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Permits 375 Atlantic Blvd Units 1-2 Prudential a, BUILDING AND ZONING INSPIECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC etACti; sl.64i6k a>Ziii APPLICATION FOR MECHANICAL} PEWIT Cit .IN NUMBS IMPORTANT -- Applicant to.complete all items is sections I, II, III. and—IV. LOCATION Sorest Address: ---_-- OF (afarsoeltee SfroHst i.l..os �k +`�°� 2Z2 WILDING .{ivHien II. IDENTIFICATION — To be completed by all applicants _ In consWerar;oe of perm;t 9604 for Ao;nq Ili* Work 06 described in the obeve Nats'nini We herobv igrea to v%far+_raW ..e•1 a::: ne•:r ..►h Mo ottechpif plans and 1pecifiat;ans Which ora o parr West and in accordance «ith the C;ty of Jeclson�;l'e ord;r•i;c;6 so* 614•28.31 + of good practice listed therein. Na:e d alechanical lid p(Zc tC p Contractors .. , CMAstNr WoO Molise !laws of 1riNr+t O.+oar �A IMO,oe, fieeelYre of OWN*? "'nofYre of « ArKerhud A��M Archileal ar,Ea�inear __... ... rU. ili�rElt/1L IN __ A• Typi d head14 bei: e' is QTNtA CONSTwipTION St11i0 00150 fi{ectr+e THIS %0161ilO OR SITE ��.- •„ ,.,_ Q Goo—Q V 13 Nehrrol O Central U11114► IR Yes, GLVe NutASER Ot CONSTRUCTION Q 00 PERMIT O alb« ------ IV. M@CHAN" ip{llrMIW TO k INSTALUD NATURE OF WORK (►wv.do eo,epl;lo Kd d eentpenenN es t►ad of Mil ionnl L J Residential or f I Commercial Q Hast Q Spew O Reauod O CoetNl O peer O Now Building Air COAM6ebl9l 13 Rom qLCodrel $I—Existing flalldinp `y"oplacamont of irliltino system Q Duo. Systems M& ,...�..... . R f O Now Installation(No iratam pilvloully Initivad) Mealmow upaeity O Extension or add-on to existing system Q "" O Other—Specify p Coeiw 11swill Cepchy S� Q iw ap-4'Llers: "VOW of Iles (] Newlon 13 MioliN 13 GuallMs THIS S►AC! FOR 0#10 USi 6NLY Q G000ke (frtwn►e►I (Reeehodl Q look Rom& p LM a.wt.ora..._.__ (eete►.rr p Ue6 f>+ e tn111N O Iett«s ►omit Appmvtd ate 13 Cvhw _ r r rtr►a h- LI9'T ALL EQUIPMENT - AIR CON"ONM AND REFRIGERATION EQUIPMENT rAftarity A revb:S 3fam las Valhi DererlpUdes Model Nwvtb lr K"urachm ( ) mein PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION � �_�� , � LOCATION INFORMATION P ani Number 15842 Address : 375 . ATLANTIC BOULLUAiD P rmi 'P :MECHI d I CAL ATLANTIC BEACH, �LOR I TSA 32233 Class f Work-ALTERATION - LEG - .�. AL DESCRIPTION r Constr Type:WOOD FRAME �Bl cack: Lot* Two; Proposed Use: S cti aa`a: 0 SuLd; Dws SubdiV ioh:ATLANTIC BEACH . 'value: Improv . Cosi , '. N mount` � 5 _ 99 Date 8 No rD CE AC fiE`35m &i$� d $+'err ION . 4,4 _- APPLICATION FX$S Add BOULEVARD p ^ I FLORIDA ra ? Npphor 1 Name: CIHI� OMM REFRIO t ^ Add r, JA!tksow, FLORIDA 32216 Lic: .CQESP: VIP K -4yjW z� r � % P ,.mar ES: t C } NOTICE'—INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TOINSPECTION 1 i �4 f 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 i "FAILURE TO COMPLY WITH THE',MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE'FQR BUILDING IMPROVEMENTS." I ISSUED ACCORDING TO APPROVED, PIANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REV TION FOR . VIOLATIO1d OE APPLICABLE PROVISIONS OF LAW. Mill F ATLANTI EACH BUILDING DEPARTMENT 8i18IIIN3rliI88' By. ,"'` I � Date-----...�'- _1p ✓.'V. Permit CITY OF ATLANTIC BEACH valuation: �.a __---...- FLORID►A Hou.. APPLICATION FOR NUUMN6 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 compiled 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. 6-�-' �j Date................................................ ..................:.........•-......-•--••......_..., i>r_..._..... Owner..Tnv�5.1`l.l.? oS j!'uiSe�'!VS.........Address._c ��.. Tti, �VD;.C�_T�.:��! ._Telephone No............................. Architect .........................•---•----------------......---------............------•-•-•-.........Address,.----.............................��......................Telephone No.........��.................... Contractor Builder XG.(� C _�..�1� _....`....................Addres4.4S�� .PeA.,..Ql k_..L:A..._..Telephone No.1S.� ..-. Lot No..l. -,�p. ......................Block No........./---------------------Sub Division................................................................................zone................. ............................................................Street,..........................Side Between..........-----................................----_.and.....................................................Sts- Valuation f`_ o0 �- ` j__'�..�. :._•--.......For what purpose will building be usedfC-4fe,'5/--9/V.......Type Of constructiox Tf1A�j pl X/ LRS Dimensions of Building Dimensions of Lot....... ..............................................Size of Footings...................................... Size of Piers-------------------------•---------:Size of Sills................................Greatest Sill Span in ft...........................Type Roof..................................... How will Building be Heated?----------------------------------------------------------------Will Building be on Solid or Filled Ground?........................................ Size of Ceiling Joists----------------••---------------------•-, Distance on Centers............................................. Greatest Span_.................................._..._-- " Size of Floor Joists.---•------------------------------------------Distance on Centers.......... ................................. Greatest Span............................................ " Size of Rafters............................. -----,Distance on Centers........ .....-......... ...--, Greatest Span..........................._............... " This rectangle is to represent the lot. Locate the building or buildings in the all lot llinei on.andG� buildiance ng& from /a P P R O v E D BEAR LOT LINE Two copies of plans and specifications shall i,ITY 0F, I_�1P�f.aC iii t,rr be submitted with application. E.3 U t i_D I y r °FF i C Inspections required. J I 1 J - 1. When steel Is in place and ready to pour looting. 8. When steel is in place and ready to pour columns o S. When steel Is in place and ready to pour be r / !. When framing is completed 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. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for attic corrections are made. FRONT OF LOT 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 ars a part hereof, and in accordance,with the building regulations of the City of Atlantic Beach. Signature of Build**/LX�vra:ivc� � Addresrr /y '.i?Pf .ST :.. Signature of OwneM.b.1/ M /Cf�FF.!�'t�l' ',f:!!✓�cQ......._f� Address.................................................................................................... CITY �jF c BEACH APPLICATION FOR PLUMBING PERMIT �,ccnim FXRM MASTER PUMBER OCCUE-ATICYNAIL Licaqsu TATE CEWTIFICRTF. BUXLDER OR CONTRACME.... 21- YJPE OF BUYID"ING LATH M04,iN C.4,>YD4qocE WIT14, "'ME, ,V1- ur a i' 7r z `'•y�'t t;;n � .: � °�~s x 1 } � � � .�. < c t a.A �, a KZ� - *r aya s r s '� at14, eta ¢ .{r� i.��'°iY,�'{ ,� , t "•., � �� 2.,s,r_,: ��."�''�� #a,`.��m �, .r*"� 'L ' A} rpt 41 RaZl r . ✓it's yf,� 1� ''ar l s rt��r � � � �d7 's' vkd�� .� a�f�'vt��, ��H �a§ � s,�st."` � '��' zk � Eh f �. r ;sds. 3x : 3?••. �*k d, z wty I x c z t i � ✓: 'a..r! sr� b `^ G x �z �''' C ' ,,z ��- tk x"`sd i.:`+� � ,. � a a l� 1 ai t J F i r Mx { s ? a;s 3 1� �r �i�� f.,�-' t C c�ti"i` c � � t•"u1� � 9 4 a. t�� + �� ,'�`�y,. � 1,x$ ��, a r„ r z , .x µµ, i " �. ';✓.u`, ' ... .,_v,E„ .. .wry:. �-'Lv��µ PMrg x sa ,ds, - 6 mak" Ca s N yS� Wsr m a ��,� �� y �.v � - tl � .�'M �' fd: �' n"t„;� I�,�F �'� jx� � N.. 3"✓�171 ,��X�' i4'Y3 R F' 4r "��'P �' +'�'w z r�}��)'�+�:w.��s r,f��, r �r.. �'� ,r+�`� -'"` �,i,>-�m k } z ,�„��. ,€ i � c y: ��.: �€✓zA�_ 4' '�' ` t� -f',�` i ,p� J k � � � '��'�„P��,� r ""q,, ! y ti" ayr.� ��ax+§S' L^i' ✓'Y R ` `� ¢ .,� Ss ram �,a-= :,b � `5 >✓q`' '� ��a' -�. � �'�' -r $ a` �'.'z-'#TM 6$dn`*� `��ss a a' srsF s §yl�x .. '� h 4 � a ➢` .d .gra ,. ,x :. l a ,f.. d . i � C«�'w—mss �p rroe s a e f�«x t �!�I♦ u^s 4�""A - ��i`r' �S s, S � 3 ✓:. n au. ,.�::z,fir r �'� yr< IIu � >rr" t�,rP��=s G _. Fr ra• a, t� .T �s"� 'i<,�`�..A' dX ��y� Ak*»��r ,�... %fi•M1i � �'�' � }��h�+.1'„�"ffi h � BY_ DATE— ------ — ------_--------_A _! 1SUBJECTSHEET NO._________OF______ CHKD. BY____-___DATE--_--_-_-. ---�ST__L_- t-.__ 4;PsS�l1�-f"A JOB NO.2-�/-JG------------- -------------------------------- -------------------------------------------- Ti- l+ it °i D,E7`/1!L FCS it ( iAl 4 0,4t o Fop, z 139�plew 4- 1 ' w ♦• M -�- 4w, 41 571 opt "¢S I I r TNGeaSQ— � \ if ii 4�3 /L;?10 gvee6s z� �. = Z SOFr 3 � S •� i6s ,�/�® q ear'=sd.� Fob t1 A A F90 M T),A)181-5"44� 0r,/ I��-�5�vim• 50,q /,�� 5A EVANS AND HAMMOND, INC. Consulting Engineers Jacksonville, Florida _ _DATE- -! SUBJECT__.�� -- __ ` __- SHEET NO.---Z----OF-/— BY /� j --- - CHKD. BY DATE --- T L-I° °'�-T-P C...__C - p_r Lf� JOB No.-s�e-��`�_---------- ------------------------------- --------------------------------------------------- I STD I SIGH/ a0y Ij 1 1 For, _ l No P Q } '0I ,1 i ` P Is i MAN � fv Aa G 2 _ S '5 z S c fir eQ.s 3 O 8 -3 /65 /(r. 0 9 3 a /6 615/NI PGLE F—M9F—pffF.Ar% F-w4MULA F)ZOM T).AAj3,6III Corr.<7RVc.7� 10 "3 .. EVANS AND HAMMOND. INC. Consulting Engineers Jacksonville, Florida ' t CITY OF ATLANTIC BEACH r'' r 800 SEMINOLE ROAD ?;) ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030942 Date 8/11/05 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . INSTALL FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - -- ---- -- - - - - -- -- - -- - -- - ----- -- - --- --- - ---- - -- -- PETWAY, T NELSON PLUMBING CO. , INC. 10895-1 OLD DIXIE HWY. ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32095 (904) 262-4884 - ------- - --- - - - -- -- - -- --- - -- - - --- -------------- ------- ----- --- -- -- ---------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 308 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - - -- -- - ---- - -- -- - ------ - -- - - - -- - - -- -- -- - ------- ---------- Permit Fee Total 308 . 00 308 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 308 . 00 308 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL ING OFFICIAL =LSP CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION \ Date: Property Address: 3 S PIT c I-r', c. 11�Z Owner: ?,T w �7 Telephone#• Contractor: N-1 s o �1 r,,�:�� Telephone#:ciak-gas-)-s 3 D Contractor Address:ly$y5 �1ZO�,c:_ �w S�,ia� •.sig_ rl, 'Fax#:`19k-S23- 8136 �oqS 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: D Re-Pipe oS - 3o2SN Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine 1 Lavatory Water Sewer Water Heaters B Other Z,4� Fees Permit Issuing Fee: $35.00 Total Fixtures: 3 1 X $7.00 + $35.00 = 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904)247-5845. http://www.ci.atiantic-beach.fl.us STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET �� TALLAHASSEE FL 32399-0783 NELSON, SCOTT GARY NELSON PLUMBING CO INC 10895 OLD DIXIE HWY ST AUGUSTINE FL 32095 i STATE OF FLORIDA AC# 1499813 DEPARTMENT OF BUSINESS AND PROFESSIONAL RZGULATION CFCO20379' 07/21/04 040073272 CERTIFIED PLUMBING` CON'T'RACTOR NELSON, SCOTT GAR'- NELSON PLUMBING ,CO INC IS CERTIFIED under the provisions of Ch.489 t8. expiration date: AUG 31, 2006 L04072101287 DETACH HERE AC#14 9 9 813 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L04072101287 - LICENSE NBR "07/21/�2004040073272 CFCO20379 The PLUMBING.CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 49 =FS. Expiration date: AUG 31, 2006 NELSON, SCOTT GARY NELSON PLUMBING CO INC 10895 OLD DIXIE HWY ST AUGUSTINE FL 32095 JEB BUSH DIANE CARR GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY sr� a t j DEPAdRTMO T OF BOOM' ' OiTY oi:kLANTIC1 StACK .PRRI 1 ' l N FORMAS 1 ON - - - ._:, =. :LOCATION T ON l NFORMA'T'1 ON- --------- Permit Number: 142$2 Addre�' s. 3"3!5 AT"LAN'TIC< ''BOOL'�VARD Permit Type tMRCfHA i:I ATS ATLANTIC BEACH, �Lt�R �tA 3 233 'Class cif,' 'Nc►rktA�,'1'�A'A'"f''IS�1� ..-�.�.�_�_ L4AL T�ECIPT�C?�1 . ,.____-.._,� ' Constr . type;WOOD �` R i o!**. Lot,. 'Twp,: 0 Proposed Use: Sec's- 6n. 0 Subd`:D Ttns� Dwe1 ings; 0 Subdiv ; Est . Value. 0.0o improv cast : 0,0011 Tots. I38.0+ Amouht; 38A 'P A r ..eTI4Ai - - �_ �+iP,PLItATIOW FEES iVa n+a P R IT 38.00 Addi, BOULEVARD B FLORIDAr FAL15 R ' _ GPo :s^�' �' iE � yr t'Yf�m'r�nky4i,.. C' A R AAT F Adm: C LIE ,� D 441 E C,'k�; F.R Ti`I4. 1R' �aP AL".. 4M . JACKSON, FLORIDA 32216 } E , NOTES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST 1SE,1'N8PE0yE0.s"E.P0tl;oNG PERMIT'VOID SIX MONTHS AFTEBATE OF ISSUE BUILDING MATERIAL,RUBBISHAND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER " 'T T : 1 W ULT IN AILUF ,T C P ,i� W H N� CWJ NIC$► . 1� N,h�A A THS PI t PE1 T l' VIII R Pr�►YING TW1 E FC�i BtJ : . 1'NQ, #� P ► 1��` VTS." ISSUED ACCORDING TO.APPROVED PLANS WHICH ARE PART OF THIS PERM!T AND SUBJECT TO ,�V FOR VIOLATION.aOF APPLICABLE PROVISIONS OF LAW. 14 CHECW ATLANTIC EACH BUILDI DEP ENT BY`> l BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC U[ACN; FL61IIDA 3ii3i APPLICATION FOR MECHANICAL PERMIT CAL'L'IN NUMBI IMPORTANT -- Applicant to,complete all items iii sections I. 11. 111. and IV. I. -�z [ T/� LOCATION Street Address: OF IaterfeoNag afreelss ffel.een ��'=�i�—Y - R$8 C�fs2L elaw5 WILDING swir-46;lien _ II. IDENTIFICATION — To be completed by all applicants In cons;derNian of permit given for doing the wail as described in the ebeve statement we hereby agree to lrvlc-n+ sa;d..o•: —th the attac4ltd plant end specifications which are d pert hereof and in accordance with Iha Cty of Jecisonvil'e ord;na�cis ii-a rv•:e•nr of good practice listed Therein. Na6e of h/echankel C l-E L.01(I Ceefreclon Caativesty Well esdtw(5Qsc Mader Name of lbepersy 0wok4r ��vtus G� , SigaaMa of O+ear S;gnaWra el er Ar . had Agent I Arcbilast at Eag;nee iii. GiNBLAL INFOR , A Tyke*I Maatreg fool' 8. IS OTHER CONSTRUCTION •[IIID DONE ON THIS SUILOINo OR SITa T -A(c) ❑ t'a«—❑ t1 O Nature) E] Centel UKIity ' ' IF YES, otVC NUTAaER OF CONSTRUCTION 13 09 a PERMIT (3 0*w sp,kiti IV. hea"" SWIFUMT TO k INPAIAW NATURE OF WOiiK , s (►ewiM eernpiele 1W d centpeMeh ow fed of this(ientsl L) Residontial or (�'1/ /Commercial C E/ at O Spece O Race"W O CORNS! O iiia+ O New Bulldlnp ;t cos Nenings O Roses 8CWrw Q O.ct; fyslewt material xlilln0 Bollalnp l� Replacement of existing system 1Wc!ee�..�.�— IAGAWW cepecov... e,illh O New Installation(No iystern pieylousl j Instsfled ) Q Extension or add-on to existlnoysisln O Re�rigeMliers O Other — Specify .— O 09069 Oaaree Cepecify O Kwdaes: NernMf el bed)a_ _ O EHmw O I "It O &califsa.._...._._�Iw ►I THIS SPACR roR OFFICE USi bNty O Gaoiee pntap-. -- leen,►al r IR..etrdl Q tee" Remade O LOS ell k 1I e Pit1"111e�e'i O U roe Fes+ Q 11 1 1 hnnil Approved by afs O Q1&v — DHy Firm;►FI• UIRT ALL EQUIPMENT Aft CONMONLNG AND REFRIGERATION EQUIPMENT G�ty A i'ov6:R �,l�v linplslter uskn DeacrlpUm l[oMi Number KiLnutachtrer c L w � g 1 • R, 'z e', ©, , 3 A 72,1 J �b _ I' , .., r � F ' �r to, o47 ! L.m ' I I 774 , y 1 LD o 6T z I __ X ALai .� � yJ I f I I I I i I I f i i I i r r i LALit` JVJI U A IT uA A-P L) Ij 14 z3a x -IS z* 2.4 x 0 x CARL D. DARLINGTON, ARCHITECT, AIA 2828 ELDORADO AVENUE, JACKSONVILLE, FLORIDA 32210 PHONE: 19041 389-4035 OR 388-2543 July 20 , 1979 City of Atlantic Beach City Hall 716 Ocean Boulevard Atlantic Beach, Florida 32003 ATTN: Mr. Davis , City Manager RE: Proposed Famos Amos - Atlantic Beach Restaurant Dear Mr. Davis : This letter is to certify that the plans for remodeling the restaurant located at the corner of Atlantic Boulevard and Old Sherry Drive do comply with the requirements of law, especially those enforced by the Department of Business Regulations, Division of Hotels and Restaurants. Si cerely, Carl D. Garlington, AIA CDG:ee fo Date......... Permit#..'.yf�z.....Fee$../7D.a�'O CITY OF ATLANTIC BEACH Valuation .................»»....». FLORIDA House .i�.��. :..L„ ...».... ..,::..»..... 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 compiled 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. _ Date..................... .......,Ll.............. it 71 Owner../`'JT�� vv 5....` yj -'-Y � T�/�gIV7-s -7 1 .. . ... �1 ----•- Architect�fzrC� ......�;7 --'��!GToi+/....... phone No.3 9-yo 3a Contractor Builder' ��„5 .�J-cSTievc . Address at 7�7 5._ ! ( �!� ................................ Telephone No..7,.3,3.—61 G 2 LotNo...................................................Block No................................Sub Division...............................................................................Zone—.... ........-. ............................................................Street--------------------------Side Between.....................................................and......................................... Valuation $.....7f-Oo-O---------For what purpose will building be used-------- ................................Type of construction...... ...............�.... Dimensions of Building........................................Dimensions of Lot.........:._._..........................................Size of Footings Size of Piers..................................._Size of Sills......................----------Greatest Sill Span in ft.......................... Type Roof....................................•- How will Building be Heated?----------------------------------------------------------------Will Building be on Solid or Filled Ground?....14i .... Size of Ceiling Joists------------------------------------------, Distance on Centers............................................ Greatest ! Span...................................... " Size of Floor Joists................................•--.--........Distance on Centers.......... ................................. Greatest S M pan............................................ Size of Rafters.......................................................Distance on Centers........ ............---.................. Greatest S This rectangle is to represent the lot. Locate the building or buildings in the right Give feet all o position. dexisting n Two copies of plans and specifications shall REAR LOT LINE be submitted with application. Inspections required. APPROVED � 1. When steel is in place and ready to pour footing. CITY ' r ACM 2. When steel is is place and ready to poor columns and/or liatei UI IrNG OFFICE 3. When steel is in place and ready to pour beam. a 4. When framing Is completed. u 5. When rough plumbing is completed,and ready to cover up ffff 6. When septic tank drain field or sewer is laid but bega it ■ W 7. Electrical inspection by City of Jacksonville. $- Final inspection. if Note: In case of any refection,re-inspection 3MST be called for after corrections are made. FRONT OF LOT 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 building regulations of the City Of tlan y Signature of Builder _ Addrew.. ..... G �0, ................ ......................................... ............... Signatureof Owner...................................•--..........-----............I.............._ Address.................................. 00231 a DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERIL T INFGRtiA'I" t N _ LOCATION INFORMATION Permit Number 1 2310 . Addrs� 375 ATLANTIC BLVD. Permit Typed MECHANICAL, ATLANTIC BEACH, .FLORIDA 32233 Class cad Works elai.TERA'>r'IQN m, - � ,LEGAL vescRrP'i!'ION Constr.. 'IType a N/A; Lott _� F5 Lcr�k s raectt�sui Proposed Use% RETAIL STORE "I'ca!►rr� 3y►�p z RH6 s C) ovellingst 0 Codes 0 Subdivisions Estimated 'Vel%i*x *0.00 $0.00 Total � 0� $50.00 AMoun X50.00 so rl+L ' CYlE11t�ICS n 9 lwTICIN �4A'-p` "-- AP'PL IC,�` ION FEES a IIV �� J 44 TIC BLVD. IMPACT FES t .00 Addreass 2 . ` , r R N, FLORIDA3 .� Ef � RP�MCT` ih EE �a � `AT 00 0 "IRP �t^ � o RADfi►N CAiSI �'R. "., P= . +3` • {I L tl �ON 3A o.00 S0*00 K T . . . . M R� TI '40.06-A 4/05M RD COMM 'AtIDCEWATER, TAP" Name. ` TAP' *0-.-,00, rCa A ,E Address-z' � LLE -HOME- �li�C0 1EE > 1 _. FLORIDA 32216 HYDRAULIC SHARE e�4�fl< C►t�I~ Li en o CCtG � Type% 3 � as-IRSPe,CT FEE �Q�CfC3 I C I VMSNVERI-HG ° 01$0 ` 757"", � s NOTES: NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOTE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. 'FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVE,MENTS." `.ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO: ON FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC 81 BUILDING DE RTMENT By: PERMIT NUMBER BUILDING AND ZONING lit KPTION DIVISION CITY OF Wf fir FLORIDA APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections I, II, 111, and IV. I. Street Address: LOCATION g ___ And _OF Intersectio Streets: Between BUILDING Sub-division 11. IDENTIFICATION — To be completed by all applicants 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 Jacksonville ordinances and standards of good practice listed therein. Mechanical State Certification or Contractor Name �/�rgv ` Registration Number Q(j Qualifying Agents ID Signature i Number Property Owners Signature of Name 1911S Architect or Engineer 111. GENERAL INFORMATION A.Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON C] Electric THIS BUILDING OR SITE? LP Gas ❑ Natural Gas ❑ Oil f:j Solar ❑ Wood IF YES, GIVE NUMBER OF CONSTRUCTION 'L7 Other-Specify_ PERMIT IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) A. CJ Residential 71 Condo ❑ Apt. ❑ Duplex ❑ Heat: A. ❑ Space B. ❑ Recessed C. ❑ Central B.commercial D. I-_7 Floor ❑ Fire Place ❑ Wood Stove C. ❑ New Building ,,%Air Conditioning: A. ❑ Air-to-Air Heat Pump D. ❑ Existing Building B. ❑ Water-to-Air Heat Pump C. L7 Straight Water Cool E. 8eplacement of existing system D.X Straight Air Cool ❑ Duct System: Total Capacity _cfm F. r.' New installation (No system previously installed) LI Refrigeration G. ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity—_,____ H. IJ Mobile Home g.p.m. ❑ Fire sprinklers: Number of heads 1. C] Other _ — ❑ Elevator ❑ Manlift ❑; Escalator (number) ❑ Gasoline pumps__________ (number) THIS SPACE FOR OFFICE USE ONLY ❑ Tanks (number) (Received) LPG containers _ _(number) Remarks L! Unfired pressure vessel - - - - ❑ Boilers Rangehood Permit Approved by __ Date ❑ Cooking Equipment Water Heater Permit Fee ❑ Gas Piping LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGEPATION EQUIPMENT Capacity Approving EER Number Units Description Model Number Manufacturer (Tons) Agency & COP CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD w ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030878 Date 8/08/05 Property Address . . . . . . Tenant nbr, name . . . . . . INSTALL JOBSITE SIGN Application description . . . SIGN PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ TFP PROPERTIES CLADDAGH CONSTRUCTORS, INC. 3997 AMERICA AVE JACKSONVILLE FL 32256 JAX BEACH FL 32250 (904) 241-1012 --------------------------------------------------------- Permit . . . . . . SIGN PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . 8/04/05 Valuation . . . . 0 Expiration Date 2/01/06 Fee summary Charged Paid Credited Due ----------- ---------- ---------- ---------- ---------- Permit ' Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. . Aft, e. & - BUILD MG OFFICIAL %j y\,l 'L' CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT L. Ford 800 Seminole Road 9. poems Atlantic Beach,Florida 32233 JFil�a (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # d5JQj 7 Property Address: �, 57f5 AzL I QVt--h Gy Applicant: Project: , �Aj T=Approved plication has been: El Reviewed and the following items need attention: Please re-submit your ppli i n when these items have been completed. Reviewed By: Date: "e? Date Contractor Notified: s CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Date: Job Address: -3 Owner's Name: Address: 6'11 �.: i r`"`� y Phone: 3 c(e- Legal d-Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: Address: 3 `i t 7 Phone: . , n City: i/ L,S:,r✓ ((� State: r L Zip: 3�Fax: Electric Permit Required? ❑ Yes* No *Electrical Contractor: Dimensions and total square footage of sign:. ;K i' 3 Z. Li /4 Please provide two(2) copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of-ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office, business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all info i n provided with this 'catio is correct. Signature of Owner: TL r Date: ZG U S 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: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 1 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us ' Revised 1/30/03 s Address and contact information of person to receive all correspondence regarding this application (please print). Name: v4/fTTL, Mailing Address: 3717 A -146 O T/,-_ lg,A- "3 Z zS`6 Phone: _6 J 3 —/7 Z Fax: 2 Z— 3 4-�V- E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ,20 _ . State of Florida,County of Duval Notary's Signature: ,* Monica Lynn pay �IMy commission DD235500 Personally known F-pins Juy 29,2007 ElProduced 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: c Monica Lynn pay LJ Personall known r 0 Y My Commission ❑ Produced identification Ezp►res July 29,2007 Type of identification produced CITY OF ATLANTIC BEACH PLANNING a ZONING AUG 0 2 2005 BY. ��lac�•—_ 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 1/30/03 r' V7 R 4 "fir^ i^ i 5'. �i pp l�t �L ai 0 PON .OMIA t� � v cr . i ate t., 'x Y n. i I 1 � I i •y �5 n� O •t~ PON" a• �y v. c 2015 COMPREHENSIVE PLAN Policy A.1.5.3 The City shall not permit expansion or replacement of land uses in a manner that is inconsistent with this Comprehensive Plan, as amended. Policy A.1.5.4 The City shall continue to enforce provisions for landscaping and other buffering methods as set forth within the Land Development Regulations, in order to prevent and minimize incompatible land use relationships, excessive noise transmission, and to provide screening of unattractive views and to enhance the aesthetic qualities of streets, neighborhoods, and public areas of the City. Policy A.1.5.5 The City shall enforce the limitations, as set forth within the Land Development Regulations, for maximum height of buildings and maximum impervious surface area for all lands within the City, except that requests to exceed the maximum height of building of thirty five (35) feet or twenty-five (25) feet as applicable may be considered and approved only within non-residential land use categories and for non- residential development Further any such non-residential increase to 10 the maximum height of building shall be limited only to exterior architectural design elements exterior decks or porches and shall exclude signage storage space or Habitable Space as defined by the Florida Building Code Requests for waivers to the maximum height of building shall be made in accordance with procedures set forth within the Land Development Regulations, and shall be approved only upon demonstration that the proposed height is compatible with existing surrounding development. Policy A.1.5.6 Planned Unit Development regulations and other flexible regulatory methods shall be utilized to provide incentives for achieving environmental enhancement, economical land development and efficient patterns of land use that provide for an appropriate mix of uses within the City. Policy A.1.5.7 Commercial and light industrial development shall be located and designed so as to minimize adverse effects on residential areas, traffic facilities and the aesthetic character of the City. Policy A.1.5.8 Public facilities and utilities shall be located and designed to provide the most cost effective service and to minimize public inconvenience and hazardous conditions. Policy A.1.5.9 The City shall permit residential development only in compliance with the residential density limitations as set forth within the Land Development Regulations, and as designated on the Future Land Use Map in accordance with the following table. EAR Based Amendment A-7 Future Land Use Element-GOPS Adopted September 13, 2004 Ordinance Number 31-04-04 i f K AGENDA ITEM#8A JANUARY 10,2005 CITY OF ATLANTIC BEACH CITY COMMISSION STAFF REPORT AGENDA ITEM: Request from George Bull, Jr., on behalf of Tom Petway, seeking a waiver from the 25-foot height limit within the Central Business District to allow exterior elements to extend to a height of 31-feet as part of renovations to an existing commercial building at M" (former Famous Amos restaurant location.) SUBMITTED BY: Sonya Doerr, AICP A Community Development Director DATE: December 14, 2004 BACKGROUND: Section 24-156 provides that the City Commission may, upon specific application, make limited exceptions to established height limits. Approval of any such request must first be consistent with Policy A.1.5.5 of the Comprehensive Plan, which limits any increase in height only to non-residential development and only to certain exterior features (non- habitable space), and further, upon finding that the proposed height is compatible with existing surrounding development. The former Famous Amos restaurant site, located at the northeast corner of Sherry Drive and Atlantic Boulevard, is the westernmost parcel within the Central Business District fronting Atlantic Boulevard. Proposed redevelopment of the existing one-story structure (for professional office use, -- and yes, the two large oak trees on the site will be retained) is subject to the 25-foot height limit of the CBD and also the Commercial Corridor design standards, which prohibit flat roofs. The proposed two-story design (see attached) contains a roof design, which is intended to comply with the Corridor standards, and also, which will conceal roof-top mechanical equipment. (Consistent with the Comprehensive Plan, no Habitable Space exceeds the 25-foot height limit.) Staff recommends approval finding the proposed design consistent with existing surrounding development, the intent of the Commercial Corridor Design Standards and the Central Business District. BUDGET: No budget issues. RECOMMENDATION: Motion to approve an exception to the Height of Building within the Central Business District Zoning District, not to exceed thirty-one (3 1) feet, in accordance with Section 24-156 of the Land Development Regulations and Policy A.1.5.5 of the Comprehensive Plan, finding the proposed height compatible with existing surrounding development. ATTACHMENTS: Applicant's letter with proposed site and floor plans and Atlantic Boulevard elevations drawings. REVIEWED BY CITY MANAGER: January 10,2005 regular meeting AGENDA ITEM#8A JANUARY 10,2005 GEORGE BULL JR. ARCHITECT AR 0004568 1500 SEVILLA BOULEVARD, SUITE 3 ATLANTIC BEACH, FLORIDA 32233 December 6, 2004 Ms. Sonya Doerr Planning and Development Director City Hall Atlantic Beach, Florida Request for Exception to Heieht Limitations — Section 24-156 Re: Proposed Two Story Office Building Old Famous Amos Building Atlantic Boulevard and Sherry Drive Dear Ms. Doerr, Mr. Tom Petway recently purchased the Old Famous Amos Property adjacent to the Shoppes of Northshore. He has retained my Services as Architect to remodel the existing First Floor and add a Second Floor to the existing structure. The First Floor will accommodate Professional Rental Offices while Mr. Petway will be utilizing the Second Floor for his Corporate Executive Offices. Due to the following factors, including the existing masonry wall height, we are having great difficulty bringing our total height to within 25 feet as required by Section 24-114(f)(2) of the Zoning Regulations. Our sloping roof needs to extend above the roof structure to visually screen the rooftop mechanical equipment. We also need to provide floor and roof structural systems as well as interior heights to accommodate air conditioning ductwork and mechanical and electrical equipment. TEL: 904-246-4469 FAX: 904-247-2816 AGENDA ITEM#8A JANUARY 10,2005 Page Two Ms. Sonya Doerr December 2, 2004 Due to these requirements and the existing conditions, we are requesting a height of 31 feet in lieu of 25 feet. It is our intent to Architecturally complement the Shoppes of Northshore, and to achieve a Soft Residential character for our project. We will be providing more than the required parking, retaining the two large oak trees on the North side, eliminating paved surfaces and providing more landscaping as well as eliminating ingress from Atlantic Boulevard. Please find enclosed Drawings of our proposed project for the City Commission's Review. e Truly, George u r. AGENDA ITEM A& JANUARY!¢2 0 al . - \§\ � : » « IT * _ - . ( [ 2 4 { » a \ § � - � r \f ~ L — # 9 . w R[ ■) a|q K . i |# | = al p !| qL.19 r . . | ; . ` i I . VILLAGE OFFICE BUILDING __»mmPA__,_ . GEORGE BULL JR. _ ARcm2C THE PETWa c MPAINIEa - oak _ENGINEERING,�__�� _saLA m_V_-,_, �_� m_V_a._Y+_a � �__P.__.� w_cBEACH,FLORIDA�» ATLANTIC BEAM FLORIDA ®-_____ate TEL:(904):_9 _:(904) _ AGENDA ITEM#8A JANUARY 10,2005 Li I � o z )5 rv91y y 0 fi s EiT O o O o 3 c� o O I 7< — I �/7�\ / \ 1 I -cc I I c_ i 1 VILLAGE OFFICE BUILDING NADEEM ZEBOUNI PA-STRUCTURAL enc. GEORGE BULL JR. - ARCHITECT THE PETWAY COMPANIES - OWNER HADDAD ENGINEERING,INC.-ELECTRICAL ENG. 1800 SEVILLA BOULEVARD-SUITE 3 C ATLANTIC BOULEVARD&SHERRY DRIVE ROY TURtOVETT ENGPEERS PA-MECHANICAL ENC. ATLANTIC BEACH,FLORIDA 32233 JAY DEVINE LANDSCAPE ARCHITECT,INC. ATLANTIC BEACH,FLORIDA TEL:(904)246.4469 FAX:(904)247-2816 1 AGENDA ITEM#8A JANUARY 10,2005 ao; *7- O o u o O . l i' O O II 0 o O R a O O_ O 0 O � J p m m m { n T qx O r O p 1 O R I I I 10 o 3 0 -a x n m T, i VILLAGE OFFICE BUILDING NADEEM MOUNI PA-STRUCTURAL ENG. GEORGE BULL: JR. - ARCHITECT THE PETWAY COMPANIES - OWNER HADDAD ENGINEERING,INC.-ELECTRICAL ENG. ISM SEVILLA BOULEVARD-SUITE 3 ATLANTIC BOULEVARD&SHERRY DRIVE ROY T� •T ENGINEERS PA-MECHANICAL ENG. ATLANTIC BEACH,FLORIDA 32233 ATLANTIC BEACH, FLORIDA JAY DEVINE LANDSCAPE ARCHITECT,INC. TEL:(904)2164169 FAX:(904)247-2816 AGENDA ITEM#8A JANUARY 10,2005 ,o•,zti I f op I I , Z r II 'D - m m i A 0 - - z IIi II ' I 1l: ZRN OR a rn a2 r E'c E i p r II gid` i VILLAGE OFFICE BUILDING NADEEM ZEROUNI PA-SPRUCTURAL ENG. GEORGE BULL JR. - ARCHITECT p THE PETWAY COMPANIES - OWNER RADDAD ENGINEERING,INC.-ELECTRICAL ENG. 1800 SEVILLA BOULEVARD-SUITE 3 Q ATLANTIC BOULEVARD&SHERRY DRIVE ROY TUR'CgM ENGINEERS PA-MECHANICAL ENG. ATLANTIC BEACH,FLORIDA 32233 ATLANTIC BEACH, FLORIDA JAY DEVINE LANDSCAPE ARCMTECr,INC TEL;(904)2464469 FAX;(904)247-2816 AGENDA ITEM#8A JANUARY 10,2005 —=�ac��_r[a�in d_yah__:a�_zYdS._•�1d�3:i 6�+'1•I---------- 71 i I. nZjz•,z� �o;t ,t „o•,oi ��o.g „5.� Q � i t Cc TF m Z 0 71 n VILLAGE OFFICE BUILDING NAD EM zEBOUNI STRUCTURAL Enc. GEORGE BULL JR _ ARCHITECT THE PETWAY COMPANIES - OWNER HADDAD ENGINEERING,DVC.-ELECTRICAL ENG. 1800 SEVR,LA BOULEVARD.SUITE 3 ATLANTIC BOULEVARD&SHERRY DRIVE ROY TUltKNETT'ENGINEERS PA-MECHANICAL ENG. ATLANTIC BEACH,FLORIDA SUIT ATLANTIC BEACH,FLORIDA JAY DEVIrE LANDSCAPE ARCHITECT,INC. TEL:N TI 2x EAC FAX:(904)247-7b16 JCS CITY OF ATLANTIC BEACH J BUILDING AND PLANNING t# 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 ,f TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us March 4, 2004 Jimmy Rutherford, Manager Famous Amos Restaurant 375 Atlantic Blvd. Atlantic Beach, Florida 32233 Jimmy; Due to the recent "grease logs" that backed up the sewer main on Sherry Drive, the City of Atlantic Beach is requesting the following information from all restaurants East of Sherry Drive. We are requesting that you send us in writing: 1. The number of seats in your dining area. 2. f The hours per day the restaurant is open. 3. The size of the grease trap(s) in the kitchen. 4. A copy of the last grease trap cleaning records. It is your responsibility to have your grease traps working properly and cleaned on a regular basis. Within the next few weeks we will be sending our inspector out to conduct an inspection of your grease traps. Please respond within 10 days of receipt of this letter and include a contact name and daytime phone number so we may schedule the inspection. Thank you for your prompt attention to this matter. Sincerely, Z — C , AJ" Don C. Ford, CBO Certified Building Official Cc: Jim Hanson, City Manager Donna Kaluzniak, Public Utilities Director Larry Higgins, Deputy Building Official File ar Y CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026464 Date 7/09/03 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ AMOS, FAMOUS C & L REFRIGERATION INC. 2765 CLYDO DRIVE 7029 MELVIN RD JACKSONVILLE FL 32207 JACKSONVILLE FL 322106829 (904) 772-7773 ----------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 ° . 00 Grand Total 95 . 00 95 . 