl� VahtsnRu :ir.,+Yordr, I-ICc C_I,,1AIln::hrsr CITY OF ATLANTIC BEACH l� BUILDING AND PLANNING � �i X111 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 + •'.• http://ci.atlantic-beach.fl.us December 29, 2003 Re: 1065 Ocean Blvd. To Whom It May Concern; This is to certify that the single family home at 1065 Ocean Blvd, has been demolished. This was demolished before 12/31/03. The demolition permit number is 03-27375. Please contact me if you need anything further. Sincerely, , r Don C. Ford Building Official Cc:file HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Dec 29 2003 3:28pm Last Transaction Date TimeTune Identification Duratign Pales btsult Dec 29 3:27pm Fax Sent 92472816 0:40 1 OK CITY OF ATLANTIC BEACH T j 800 SEN UNOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027375 Date 12/10/03 Property Address . . . . . . 1065 OCEAN BLVD Tenant nbr, name . . . . . . DEMO 1 STORY RESIDENCE Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- ------- ------- ------ ---- -- ----- - -- - - -- CRAWFORD, JOEL DAVID BARNETTE CONSTRUCTION INC. 447-3 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 655-5118 (904) 249-9839 -------------------------------------------------------- -------------------- 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ro� DEMOLITION PERMIT APPLICATION ;t Date:C)Sr' '10, Z�a Job Address: 6 OG l''A N ?S0\)LJ-ENNLV) Owner of Property: d� V G W Q c Address: S6 Z e ep one: Legal Description: -Block-Number: d Lot NumDistrict: ber; Zoning Dist Contractor: #V vis 60N) • )N(/ • State License Number: C1�`1G Contractor's Address: 441 P`iT L ' Vy )T 'r AM.. Mco r • 7S'047-37 �� Q� 131 Telephone: 1 • 1� S — Fax: �6r-1 �,� Describe proposed use and work to be done: POW.A-0� 0 N ��vv/�l/ © t �w Present use of land or building(s): V. is k 0 ZN Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. ►tl this 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. ❑ 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 corre / 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 4. -a Signature of Contractor: Date: Z'� Address and contact information of person to receive all correspondence regarding this application (please print). Name: 5 3� -..i r� w Mailing Address: $3b • � �-�+' w .`4 AK L.. 2250 .G Telephone: _ _Fax:OL 7 - 2'b _E-Mail: 50 WT60k0 49 A6L• A+'bW1 AS TO OWNER: Sworn to and subscribed before me this day of Q_Qc 1 49A ,20_0_�L. State of Florida,County of Duval Notary's Signature: tire" M. ❑JANE DORNBROCK ersonally known �.; MY COMMISSION#DD 043554 Produced identification EXPIRES:August 3,2005 orufe BdThruNolaryPublcUMerwrMera Type of identification produced ki S .LS,onSE_'_ AS TO CONTRACTOR: Sworn to and subscribed before me this day of _�(�` Ck�V: ?j State of Florida,County of Duval R Notary's Signature: JENNIFER SCHLUETER I rR: MY COMMISSION#DD 121301 C,1'ersonally known _ a EXPIRES;May 27,2006 ❑ Produced identification Bonded Thru Notary Public Underwrilers Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH APPLICATIO14 FOR PLUTABING PERMIT JOB LOCATION 10,4� PLUMBING CONTRACTOR Wt'Fantfe roirst PCumbfng Corp. LICENSE NUMBERS OWNER �iV/L/ BUILDING CONTRACTOR TYPE OF BUILDING SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS y! OTHER //7z-Z oe', _TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . 0003328 DEPARTMENT OF BUILDING s CITY OF ATLANTIC BEACH !" �7l'� ��76'� 31�'t�t"1 Attct]r +�Z �,C?t3�r Ct�`#.",tl;I'+i' r�+�uL.�x�►�xlr� orlwit 'rypo >r jit)!torn w'rL.R1 rT�ac j lc^c , il"' oxxvA zz"3 1Id 'xas eat`''rto rt "Wr A x x T�� 1nWt,r.. Typo's wood r"Atwit >«.cst� � z��cTr: m��c c�On a t�pet t��+�rs `�.>k�crt.ls T"htt�L.Y °!"`crAtraM#mh�t s xttt�r= t,1 fi��r' .11iat�R�'s � ��rrd�z +C3 �vtacsxvats�xc�x�t ��, xx�eart�et' 'v'e9.tx�r: �Cll.��► L9at T 3./1 t .011VI M t4 t!®txsM 3 yh �s `v !'V'vC jtj% istc v !"itan :!N r-rett TCS mmrAz' s �%` i .4 rintim yA 1i�y,1c��■3.11!y y' y.. Iowa; Iwo. A r � .,�F meyqp■ y,� +�n�pyw.�Yy�y ,yam y�y .yam y� �W �y �y.�, too w lTllita 1 Ww9!'R,lta �z 't'! T"',t.WT'Tltit..t"a�a�rX L 1Ne'rl xc IrAll Ito.K Ad Wow f 02� �� A VL"ittXv, 1*JNC311lm� I .XAG 1t..LICC.",I�1xl�Ikon, rL. 3zzlt7f Tt:lCAUL,�� IT#Ax� 'bt9 CMCJ sA ► xTa�rtx� Imo . SCI.inr ACT :joler po e► a �yp�y� yv , il�R�i m a aa" k 4 1J i NS. l d NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERh4 T VOID SIX MONTHS AFTER DATE OF ISSUE BUi 1 DING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CL RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. t AILURE TO COMPLY WITH THE MECHAN'ICS' LIEN LAW CAN RESULT IN T E PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.'' VIII.IpA�"II>II i111'Es IIIt18191 °: ISS ED ACCORDIN TO APPROVED PLANS WHICH ARE PART OF THIS MSU TO REVQCFOR Y TION OF APPLICABLE PROVISIONS OF LAW. . ATLA�TIC BEACH BUILDING DEPARTMENT Qy. r .. IV dor ' CITY OF �j ��a�rtic �eacl r 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)Z47-5800 FAX(904)247-5805 April 22, 1996 Mr. Huffman 1065 Ocean Boulevard Atlantic Beach, FL 32233 Dear Mr. Huffman: Our records indicate that you are the occupant of the following property in the City of Atlantic Beach, Florida: 1066 Ocean Boulevard a/k/a Lot 4, Block 40, Atlantic Beach "A" RE#170266-0000 Investigation of this property discloses tht I have found and determined that you are in violation of Chapter 24, Section 24-163- Boats, motor homes and trailers must be parked or stored behind the front yard setback line. t You are hereby notified that unless the conditions above described are remedied withiin two (2) days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 for a repeat violation. Sincerely, Karl W. Grunew la d Code Enforcement Officer KWG/pah cc: Public Safety Director VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED 4 CITY OF retic �eac� - �Gvrida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5315 TELEPHONE(904)247-SHOO FAX(904)247-5805 April 5, 1996 Annie Lee Casner 1065 Ocean Boulevard Atlantic Beach, FL 32233 Dear Ms. Casner: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1066 Ocean Boulevard a/k/a Lot 4, Block 40, Atlantic Beach "A" RE#170256-0000 Investigation of this property discloses tht I have found and determined that you are in violation of Chapter 24, Section 24-163 - Boats, motor homes and trailers must be parked or stored behind the front yard setback line. You are hereby notified that unless the conditions above described are remedied withiin two (2) days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 for a repeat violation. Sincerely, Karl W. Grunewald Code Enforcement Officer KWG/pah cc: Public Safety Director VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF dead - '&u� dc¢ 800 SEMINOLE ROAD __��^,_-_-------_-_ -- ATLANTIC BEACH,FLORIDA 32233-5445 -'Vr- TELEPHONE(904)247-5800 FAX(904)247-5805 April 26, 1996 Annie Lee Casner 1065 Ocean Boulevard Atlantic Beach, FL 32233 Dear Ms. Casner: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1066 Ocean Boulevard a/k/a Lot 4, Block 40, Atlantic Beach "A" RE#170266-0000 Investigation of this property discloses tht I have found and determined that you are in violation of Chapter 24, Section 24-163 - Boats, motor homes and trailers must be parked or stored behind the front yard setback line. You are hereby notified that unless the conditions above described are remedied withiin two (2) days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 for a repeat violation. Sincerely, Karl W. Grunewald Code Enforcement Officer KWG/pah cc: Public Safety Director VIA HAND DELIVERY CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 �_�- -- ----- -- TELEPHONE(904)247-5800 FAX(904)247-5805 April 5, 1996 Annie Lee Casner 1065 Ocean Boulevard Atlantic Beach, FL 32233 Dear Ms. Casner: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1066 Ocean Boulevard a/k/a Lot 4, Block 40, Atlantic Beach "A" RE#170255-0000 Investigation of this property discloses tht I have found and determined that you are in violation of Chapter 24, Section 24-163- Boats, motor homes and trailers must be parked or stored behind the front yard setback line. You are hereby notified that unless the conditions above described are remedied withiin two (2) days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 for a repeat violation. Sincerely, 4a W. Grunewald /p V y 3/,I'll" _Z-1r.01/1 --- 4- Code Enforcement Officer KWG/pah r,4 cc: Public Safety Director VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED rrnurl= Hu. May. 63 1996 09:57AM P1 To: George Worley From: Wally Sears Re: Motor Home Date: 5/3/96 George,I would like to bring to your attention the large motor home at 1065 Ocean Blvd. It has been panted in the drive way for months. Pleasehave it remoed. Thank You Wally Sears H. 249-6787 FOR OFC S ONLY FI Y U AU Date_�//40/4�...........19 ...... /e--40 Permit *........................Fee$./.)........... ,CITY OF ATLANTIC BEACH Valuation $--- ..................... C. FLORIDA House #---14?Ml ............................................................................ APPLICATION FOR BUILDING PERMIT ............................................................................ Application is hereby made for the -approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that-a list of sub-contractors be submitted to this office so that licenses can be verified. r/"� Da ................. ......................................................1 19.. 2- ------_------------- �' L;C 6 14�J N L,) Owner_'�/')K�'C (�' ...........---Address...................................................P.....Telephone No. ------------------_--------4........................... Architect..............................................................................................Addresa.....-.....................................................Telephone No............................. k '3c� -"-Y' .. ......... . .......... —A-Afelephone Contractor ...... ...........Address.4-q�"��95r�..'�� Lot No. +---------------------------------------Block No.. Sub DiviaionA--7`G:Ai"J !4...............Zone................. - ----------------------------------------------------------Street--------------------------Side Between--...... ........................................and......................................................Sta. Valuation $-4,90-0c_'___.....:For what purpose will building be used__A='5 1 10 " 1 1---. ........................... ....... ..Type of construction...t.j�: A i,� F Dimensions of Building.A.... ----------Dimensions of Lot---- Z Size of Footingsl.!��..:Z.8 . .. .... .................................. ...................... % Size of Piers._<6�p--- ....Size of Sills-2--- .............Greatest Sill Span in ft-----7..._�_!q.-1-------Type Roof...!�'�................................ How will Building be Heated? ---------- ...............Will Building be on Solid or Filled Ground?.... ................. Size of Ceiling Joists----Z--*21-.-(--------------------........ Distance on Centers......)_L.zi.............................., Greatest Span__:.:_....._...._.._..._........._.... ..................................... Size of Floor Joists-_.. .... ..............Distance on Centers_.....-.1ka.-tSpan...:_` ........ ..........................., Greatest ................................ Size of Rafters------------------------------------------------------- Distance on Centers ......................................... Greatest Span.__......_........... This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet, from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. z Z 3. When steel is in place and ready to pour beam. :I 4. When framing Is completed. E-43 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. W 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of pei given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with',Aliel attached plans d specifications, which are a part hereof, and in accordance with the building regulations of the City pf�Atlaptl Signature of Builder. . ................ ..(,.-----• Address.A.<L2 .............:....................... Signatureof Owner--------- ------------------------------------------------------------- Address.................................................................................................... )I J,N ID I)'r1l A th�:, Foi This pl in approvl-,d sub." (_ ' t" lowing provisions being includcd in the buildin(j ., In hollow niasonr iirit Ginn3- truction, :-ich unit shall be r(�itiforck -d wi-t-11 -it ]_-ist (-)ri(- No , 15 bar at all corners; Y?oiire(j and tamp(:d With such roinforcing shall be properly ti,-2d into th- fnotin,; I-Ind sp,-Indrel boom. All wood truss riftcrsI---r(.-)(A_ const ruct ion shall be securely E`i_s tc_,ned to t,hc_21_X_'t _wi 1- 1 f--,- raitli approvod hurricane anchors or clips ., Pootin,"Is bo continuous monolithic concrc,t(_.� un(I(I-r r-k-,inforced with two 5/8" deformed riAnforcint; rod s for 01I1I",t(_.)rY buildings and three 5/8" dk,f(.-)rmk_!d for two-story buildings . Ri-!inforcincl rod,; sJI,111 1,�. FI.-icc�] in the _, lower one-third of thi-, footin(js, prop,� riy f lst,::ncdl on metal saddles with wir ,. , Footitiriq h- 20" wid%.-, and 8" thick minimum. 'I'lle urldCrsi(ink�d h( r;.:}-,y h, ' h-Is above and the , underst,arirJs th*it this over .gray ontrary details of t-h,, pl,-ins rind !;p, ind aqr(.es to comply with thc-) intent of this Illy, ' OC400r, ()ntr,Iic tor/Owner Existing Fuel Oil Tank to ho reloc,itod t,() comply with Building Code. Foundation walls shall be continuous and piers shall not be permitted to support exterior bearing walls . All frame superstructure above the foundation wall shall be provided wtih approved termite protection .