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 S) CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Owner of Property: F4 F Job Address: 37-5 Contractor: 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 T he eof yud in accords ce with the City of Atlantic Beach ordinances and standards of good practice listed therein. i C-� ,1 III. GENERAL INFORMATION A. Type of heating fuel: B. Ok�Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION IV. PERMIT MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED ❑ Residential or Commercial (Provide complete list of components on back of this form) ❑ New Building ❑ Heat _Space _Recessed Central _Floor �—Existing Building Replacement of existing system Air Conditioning: Room Cen ❑ New Installation system previously ) �_ (No stem reviousl installed ❑ Duct System: Material Thickness_ ❑ Extension or add-on to existing system Maximum capacity cfm ❑ E3 Refrigeration Other-Specify, ❑ Cooling tower: Capacity ppm ❑ Fire sprinklers: Number of heads ❑ Elevator: _ Manlift_Escalator (Number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) ❑ LPG containers (Number) Remarks ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency Cel YX t4 L Jqf7 rP HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving fRTT R Agency PHow S any Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• htty://www.cLatlantic-beach fl us 1/14/03 i i 6001 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, Mill T INFORMATION -- - LOCATION INlt'®IrTMATIEIII - Addareat s r 375' ATLANTIC BOULEVARD- Paa�xm�.t -;Permit.-Type z I�I�'-�Rf'�II" ATLANTIC BEACH,. FLORIDALRI )A 32233 Cls of ALTERATION Caaitr. .Ty, MASONFtY�B ---�� - LECAL DESCRIPTION ---------- pet ; RICK Lot-. Block r Sectaon z Psrapcta ed .11 a t,4 RESTAPRANT Tc�zra hip:I rim 123 sng�.z 1 Code z O RNG z;, 0 a�rra .. '4BL:zrO. ]O Swiadxaanz; ATLAHTIC BRACH $0.00 Trate, aaa z 622. 50 L1a�a �: ate ks4`I 0 X 4192 ork AT AREA OF ROOF WITH PISERC4LASS FELTS & ASPHALT a 14ATI"TH a" .w - APPLICATION FEES rTAi ; — PERMIT Adelµ aaaa§z TIC ffitIUL,E° ARLt WAS' ZIrtFACT' FIsE + .flf CLI. FLOI~tIU � FEE Ph O �;, � ,� �` yy�� I P 3 s o, Oo d gyp' flr "`F.`a r<`P � r tyY�,,�.�"A ' ,�' RADON 1�3A�-H. R. S. $0.00 _.... ... . r O NFORMAT , N — RADON OAS - 5% >Slla s�ti Na�aaz+a�z SlI''IRC « ._ WATER TAPcO. t70 �_. . v u S�I~R T`AP ,,32259 $0.00 ; .. L.i.`ce as o C.» ,I HYDRAULIC'I?RAUL«IC BETAKE $0. OO Y z L7 RE-INSPECT FEE 00 gt, SEC- H IMPACT FEE $O 100 NOTES: NOTICE—ALL CONCRETE FORMS ANL)FOOTINGS MUST BE INSSPECTED.BEfORE LOURING PERMIT'VOID SIX MONTHS AFTER BATE OF ISSUE C6tA 1TVG MATNDAL,RUBBISH ANO DEBR'S FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE LIrARED UP AND HAULED,AWAY BY EfiTHER CONTRACTOR OR OWNER. TAI 1.URE '1` ,CN!lLY. 'V�tITW THE MECHANICS' LIEN LAW CAN RESULT IN TII I�RE) EI~I"�'Y OWNER LAYING TWICE FOR'SUlLt�IltitG IMRRtVEMENTS," lIATIM fITEs 101;; 1,9e ISSUED ACCORDING TO APPROVED;PLANS WHICH ARE PART OF THIS PEAM[JT AND , T TO REV N FOR s VIOLATION OF,AP0LICASLE,PR;OVISIOI�Eg s;3F LAW. .y i I�p 6R" ATLANTIC'BEACW BUtL.QING-DEPARTtiIENT CITY OF ATLANTIC nSACfi PERMIT APPLICATION ROOFING Address: Phone: Lot #- 1310ck or lyllit # Subdivision Contractor: ldl Address: -------- State License No, Describe work to be done: �/'a� Materials to be used: signature OWNER: - Date: Signature CONTRACTOR: iv FOR OFFICE USE ONLY Date--------I-L'-3------•--....19 (—Y CITY OF ATLANTIC BEACH Permit #......�a.--�.-.....Fee$....`�`/:..�- Valuation $ �•. / .............. FLORIDA House #..3_ S'.....C.. ...:. �� 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. Date..............•---•---...--------....-----•-•------------•------•--•-- 19 Ow ---.- - -- 6 � . .--•------- g .fl19... . Architect. _ ----••-• --. fiA.Telephone Na-F17_0.7 Contractor Bui er-.... 14►r�!!Lc .-- __-------_---Telephone No.��_9-x".'/-0,7 ��yy } Addr ss.- Lot No1/. i� 1� _a°l�l - .��37^ � Block No Sub Division---------- _ Zone- G . i� ..---------------- .------------ _ 17$ r44t.YT1C- �c.J0.Street----- - --'Side Between 1"7� ,��-/'------. and...t-_ s.77_.4�.G�f.1g7.........Sts. $ 18f�00 `�' pp Valuation .._-... .. . For what purpose will building be used.�j_tF;5-M.F.!�Yr--.Type of construction/1krat�Y.W., ,----------------q'---,c I _ /- ------------- Dimensions of BuildingQ 1 ' --- ------------- -----------------Dimensions of Lot._..43 ...l ------............Size of Footings----.;2,0 Size of Piers....-----------------------------Size of Sills_---------.------__.---.-----Greatest Sill Span in ft..2.0.R._...._.....Type Roof.A.1i C7Af_-rZ.......... How will Building be Heated?. _ -------------•-------------------------------Will Building be on Solid or Filled Ground. �N-�'?..._..........-.... Size of Ceiling Joists__ _X1 ........................1 Distance on Centers._...fb.......-......_.-.--.----------, Greatest Span.-_.V2©_...._.--_..._-_............... IF Size of Floor Joists---------------------------------------------- Distance on Centers-,....... -----, Greatest Span-----------------..............•---------- it Size of Rafters-------------- -------------------------------------- Distance on Centers......._ .... .--------------------------, Greatest Span-----•-•------•-------•--•----------------- it 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 3. When steel is in place and ready to pour beam. 4. When framing is completed. C-t\ E, 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. q 7. Electrical inspection by City of Jacksonville. vi 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 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 spe ' is tions, which are a part hereof, and in accordance with the building regulations of the City of ntic ch. , Signature of Builder f.-7... Address--.Z5,26--X,,f C':.;_�__ Signature of Owner.... . ..... Address.................................... �,q. + REF.#: 360 Date: 11/18!2005 E N G C O, inc. Contractor Affordable Glass and Mirror g.; y Engineering Services-CA 8116 14 Donner Rd.-Atlantic Beach,FI-32233 Job: Claddach Constructors Inc. Plantation W Sunrise Blvd.tation-Florida-33313 3313Suite 104 Atlantic Beach Blvd.-Atlantic Beach,FI-32233 P Tel:(954)585.0304 Pager.(954)209..8591 Design by: PEDRO DE FIGUEIREDO,PE 52609 Fax:(954)565-0305 Email:Engco@AOL.com Wind Load Calculation for Components and Cladding under ASCE-798-Florida Building Code 2004 Buildings with MRH<=60'and 60'<MRH<=90'(MRH=Mean Roof Height) Building Mean Height 28.00 Feet Cladding Elevation 28.00 Feet Minimum Width 28.00 Feet Roof Slope RI Roof Slope<= 10 degrees Roof Slope Reduction Factor Import. Factor( I ) 1.00 0.90 (Category I . 0.77 Category If - 1.0 Category III & IV - 1.15 • Reference: table 6-1 ASCE-7 98) Basic Wind Speed 120 mph (Fig.6-1 ASCE-7 98) Exposure C 0( Zg Reference:section 6.5.6 9.5 900 Open terrain with scattered obstructions height less than 30ft. Open country,grasslands and shorelines in hurricane prone regions Building Type Enclosed _ (Enclosed, Open, Partially Enclosed - Reference: section 6.5.9) ALL CIGS r P- T EC"7-:D Kd -Table 6-6 0.85 0.85 0` S-,;cr Lr---,i; Kz- Table 6.5 0.97 Kh -Table 6.5 0.97 Kzt- Fig. 6-2 • Section 6.5.7 1.00 To be used when H >= 15' Velocity Pressure(qz) 30.33 Psf qz=0.00256 . Kz . Kzt . Kd . 00% Velocity Pressure(qh) 30.33 Psf qh=0.00256 . Kh Tributary Area 10 ft2 GCpi( Int. Pressure) 0.18 -0.18 R fererve: Tgb`e1` GCp ( Ext. Pressure) zone 4 (+) 0.90 zone 4 O 0.99 Fig.6-5A Walls(h<_60') zone 5 (+) 0.90zone 5 Y positive negative F� "� !' '''`�%'✓� Wind load Psf Psf Psf zone 4 32.8 -35.5 zone 5 32.8 -43.7 �'�»`t"' ` I ` I Zone 5 for ti itPoc }i§ s thea 36 From.bu in is -i End zone (a) 36 INCHES '_ rr�N� f F\1 ys �t.q Notation:(a)- 10%of the least dimension or 0.4 of mean roof height,whichever is sm\11 I! R`j, '%A _ Also(a)must not be less than either 4%of the least dimension or 3 feet. EN'JCO INC HAS NOT VISIT THE JOB SIi'E. WIND LOAD BASED Ola CO^iTR.�CTOR IN 0��.1SE THE CALCULATED DESIGNED PRESSURE 14IUST NOT EXCEED THE PRODUCT APPRO AL Si IE NOV 18 too& REF.#: 05-360 Date: 11/18l2005 N G C O, inc. Contractor Affordable Glass and Mirror Engineering Services-CA 8116 14 Donner Rd.-Atlantic Beach,FI-32233 6971 W Sunrise Blvd.Suite 104 Job: Claddach Constructors Inc. Plantation-Florida-33313 Atlantic Beach Blvd.-Atlantic Beach,FI-32233 Tel:(954)58540904 Pager:(954)209-8591 Design by: PEDRO DE FIGUEIREDO,PE 52609 Fax:(954)585305 Email:Engco@AOL.com Sheet W A-A Wind Load Calculation for Components and Cladding under ASCE-798 Florida Building Code 2004 Buildings with MRH<=60'and 60'<MRH<=90'(MRH=Mean Roof Height) Building Mean Height 28.00 Feet Cladding Elevation 28.00 Feet Minimum Width 28.00 Feet Roof Slope Roof Slope<= 10 degrees Roof Slope Reduction Factor Import. Factor( 1) 1.00 0.90 ( Category I - 0.77 Category II - 1.0 Category III & IV - 1.15 Reference: table 6-1 ASCE-7 98) Basic Wind Speed 120 mph (Fig.6-1 ASCE-7 98) Exposure Coc Zg Reference:section 6.5.6 9.5 900 Open terrain with scattered obstructions height less than 30ft. Open country,grasslands and shorelines in hurricane prone regions Building Type Enclosed (Enclosed, Open, Partially Enclosed - Reference:section 6.5.9 ALL GPE^, ^.C.vAFt � ETE Kd - Table 6.6 0.85 0 85 Kz Table 6.5 0.97 a ?r n asp SJ Kh - Table 6.5 0.97 Kzt - Fig. 6.2- Section 6.5.7 1.00 To be used when H >= 15' Velocity Pressure(qz) 30.33 Psf 1 K7G.�. qz=0.002 7�y......- Velocity Pressure(qh) 30.33 Psf t ' '°f�°° qh=0.002 6 . Kh t F d �2L-,I.l' Ht�CHITEC Tributary Area 10 Ll �aFt �r VIC lP6AI Pt,ft2 w-: .TGCpi ( Int. Pressure) 0.i g -0.18 ReferencGCp ( Ext. Pressure) zone 4 (+) 0.90 zone 4 O 0.99 Fig.6.5A Walls(h<=60') zone 5 (+) 0.90 zone 5 (-) -1.26Wind load Psfpositive negative , Psf Psf zone 4 32.8 -35.5 Gt �lF _4 F --- -- T+1t vp T� , zone 5 32.8 -43.7 Zone 5 f co� i�,>rjo�,buildirlg rners End zone (a) 36 INCHES (H r �{ Notation:(a)- 10%of the least dimension or 0.4 of mean roof height,whichever i sn"er. Also(a)must not be less than either 4%of the least dimension or 3 feet. I.,.,, DA7*E ENGCO IlIC HAS NOT VISIT THE!OB SITE. WIND LOAD EASED ON CONTRACTOR INFORPu7�T "TIOj14�"^"' -- _ _ I THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. t Nov 1 8 2005 �l I DEPARTMENT OF BUILDING /� CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. "'r --' PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB I Date JUNE 18 19&L— Valuations 9$.L_Valuation$ 4,800-00 Fee$ 15.00 This permit not valid until above fee has been paid to City Treasurer,and is 15900 T isubject to revocation for violation of applicable provisions of law. isinnn This is to certify that F'�'� INC. 1457 1A 6/ 8/8 2430 HARPER STREET. JACKSONVILLE FLORIDA 322, 738 tOOCAC ! A 6MV8 has permission to build gnd install sign as glans submitted 6-18-811000 ADDITIONAL PEKIIT REQUIRED FOR CARPENTRY WORK. PER MR. EDWARDS PP " Classification COMMERCIAL Zone BA i Owned by t1FAMOUS AMOS`P 375 ATLANTIC BLVD. ATLANTIC BEACH FLA. Lot #IQ #20 h 91 Block it l S/D ATT.AbITIC RRACH i House No. 375 ATLANTIC BLVD. ATLANTIC BEACH FLA 32233 According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ,t AFTER DATE OF ISSUE ♦ 4 0 O Building material,rubbish and debris 1 from this work must not be placed I in public space, and must be cleared up and hauled away by either con- tractor or owner.. ACTING CITY MANAGER, CARL F. STUCKI -- Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING i ELECTRICAL SEWER WATER A. DE RT ENT 6F BUILDING PERMIT NO. 6 I CITj OF LANTIC BEACH,FLORIDA 1 Ptd. IT TO BUILD THIS PERI* MUST BE POSTED ON JOB Date JUNE 24_, 1981 II 50( t SIGN Fee$ 6/24/8 Valuation$ II aid to City Treasurer,and is 4746 V V{r�'+ This permit not valid until above fee has been blrovisions of law. subject to revocation for violation of applicable P IThis is to certify that 1 has permission to build Zone COIMRCIAL Classification Owned by Block----- Lot lock —Lot ATLANTIC BEACIi FLA 32233 IHouse No. 3 5 AT1aANTIC BLVD, According to approved plans which are part of this permit OTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- TI = SPECTED BEFORE pOURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ,_—♦ 4 --* 0 Building material,rubbish and debris laced I z from this work must not be p in public space, and must be cleared Iup and hauled away by either con- * tractor or owner.. R + ACTING CITY MANAGE Building Official. I CONTRACTOR FOR OFFICE PERMIT DATE USE ONLY NUMBER I i PLUMBING ELECTRICAL I i SEWER I WATER ,ate DEPARTMENT OF BUILDING n CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. 4 112 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB ! Date 7/24 ig 79 Valuation Fee$ 170-50 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of lair. This is to certify that MOIRA COnSt. Co. has permission to build reTttndpl ing & additinn af_eording to ` '"' ` submitted and approved by CitY Commislion 7/23/79 4 Z; � fl Classificati1 47/fi'4/79 * ttmC Owned by Famoss Amos R.estuarants i et�0C4CG Lot Block S/D 1!"hill House No 375 Atlantic: Blvd. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. t PERMIT VOID SIX MONTHS +I AFTER DATE OF ISSUE ► O Building material, rubbish and debris i Z from this work must not be placed in I public space, and must be cleared up ! and hauled away by either contractor or owner. g Rill M Davila Building Official. }} S' FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER t i PLUMBING ELECTRICAL SEWER Pp, WATER E A N DEPARTMENT OF BUILDING 414 5 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date------fiL51 19_19 Valuation$ Sign Fee $ 15.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Lw. This is to certify that Flexlume a Inc. has permission to build install a sign accordto plans submitted Classificatio zone Owned by F mnt9r Atnng gegt Lot- Block S/D House No 375 Atlantic Blvd. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ~—� 0 Building material, rubbish and debris 1 from this work must not be placed in Public space, and must be cleared up and hadled away by either contractor or owner. Bill M. Davie 1 M; *4 TL Bui ft ji ! wr+ FOR OFFICE PERMIT tea. � t 11Pa rt USE ONLY NUMBER DATE COI"ki }OR > 'i -�i/ 4/79 PLUMBING ELECTRICAL SEWER WATER I DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA 4141 PERMIT Tp BUILD PERMIT NO. THIS PERMIT MUST BE POSTED ON JOB Date_ 8/27 19 �q Valuation$ Pi_I- Fee $ 23 pp This Permit not slid until above fee has been paid to anbject to revocation for violation City Treasurer, and is htion of aPPlicable pzorisiow of law. This is to certify that Cardinal P7 bg Co. has Permission to buil 6 floor drains,I water heater,I dishwasher. Classificatio rcial tZeno, TL Owned by--- FamousIIe "a3 ' mos Rent.. Lo House No 375 'mtlantic 81dd. Block ? IA t/ 717'S "• According}o approved plans which ares part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIA MONTHS a AFTER DATE OF ISSUE ♦—� �— Z Building material from + rubbish and debris -� this work mast not be placed in Public space, and must be cleared op and hauled away by either contractor or owner. .�iar FOR.OFFICE Bnildi..Official USE ONLY PERMIT NUMBER DATE PLUMBING CONTRACTOR ELECTRICAL SEWER WATER FOR OFFICE USE ONLY Date....4171wj ................19 ee"' Permite/ ...,7 yee CITY OF ATLANTIC BEACH Valuation $.....V, C6 ----- ----------- FLORIDA House *.oP27 ... 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. Date........................................................................1 19............ ------------------------- Owner--- �/1142.67 - y1KC. ....................Address__, 7.61..1V7X,...9A k,0.......Telephone No............................. Architect..............................................-------------------------------------------------Address...................................................------_.Telephone No............................. Contractor .........................Address2'& .....Telephone LotSo/--- Block No......... --..-------.._.....Sub Division...............................................................................Zone................. ............................................................Street......------- ...........Side Between---------..........................................and......................................................sts. Valuation $_�S420-- -`--------------For what purpose will building be used.... -----------_---Type of constructioW4/ Dimensions of Building----------------------------------------Dimensions of Lot.... ........................................Size of Footings-------------------------------------- Size of Piers------------------------------------Size of Sills...............•................Greatest Sill Span in ft..........................Type Roof....___............................... How will Building be Heated?---__....................................................----Will Building be on Solid or Filled Ground?---------------------------------------- Size of Ceiling Joists---------------_-------------._..-----_--, Distance on Centers............................................ Greatest Span-.----._-------_-------------_------.------. to Size of Floor Joists...............................................Distance on Centers_......._.. ................................ Greatest Span........__.._..._........................... ty Size of Rafters---------------------------------------- ............ Distance on Centers........ .................................. Greatest Span............................................ to 7; This rectangle is to represent the lot. 464c,v 5-,5rAl % X-V 44:C Locate the building or buildings in the right position. Give distance in feet from APPROVED all lot-lines and existing buildings. CITY 0,F ATLAN 11G GEAC"I BUILDING OFFICE REAR LOT LINE Two copies of plans and specifications shall be submitted with application. JUN 18 1981 Inspections required. 1. When steel is in plum and ready to pour footing. 2. When steel is in place and ready to pour columns a X Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 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 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 speeij�ations, w, c at"p1rthereof, and in accordance with the building regulations of the City tic each. Y.0 An ................ ............. Signature of Builder-... . ......... ........ .. . A .. Signature of Owner- ...... .... ..... ............. ............................. .e Gl„l. G /I`1fi. `[. Gto�� !'3, j4J4,;� � ,o, 141 rz:. or ►fit'*. W/ ` Z,td' #'l '�,• i zr ..s '� ` .Y.M.... •�. .. 'J,e—:—ter• .. »• 'r i A t 9 ! 1 as x frrfi .a}A-, ..i.'x 1.;tit. '1�'.S`•; � � I �'�ii?�: '�� C/}E 1 —M6 1 G s G � ; i �{ (.yl�A�Y t� +i i'L; KS I'd^,';i� �� 1 f `T :�' Nld •'.��(}.w ♦a7�� (�•k,a11, �° �o 4. Pe'. x 1 i f °' 'ter Ti t { i i -�� 12 A APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE JUN 18 1981 G t ` f { f i ,�.f�•.� ':'f'^Si•�._a. •- ♦ _•R MYc.'�....✓ <..a �-� y..w^['.'.�.a�'.♦ ..a .. ..♦..- f._ .. p a • 6Li•• w .'.A ! r:_"f:«..—s,-�-.n ti..Yw�...�n.b! •l'.Va'ii.tr ..ti.�.... TG (5AC L ros 4 " i CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026600 Date 8/01/03 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . REPL EXISTING AIR Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------- ------------- ------ ------------------ AMOS, FAMOUS C & L REFRIGERATION INC. 2765 CLYDO DRIVE 7029 MELVIN RD JACKSONVILLE FL 32207 JACKSONVILLE FL 322106829 (904) 772-7773 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- - --------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 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 tit�j r r�N CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Owner of Property: S �� Job Address: LlLle 1�e = Contractor: zc� e2,, 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. III. GENERAL INFORMATION A. Typ�e f heating fuel: B. R Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? ❑ OR ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED ❑ Residential or Commercial ❑ New Building (Provide complete list of components on back of this form) ❑ Existing Building U❑ eat _Space _Recessed _Central _Floor OV—Replacement of existing system Air Conditioning: Room Central ❑ New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity cfm ❑ Other-Specify Ll Refrigeration ❑ Cooling tower: Capacity Apm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) ❑ Gasoline pumps (N—ber) (Received) ❑ Tanks (Number) 13 LPG containers (Number) Remarks ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Nber Units Description Model Number Manufacturer Capacity Approving Crt -- 14-r (Tons) Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• httn://www.cLatlantic-beach.B.us 1/14/03 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5626-FAX: 247-5877IF PERMIT INQIIATIOIV ��µ Address: 375 ATLANTIC BOULEVARD permit Number: 22368 ATLANTIC BEACH, FLORIDA 32233 Permit Type: MECHANICAL Township: 0 Range: 0 Book: Class of Work: NEW Lots}: Block: Section:0 Proposed Use: Subdivision: ATLANTIC BEACH Square Feet: Parcel Number: -- ----� Est.Value: = WRfNNORMATION !� Improv. Cost: Name: FAMOUS AMOS Date Issued: 7/201201 00 Address: 375 ATLANTIC BLVD. Total Fees: ATLANTIC BEACH, FLORIDA 32233 00� Amount Paid: 41. Phone: L000)000-0000 Date Paid: 7/20/2001 _Work Desc_HVAG P KATION PEES CHARL{E FLOYD COMMERCIAL RFRIG., y " , v . Z 1A is .. S to nc� � ."" *��` �s°`�'y..•`?,c�... t _ � z s NOTICE'- {NSPEC �T BE Eta$TED�°►TLEAST 24 HO ` URS PRI TO INSF? CTION ., ;RUBBISFYEIMTHTHIS,WORK MUST NOT BE ER CONTRACTOR OR O RCED IN PBLIC SPACE,AND BUILDING MATERIAL, MUST BE CLEAREAND HA AWAY B -- — �' "FAILURE TO COMPLY WITH.T ' NSTRUCTION LIEN V ANTS�ES IN THE PROPERTY OWNER iNG E ,L' AND SUBJECT TO REVOCATION . ISSUED ACCORDING TO APPRO P S.� GHRFP F TH FOR VIOLATION OF APPLICABLE PR ONS AT NTIC BrEACH BUI DING DEPT. Il e�: 7/W11 91 Receipt: 8975817____ DEC* 91199893221999 BUILDING AND ZONING fNSPECTION DIVISION ClTY OF ATLANTIC BEACH ATLA,q TIC ICACm. P.UHIOA 3113, APPLICATION FOR MECHANICAL PERMIT aA61'1N NUMBER IMPORTANT—— .A.pplicant -a campla'e oil iFems in suctions !. II, ;f', and IV. 7L Sh..l Addr.u, �✓ �/G_ vzd OF In1•n•ctlnq 51r..hi S.h...nQ �IfS� C/ G y'�-_`� A.d �� "y �Y' bUILD(NG sYsal.Iri lt. IDENTIFICATICN —Ta be completed by all ,,ppiican,,j I !n con,id.rNian f p•rmil qi.n (or d-q th. nasi n, d.,,,i6.d i th..b... n.t.—f.. I.on6v .q.+ Ia p.d.- ,.ld.."I In a<cwd•.ac• .ilh th. N6chtd pl.n, �d ,p.ciliutinn, h7<h .r. • p.r, F..of ,ed in •ccme.wc. .i,F 1h.Cily of J,c hon+Nl. wd{n.nu, nwd .r.nd,rd. el gaad,pf.eNe. ii.l.d Ihu.in, l N.e,. .f hl.el,.elsnl `.. X? M:" <I.r, Geb,at.r (rr1nlJ h.r.rfy O.w.r AJC S(ga.t..r. .f aw.•r � 5:gnNur• ul �, «AYII,«{s•d Aq.nl J/ Aw6ilrcr n cngl..•r l)l. GENAL INF0R *.naN s Typed h..tlnq N.l; If H. Ll e IS CTNUit SchiCCN3TSITE iE1N6 OONK CN I \ � TN13 OU ILOINC OR TF,7 6.s-❑, V ❑ N.N-I Q Gnlnl Uflllty ` ❑ OR IF YG3, CIYK NUMarA or CONSTAUCTSON' p"MIT ❑ Cftfi.r-Sp.elty - ...�.,... IV. )AK:MANIC-Al,SQUIPMEW TO it INSTALIAO NATJAE aF WOplf (►rv.{d•eornp4e11 fio er e.,nponseh+•6..1 of Mi.1—t u ReelCenllei or Commercial Q` Heel Q SP." ❑ Il.cn.sd ❑ Gntr+{ O Ruw 'Q New euildlna �,"`�� Nr C++.dAle+7nq: Q lmn. � Gn,r.! !� (�y�y,W` Exl.tinq 6YIIdMq ❑ Osct Syst.,n: M.Nr;.I Th:cla.•.. — )LL A.placemenl of axial Ing system Mul.w+,w .P.cfty Q New Ina t ails tion(No aystern previa ugly Instailea) ❑ ile(r4q...Nw L� Emenalan or sdd.on to eailtlna syst.rn ❑ Cosileq *. .. Gp.dty _ 9•aM ❑ Whar-.Sp4airy [Z R- -pd.1lM, NYrn s.r d h+.d �.._ C3 5e..ly Q M.nllf! C1 5+••(.Nn___ (n..ai.•.� THIS S1AG1! FnK OF}YCA 1734 ONLY (Y.6..dlee pen•.. (nYTb.t) (it 1.ed} ❑ LPGereNls.•. {AYM6..r) 1 . C7 LA.n r.rmi► App Dred by Oa+ tarr ALL icquinixvi ALR CDNvrnc Nc AND XEMIGERATION EQUItMENT M><+nb.t'VniL Derezlptla.S Yodel Xumta.r Xaaufaata s.t ('1tiws1Y r - NZATSNG BVRNAM. 30ILER9• A1R.-ILACES I NvlaberVatte Useerlptlon x0de12+1smR.r X,uautaaysr+e [ [T)Y 3.�avpv TANL3 Slew•U-7 Moe A-4 C+p"ty T"4 L1q%u4 XxxoA ce i win I a+s4 Atasandeee COAtALned x&=uact=vr ! i op , FOR OFFICE USX ONLY CITY t+ , FLORIDA Date Z/VV Permit ' Fee Ap .icati'din; for ,termit Valuation $,t N3.:ac. J41t tions Bouate and Rek3;ire .DESCRIBE: (stag 3 f to ; altei" sod 'to ter move building, ereet awnings Ok orgis etc.} Building on: Lot Via,, . BIR No. Sub.Div. Address valuation Owner's Name BUI,LDINGd 042CUPANCY Building tree - `Rea�idextal .C�r bus�.ri®ss Wi'mat Pring word to : done, Size of ; sent Bldg �r�M�. : . f,�e of axtena ©n Lot size Material of Roof Soof stories ;now after alters d Material of Present Bui16ing material; of tensiox / SIGNS Size J ' Classification (Mate whether ground roof, ill. `prolecti.ng Material alfConstruction illuminated?„Type of illuminat , (States whether 'amps or neAn). Will sign be over publ*c, property? E7 SUBMIT DRAWING SING CON RUCTION 4F° SJGV AM MVTH0D OF WWOING ADDITIONAL I F0MhTjO BNL T (For tans` awn* .provide dimensioned drawing on roserve side) IMPQRTAN'r NOTICE s t In considexatiori of permit given frac, dq ng, the work as idascribed a n the above 4t tezlont, we hereby agree to perform said work ina`. . rda4ce with the attached plans and s ici.ficaetions, which are a, part hereof, and in accordance with the building regulations of the a ; kc, SIGN SERVICE / P. O. BOX 5733 JACKSONVIUE, FLA. 32207 $1-e F;&&e G-N Se/D�t��141E �TZ.d►�✓77 t 464 0 FOR OFFICE SE ONLY Date............... .76......19 ...... ';q/ e/� a0d Permit #.....--•................Fee$..... ................. . . CITY OF ATLANTIC BEACH ��/Ocno Valuation $.. ...... FLORIDA House ;a...... .............. .amu %am� 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. Date.................................A/ A_..............., Owner--• 1-.10C-.K........................Address...17 r AWA.Telephone Noi;.A'(... . ....... ArchiteetJ0,87...1,..GAFAAAeA .............................................Address.144.4W!.4"r!....--...Telephone No.,7 It 3 Contractor Builder..1'QffA.4AW.....47-4-A.4-10.4 ....STIC A ddre s s.1M.-e.010101 AAV---X**X,..Telephone Noall...V44/7 Lot .....Block No.---/------------•---•-----..Sub DivisionAlk.*&UgAN...*9P�..01A&r.33YS_Z4dn(................ #4v,#Avsj A 4 - ................................................ Street.A&Vlf Oftfe Between.4&94#19Y....)Oft...........and..o4;#f.7.C& T�....ZVj�.....Sto. Valuation $_411-YAP.O.Yor what purpose will building be used_,.ffJ.JrAXffA#.r......Type of construction....CRAAW..&!#* Dimensions of Building.... ..............Dimensions of Lot-1.10jax....Z...............................Size of Fo*tings14.X.?0.*/Y!f_1* Size of Piers------------------------------------Size of ..............Greatest Sill Span in ft.10.................Type Roof...&YA:L-W........... How will Building be Heated?.....AAAW.................................................Will Building be on Solid or Filled Ground?_—.FQ' 1AJ4...................... 0 IV------------- 0 Size of Ceiling Joists.........alf A....................... Distance on Centers.....t!y. ............., Greatest Span..../10................................ to Size of Floor Joists......./A...... ......Distance on Centers-.-A .1.4......-5.0" ........ Greatest Span../ 0 .. /,4... 4 ............ . ............1.if.. Size of Rafters......................................................Distance on Centers.......................................... Greatest Span............................................ to 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. Pq 2. When steel is in place and ready to pour columns and/or lintel. 7 3. When steel is in place and ready to pour beam. 4. When framing Is completed. 5. When rough plumbing is completed,and ready to cover up. r 6. When septic tank drain field or sewer is laid but before it is covered. $7e 7. Electrical inspection by City of Jacksonville. 84c_ 8. Final Inspection. LJ Note: In case of any rejection,re-inspection MUST be called for after 11315, corrections are made. 41'4AY7-e(, FRONT OF LOT 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 building regulations of the City of.Atontic B"o V� � 2 5?.Z I ................ Signature of Builder..?47#&44J... ....... ............ Address. .....................f"Mm.—. 5F.. Signature of Owner.,Ce,"e�.. Address.24�� =:.. ........P.?!;4 At DEPARTMENT OF BUILDING CITY OF ATLANTIC 8EACH I � i I NFORMAT ION ------ LOCATION I NFORM1�TION Per 1t Number> 7 01 Address, 375 ATLANTIC BOULEVARD 'Per-mi t, Tyre,- MECHANICAL ATLANTIC" BEACH, FLORIDA 322-13 1!3 Work* ALTERATION _- L=EGAL DESCRIPTION - -_ # nst'r'- Type; MASONRY%BRTLot. BI section: CC Proposed Use, RESTAURANTTeac�n Township . RNG: 0 Codes 0 Subdivision ATLANTIC BEACH Lst mt6d Value: improv . Cast t 7 ToArno i I. i ,. TION I' .. M APPLICATION FEES f PERMIT $35.00 Afire TIC E3OCTLEVA W Tl�IPAC FEE $0 . 00d. ,a, 8 E P BCSH FL19R e , WA R Iwi TER TAP 0.4 RADON GAS-H.R. S. $0 .00 � T t7 N IORMAT N ----- - '�- `RADON CCAS ata C 0 1 AL..RE R._ .. ITA:L IMPROVE. .... $ . c rets 1 355 ENTAL H+ ME ROAD SEXIER, T'AI' E 1 JACK I LLS, FL 32216 HYDRAULIC` SHARE �� , 00 L + Type: 0 CROSS CONNECTION �° $ty .Vic, . F. (0) 7 CON.SC.-CTfiER , r ,tES i i i NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST, INSPECTED.BEFORE POURING I i PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILa11�tG 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 O AILURE TO COMPLY WITH :THE MECHANICS' LIEN LAW CAN RESULT'IN THaRRt�PERTY OWNER �AY1NG TWICE FOR Bu1LC)1N rMPRtVEMENTS.,, ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO:REVOCATION FOR t YlEITON OF APPLICABLE PROVISIONS OF LAW. F i JTLANT)C BEACH BUILDING DEPARTMENTII)�a^al:iarr f Ilalie:."1�"Llll/�3 tI@ Ae eipt .#Ise �. .'j Tafel AkYVe ct ~ 4 I 4 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC OEACH, FLOMIDA Daae APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUMBER IMPORTANT -- Applicantnto.complete all items in sections I, II. Ill, and IV. LOCATION Sln•1 Address' OF intersecting oos 1.1 se An BUILDING ---- SYb•dt.isien 11. IDENTIFICATION — To be completed by all applicants In considers6on of permit given for doing the wail as described in the abcve statement we hereby 09,00 to Ferle.m said wo•i os::: �e•:r .,th the attaclud plant and specificaKons which are a part hereof and in accordance wito the C:ry of J•ctsonvwe ordinaeces a•j oa-.a•i► + of good practice listed therein. Nares of M•chankal "1 SLI L FLrYb Cd?i2md i' t 11.6.— Cenbacfots Ceefracte► (p►i•f) Ei G�b{� t p A) Master '4�' 4/7A*f . Noise of Property owner C"l��(� SigeatYa of Owner Signatwa of w A•Kerimal AI•nt Archifecf at Engineer III. GiNERAL IN A. Too of bestial hot: �• IS OTH94 CONSTRUCTION SEING 0099 ON n dedric THIS BUILDING OR SITE 1 00 O "-0 V E] Nature) O Central Utility IF VES, GIV9 NUTAeER OF CONSTRUCTION O Oil r PERMIT O Od w — Specify IV. msemANICAL WUIPMENT TO EE INSTALLED NATURE OF WORK (PmA,;&sempble Ed of cempeeeeb on bed of this form) L7 Residential or P�_ Commercial O Heat O Space a Reataed O Central O Flow C7 New Building a IW COMM;orsiMl O Reetlt O Coelrs! `I} Existing Building ` O Duct Syelml Materiel �&_Rsplseement of existing system hAeeinawss copecflr aft ❑ New Installation(No system previously Installed) O ❑ Extension or add-on to existing system ❑ Other — Specify O cossrw www capacity t.pnr+ (� fire epriaMors: Number of Aser O Ow #" 0 Mesut E3 Ew1eNrTHIS SFACE POR OFFICE USE ONLY O t3eeoieePUMP& Inemi►.rl I�«I»rl Q (wmber) Remade O UK peN4era .., (IwrnSN) p Uefiwd pres"re veno O Eeiere Fennit Approved by Da}e O nyr — DHy permit he U8T ALL EQUIPMENT AM OONDITIONING AND REFRIC fWN EQUIPMENT er A�peovtnR c nom6 t Valb Deorui"tloerl Model Number X"Uridcturer �) wE+socr 0, { ... — C6 0 G 6514 y 74, PAR'!`MENT Of®WLPIN+Q , ` 4 CITY OF ATLANTIC 0EAxv CH , RMI I O OR IAT I C N _�- T.00AT I OPt I I�FORI!�AT ION Iµm : Ntlm514 Ac�dr� � �a ATLANTICB01�L'BOULEVARD "Permit ! M ° IA I CAS ATLANTIC BEACH, FLORIDA 3 2 2_� CA asp of Work: ALTERATION _ LEGAL ORSCRTPTION` Cohort ty W O1) FRAME Lit � Tock: Section*�� Propose to e. RESTAURANT Subdivision- ' ATLhNTIO, BEACH Improv,., cost t6Of) Tot' I 5.00 1 _ arc*r r..w..y ayie b T 1J Rr. '� +, r N o-. 011 �p�+.�..W fig{}� }�/,w4��y r yy��w+QQ1� � ' x t�yPa9a''�`lk AIPPL.6'�sl'A.TLOI FL'+ES .w$35.00 ......+w yy++�� 35..00 Ad: TIC I�?UL��,RI3 WA�I'I' I'lPA��T R .� ar O � a DD .£' k�. r�,' t" afar„ �'�` k a ',��,ta�yS - , RADON GAS-H..R R .S, S0 . 00 N, R FORMA ON -- --«.. RA23 d OA i► . N AR RL I) J,AL REQ` WATER TAP... °�t�i..p ffOM _". .w, . I *` ' A $0 ,00 7Ar" LLE, FL; 32216 ffy RAU'��C?" SHARE � ,AJC +I` 'R {y RIS-INSPECT F'Iw °''" C? SEO H IMPACT `E � � � �. �� iu ,,.aww"*..,„" asab .rc a. a ��:`"'��'rrr s�, � -NOTES i e ,i NOTICE-`AL1_CONCRETE'FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST 8E Ct,EARED UP AND HAULED AWAY BY EITHER CONTRACTOR.OR OWNER CC WIPLY WITH THE' MECHANICS LIEN LA1ttl CAN RESULT IN P 3 'EATY•C�11 t 1• R P"�AYt V i 't'111/IC E FO `�30 .0 1140.��l P Rt��`E11A E NTl�,» ,r Bt3 ACCQF71N4 TQ APpR01lED, PIANS WHICH ARE PART OF THIS PERMIT' P,;SUS T© RE� s R SY N 4F A ►PI+ICASLE PRQVISION"S OF LAW. Tea # 0b I �. "AlLA tF --BEACH SAIL t31h16 QBPAI TMEN7 �: 4'7. ? a BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL. PERMIT CALL-IN NUPABEA' IMPORTANT — Applicant to complete all items in sections I, 11. III, and IV. LOCATION afr..e Address: ,? OF Infersecting Streets: between r And BUILDING Sub•divisien II. IDENTIFICATION --- To be completed by all applicants In consideration of permit given for doing the wort as described in the abcve statement we hereby agree to pe•fmm said wo•i .,th the ettachlid plans and specifications which are a pert hereof and in accordance with the C:ty of JaclsonvXir ord;^arces a-o r•e-;e•ss of good practice fisted therein. Nome of Abcheniceln// f pp Contractors //of- ? e«Maete+ (►rine, C1�A�� = /�/ C /L� Yf. . ashr Crfi r' ` /4 C C) :3J�'0 Nesse of ' pmpertr Owner u"ahua of Owner Signature of er Awaberised Allen# Architect or Engineer Ill. G&NEM INT!MA:n i A. Typo of hoisting fuel. B. Is OTHER CONSTRUCTION ICING DONE ON THIS NUILDING OR SITE t A10 ❑ Gas•—❑ LP ❑ Natural ❑ CenNe)Utility ' OF YES, GIVE NUMBER OR CONSTRUCTION ❑ Oi r PERMIT ❑ Otber — Specify IV. mpem NICAL WUIPMiNT TO RE INSTALISO NATURE OF WORK (►a.;as cempbb kt of compononh on bed of this fatwl) 0 Residential or commercial ❑ Beat ❑ Space O Recessed �B-Centmal O How 17 New Building p Air Ceodrtienitsy: O item 13Ceavel �,.,T/E�xlslfnp Building O Dect System: Metwilit flldaeM p ROplacement of existing system mewls o uIogHY s:.f.m, ❑ New Installation(No system previously installed) ❑ Extension or add-on to existing system O ❑ Other -- Specify ❑ Covin" totrer: Gpesaty 9� Q Fm griaUms: Number of beds O mel« (3 Merift O &"late------I"e" I THIS SPACE FOR OFFICE USCI ONLY O GGeeotiie.psue (swetber) r tR.e.I..dI Q TeefL. (aestabw) Rehearse ❑ LAG ryeNiaera (awmbwj Q Uefised resere venae C) Sellse hrmi/ Approved by ate ❑ Crow — Spedti Pannit Fee GIf3r ALL EQUIPMENT j Aa CDNDMOM14G AND REFRIGERATION EQUIPMENT cepeelpp rfJ thumbs Va"M D"Crlptim 111o"Number Manufacturer (tboajy AASeocr (00_� A/ -- — A 1 F 1ART Nt© Buy 4✓1T`I.OF,ATLAN tC , 1 .._ �..� ?ULEVARD ttMlrI�i `f�A4 y , Am I Olt �'I,13RIDA ` .a. _ r i f �: MC��AW�'I SAL� ....�....,� P itit > yP � f t ec io ,' ass, o Kirk: PiL'T fi + N s ,b R 3 Const Ty� yL¢►AM}�a +�{y caa � '" A :. /r,�✓R'4' 'did V®Gi.i Pi,�4ii fi7':l l�A i bdi-i t � Ow3n+ s: t3 * code X4 .00 tod Value t i i 0 00 � X35:00 € ;r A16bun 01 APPLICATION rESS 5 .00 'pot 31 o Ad e C y'LQ �� $4 .00 r WATER METER $0.013 Ph 4 RADON R DO CSA 5 X4:40 �,,,.*... � 0 TR ;l�a`'ORMA'y WA`°�E T ' rA'R4IA SEWER TAI' i d e 3. 5 NTAL HOME RO jjy0RAULIC 151MRz KLe. LPL 32216 CAPITAL I.MpROVE. • 4i� °, � 4 �f d af ------------- TED PE3URING NOTICE--*u--C iRcRETE FOWS ANO F00TIN�3r MU$T BE INSP C X ,` SUVAA4 FERN11 SIX Mokl,148,AFTER DATE-QF 1 S BU 4L©'t4VG MA fER1AL,R4JBg4S4i AiU17 DEE FRO4,,t jS WbRK MUST 4�6E>T BE PLAC PUBLIC AN4 enUs'r B , GLEARE4�tlF''A#�iC?HAU4Eb'A�IAY BY EITHER 60f4tF t7R pF4.OWNt:R a � t�►1LIJRE 1W1:Y WITH 1`Hf�E �. H PiPR"I '� +r1EA PAYIIVCa Ng ty}N t p 1 � V �� R ✓4.R § } APIA, LEAk PAR mtnrx/ ,'BU/L D/ �} 3 O�LJ t .x'37 u � ✓ - � Y . T.# ",'3" .► f , fffll BUILDING AND ZONING CITY OF ATLANTICSEA NSI F ` ATLANTIC PEACH= FLORIDA it=» APPLICATION FOR ME l CHANICAL ..� C44JN NUMBER IMPORTANT -- Applicant fa�lnt to.complate all items in sections I,� ,-rn, and IV, FLOCATIONAddress. :5 l"� TL/�019`n C-- U•�C-V�latafiSBetween AedDING --•----------� II. IDENTIFICATION --- To be completed by all applicants In con""'t"a" of permit 9iv4111 (or 410409 the wort as described in the ebeve statement we herebyeWee to Fe•1c.m said wo•i i- a:;;•a •;r ^� "•rh the rttschpd plans and ►1►etificrtien► which err r part hereof and in rccordrnc• wire the Ciry oI Jrcllon�l'e ora�r�tet ria �•e•:e as ' of good precuts listed therein. Name of Mrcheakal C"A lei C FLO Y Z5ConMrelon C..Mrctar (hirfl CQiACfLt (ZC°l(Q-( `� tZ�� Master Nome of ' Prep" Owner �F—Attty` 'c- SrgrrAue of Owrrr Signrfwr el ar Ar00raised Agent A►chiteet or Engineer Ill. G NEHRAL IN A. Tyre of batiag(rel: B. vocif IS OTHER CONSTRUCTION •Cilia 00009 Old THIS BUILDING OR i1TE1 N O "-0 V O Nebel [3 Csnt►sl tJfty IF VES, GIVE NUMBER OF CONSTRUCTION Oil PERMIT O OAW — Specify IV. MICKAN CAL IIQUIPM1NT TO U INSTAUAD NATURE OR WORK the ide eem/frls W of eempessah on Isseh of Mls fens! I J Residential or !< Commercial } Heal O spa" O Ro"oW O Ceahw O poor C7 New Building I� Ca *#;m qs O Resw O CsMnl `3*-Existing Building O Dec/ Systws MOW`tReplacement of existing system tliaclarras ❑ New Installation(No system previously installed) O ❑ Extension or add-on to existing system 13 Other —Specify O Cssliag /seen Gpscify 9�.re. -- O Eire griaU : Namrsr of L—A* O 6movir O Meelih O beim, Im-A-F THIS WAC1 FOR OFFICi USA ONhy O Bees)"PvMP16 (Re me! O T (wtereti Remerle O LPG costetas— (ernr►er! O Uefited preens•"asst r O swieft Permit Approved by Da1rL ; Q QNa — SilecNy Permit Pe- UNT ALL EQUIPMENT - AM CONMONING AND REFRICF..R" .i 11 FQUUWENT cAfta&IItRlalNs VINta De+ext`=: uia�etr K"Uractursr jy A s MWW N 2Z5 7— pW3844 78481-1 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH r PERNTT INFORMATION ------ ------ LOCATION INFORMATION _------_ P I~711..t Iurnber: 7 � Address : ATLANTTC BOULEVARD Peri�na t Type PLUNBINQ AT`LANTTC BEACH., FLORIDA 32233 1"�s ,of Work: ALTERATION, ----�-�---- LEGAL �BBCRIPTTON - - Ccsn tr< 'Ty e: OOOTI FRAM Lot .* . Block: B + ficin, .., � 'roposed7 e: RESTAURANT 'Township: RAfiG: O Uwel ingls. t3 Cade SUbdiVi$i ATLAPiTIC BEACH 9�stitIittedValue .- $0 .00 I tprov M Cast : $0 .O0 tazs 113. 50 Amoun< $18: 50 I 7 TV � O ; :. TTON -~ �, ' - . .. APPLICATION FEES PERMIT' $18.50 a dre'SS' C BOULEVARD,,,, VIA� � T PACT' �E $0 00 E H, FLOR I D1 �' av I"� ► t', Ph �� .n T � AT AP , . RADON, CAB-H.R.B. $0 .00 f . .�. R F13RRAT T RAI Ct i CAB `5 $0.00 Name' ECONC�� TETE INC. � �� ., ��NC, . .. ..•... .. CAP_ITA .T 14 ROVE., _. ....$ 4 # ! ACilw «"`• p. 0 � BW1 T1P JACK$ $0 .00 LLE, f`LflRILtA 32233 HYDRAULIC SHARE � �,.OQ TPf. 0 CROa, C#3RNEC"1*Id?1 $Ot'C I i,ma ws.... w� ro!t� � a. + CONST, SURCHARGE 941- S. i s } 1 NOTICE—' ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE { $UILDINCx MATERIAL,RUBBISH AND DER1S FROM THIS WORK MUST NOT BE PLACED INPUBLIC SPACE,AND MUST BE „ CLEARED?UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER i TAI :URE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN TH. RRQPERTY OWNER PAYING TWICE FOR BUILDING IMItQVEMENTS," y: i tB,SUC1�`ACCORDING TO APPROVED PLANE WHICH ARE PART OF THIS PIRMiT AND SUBJECT TO REVOCATION FOR fi V�OI.A1at3N OF APPLICABLE PROVISIONS OF LAW. i iATLANTIC.BEACH BUILDING DEPARTMENT $18.5014 (yV _ r• , .�,,...�. Date: 2/07194 01 Rcpt: 0428877 DECKS4 . CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: � a --------------- ----------- OWNER OF PROPERTY: —11-1-0--&--- -------------------- BUILDING CONTRACTOR: ------------ PLUMBING CONTRACTOR AMD ADDRESS: ----- --------------- ------------------------------- --------------- TELEPHONE NUMBER: --s ------------------------ - STATE LICENSE NO: ----------------------------- TYPE _--------_--_-- TYPE OF BUILDING: ____________SINKS -_SHOWERS ____________LAVATORY _____WATER HEATERS ------------BATH TUBS _--__---DISHWASHERS ____________URINALS DISPOSALS ____________CLOSETS _---WASHING MACHINE ____________FLOOR DRAINS __-SHOWER PANS OTHER TOTAL FIXTURE )UNT:____�----- x $3. 50 « $15. UO ----------------------------------------- ----------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH RMI ' INFORM ---_- __- LOCATION INFOR14ATION --------- P I e rmit '' umler. 8406 Address ;' 3,75 ATLANTIC BLVD. F` Erma "Y e� I UIL3 ING ATS ANTIC BEACH FLORIDA 32233 l a$' & "of Work:, ADDITION LEGAL DESCRIPTION �- ----- --»--- "a s`t r. Type> MA$ONRY/BP.ICX Lot : 'Block- Section. 'x`>aPosed Use. RESTAURANT` Township`; RNG 0 DW641ings O Cade.# 0 Subdivision- 01d Atl . Bah. 1It ; malted Val ue a` $0. 'Ftl Fees: a: Amounti $30 000 D fork heaterdsatner room _:....» + TION d a, ,. . ,� APPLICATION FEES NO � �, PERMIT A $30 .00 d . IC` BLVD. WATER IMPACT FEE $0 .00 ACR, FLO II}A 3� 5 IMPAC FEE �► .?Jt� P hRi �� TAX RA ;R_,$. T I NFORMAT QN _ - I~tl�t?QN CAI3 " ° ) .00 Name O NEI2 , CAPITAL IMPROVE. � .50 .00 SE 'I`A.P_ $C r HYDRATJLIC BLARE $O CU. La ease 3' Type e: I CROSS' CONNECT ION $0.00 ' SEC'.R IMPACT PEE ..'10- 00 CQNST. SURCHARG $0 . PAID MAY 3 11994 City of Atlantic Bch., NOTICE ALL CONCRII TS FORMS AND F©QT1WG s allusT•sE INSPEC TED BEFaRE`PElURINCi PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDI,NC3'MATERIAL,RUBBISH AND"DEBRIS FROM THIS WORK MUST'k4QT$E PLACED 1N'.PUBLIC SPACE�4ND MUST BE r LEARED UP AND HAULED;AWAY BY EITHER CONTRACTOR OR OWNER "1"AIWRE TO ,CI Q PLY WITH TME MECIIAhIICS' LEEN LAW CAN RESULT IN j TNE" PRQPERTYWN`ER PAYING TWICE FOIA BUIRDNG IMPROVE�IIIENTS." 1SSUED'ACCORDINCi TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VfQLATION OF APPLICABLE PRBVISI>r2NS OF LAW. j ATLANTt AGH B LDkN EPARTMEN t 000000w 0000tl >r3I?.00 14 D 5/31194 01 Rcpt 1" OD56 43 By. . -- v d S. 57`K 4-eS CITY OF ATLANTIC N " /f b L� S PERMIT APPLICATION REMODEL, ADD; �, 7- " OLITIONS {�S Owner(s) : FAMOUS AMOS RESTAURANTS, INC YEIV zi I-*-Tragi Address : 375 ATLANTIC BLVD. --------------- Lot # Block or Unit SuvLilVlsiDn: nv.ivaici. uuu h Contractor : , Milton Moise Address : 2765 Clydo Road Phone No: 731-3396 Describe work to be done: Build A 4' X 6" Room on rear of existing restaurant for Hot Water Heater and Water Softner Present use of building: Restaurant Valuation of Proposed Construction: $1500. 00 Proposed use: Hot Water Heater and Water Softner ` Is this an addition? yes If yes , what are the dimensions of the added space: 4 ft . X 6 ft . Will the added area be .heated and cooled? no New electrical ? (or increase) . no New plumbing fixtures? no New fireplace? no New Neat/AC? nO r SUBMIT THREE COMPLETE SETS OF PLANS, IN DING SITE PLA SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCE AFFIDAVIT, IF OWNER IS CONTRACTOR. ONTRACTUk Ole Signature OWNER: e 77 Date: Signature C0NTRACTOR :_ �� jr� f�� - - < �r Date: ® �g� APPROVED cllY OF AjLAPlTIC BEA0 171994 nilding and Zoning a� CITY OF ATLANTIC BEACH PERMIT CALCU TION SHEET Address 3 L 1+A.) 7- C 1 L UD, $TF f4L 00,01 Date_ Heated Square Footage @ $ per sq ft = $ C�) Garage'�/Shed @ $ � � ° -- L per sq ft = $ Carport/Porch V � @ $ per sq ft = $ Deck l @ $ per sq ft = $ Patio ,}S @ $ `J I� per sq ft = $ TOTAL VALUATION : $ ®O.O� C)o s Total Valuation 1st $ / O8`o .00 c� $ Remaining Value $ 6®per thousand portion thereof TOTAL BUILDING FEE $ � + 1/2 Filing Fee $__ ( ) Fireplaces @ $15 .00 $ r BUILDING PERMIT FEE $ O , 0 0 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ -OTHER $ GRAND TOTAL DUE $ 30 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: PSR-3844 131 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT I NIPORMAT I ON - -------- LOCATION INFORMATION --------- Perm�t Number: 8129 Address : 375 ,ATLANTIC BCTI Permlt Type ELECTRICAL ATLA�TIC' BEACH, � �A 32233 t lis of Work: ADDITION N .. . :..... LROAL DESCRIPTION ---- .----- Corm trt Type: MASONRY/BRICK Lot : Black: Section: Prdpiosed Use RESTAURANTTosansh,ip: RNC: 0 Lwel.l,ings: } Code: 0 Subdivision: ATLANTIC BEACH i Es"t . ta ted Value: E0 .00 1 Itgprovw Cost : a0 .00 Total Fees: S25:00 Amount $25.00 5/94 { CLE 6-400 WATT METAL .rHALt> E FIXTURES , E TION APPLICATION 'x`888 .._..,.. Na e: ., 'h 1, ikJ,0 TERM IT $25 .00 Addr BOULEVARD 3 WATRR IMPACT FEE' 90 00 CH, FLORIDA � ' SFt IMPAC F>wE $0 .00 #r P0WO, AP t ` 44, . S. FORMAT I ONN --�-- RADON CAB 5% $0.00 Ad� t►s: I* LWTRIC. 4, INC. CAPITAL IMPROVE.` SO.Op �: s : 36 NTIC BQUL SEWB:R.,.TAI? __ oo 11 JAC »JJFLI .rte L'S.t .32211 �Fai,Di�w.4iL +I'Cw SHARE $0 .00 License: ECOC?0 Type: 2 CROSS CONNECTION B 00 ww � SEC..H IMPACT��FE1Er �� 000 � CONST. • S(YRCH!'iiiui�R'ZY - $0 .0q, MOTES: i 1 NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST SE INSPECT ED BEFORE POURING 1 PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH-AND DEBRIS FROM THIS WORK MUST NOT' BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND"HAULED AWAY BY EITHER CONTRACTOR OR OWNER } "FAILURE TO . COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN " `HE PAbPERTY 0WNER PAYING TWICE FO?R SUIL®I'NO IMPROVEMENTS." f E ,";ISS.UED:ACCORDING TO APPROVED PLANS WHICH ARE PART OF,T141S PERMIT AND SUBJECT TO REVpCATION FOR. I /IOAT)©N OF APPLICABLE PROVISIONS OF LAW. k ATLANTIC BEACH BUILIN DEPARTMENTt1pQQ( .�04 ° IEM i145/94 lii ilept� BY } CITY OF ATLANTIC BEACH, FLORIDA E= FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: S IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WIT THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH TH TRICAL REGULATIONS, WE ATLANTIC BEACH ORDINANCES. E� CATIONS, D CITY OF �g 55 ELECTRICAL FIRM: IAN NAME ADORE88:,,��/j��f�c ��yr� RFO_____BOX BLDG.812E BETWEEN: RES.( ► APT.( ) COMM.f- ' PUBLIC 1 1 INDUS.1 1 NEW 1 ) OLD( ) REW.( ) ADDITION ( ) TRAILER 1 ) TEMP.( ) SIGNS ( ) sa Fr. SERVICE: NEW( ) INCREASE( ► REPAIR ( ► FEE CONDUCTOR 812E COPPER A M. SWITCH OR BREAKER AMPSP EXIST.SERV.812E AMPS PH W VO T RACEWAY FEEDERS NO. SIZE NO. SIZE NO. 812E LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED 0.80 AM►0. OPEN TOTAL SWITCHES 01.100 AMM. INCANDESCENT FLUORESCENT St M.V. FIXED 0.100 AMPS. ov.- APrLIANCES AIR H.P.RATING BELL TRAN8F: CONDITIONING COMP.MOTOR H.P.RATING OTHER MOTORS AMPS III L HEAT: KW-HEAT MOTORS 0.1 H.P. VOLTAGE PHS OVER Nd. 1 H.P. VOLTAGE PHS MISCELLANEOUS c� SS TRANSFnRucue. // -d c CITY OFF ATLANTIC BEACH BUILDING OFFICE MAY 31 W4 k4\ Y 77 N&, z X i v^AY 171994 wilding and Zoning � - i rTE .... ............... --»�....._... ........ ...r...q .. ._ All c 1,;11,7S h' /nJ .S!,4 i3 SUR.VE _._. INrzC?gMaL-rlo : A Po2TICH OF A►'T'LAh1T14 �E:AGN 'SuP�171� ISI©i-� �;�, IP PL-47 favK PGt 12G. OF LURR.Sr4T' PUE>L.tGE; v�V� _° GUVNT Y. N :a .t, r� S7°441 E Lo,o i2.o U' ° e X l 5T, f5LL. ' x 4.q 90� n ASU!Ttotl 4.11 o' 14,4 r puc�vi t� VtPrs rte. w/ } JGu, 1.0,04-a'o A T L?41,,N T I C., 5 0 Li L JE'p�� 10 ILA. 1167 LAWS {�} PS 713.17 Mr RAMCO IORM 40e of VIIsrAng IN DYILICATL/ The undersigned hereby informs all concerned that improvements will be made to certain real property, and In accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT, Description of property............. , .A..•p ortion of AtlantiQ. Beach Subdivision "A" 1•. 1............1•..1..... u.....Nr..........0......:.N•N.NN.......N•NN..........r N«I NNNON»•N.•.N..NNNNq..•.q.»«....N............... in Plat Book 5 Page 69 & Deed Book Page 126, of .......... ....... N.....N.»........................�µN............ Current Public . •NIMH...NNN•••NNNN.III.INI.II.NNIN..1......••NNN.1•.N•.N...N»NN...N•N.••N•...N.N.•._NNNN..r•r•. Records County. ............r.....r...r......................I........r...•••11.••............N....N1..H:».NN1.•1..1.....1......1••......N.....•I..•...................•.I........... NN...........H».....•».••••...»........ ... •...N..r.N.....r....r.NN.....NNN•.«...........NNN.N....••.NN••••..•...............................•.....Nr.N.N.NNN..«NNN.HNI.NN.•NN...N.r.N..IwIN.N•NM..N.NN.NH•..N.1N N..........••N....... I . General description of improvement&..•N.:•,,I.Add a 4' i .................•»...X 6.N....... om /.w«..I..N.N. ...f o,,r ..»hot,„water heater..H... and water softner on rear of existing Restaurant ., Construction to ..............:....................................N..I.•••.1..•.••...•.......N......N.............N.N.......................... N.w...1«N. NN•.....M...N•NNNI.. wNN.....•.....N.Nr...• be frame on a concrete slab. ..................................................I/N.......1................1.............•.....I..........................r..1.r.......N...1...........N.........................«....N.N.....NN......»•......I»1.••...•....... ..... Owner.N...Famous Amos Restaurants, Inc. �f.N.......w•.N•......uNNu1..N.......................I....................... ............ ....... ..NN.....N...........I.•...N........•.....M..Nw••N••......:•...........I «•.m..NNm•......w..N•N..NNN.....NN....N•N..•....•. 2765 ClaYdo Road Jacksonville, F1. 32207 Address•r..r...ir...•...I..rr...........•.....H...........,A/.:.,N..........•..I...1..................1....................N....N».. .MNIN.N.N»IN.NINNN..NNNN»I.N.N.N.N«.N•.H...N».NI...N....... Owners interest in site of the improvement....QUA......................•I.I••I...•I.11...IN..•N.111..NI.I.NI.....I•.r...11...•.NN•NIN.N»M1.1.11.•».....1.1..1......•...... Fee Simple Title kidder (if other than owner) SAME ' Name................................ .........•........1>r...........,...................... Address......................N..•....I....NNN...«NNN...N.NN g1HNN.NNNN•HNnmH.NN.NNNNNI..N.NNNINNNN•NIN..NN.•N.NNN•W H• N»NN.......N.»...I.....H......IN.I.I....N.•......... Contractor r....111JIous e f I........NN..........•P00%....i•....•......INN.N...•...N.N....rN.W........NN....N•....••.NN...•.N•.....•1INN.•.1•.NN.11.111N1NN1..III.N.NNN.N••.N..•ww.N..«N..•» Address.....................i.................•x.••11•..1••.•11.....•...•1.•.••.•..•..1N..1••.......•.•1NII.........•...••NI•.•..•....N•..•..HI..•.I.w•....•»I..•.N»..NNNN«..1..NNINNw»•1.•.N•».I.».»I••.I,IN Surety (if any).N............•.N1..............•...I..NNNN•....N•N•...••NN».NN......NNNN...........NNNNN.NN....N.................NNN•.IN.NN.N.INI••I«.NNNN•N.N.«NI.NNN.N.NNN Adm•ess.NNNNN.NNN.....N•NN.NNNNN..•NN•N.•..N•NN•NNN...N..N.N..N•N•NN....N..NNINNNI.......NI..IN•NNINNI.NN.�� $. .I.IN1.N1•Nr.1.1»..•..N.1. Name of person within the State of Rod& designated by owner upon wham ratios or other do=nants may 6e served: Name.......;,Ted Waterbury , Vice President , Famous Amos Restaurants , Inc. ..N•1N.NIN.N.•NNN.N•NN•NN•..N•.I.NN1...N.I....N1 NN........••.••.....N•..•N•••NNN..NNNNNIN•NI.N.NI•I.N..NIMIN.N•N....INNMM.I.N.NMNNI.»1....rNNN11.•N. 2765 Clydo Road, Jacksonville, Fl. 32207 Address...................................................................HN..........1............1.............1..........................»..........................1.......H.NN...N....N............................... In addition to himself, owner designates the following persori to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name........................................ •..........•.....................1.•.....M.•.••N..NI.•I.I...I..........NNII..1....N..111.»NNNI.N•..NNN...N.N».NNI.NN.N.NNNINN......N.I...N.........1..... Address............ ....•......................••........1........•......1...1............. ......................N._.....N....... THISLIHNy�w..�.N«•NINr.wINNNON...wNIN««N/IIr1.NN1••.•mINNNwor.• ePACS Pon RSCORDSR'e Yet ONW 1 .. ' �. s, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030254 Date 5/13/05 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . RENOVATE/OFFICE SPACE Application description . . . COMMERCIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 780000 Owner Contractor ------------------------ ------------------------ TFP ENTERPRISES CLADDAGH CONSTRUCTORS, INC. 3997 AMERICA AVE JAX BEACH FL 32250 (904) 241-1012 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 2220 . 00 Plan Check Fee 1110 . 00 Issue Date . . . . Valuation . . . . 780000 ------------------------------ ---------------------------------------------- Other Fees . . . . . . . . . WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2220 . 00 2220 . 00 . 00 . 00 Plan Check Total 1110 . 00 1110 . 00 . 00 . 00 Other Fee Total 35 . 00 35 . 00 . 00 . 00 Grand Total 3365 . 00 3365 . 00 . 00 . 00 r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES 'c '�, .4 1 BUILDING OFFICIAL ti CITY OF ATLANTIC BEACH r� BUILDING / ZONING DEPARTMENT F L. Higgins J 800 Seminole Road S. Doerr e# Atlantic Beach,Florida 32233 —elf;1� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Y 2 Permit Application # Property Address: ��Kyn C L-.V"D Applicant: ppA-y 6:Ej C� lzu cTt Q-!� Project: �,o t—t K / ��o�I Pt"T� TD O FF[Cc�':- S�P�CE This permit application has been: Approved ❑ Reviewed and the following items need attention: Please re-submit yo application when these items have been completed. Reviewed By: oma.-_ l Date: Date Contractor Notified: �� !..'•111 jju CITY OF ATLANTIC BEACH J PERMIT CALCULATION SHEET Date.- Address ate:Address 3 �� Tc A/0 T.1 c 113 IL ✓rp. - 6,J /PFA-�00,f T/ ^� Heated Square Footage @ $ per sq ft= $ Garage/ Shed 4per sq ft= $ Carport/Porch C@ $ per sq ft= $ Deck 14� 0 @$ per sq ft = $ Patio @$ persgft = $ TOTAL VALUATION: $ `� 060 Total Valuation I St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: JZL TOTAL BUILDING FEE $ ZONING: —Ck& + t/Z Filing Fee $ FLOOD ZONE: -/,— ( ) Fireplaces @ $35.00 IMPERVIOUS SURFACE:<x -w BUILDING PERMIT FEE $ WATER IMPACT FEE $ o SEWER IMPACT FEE $ p WATER METER/TAP $ 0 CAPITAL IMPROVEMENT$ 0 SEWER TAP $ 0 C ( ) RADON HRS .0050 $ Q SECTION H PAVING ( ) $ �— CROSS CONNECTION $ 3 ST( ) SURCHARGE $ O OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH } MAY 2015 BUILDING PERMIT APPLICATION f (Alterations& Additions) "Y' 16L Date: Job Address: Owner of Property: >o-p Address: _ ®// iL p44,k w r4AL ?22,59 Telephone: o F-3 ,--7 Legal Description: Block Number: Lot Number: Zoning District: Contractor: d.-4_4 J> ,.j ,,,,,s;- $ L State License Number: Contractor Address: 3c,17 / ic, .%.9 ,�r,c J ` �evr'li>r(L' S z Telephone: ?I/L/r»Z i.&,1/ $/3 /?2 Fax: Describe proposed use and work to be done: V*'IE Present use of land or building(s): NoNi �p�p f- a cy G Valuation of proposed construction: g o, v oo ten, What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? -5yj5New electrical or increase in service? Na Add plumbing fixtures? `1c5 Add fireplace? A.*o Add heating/air conditioning? Jg; Is approval of Homeowner's Association or other private entity required? Po If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. [�NO. Applicant certifies that no trees will be removed for this project. F-1 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 Page 2 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Revised 8/04 Ford, Don From: Amber Lehman [edandambedehman@comcast.net] Sent: Thursday, May 12, 2005 1:27 AM To: Ford, Don Subject: Re: Test Hey Mr. Ford, Here are the emails for the board members. See you tonite. Amber moshau@bellsouth.net mccarch@bellsouth.net <stephcc@bellsouth.net>; $ailon519@aol.com <crcarroll9@yahoo.com> eailon5l9@aol.com (rt�iStt@A�/�l ----- Original Message ----- From: "Ford, Don" <dford@coab.us> To: <edandamberlehman@comcast.net> Sent: Wednesday, May 11, 2005 6:19 AM Subject: Test Don C. Ford CBO 800 Seminole Rd. City of Atlantic BEACH, FL. 32233 Phone 904-247-5826 1 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that. ' o tion provided th Tication s crect. Signature of owner: s' 2 Date: I hereby certify that I have read and examined t45— �7 thesame 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: Z�n S' Address and contact information of person to receive all correspondence regarding this application(please print). Name: /y!$T-f jlj�:;VIV j;�C Mailing Address: 31 A-rh , Amt 7)3 5co�I,oil 8P tti t �L 2 Z Telephone: _24t- 1-/n! Fax: 2U2 '� �i�`4t- E-Mail: c<:tJd�T.�h c�,.^.�;7vc;�.i's� � f 13- T7 ;f7-2trtiNy, AS TO OWNER: Sworn to and subscribed before me this_C__Y _ day of ,20 015 State of Florida,County of Duval Notary's Signature: ) Monica t.ym Day K Personally known My Cores mmission DD235500 OF ExpiJuly 29 2007 El Produced identification Type of identification produced AS TO CONTRACTOR: z Sworn to and subscribed before me this V day ofZ!a/— ,20 �✓ State of Florida,County of Duval Notary's Signature: p.Vr24, Monica Lynn Day My Commission DD235500 Personally known a a Expires July 29,2007 ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Page 3 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Revised 8/04 FLA. 1977 Laws FS 713.13 NOTICE Of COMMENCEMENT To whom it may concern: The undersigned hereby informs all concerned that the improvements will be made to certain real property and in accordance with section 713.13 of the Florida Statutes. The following information is stated in this NOTICE of COMMENCEMENT. Description of the property: 375 Atlantic Boulevard Atlantic Beach, Florida 32233 Duval County Florida General Description of the improvements: Demolish portions of the existing structure and build new two story office building Owner: TFP Enterprises 5011 Gate Parkway Jacksonville,Florida 32256 Owner's interest in the improvement: New office space Fee Simple Title holder(if any other than the owner): Name: N/A Address: ontractor: Claddagh Constructors,Inc. J f e3997 America Avenue 4i ., Jacksonville Beach,FL 32250 Surety(if any): N/A Address: Amount of Bond$ Lending Institution providing funds for improvements: Name: N/A Address: Person within the state of Florida designated by the owner upon who notices or other documents may be served: Name: Address: In addition to himself,the owner designates the following person to receive a copy of the Lienor's Notice as provided in section 713.13 of the Florida Statutes. (fill in the owner's option) Name: Address: 01!27;'2005 17: 42 4702112 ESI PAGE 03/15 ASBESTOS SURVEY REPORT OF FAMOUS AMOS RESTAURANT 375 ATLANTIC BOULEVARD ATLANTIC BEACH,DUVAL COUNTY, FLORIDA ESI Project No. SJ05020.00 27 January 2005 FOR Mr. Georgc Bull, Jr. Architect 1800 Sevilla Boulevard, Suite 3 Atlantic Beach., Florida 32233 N, , s r BY ' ENVIRONMENTAL SERVICES, INC. 7220 Financial Way, Suite 100 Jacksonville, Florida 32256 (904)470.2200 www.esi,nc.cc Olz27/2005 17: 42 4702112 ESI PAGE 04/15 TABLE OF CONTENTS 1.0 PROJECTSUMMARY............................. ........... ...........................-............................ 1 2.0 INTRODUCTION........................................................................................ ...................2 3.0 BUILDING DESCRIPTION ...... ................................... .............................................-2 4.0 SAMPLING PROTOCOL .................................. ......................................... ............2 5.0 CONCLUSION/RECOMMENDATIONS .......---................................................. ...3 6.0 TABLE OF SAMPLE RESULTS .................................... .............. ..............................3 7.0 SIGNATURES.... ........................................-,.—............................................. .......-.......4 ATTACHMENTS jV- PENDJX A Laboratory Analytical Results APPENDLX B Certifications 01! 7?2Y305 17: 4`� 4702112 ESI PAGE 05/1.5 lI.>) PROJECT SUMMARY PR03ECT NAME: FAMOUS AMOS 'RESTAURANT PROJECT LOCATION: 375 Atlantic Boulevard Atlantic Beach,Florida 32233 PROJECT DATE: 14 Januay 2005 CLIENT: Mr. George Bull, Jr. Architect 1800 Sevilla Boulevard Suite 3 Atlantic Beach, Florida 32233 (904) 246-4469 (904) 2472816 Fax CONSULTANT: Environmental Services, .Inc, 7220 Financial Way Suite 100 ,Tacksonvillc,Florida. 32256 (904) 470-2200 (904) 470-2112 Fax PROJECT INSPECTOR: William Ellgren Jr.,CIAQP Senior Scientist .AHE;RA Accredited Asbestos Building InsFectoz 01/27/2005 17: 42 4702112 ESI PAGE 06/15 2.0 INTRODUCTION The Famous Amos Restaurant located at 375 Atlantic Boulevard, in Atlantic Beach, Florida, was surveyed at the request of Mr. George Bull, Jr., Architect, for the purpose of identifying any asbestos-containing materials (ACM) and their locations. This survey was performed in general accordance with the Environmental Protection Agency's AHERA regulations. The survey was performed by William Eligren Jr_, an AHERA accredited Asbestos Jnspector. 3.0 BUILDING DESCRIPTION The Famous Amos Restaurant located at 375 Atlantic Boulevard is a one-story building that consists of approximately 4,860 square feet of floor area. It is constructed of concrete block with an on-grade concrete slab that is covered by ceramic tile. The roof system consists of built up asphalt layers with an asphalt shingle awning. The interior walls of the building are constructed of concrete block and most of the building had a gypsum sheetrock ceiling with glued on ceiling tiles. The window system for the building is wood with caulking suspected of containing asbestos. During this survey, a combined total of,nine (9) homogeneous areas of suspect asbestos-containing materials were identified and twenty-seven (27) bulk samples were collected, 4.0 SAMPLING PROTOCOL A. prc-inspection walk through of the facility was perforn,ed to identify all areas of the building. As-built mechanical. or structural drawings were .riot available. The surveyor made every effort to gain access to every room, pipe chase and shaft of the facility. Any suspect materials located within .inaccessible spaces must be assumed. to contain asbestos, or be sampled and analyzed for asbestos content prior to any disturbance. Identification of ACM was made by conducting a thorough visual inspection of the building, and the identification of homogeneous areas based on texture, appearance, use and age. The surveyor collected a representative number of bulk samples of all friable and non-friable suspect ACht in general accordance with EPA methods. All sample locations were logged with the description of the sample location. A chain of custody was submitted with. the samples to track sample handling during transportation. The samples were analyzed by Schneider. Laboratories, Inc., in Richmond, Virginia (N'VLAP Lab Code 1011500) using Polarized Light Microscopy (PLM) coupled with dispersion staining technique in general accordance with EPA Method 600/R- 93/116. 2 01/27/2005 17: 42 47(12 12 ESI PAGE 07/I 5.0 CONCLUSION /RECOMMENDATIONS Based on the samples collected from the site, and the laboratory analytical results of t1te Previous and current Survey, one hornogei)(us area at 375 Atlantic Boulevard did have levels of asbestos that exceeded the regulatory limit of I% The identified asbestos-containing matcrial is cementitious ceiling panels located above the drywall ceiling in the kitchen and the rear zoom. The asbestos-containing material identi.fled is considered a Category II non-friable material by the EPA NESHAP regulation 40 CFR, Part 61, Subpart V1 . and may not be subjected to sanding, gilinding, cutting or abrading which can cause a release of asbestos Fibers, This material must be removed by a Florida licensed asbestos abatement contractor prior to derinolition activities. 6.0 TABLE OF SAMPLE RESULTS &J, MXES 1V IwINN" T;W�IA 79 qwi, 01 I� ........... it a, Wioil!10' ------- yy ........... t 3 4,860 �q. Drywall FAOT 14 All of Interior Ceiiing N (-V o(I /\_1 C 2 3 1 2,68() se l2"xl2"%A,11=Glued On PAM 14 Dining Area,Mice, N Fair IJ P., Ceiling 70cs and Mastic 2A-2C Men's and WotMM4r. Rooms 3 3 Irt, CM01t 80VTd �FAO 14 3A-3G f___ ______ Kicl-wri and Rcar.Room Y Poor 4 3 4,860 sq Raofl3asc FAOI 14 4A-4(-' All of sottorn Of Rwr N Window CauN l FAO 114 Winilms in Dining Area N Gmnd windows 5A-5C 1,0005q, Mphah Shingics FM 114 6A Xj Awiling Overhang N Good 7 3 9Duct Marti c FAf)1)4 7A-7 -- q -- C Coaling on Ducts on Roof N --Good 500 -9.ft. Asphalt Roor]FW.Iiing rA41 14 US,$and P"lutratiom m N Good fRoof 8A-8C—T-1 4.9603q. 1 LQ.d�] A!2hatt Built lip��gprin I F.. All of Roof !j; N01149A-9C N T 01/27/2005 17: 42 470''2112 ESI PAGE 08115 7.0 SIGNATURES Report Prepared By: William ElIgren.Jr-,, CIAQP Senior Scientist Report Reviewed By: Gary J. Court, PhD, CFEA, REEPA, Senior Projcct Manager )Z Report Reviewed By: Edward A. Nunez, CIH, CSP Florida Licensed Asbestos Consultant AX-0000043 4 01/27/2005 17:42 4702112 ESI 'AGE 0`/15 APPENDIX A LABORATORY ANALYTICAL RESULTS 01!27/2005 17: 42 4702112 ESI PAGE 10/15 Sent By: 3CHNEIp6R LABS; 19043536779 ; Jan-24-06 1 :01 F1;1; Page 1 SCHNEIDER LABORATORIES INCORPORATED 2512 W, Cary Street•Richmond, Virginia•23220-5117 601.353-6776-800-785-LABS(5227)•(FAX)804-353-6928 ExceftencO in ServlCe Slid Technology AIHAlELLAP 100827, NVLAP 101130.0, NYELAP/NELAC 11413,CAEL.AP 20're, NC 593 LABORATORY ANALYSIS REPORT A®tiestos Identification by EPA Method OOOIR-931115 ACCOUNT: 3136-05-34 DATE COLLECTED: 1/1412005 CLIENT: Environmental Servlces, Inc. DATE RECEIVED: 1/17/2005 ADDRESS: 7220 Financial Way,Ste, 100 DATE ANALYZED; 1/18/2005 P4 NO.., Jacksonville, FL 32256 DATE REPORTED: 1/19/2005 PROJECT NAME: George Ball PROJECT NO.; SJ05020 JOB LOCATION: Famous Amos Client SLI Sample Asbestos Sample Sample Sample! Identification/ Detected Description No. Layer ID Layer Name (Yesft) PA0114-1A 28330336 pining Area Layer 1. Drywall No White,powdery 108%Non-Asbostos CELLULOSE FIBER 890, MINERALIGLASS WOOL 6%, NON FIBROUS MATERIAL 66% No Joint Compound found FA0114.19 28330337 Cleaning Rin -_.T. ._....__. Layer 1: Drywall No White, Powdery 100% Non-Asbestos CELLULOSE FIBER 8%, MINERALAXASS WOOL 5%, NON FIBROUS MATERIAL 86% Layer 2; Joint Compound No Cream, Granular 100% Non Asbestos CELLULOSE FIBER 2%, NON FIBROUS MATrzRIAL 98% FAO114-1z8t30338 Kitchen Layer 1: Drywall No White,Powdery 100%Non-Asbestos CELLULOSE=FIBER 8%, MiNERAUGLASS WOOL 6%, NON FIBROUS MATERIAL 86% Layer 2: Joint Compound No Cream. Granular 100% Non-Asbestos CELLULOSE FIBER 2%, NON FIBROUS MATERIAL 98% FAO 114-2A 28330339 Dining Area �--- Layer 1: Ceiling Tile No Brown, Fibrous 100% Non-Asbestos CELLULOSE FI9ER 90%, NON FIBROUS MATERIAL 10% Semplaa enelyzed by the epA Test Method are subject to the inherent ftmitativns of light mlcrvscapy Including lnter1bMnce L►y matrlx components. Gravirnetrro reduction and correlative ane/yses are recommended for all non-friable, organically bound materials, For calibrated visual estimate, I% Is the o0rrcentm1/bn at which there is a quentitetive unC&FfWf?ty. Thfs r Pcd refetes only to the items tested, must not be r0produced except In full with the 4APrOvdl of the dab, and must not be 006 to Cairn NVLAP or nther govemment agency endorsement. 01,")7/205 17: 4'21 470211= ESI FAGE 11/15 yen`, uy; bullNt:Uk-P LAOS; 19043536778 Jan-24-05 1 :01 Phi; Page 8 ACCOUNT-WORKORDER, 3436.05.34 Client SLI sample Asbestos Sample Page 2(Continued) Sample Sample/ IdentlfIcattion/ Detected 008criptlon No, Layer IU Layer Name (YeslNo) Layer 2: Mastic No Dark Brown.Brittle 100% Port-Asbestus CELLULOSE FIBER 5%, NON FIBROUS MATERIAL 95% FAC 114-2I3 2133317340 Leyer 1: Ceiling'Tile No Brown, Fibrous 10090 Non-Asbestos CELLULOSE FIBER 90%, NON FIBROUS MATERIAL 10% Layer 2: Masti No Dark Brown, Brittle 100°, Non-Asbestos CELLULOSII FIBERS%,NON FIBROUS MATERIAL 95% F,A0114.2C 2833034.1 Mems Room .- Layer 1; Ceiling'tile No Brown, Fibrous 100% Non-Asbestos CELLULOSE FISCR 90%,NON FIBROUS MATERIAL 10% Layer 2, M88110 No Hark Grown, Fibrous -�. 100%111,10n-Asbestos CELLULOSE FIBER 5%, NON FIBROUS MATERIAL 95% FA0114-3A 28330342 Rear Rm E Layer 1- Cement(Board Yes gray, }lard 15%Asbestos CHRYSOTILE 16% $S%Non-Asbestog NON FIBROUS MATERIAL 85% FAO I14.3B 29330343 Rear Rm VV Layer 1: Cement Board Not analyred due to Positive stop ins feuclions, FA0114-3C 28330344 Kitchen -- Layer 1: CerrItont Board Not 01741 ed due to positive stop inxtjuCffonS. FAO 114-4A 28330345Rear Rrn - Layer 1; Roof Base No White,Granular .�. 100% Non-Asbestos CEL4ULOSE FIBER 8%, NON FIBROUS MATERIAL 82% FAO 114-46 28330346 Dining Area Layer 1: Root Base No White, Granular 100%Non.Asbowtos CELLULOSE FIBER 8%, NON FIBROUS MATERIAL 92% FAO 114-4 28330347 inning Area Layer 1; Root Base No White,Granular — -100% NonAsbestos CELLULOSE FIBER 8''/.,,NON FIBROUS MATERIAL 92% Samples anelyrsd by the EpA 7&$+Mothoa are subject to the 1wont llM#atfons or to ht microscopy lntgrft•,rOOC9 by matrix Cor7rponents. Oravirr 00C reduction pyla cornela�tive analyses a�feCommunded for,allg 1101.-friable, organkslly bound materials. For calibrated visual estimate, I%is the concentration at whit✓,there is a gtyppro 1al fth unca Jab,tjr. This rgpOrt reistes Only 14 the Items levied must not be rBProduced except In rut,w"th Uva approvart al the lab, and mv,jt not be arced to claim NVl QP or other government agency endorsement. 01/271/2005 17:42 4702112 ESI PAGE 1<<'15 Sent 6y: SCHI`iEIDER LA98; 18048538778 ; Jan-24.05 1 :01PVj; wage 317 ACCOUNT-vypRKORDBR: 3136-05.34 Client SLI Sample Asbestos Sample Page 3(Continued) Sample 8anlplO/ Idandfloatlon/ Detected Description No. Layer ID Layer Name tt►estNo) FA0114-5A 28330948 West Layer 1: Window Caulk No White, Rubbery 100° Non-Asbestos NON FIBROUS MATERIAL, 100% FA0114.58 29330349 SW - Layer 1: WirYdow Caulk No White, Rubbery 100% Non-Asbestos NON FIBROUS MATERIAL 100% FAO 114.5C 28330350 SE --_ Layer 1; Wingow Caulk No White,Rubbery 100% Non-Asbestos NON FIBROUS MATERIAL. 100% FAO 114.6A 28330351 SE Layer — - Layer 1: Asphalt Shingle NO Red/Black, Bltuminvus �- - 100% Non-Asbestos CELLULOSE FIBER 20%, NON FIBROUS MATERIAL 80% FA0114-68 28330352 SW Layer 1: Asphalt Shingle No Rett/Black, Bitutninous 100%Non,Asbostas CELLULOSE FIBER 20%,NON FIBROUS MATERIAL 80% FAO 114-6C 28330393 West ---__.-.----- layer 1; Asphalt Shingle No ROd/Black,BiturnInous 100%Non-Asbestos CELLULOSE FIBER 20%,NON F12ROUS MATERIAL 80% FAO 114-7A 28330354 East"��- - -- - --------- -- Layer 1: Duct Mastic No Lfght pray, Rubbery 100%Non-Asbestos METAL, FOIL 10%,MINERAU+GLASS WOOL 1S%, NON FIBROUS MATERIAL 75% FA0114-713 26330355- Center Layer 1: Duct Mastic No Light Gray,Rubbery 100% Nan-Asbsstosl METAL. FOIL 10%, MINERAUGLASS WOOL 15°x6. NON FIBROUS MATERIAL 75% FAO 114-7C 28330356 West Layer 1: Duct Mastic No Light Gray, Rubbery 100% Non-Asbesitos METAL FOIL 10%, MINERAL/GLASS WOOL 15%, NON FIBROUS MATERIAL 755 FA0114-8A 28330357 Center Duct Layer 1; Roof Flashing No Black, Bituminous 100%Non-Asbestgs CELLULOSE FIBER 12%, NON FISROUS MATERIAL$Via Samples enelyxed by the ERA Test Method aro subject to the Inherent lim&at%ns at light gtt / ��,soopy Including inteecmncs by rnalrix components, Gravimetric reduction and cofmIative analyses are reevmmQ0Py i for dr/I non•frrable, org7nieelfy bound M8terisls. For calibrated visual estimate, ?90 is the s 8 concentration at which there is a quantitative ative urh ejob, a fits t not relates only 10 the items tested, must not be reproduced except in full with the eppmva!of the job, and must not be used to clafm NVLAP or other government agency endorsement. 01 i 27/226 455 17: 42 4702112 ESI FA-�E 13/15 Sent By: 5CHNEIDEn LABS; 19043530778 ; Jin 24•Q5 1 :02PN1: Page 417 ACCOUNT.WORKORDER; 31300.5-34 Client SLI Pape 4 (Continued) Sample Sample Asbestos Sa�impla Sample/ IdmntifIcation! Detected Gesaripti�arr No. Layer iD Layers Name ---- (Yes/No) FA0114-88 26330358 North I ,age ---- Lay*1: R+oor Flashing No 70p�/o Non gac et,�� Black,Bltuminous F CELLULOSE FlEIER 10%, NON FIBROUS MATERIAL 90,'/5 FAO 1'14-8r,- 29330369 Layer 4: Roof Flashing No 100 Black, BituminousBituminous°, Non-Aabee1iue CELLULOSE FIBER 10°x, NON FIBROUS MAreR14L 90% FA011 a-8A `283303$0 Eael L,eyer i; Bulli-up Roofing No sleek, 100% Non•Aebestas MINERALiGLASS WOOL 30-No, NON FIBROUS MATErj(AL 70% Layer 2: Fibrous kleterjal No Brown, Fibrpus 10D%Non-Asbestag CELLULOSE FIBER 50%, FOAMED GLASS 20111x,0NERAUt3LAS8 {TOOL 20'x,NON FIBROUS MATERIAL 90% FAO'114-5$ _ 25330361 WCeritc:r.�._.. Layar 1: guilt--up Roofing No Slack, Bituminous 100%NonAsbeako,s M!NERALlGLASS WOOL 30% NON FIBROUS MATERIAL 70% Layer 2; Fibrous Material No Brown, Fibrous 100%Non-Asbestos CELLULOSE FIBER 60%, FOAMED GLASS 20%. MINERALIGL.ASS WOOL 20%, NON FIBROUS MATERIAL 10% FA0114-9C 2833036! West _ Leyer 1; Built-up Roosting No Dlack, Bituminous 100% Non-Asbestos MINERAL/GLASS WOOL 30%, NON FIBROUS MATERIAL 70% Layer 2: Fibrous Materlal NO Brown, FibrouS 100% Non-Asbestoe CELLULOSE FIBER 50%, FOAMED GLASS 20%, MINERAL/O(AsS ------ WOOL 20%, NON FIBROUS MATERIAL 10% ANALYST: KATHERINE M.CIH Total no.of palges In report _ _ _ _ _ vI 1MED 13Y Sami A, H08n, Asea.Lob Dirvetor Samplo.;nnA1y2e>7 by the ESA Test Method are subject to tl�a in.heran,lfratltati0ns Of li�hf nrfcroscvAy lncludirt irlt®rrerence by rrratrtx components. GravlmolNc redur'tlon and Corre/Ative analyses aro recommended fl ;including non-Mable, organically bound materials For caf b(irted v1suol eslimttle, 1%is the concentration et which therg is 4 quaritrtatiwe uncertainty. This rep off relates only to the Items tesfsd must not be reproduced except in full I*ifh the apprvvsl of the lab, and must not bar usr d lir Ctaim NVLAP or other goverment eg�n y endorsement 01,12l1'2005 17:42 4702112 ESI P GiE 14/15 APPENDIX $ CERTIFICATIONS m z ic y EAI, � ,�, o � �� • � � a N r-► T �D 4 C rt � c 9I/SI 39dd IS3 ZTt'9Lb �b :tti 58t�4.ILr'_,ftt� I��NE:RG1' EFF'CC'Ih;N("; :OI; IC ' Y DOR E3tJIL,DING C'ONS'I,RUC"I'ION -N C Florida Department of Community Affairs EncyyGauge FlaCom vl.22 DORM 40OA-2001 Whole Building Performance Method for Commerciril .Buildings Jurisdiction: ATLANTC BEAC'I I. DUVAL COUNTY, FL (261100) Slhurl Desk.: OFFICE BUILDING Project: VILLAGE OFFICE BUILDING (Amer: \ddress: C'ilti,: ATLANTIC 13cI�l Stale: FLORIDA Perniitb% 0 Zip: U Storeys: 2 Type: Office (Business) GrossArea: 7925 Class: Neer Finished btiil igi NetArea: 7925 i DZax Tonnage: 9 (il'dil7:ercitt, wrile in) Com pljalice Summary Component Design Criteria Result Gross Eneily use' 59.62 100.00 PASSES Other EnvClopC Regiiirenlents - APASSES LIOTI-ING CONTROLS PASSES E\"fERNAL, LIGHTING PASSES HVdT SYSTEM PASSES PLANJT PASSES � A T'1 i I [EATING SYS'1E', IS PASSES P11)1NG SYS'-'EMS PASSES %/ICt all rcCluired CompliallCe (iom C'heCJ: List? Yes/No/IPA I�1IPOR T-1,NT NOTE:I; h illIill report Print-Orrt fr LnergyCargc 1 aConof this design building must be submitted along with this Compliance Report.. I CITY C)F �.,i �_.� 1 - f I�fAY 0 4 2001 1 V ! (i t i /1WTH) , t?ncrgyCautc FhCom FLCCS13 0.22' t CON'I11,1,ANCE, C[ER] Il lr';'TION: I h'zIeby certify that the plans nd Review of the plans and specifications covered by this specifications covered by this calC:u!aticn calculation indicates compliance with the Florida Energy are in compliance with il,e Florida Energy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section 553.908, F.S. 11RE11.1%R 1) In,: _— BUILDING OFFICIAL: DA'I'lE: DATE: o I ,hereby certify that this building is in compliance „ With the Florida Energy Efficiency Code. DA1,E: If required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Code. REGIS'I'R:1'1'ION No. ELIX—FRICALSYS'FEN1 DESIGNER LIGIi'1'ING' SYSTEM 1)ESIGNI`It: N'IE,CII:�iA'I('AL SI'ST'EiV'1 DESIGNER: YORCOS GAH'ANTZIS 54213 PLUMBING SYS'T'EM DESIGNER: YORGOS GAITANTZIS aI213 (`) 'Signature is required where Florida''Law requires design to be performed by registered design professionals. Typed rames and registration nuiiibers'may be used where all relevant information is contained on signed/sealed glans. /17/�uu5 Ener„yGauge. FIXom FLCCSB 0.22 2 1'raycct: OFl�1C1? BUILDING I'iuc: v11,1,:'1c1. OFFICE 131)1L,1)'1N'l:, l lie: Office (Business) Loc ttion: ATLANTIC BEAC L D'UV!�AL COUNTY, FL (261100) (UVEA Dile: JAC — ---�NN"hole Btlildin(-" C;oIII plialice Design Reference Total 89.62 100.00 ELECTRICITY 89.62 100.110 AREA LIGHTS 23.61 23.63 MISC EG' MPNIT 8.29 - 8.29 PUMPS & I'VPIISC 0.13 - 0.13 SPACE COOL. 16.30 26.66 VENT FANS 41.2941.29 C"rcdits & I'cnaltics �i\Iotlilied Points: = 89.62 PASSES Prujccl: OFFICE BUILDING h Title: VILLAGE OFFICE BUILDING' Type: Office (Business) Loc;ition: A`hI_,AN'I R BEACH, DU\!.11� COUN'T'Y, I L, (261100) (N1' File: JAC Other Envelope Requirements Item 'Lone Ucscril)tiott Design Limit Meet Req. SECOND i"i_O RTU-I Lm:rior Roof- Max Uo Limil 0.03 0.09 Yes SECOND I LO RTU-2 F:.Mor or Roof- Max Uo Limit O.O.i 0.09 Yes iMeels 011ier Envelope Retl'ttirt+ruents 3/17/300Energ.Gauge FhCom FLCCS13 0.22 3 External Lighting Compliance Description C:ilc;;or! Allowance Arca or Length_ELPA CLP (W/Unit) or No. of Units (W) (W) -.�......�.�...�....._ (S q R or Lt) �— None --1 I'rgjccl: (.)f I IC'E I3UIl,DING��=- — 'Titic: l/ILLACE OFFICE BLJILDINC', ,I)pc:'Office (B(Isiness) 1 Loudon: ATLANTIC BEACH, DUOVL COUNTY, FL P61 WO) ( YEA IV% JAC Li�;llting Controls Compliance ACI101IV11) Ashrac Dircrinlion Arca No. of Design Min Compli- D (s(1.ft) Tasks CP CP once 101 26 OI11ms :(1''ar(ilioW15 Il below 4,01 1 1 j 5 PASSES coiling'),lyncloscd offices. all open plan 0111ctis NNilhoul parlitions 102 21 Lobb\ (General) - Reception and 147 .1 2 2 PASSES W 1 l O T 103 13 Toilet and Washroom 137 1 2 2 PASSES 104 13 Toilc( and Washroom 171 1 2 2 PASSES 201 26 Offices (GllllOW15 f( bdmv 264 1 2 2 PASSES WAY)) 15nCNW offices, all open plan offices without partitions 202 26 Ofliccs (Parlilions>15 f( below 261 1 2 2 PASSES ccilin-) l"nclosed offices- all open plan officcs'Nvi(hout partitions 203 26 Offices (Parlilions A5 11 below 333 I 2 2 PASSES ccilin��) Encloscd offices, all open plan offices NNilhou( partitions 204 26 amccs (ParlilionOT5 fl below 363 I 2 2 PASSES Wing) 101doscd offices, all open I p1a11 0111CeS N%1(IloUl par11tI(nS 20�s 2 Con idor 587 l 2 2 PASSES 711i >> Common 'Achvily Areas- 461 1 2 2 PASSES coduc,nco/N1ccling Room 207 10 Recrealion/1-ounge 263 1 2 2 PASSFS 2 26 Ofhcq. (Piarlilions,14.5 fl below 234 1 2 2 PASSES ccilin") l ncloscd offices, all opal plan 61ficcs \�ilhou( partitions 201) 47 Slora�!;c& Wnwhouse - Matcri,ll 425 1 2 2 PASSES flu won" 211 1: Toilet and \-V,Ishr00111 118 1 2 2 PASSES 212 13 Toilcl and Washroom 149 1 2 2 PASSES r PASSES 3/1Eiicrg�Cauge FhCom FLCCSR vI.22 4 I Pro jcct: OFFICE 131.11LDINC: ��- - - _ 4 '1111c: VIL.L.AC,E 01,FI('E 13UI1;1)1NC I'}pc: OlTice (Business) Location: ATLANTIC BEACH, DUVAL COUNTY, FL (261100) OVER File: .JAC _ System Report Compliance AMU-I System I Constant Volume Packaged No. of Units I System 1 Component Catc!-orNW W� Capacity Uesil;n Et'I' Design IPLV Comp- Et'f Criteria IPLV Criteria Hance C'ooling, Svslcn) Air Cooled 01 �OOO io 135000 8.90 8.90 8.30 8.30 PASSES Btulh C'ooliii, Capicity Air I-landlinef\ir H- indlei(S'upply) - 0.80 (:).SO PASSES SYSICn) -Supply COnSlanl Volume RJAI-I System 2 Constant Volume Packaged No. of Units System I Component Category Capacit) Design EIT Design IPLV Conte- EIT Criteria IPLV Criteria liance Coolin Pro ,jcet: OG'I IC'E I3UIL1)INC --- — Titic: VILLACG OF ICI; BUILDING TN pe: OATice (13usiness) L.UCMion: -VITANTIC BEACH, DUVA�L C'OUN'TY, ISL (2G 1 100) (WEA bile: ,IAC NV ater Heater COM plialice Rescril)tiun TvpcCate-on, Desil;n Min Desi-11 Max Comp EIT INT Loss Loss liana \Valc'r Ilcaler I Staagc \Va[c�rllo�:�tcr- =120 IgnI c� 0.97 0.89 PASSES Electric 12 11cWI \V,�Iler 1lcMk:r 2 Swru igc \1'siic�r l-Ie�ilcr- =120 �gal� c� ��.= 0.97 O,;f3 PASSES Eleclri<. 12 J1<<Vj PASSES --_ .----- -------' ---! Piping System Compliance Cale�;or� Pipe Dix Is Operating; Ins Contl Ins Req Ins Compliance i linchesi Runout? Temp 113tu-in/hr Thick link Thiele linj II'J .SF.F None 3/17/2Encs-N-Gatwe FlaCom RLCCS13 0.22 6 • Project:-o1,r�IC1;: BUILDING =---,=_=--- — ---.—�— Tillc: NALn..AGE OFFICE BUILDING lie: CIffice (Business) Loation: ATLANTI Other Required Compli�jlice C�,atc ;ori Section Requirement Oi rite N/A in box if.not applicable) Check fillrrrtioii�� Infillralion Criteria have been met S sleet 407,11 FIVAC Load siring bas been perl'ormcd V'entil;ilion lu'.l.l Velltllatlon criteria have been incl ADS 41().l Duct sizing and Design have been performed 77 T lv� 13 -11U. I Testing and B iLmcing will be performed ElcctricnI 41.1.1 Ntctcring crilcria leave been incl Ntolof-; 41 4.1 Molor efficiencY criteria have; been met LiI-lilin,, -1 15.1 Lighting criteria have been met O c� M 102,1 Operation/mainlcnancc nwimal Nvill be provided to owner Rool,/C',il 40-1 1 R-19 for Roof Deck with supple plenums beneath it R�porl lUl Input Reporl Print-Oul from Energ.)Gauge FlaCom altaclhed? i 3/17/2005 Enci,nGauwe HaCom FLCCS13 N-1.22 7 ❑ ❑ ❑ ci I �ti d n t z' c �ll 0 „n iri U G rw O r, Cj CIO r y r-1 ho p N r M�r•4 A.I .rq � C.'� r�' V V p rel .� �W .--� V<� r .� on oA on U 71- C 97J ��i Qj v C Ln c U � �a =" •� n Q ca V W co W C7 N N N � O •C, ' I/ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ CA CFJ U ✓ ':.� -t '_' f`�I C11 itr N rte, r^• �� -t nl i 00 tk i I rI N i u V N ri f,l 'C5 i-.. � 4. ,TJ 4�- C.-. .� � 4, 'CS 4�.• I'•' 'C3 AZT'-I � p V u O u - Irl r� O Irl r� O In N O Ir'1 y O Y. o W rJ � - .�, ;� o W •- I o W � o 1) o ori o �n Lrj 7Z V U J U O U Gr i I Cl CJ 'i U O U i (�U O U ✓ 00 U O O v O G G � ... 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SUITE 100 MAY 22 5 JAC=KSONVILLE. FLORIDA 322,96 904-470-2200 • FAX 904-470-2112 i www.esinc.cc 2 March 1.005 Mr. George Bull, Jr. Architect -- 1800 Sevilla Boulevard Suite 3 Atlantic Beach, Florida 32233 RE: Clearance Report for Asbestos Abatement Famous Amos Restaurant - 375 Atlantic Boulevard Atlantic Beach, Florida EST Project No. SJ05020.01 Dear Mr. Bull: - Environmental Services, Inc. (ESI) is pleased to present the Clearance Report for the asbestos abatement performed at the Famous Amos Restaurant located at 375 Atlantic Boulevard in Atlantic Beach, Florida. This abatement was conducted on February 7 through February 9, 2005. If we can be of any further assistance or should you have any questions. please do not hesitate to contact us at your convenience. Sincerely yours, _ ENVIRONMENTAL SERVICES, INC. William Ellgren Jr., CIAQP Senior Scientist Attachment BE/tsb/SJ05020.01 S: PF030205f JACKSONVILLE • ST.AUGUSTINE • COCOA • JUPITER 6 DESTIN 0 SAVANNAH • ATLANTA • RALEIGH • CHARLOTTE CLEARANCE REPORT FOR ASBESTOS ABATEMENT OF THE FAMOUS AMOS RESTAURANT 375 ATLANTIC BOULEVARD ATLANTIC BEACH, DUVAL COUNTY, FLORIDA ESI Project No. SJ05020.01. 2 March 2005 FOR. Mr. George Bull, Jr. Architect 1800 Sevilla Boulevard Suite 3 Atlantic Beach, Florida 32233 BY ENVIRONMENTAL SERVICES, INC. 7220 Financial Way, Suite 100 Jacksonville, Florida 32256 {904} 470-2200 www.esinc.cc TABLE OF CONTENTS Page 1.0 PROJECT SUMMARY........................... ................................................................-.-....1 2.0 INTRODUCTION..........................-.-.......................... ....................................................2 3.0 ABATEMENT ACTIVITIES................ ...........................................................................2 4.0 SAMPLING PROTOCOL ..................................... ......................... ..........................2 5.0 RESULTS ................................. .............................................................................. ..........3 6.0 CONCLUSION ............................. ......... ...........................................................................3 7.0 SIGNATURE......................................... ............................................................................4 ATTACHMENTS Appendix A: Air Sampling Log Appendix B. Certifications 1.0 PROJECT SUMMARY PROJECT NAME: Famous Amos Restaurant PROJECT LOCATION: 375 Atlantic Boulevard Atlantic Beach, Florida 32233 PROJECT DA'Z'E: February 7-9, 2005 CLIENT: Mr. George Bull, Jr. Architect 1800 Sevilla Boulevard Suite 3 Atlantic Beach, Florida 32233 (904) 246-4469 (904) 247-2816 Fax CONSULTANT: Environmental Services, Inc. 7220 .Financial Way Suite 100 Jacksonville, Florida 32256 Florida Asbestos Business Organization #ZA3 31 (904) 470-2200 (904) 470-2112 Fax PROJECT MONITOR: Steve Miller Field Technician ABATEMENT CONTRACTOR: National Asbestos Abatement, Inc. 8318 Atlantic Boulevard Jacksonville, Florida 32211 2.0 INTRODUCTION Environmental Services, Inc., (ESI) was retained by Mr. George Bull, Jr., to provide continuous air monitoring and supervision during an asbestos abatement project at the Famous Amos Restaurant located at 375 Atlantic Boulevard in Atlantic Beach, Florida. This abatement involved the removal of asbestos-containing transite ceiling panels from the kitchen and back room of the restaurant. All asbestos-containing material identified by ESI in the 27 January 2005 Asbestos Survey Report has been removed from this building in preparation for demolition. The abatement activities began on 7 February 2005 and concluded on 9 February 2005. 3.0 ABATEMENT ACTIVITIES The Florida Licensed Asbestos Abatement Contractor contracted to perform the abatement activities was National Asbestos Abatement, Inc. The scope of work consisted of the removal and disposal of approximately 930 square feet of 1/4" thick transite ceiling panels. All removal activities occurred under a modified containment consisting of - critical barriers and negative pressure conditions and all material was removed and disposed while wet, in accordance with EPA, OSHA and Florida State regulations. 4.0 SAMPLING PROTOCOL All Phase Contrast Microscopy (PCM) air samples were captured on 0.8 micron mixed cellulose ester filters (MCEF)mounted in an electrically conductive 25 nun plastic sampling cassette. High flow electric powered pumps were used to obtain the samples and were calibrated before and checked after use with a field rotometer. Area air samples were collected inside the work area during the entire course of the abatement. These samples were collected to ensure that fiber levels inside the work area were within acceptable levels for the respiratory protection used. In addition, final air clearance samples were collected inside the work area after the abatement activities were completed. All air samples were analyzed on site by PCM in accordance with NIOSH Method 7400. 2 5.0 RESULTS Refer to the attached "Work Area Air Sampling Log" tables for locations and results of the air samples taken throughout the abatement project (Appendix A). A total of 21 area air samples were taken during the removal and cleanup phase. Prior to final air clearance samples being taken, a final visual inspection was performed to assure that all accessible asbestos-containing materials were removed and that no asbestos-containing debris remained. After a successful visual inspection, aggressive final air samples were taken in accordance with EPA protocol. All 3 final air clearance samples indicated airborne fiber levels below the EPA standard of <0.01 fibers per cubic centimeter of air (Results in Appendix A). 6.0 CONCLUSION Based on continuous on-site monitoring and air sample results, it is the conclusion of ESI that the contracting company, National Asbestos Abatement, Inc., performed this asbestos abatement in accordance with all applicable local, state and federal safety regulations governing asbestos removal. It is ESI's opinion that all identified asbestos- containing material has been removed and the building can be demolished. 3 7.0 SIGNATURES Report Prepared By: William Ellgren Jr., CIAQP Senior Scientist Report Reviewed By: Gary J. Court, PhD, CFEA, REPA Senior Pr ject Dana er Report Reviewed By: Le e , C1H, CSP Florida Licensed Asbestos Consultant AX-000 35 5 APPENDIX A Air Sampling Log � V U) p - QLOLij � �� a U D 0 cr- '? � Q p ® � U � u. p p /( O aIMX ,� O a .- � 2 2 LU cc Q W U , w , Y o J r O _z X UJ S9 E p ly ® $ J z t0 u V C O CL o � •� O Q ,A 4'� Q � 4 wwin � Z Q_ _ a �. m _ Q U< ® d o C C !C3 Z Q w 0 :U LL © U L U o A/Im ui ,-�' 0 o IL J `z w 44' io 0 CL EO 7 Z t Ul CL z E o EL 4) c m — , C ro d cj � . c> E in V) L) � oil L) 00 w AO n r .p cid LL. C1. Q o U �UJ a. _La p U- a Z � — oa 44 a w � a a o 0 A o o , - z a Jim> -� LLJ za LLIa o CL U w uj cn w D - J 40 fl i U) Li ro l Q 1 Z Q � Q� 10 W a' o U �_ U- _? ' e > " r I LU CO Q n a ��s �' 'U' \a► 0 0 z � - co (uQ �t c a z om 90 co cu n - L1J ca ¢ 4 cA U �Q amw 0.a U- a o r� V Nr J (� w �r m � � J J 0 LL LUo ' Y CLLU f ¢ g W 0: < o ` V� i oyYl � Z � 0a { g rJ LU E 12 21 Cc O C a u •- O ¢® ¢ cn V5 CML � z p D O wwcn ,mow v J 0 i /J s I _z Qw p o uj o ? '� c V LIJ o � � _ E I W 0 v � CO v � w 4" - cs no- z z wC aci a E Z CD C (� IL_iL Z J t✓ O! G R3 CLO CO w co tl! mQ ¢ APPENDIX B Certifications 06/29/2004 16;02 904-641-6230 PAGE 02 i LU C Imp i Q � � N II Q now cr W I ;taw c4' LL Q Co ..J 5 sI s Er 7d o $ zui ,s a oC � 43 z I W 71' 0 A FIELD OBSERVATION REPORT VILLAGE OFFICE BUILDING ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32082 MAY 20, 2005 i FOR: MR. GEORGE BULL, JR. ARCHITECT 1800 SEVILLA BLVD., SUITE 3 ATLANTIC BEACH, FL 32233 BY: NADEEM G. ZEBOUNI, P.A. 200 EXECUTIVE WAY PONTE VEDRA BEACH, FLORIDA 32082 moi.► L` NADEEM G. ZEBOUNI, P.A. Tel: (904)285-9890 Fax: (904)296-8846 FIELD OBSERVATION REPORT REPORT NO: 01 INSPECTION DATE: 5/19/2005 (8:15 AM) PROJECT: Village Office Building REPORT DATE: 5/20/2005 (11:00 AM) Atlantic Beach, Florida WEATHER: Sunny&Clear CONTRACTOR: Claddagh Contractors, Inc. YOUR REFERENCE: Structural CLIENT: George Bull, Jr. Architect OUR REFERENCE: 5005 OBSERVED BY: Nadeem G. Zebouni, P.E. REASON FOR OBSERVATION: Structural assessment of existing cracks in the masonry walls. PERSONS INVOLVED: George Bull, Jr., Matthew Fennell, and Nadeem G. Zebouni. ITEMS EXCHANGED: Fennell made copy of permitted drawings available for review by George Bull and Nadeem G. Zebouni. OBSERVATIONS AND DISCUSSIONS: Demolition of roof, walls, and slab-on-grade was completed and temporary diagonal braces were placed to brace the remaining masonry walls. Photographs were taken during the site inspection and copies of these photographs are attached under Exhibit"A". Ladder type cracks were observed on the eastern CMU wall (Photograph #1)at the southeast corner(Photograph#2). During the cutting and removal of the slab-on-grade at the main entry of the original structure(Photograph#3), the southern wall on the eastern side of the main entry wall opening (Photograph#4)shifted in a northerly direction, causing the masonry wall to shift out of plumb (Photograph#5)and cracks in the masonry wall (Photograph#6). CONCLUSIONS AND RECOMMENDATIONS: Based on my past experience, field observation, and the contents of this report, I recommend the following: • Cut and remove the portion of the southern masonry wall, including the lintels and existing concrete tie beam, a minimum of 8"west of the main entry wall opening and extending to a minimum of 8" east of the eastern jamb of the adjacent eastern window wall opening. Rebuild the wall using#5 dowels, having a minimum of 6"epoxy embedment in the existing footing at locations where filled in cells with#5 vertical are called out on the permitted drawings. Dowel two #5 top and bottom, providing a 25" minimum lap and having a minimum of 6" epoxy embedment into the cut existing concrete tie beam. Add#3 ties at 12" on center prior to recasting the demolished portion of the concrete tie beam. 200 EXECUTIVE WAY • PONTE VEDRA BEACH, FLORIDA 32082 . E-MAIL: nzebouni@structuresintl.com Mr. George Bull, Jr. Architect -2- May 20, 2005 • Core through the existing concrete tie beam at the southeastern corner, drop a#5 vertical bar and grout fill solid the corner CMU cell, as called for on the drawings. In addition, do the same for the adjacent five or six CMU cells on the southern side of the end of the precast lintel over the previous fireplace wall opening. Grout fill solid the CMU cells below the southern bearing area of the existing precast concrete lintel. If yo Lequeslior s or if I can be of any further assistance, please let me know. Si ce(,h N. G. President NGZ:wmh attachments cc: Matthew Fennell via facsimile EXHIBIT "A" 4 4CL a F` L �� •�,va:, O = s O CL a it a # O O � = O a = CL 2 CL ag c� 0 O CL i CL ag , • O o O z IL Project Name: VILLAGE OFFICE BUILDING Lot: Subdivision: County: Duval Building Code: FBC2004 Computer Program Used: MITek 6.2 General Truss Design Loads Roof Gravity:42 psf Total Load(Cd=1.25) Floor Gravity:55 psf Total Load(Cd=1.00) Wind: 120 mph from ASCE 7-02 Individual Truss Drawings Show Special Loading Conditions This package includes 18 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61 G15-23.002(2)and 61 G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each drawing for any particular building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2. P.Arneson P.E.No.58544 Structural Engineer of Record Name and P.E.No.: 12/12/05 Structural Engineer of Record Address: Apex Technology is a fictitous name owned by Jax Apex Technology Inc., a Florida Corporation.Florida Engineer Business No.7547 4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224 904-821-5200 NO TRUSS ID# DATE 1 0501144-CJ01 12/12/05 2 0501144-T01 12/12/05 3 0501144-T02 12/12/05 - 4 0501144-T03 12/12/05 i 5 0501144-T05 12/12/05 0501144-T06 12/12/05 DATE RECEIVE. '(, 1'7-,// ' NO. COPIES 'r- 6 -_.. 7 0501144-T07 12/12/05 DATE RETURNED Zl p NO. COPIES (.4,_ 8 0501144-T08 12/12/05 APPROVED DISPOSITIC;Iq 9 0501144-T09 12/12/05 APPROVED AS NO'7(' D 10 0501144-T10 12/12/05 REVISE& RESUBMIT _. 11 0501144-T11 12/12/05 APPROVAL DOES N T RELIEVE FABRICATOR f: 12 0501144-T12 12/12/05 RESPONSI ILI F R ACCURACY OF 13 0501144-T13 12/12/05 DIMENS S, ER ORMANCE DESIGN, OR 14 0501144-T15 12/12/05 DESIM eon tTtAI S. 15 0501144-T16 12/12/05 Date 16 0501144-T17 12/12/05 17 0501144-T18 12/12/05 18 0501144-T19 12/12/05 ROOF TRUSSES 0501144 PROFILE QTY PITCH TYPE BASE PLY TOP ROT ID O/A REACTIONS 4 MONO TRUSS 20-07-06 Joint 9 Joint 10 Joint 15 2 Ply 3.54 0.00 CJ01 20-07-06 180.7 lbs. -107.1 lbs. 11378.9 lbs. 1 SPECIAL 42-01-00 Joint 15 Joint 24 2 Ply 5.00 0.00 T01 42-01-00 1410.5 Ibs. 31.4 lbs. SPECIAL 42-01-00 Joint 15 Joint 24 3 5.00 0.00 T02 42-01-00 2443.81bs. 3008.1 lbs. 1212.0 -1379,9 lbs SPECIAL 39-01-08 Joint 13 Joint 22 29 5.00 0.00 T03 39-01-08 2052.71bs. 3014.6 lbs. 10228 bs, 1 SPECIAL 39-01-08 Joint 13 Joint 22 2 Ply 5.00 0.00 T05 39-01-08 1014.8 Ibs. 42.5 Ibs. 1 SPECIAL 35-05-08 Joint 12 Joint 20 2 Ply 5.00 0.00 T06 35-05-08 636.0 lbs. -55.4 lbs. 11303,11 lbs. -2225.1 lbs. SPECIAL 35-OS-08 Joint 12 Joint 20 27 5.00 0.00 T07 35-OS-08 1793.7 lbs. 2796.9 Has. -913.8 lbs. 1 SPECIAL 03-00-00 Joint 3 Joint 4 1 0.00 0.00 T08 03-00-00 776.7 lbs. 483.1 lbs. ® SPECIAL 03-00-00 Joint 3 Joint 4 1 0.00 0.00 T09 03-00-00 176.0 lbs. 176.0 lbs. SPECIAL 35-05-08 Joint 13 Joint 22 2 5.00 0.00 T10 35-05-08 2164.5 lbs. 3025.2 lbs. 1144 -1450.6 Ibs. SPECIAL 23-04-08 Joint 10 Joint 16 1 5.00 0.00 T11 23-04-08 37.7 lbs. 2071.21 526.5 lbs, 1bs. -1095.5 bs. SPECIAL 25-03-08 Joint 10 Joint 16 2 5.00 0.00 T12 25-03-08 1084.2 lbs. 2184.7 lbs. 1SPECIAL 25-03-08 Joint 10 Joint 16 2 Ply 5.00 0.00 T13 25-03-08 -698.7 lbs. -42.3 lbs. MONO TRUSS 1 08-10-15 Joint 3 Joint 4 Joint 5 8 5.00 0.00 T15 08-10-15 39.6 lbs. 928.8 lbs. 3241.5 lbs. I I -1941.0 I MONO TRUSS 10-10-15 Joint 3 Joint 4 Joint 5 8 1 5.001 0.001 T16 1 10-10-15 I 117.9 lbs 443 5 lbs 1699 8 Ibs 1 MONO TRUSS 12-10-15 Joint 3 Joint 4 Joint 5 Ill J 8 1 5.001 0.001 T17 ( 12-10-15 I 215.5 lbs, -246.0 lbs -1024.8 Ibs IMONO TRUSS 15-00-00 Joint 5 Joint 6 Joint 7 1 45 1 5.001 0.001 T18 1 15-00-00 L 199.7 lbs. 48.2 lbs. 1683.2 lbs. 164 9 lbs. -85.1 lbs -1006 7 lbs ROOF TRUSSES 0501144 PROFILE QTY PITCH TYPE BASE REACTIONS ID O/A MONO TRUSS 11-02-08 Joint 4 Joint 5 3 d.000.00 T19 11-02-08 129.2 lbs. 1682.0 lbs. -Gil W1-3M -2 W OO .P. w t=1 Hro OH �+ n � an a O � nay W 00 ,�� 0 zd � � pd O ~ OroU Oy � ux�Rd 'dMy Om � � O z Hb M 0 Cd ►Ija �d ,.d Zv1 0 � Crn H m� K zzt 0z dy '00 0 �tz It� l� yZ rorntrl t�] .0 � Gd ~ ~ rd d O0 �..� m � CrJ tom] 'y. t0 zz m OM CO Z � 0-4 1-4 � H Z WHO ' 23 t� � � a Z az txj00 � O tdH r 1_ z o 'd td Ho a' 0 z . 0 t2l ted t-ro 3 z roM '00 � z w6 aem "mt� '� " z � ro z cn �z ZC� � t�rJp O z ttxjw y O �dH � 0t� 8 4 X Z BO H O til ro d ny m Z _zz H t� n yOH ��' .� O Cn V 0 In � d 0co OH O -41-3Z ro G z yN � dZ � x rote trJ H ij t.J 0 ey F3 POO H OU] z OImi � tzJ t s ci rn roy0a W ztr2j z ,d H CO � t1]y 0 a DC7 4� 0 cne O0y � Oz Oce r� a � r� g o � �' t ted C! H in a to to r. n ►c c� ro C] cy tr] d tzj z rrn M p z z rrnn z ro ro � -M O z z' HO 1-0 z yy �M -C2 8 za n a s , ro 0 b H rn � m y ro z � x o0ro POINT m p rozy O ryyz fidUI � � a �9 IM 0 kw yo � 1-4 O _ ro0rn tz ro y' dz z z y d o z � z � 0 �z cn cn M H Z co 0 ca o �J � bdz H z Z z o 0 da rn 0 0 � -3 trJ rt z 'M r�i� Im o nn to ZO oro z do � ro • -3 � � z z HIP GIRDER REFER TO PLACEMENT PLAN FOR NO OF PLIES oe JACK yCy JACK �$ x1 tar p JACK � � C s x� R P-4 _ 8 cl t7d0� CS D 0 0 ;d z x 0-03 W 00 zt-, tt-IwR � 0 zJo c:I o0 0coo �-+ Zc� 0w � Wy0 c do � do zxe o cn zi Wb001 d0d0 1-4 z ® � C.0ZZ ® y0Z Clrd Zy b ,Cbz c--1 C/I Z1-0 � n r� pp _ z 9 c-, CQ x � b �� cn r � y o x� H 0 3" TYP cn En C., » co � tz Ej Ei g x N O y O C;lb " '-3I � O '_' p Zi H co H � I C/I " °' 0z x H m m �� _ � E � . � bdxtzdty z g�x c-,momm oz zz ca z z M ° ra -'g -3 o m5rwm�o Htv WO ro azo" �o9rdz o C+]H O JO �Mr4 C-4 o 0�� co c 0-4 no ' WE (� co o y 1-3 l o o w o O z Z .. .. 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Wed Nov 16 07:52:32 1 1 3-7-7 6-2-14 8-10-5 12-8-12 - 14-10-11 17-10-14 21-2-9 3-7-7 2-7-7 2-7-7 3-10-7 2-1-15 3-0-3 3-3-11 Sr 1,=1:36.3 30 M1120 9 354 12 5x5 M1120-- / 6.8 M11201 T2 6.8 M1120� 18 ] 2x4 MII2011 6 5 4x8 M1120- 11 12 W9 10 3x0 M1120= W] . I 6x12 M1120 4Y5,,, W3 ---*4 / -a It- 82 4x5 MI120= 17 16 20 14 13 12 21 it 22 10 7.8 M1120- 7,8 M1120- 4.8 M1120- 4.12 M1120- 2x4 M11201 5.8 M1120- 8.8.1120- 23-10-8 x8.1120-23-10-8 2M4&l -_ -3-0 P-10-15 12-8-12 14-10-11 17-10-14 _21-2-9 3-7-7 2-7-7 2-0-2 0-7-5 3-10-7 2-1-15 3-0-3 3-3-11 Plate Offsets(X,Y):[2:0-3-0,0-1-4],[6:0-4-0,Edge],[10:Edge,O-55-4] [11:0-3-8 0-2-81 (15:0-3-8 0-5-0] [16:0-3-8 0-4-121 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) -0.02 13-15 >999 240 M1120 249/190 TCDL 20.0 Lumber increase 1.25 BC 0.4 1 Vert(TL) 0.05 13-15 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.91 Horz(TL) -0.06 9 n/a We BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:337 lb LUMBER BRACING TOP CHORD 2 X 6 SYP DSS TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3'Except' 5-6-2 oc bracing:15-16 W6 2 X 4 SYP No.2D,W7 2 X 6 SYP No.2,W10 2 X 4 SYP No.2D 4-2-10 oc bracing:13-15. REACTIONS (Ib/size) 9=181/Mechanical,10=-4191/Mechanical,15=11379/1-2-9 Max Horz 1 5=468(load case 4) Max Uplift9=-126(load case 2),10=-4191(load case 1),15=-10192(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2397/4625,2-3=-5577/10743,3-4=-8497/16904,4-5=-723/10517,5-6=-715/10441,6-7=-713/10496,7-18=-44/2581,8-18=-41/2728,8-19=-160/37,9-19=-32/67,9-10=0/0 BOT CHORD 1-17=-4355/2312,16-17=-4355/2312,16-20=-10245/5428,15-20=-10245/5428,14-15=-16144/7808,13-14=-16144/7808,12-13=-6418/8,12-21=-6418/8,11-21=-6418/8, 11-22=-2559/0,10-22=-2559/0 WEBS 2-17=-1773/3424,2-16=-6227/3294,3-16=-2506/5278,3-15=-6998/3378,4-15=-6175/7301,4-13=-8639/7195,5-13=-170/223,7-13=-7992/1970,7-12=-939/0,7-11=-236/6636, 8-11=-5714/134,8-10=0/4815 NOTES (9-11) 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 Ib uplift at joint 9,4191 Ib uplift at joint 10 and 10192 Ib uplift at joint 15. 5)Load easels)1,2,3,5 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Uplift for first LC exceeds limits 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)60 Ib up at 12-8-12,60 Ib up at 12-8-12,143 Ib down and 69 Ib up at 15-6-11,143 Ib down and 69 Ib up at 15-6-11,and 259 ib down and 126 Ib up at 18-4-10,and 259 lb down and 126 Ib up at 18-4-10 on top chord,and 1698 Ib up at 12-8-12,1698 Ib up at 12-8-12,443 Ib up at 15-6-11,443 Ib up at 15-6-11,and 246 Ib up at 18-4-10,and 246 Ib up at 18-4-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including.BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 11)FASTEN CORNER JACK VERTICAL TO GIRDER TRUSS VERTICAL WITH(17)SIMPSON SDS 1/4 X 6 WOOD SCREWS. SCREW SPACING TO BE 4 1/2"O.C. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-100,10-20=-30 Corr, nued on page 2 Job TrussTruss Type Oty Ply VILLAGE OFFICE BUILDING 0501144 CJ01 MONO TRUSS 4 1 6.200 Juo13 2005 M Tb Reference ek I dustries,Inca Wed Nov 16 07:52:32 2005 Page 2 LOAD CASE(S)Standard Concentrated Loads(lb) Vert:5=120(F=60,B=60)13=3396(F=1698,B=1698)18=-286(F=-143,8=-143)19=-518(F=-259,6=-259)21=886(F=443,6=443)22=492(F=246,B=246) Trapezoidal Loads(plf) Vert:1=-861(F=-415,B=-415)-to-20=-1576(F=-773,8=-773) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=69,15-20=36,10-15=-6 Horz:1-9=-77 Concentrated Loads(lb) Vert:5=120(F=60,B=60)13=3396(F=1698,8=1698)18=139(F=69,B=69)19=251(F=126,B=126)21=886(F=443,8=443)22=492(F=246,6=246) Trapezoidal Loads(plf) Vert:1=439(F=202,B=202)-to-20=786(F=375,B=375) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=43,10-20=-6 Horz:1-9=-52 Concentrated Loads(lb) Vert:5=120(F=60,B=60)13=3396(F=1698,6=1698)18=82(F=41,B=41)19=148(F=74,B=74)21=886(F=443,B=443)22=492(F=246,8=246) Trapezoidal Loads(plf) Vert:1=231(F=119,B=119)-to-20=436(F=221,B=221) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=36,10-20=-6 Horz:1-9=-44 Concentrated Loads(lb) Vert:5=120(F=60,B=60)13=3396(F=1698,B=1698)18=65(F=33,B=33)19=118(F=59,B=59)21=886(F=443,8=443)22=492(F=246,8=246) Trapezoidal Loads(plf) Vert:1=183(F=95,B=95)-to-20=346(F=176,B=176) Job Truss Truss Type Qty l Ply VILLAGE OFFICE BUILDING 0501144 11701 SPECIAL 1 2 6.200 s Job Reference(optional) _ 23-10-8 Jul 13 2005 MiTek Industries Inc. Wed Nov 1071042 2005 Page 1 6-2-10 10-7-5 15-0-0 I _19-9-14 24-7-13 29-5-11 34-3-10 _39-1-8 - F 42-1-0 6-2-10 4-4-11 4-4-11 4-9-14 4-9-14 4-9-14 4-9-14 4-9-14 2-11-8 Scale=1:74 8 3.4 MUD 1 500 1-2 5 314 MII20� � 0.25112 3x8 M1120% d 4Y5 3,4 M1120- 6x12 M1120— 3x4 M . 3.4 M1120= 3x8 M1120= 3x4 MII20� - --�__ 6 7 6 3x4 MII20- 3.4 MII20- 3 _` 6 _____ -_T3 -__ _ _ 9 10 11 12 13 MII20= 2 ---- / / j, q, W2 w W7-_ WO w9-�/ 10 w1w112 w13/ 1� w1�T5 wt7 vi,, �4 4.5 KIM— 2d 2322 21 20 19 18 17 16 15 14 3.8M1120 1 4,8 M1120— 5x8 M1120— 4.5 M1120- 4,5 M1120— 4x5 M1120- 4.5 M1120— 4x5M1120— 2.4 M9201 4x8 M1120— 4.8 M1120- 42-1-0 5-10-0 2g- io 10-7-5 _15-0-0 19-9-14 24-7-13 29-5-11 _34-3-10_ 39-1-8__395 28 5-10-0 0-4-10 4-4-11 4-4-11 4-9-14 4-9-14 4-9-14 4-9-14 4-9-14 0-3-10 2-7-14 Plate Offsets(X,Y):[6:0-10-4,0-3-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.1420-21 >999 240 1 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.19 19-20 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.59 Horz(TL) -0.03 15 n/a n/a BCDL 5.0 Code FBC20011ANSI95 (Matrix) Weight:5631b LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3`Except" 10-0-0 oc bracing:14-15. W6 2 X 8 SYP DSS REACTIONS (Ib/size) 24=31/0-9-4,15=141010-7-4 Max Horz24=690(load case 4) Max Uplift24=-2339(load case 4),15=-1554(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-659/980,2-3=0/2270,3-4=0/2422,4-5=0/340,6-21=-2432/0,5-6=-4821220,6-7=015203,7-8=0/4187,8-9=-364/3852,9-10=-1115/3075,10-11=-1124/3074,11-12=-999/1780, 12-13=-9/77,13-14=-2144 BOT CHORD 1-24=-798/698,23-24=-798/277,22-2 3=-4 99 710,21-22=-4997/0,20-21=-4154/0,19-20=-3827/359,18-19=-3057/1119,17-18=-3057/1119,16-17=-1770/994,15-16=-73/10, 14-15=-1/3 WEBS 2-24=0/2086,2-23=-1953/0,4-23=-1641/0,4-6=0/1979,6-23=0/3688,7-21=-3195/0,7-20=0/1232,8-20=-2014/0,8-19=01847,9-19=-1207/0,9-17=0/880,11-17=-1548/151, 11-16=-576/1222,12-16=-2120/1269,12-15=-1143/1493,13-15=-112/16 NOTES (10-11) 1)2-ply truss to be connected together with 1 Od Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2339 Ib uplift atjoint 24 and 1554 Ib uplift at joint 15. 7)Load case(s)1,2,3,4,5,6,7 has/have been modified.Building designer must review loads to verity that they are correct for the intended use of this truss. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)181 Ib down and 88 Ib up at 14-8-6 on top chord, and 4191 Ib up at 14-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-13=-100,1-14=-30 Concentrated Loads(lb) Vert:5=-181(F)21=4191(F) 2'I MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Cor:,nued on page 2 Job - ITruss Truss Type - - - Qty Ply �VILLAGE OFFICE BUILDING 0501144 'T01 SPECIAL 1 2!Job Reference(optional) 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:33 2005 Page 2 LOAD CASE(S)Standard Uniform Loads(plf) Vert:1-5=47,6-13=36,1-24=36,14-24=-6 Horz:1-5=-56,5-6=20,6-7=-44,7-13=44 Concentrated Loads(lb) Vert:5=58(F)21=1216(F) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=43,6-13=69,1-14=-6 Horz:1-5=-51,5-6=-52,6-7=-77,7-13=77 Concentrated Loads(lb) Vert:5=88(F)21=1 216(F) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=69,6-13=36,1-24=36,14-24=-6 Horz:1-5=-77,5-6=-89,6-7=-44,7-13=44 Concentrated Loads(lb) Vert:5=88(F)21=1216(F) 5)MWFRS 2nd Wind Parallel:LumberIncrease=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=36,6-13=69,1-14=-6 Horz:1-5=-44,5-6=-55,6-7=-77,7-13=77 Concentrated Loads(lb) Vert:5=88(F)21=1216(F) 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-13=40,1-14=-30 Concentrated Loads(lb) Vert:5=-181(F)21=4191(F) 7)2nd unbalanced Regular:Lumberincrease=1.25,Platelncrease=1.25 Uniform Loads(plf) Vert:1-5=-40,6-13=-100,1-14=-30 Concentrated Loads(lb) Vert:5=-181(F)21=4191(F) Job --- -- Truss _----- - Truss Type - Qty - Ply - VILLAGE OFFICE BUILDING - - --- 0501144 T02 SPECIAL 3 1 .',Job Reference(optional) 23-10-8 I 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 11287t1$3 2005 Page 1 6-2-10 10-7-5 15-0-0 20-8-0 _ 24-8-0 27-0-12 _ 33-1-2 { 39-1-8 42-1-0 6-2-10 4-4-11 4-4-11 5-8-0 4-0-0 2-4-12 6-0-6 6-0-6 2-11-8 Scale=1:74.8 2.4 M1120 11 5.00112 3x4 V1120-- �— 0.25 3.8 M1120, 4 ��5 6.12 W1120— 7 ——3x4 MI120 _—— 2x4?112011 3x4 MI120- 3x810 M1120 12120'1 4x5 13M1120- 4x5 M11203 //� ----- _ 7 T3 8 9 3x8 2MM __ 70 11 _—. _ _ __l-i —Z4 13 2 y 4 — _ _— —__ W9 W W11 W1 WW2 �1,3 W14 W15 WEB;Wi] 4.5 M1120 23_._.22 21 20 19 18 1171 _. 16_— _.._._ 5 14 3x8 M1120'1 4x8 M1120- 5.8 M1120- 2x4 M1120 1 4x5 M1120— 4x5 M1120- 2.4 M1120'1 6,8 M1120— 2x4 M 1120 11 5,8 M112G 4x8 M1120 42-1-0 5-100-00 0 4 � 10-7-5 23-10-8 15-0-0 20-8-0 -24-8-0 27-0-12f_ 33-1-2 39-1-8 39-10- { 10 4-4-11 4-4-11 5-8-0 4-0-0 2-4-12 6-0-6 6-0-6 0-3-10 - - - -7-14 LOADING(psf) SPACING 2-0-0 CSI X11 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plateslncrease 1.25 TC 0.78 Vert(LL) -0.31 19 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.50 19 >797 180 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.09 15 n/a n/a BCDL 5.0 Code FBC20011ANSI95 (Matrix) Weight:267 lb --- --- - LUMBER - --- - -- BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-8 oc purlins, except end verticals. BOT CHORD 2 X 6 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 6-23,7-21 2 Rows at 1/3 pts 11-15 REACTIONS (ib/size) 24=3008/0-9-4,15=2444/0-7-4 Max Horz24=648(load case 4) Max Uplift24=-1380(load case 4),15=-1212(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-680/939,2-3=-1585/706,3-4=-1433/718,4-5=-143/47,6-21=-321/943,5-6=-192/188,6-7=-3284/1803,7-8=-4578/2375,8-9=-4580/2372,9-10=-4537/2312,10-11=-4544/2311, 11-12=-0/25,12-13=-8/23,13-14=-36/30 BOT CHORD 1-24=-759/717,23-24=-759/325,22-23=-1719/3213,21-22=-1719/3213,20-21=-2344/4575,19-20=-2344/4575,18-19=-2291/4536,17-18=-1539/3070,16-17=-1539/3070, 15-16=-1539/3070,14-15=-11/6 WEBS 2-24=-2679/1143,2-23=-856/2455,4-23=-295/600,4-6=-1364/847,6-23=-2417/1140,7-21=-1602/699,7-20=0/291,9-19=-171/116,9-18=-549/408,11-18=-854/1665,11-16=0/168, 11-15=-3507/1758,12-15=-5301360,13-15=-10/5,8-19=-161/132 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1380 Ib uplift atjoint 24 and 1212 Ib uplift atjoint 15. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job - 'Truss TrussType Qty l Ply 'VILLAGE OFFICE BUILDING 0501144 T03 SPECIAL 29 ( 1 1 - _ - - -- - -- 6.200 s Jul 3 2005 M Tek Ind sl Reference( 23-10-8 tries,Inc. Wed Nov 16 07:52:34 2W Nee 1 6-2-10 10-7-5 15-0-0 20-8-0 _ _{ 24-8-0 26-11-0 32-10-8 39-1-8 6-2-10 4-4-11 4-4-11 5-8-0 4-0-0 2-3-0 5-11-8 6-3-0 Scale=1.69.5 2.4 M112011 s 001=2 �5 1,4 111121, �/ 0.2512 3x8 MI120= 4 � __ 16x12 MII20— 3x4 M1120- 2x4 M112W 314 MII20= 3,8 M1120 4x5 M112 11 0% __ 7 8 8 10 3x8 M1120- 3x4 MII20'�I —'a-----.... YY __-._._ _.__-- • 3 ___.—__. _—___ _ 12 R I W 11 W1 1� W14 W15 W; W / \ // 1 I 4x5 M1120= 22 21 20 19 18 17 16 15 14 13 3x8 M11201 4.8 M1120— 5x8 M1120- 2,4 M 1120 11 4x5 MI120- 4x5 MI120- 2,4 M11201' 6x8 M1120- 5x8 M1120= 4.8 M1120- 23-10-8 23-10-8 5-10-0-- 6- 10 10-7-5 15-0-0 20-8-0 24-8-0 26-11-0 32-10-8 39-1-8 5-10-0 0-4-10 4-4-11 4-4-11 5-8-0 4-0-0 2-3-0 5-11-8 6-3-0 Plate Offsets(X Y) [13 Edge 0-4-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.31 17 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.50 17 >792 180 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.10 13 n/a n/a BCDL 5.0 Code FBC20011ANSI95 (Matrix) Weight:246lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-21,7-19 2 Rows at 1/3 pts 11-13 REACTIONS (Ib/size) 13=2053/0-3-10,22=3015/0-9-4 Max Horz 22=651(load case 4) Max Uplift13=-1023(load case 3),22=-1381(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-680/939,2-3=-1592/709,3-4=-1440/721,4-5=-142147,6-19=-323/950,5-6=-1921188,6-7=-3298/1809,7-8=-4608/2387,8-9=-4610/2384,9-10=-4591/2336,10-11=-4598/2335, 11-12=-137/78,12-13=-294/199 BOT CHORD 1-22=-759!717,21-22=-759/322,20-21=-1730/3228,19-20=-1730/3228,18-19=-2361/4605,17-18=-2361/4605,16-17=-2320/4590,15-16=-1605/3208,14-15=-1605/3208, 13-14=-1605/3208 WEBS 2-22=-2686/1144,2-21=-859/2462,4-21=-297/604,4-6=-1371/849,6-21=-2427/1145,7-19=-1621/707,7-18=0/299,9-17=-164/97,9-16=-504/383,11-16=-815/1574,11-14=0/181, 11-13=-3487/1736,8-17=-149/126 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1023 Ib uplift at joint 13 and 1381 Ib uplift at joint 22. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job ',.Truss _ - - Truss Type City - Ply VILLAGE OFFICE BUILDING 0501144 TO5 SPECIAL 1 2 Job Reference(optional) 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:35?dO61goes 1 _6-2-10 10-7-5 15-0-0 19-9-3 24-6-6 29-3-10 34-0-13 39-1-8__ 6-2-10 4-4-11 4-4-11 4-9-3 4-9-3 4-9-3 4-9-3 5-0-11 S—=1 5 3.4 M1120 i1 5.00 12 5 3.M1120, ''I 0.25'12 3.8 M11201 4 Sr/W5 - / 6x12M1120— 34M1120= 34M1120- 3x4 M1120-3x8M1120- 3xaMII20� �i 7 3x4M1120— / - _—_..— 8 ____ 9 10 d - _ 6 - x5 M1120 3 / __— —_-- -- —11 T0.__._ --_12 N w4%/ W7i% W W9 / 10 W / W13� ib wtx5/j W16 4.5 MII20 p� 22 21 0 19 18 17 16 15 14 13 3x8 M11201i 4x8 M1120— 5.8 M1120_ 4.5 M1120— 4.5 M1120— dx5 M1120— 4.5 M1120- 2,4 M1120 1 418 W120- 4,8 M1120- 23-10-8 23-10-8 5-10-0__-_6-? 10 10-7-5 15-0-0 19-9-3 __ 24-6-6 29-3-10_ 34-0-13 39-1-8 1 1 5-10-0 0-4-10 4-4-11 4-4-11 4-9-3 4-9-3 4-9-3 4-9-3 5-0-11 Plate Offsets(X,Y):[6:0-9-4,0-3-01 _ - -- LOADING(psf) 1I, SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.14 18-19 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.19 17-18 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.56 Horz(TL) -0.03 13 n/a n/a BCDL 5.0 1. Code FBC2001/ANSI95 (Matrix) Weight:522 lb LUMBER - - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3*Except* 10-0-0 oc bracing:13-14. W6 2 X 8 SYP DSS REACTIONS (Ib/size) 13=1015/0-3-10,22=42/0-9-4 Max Horz 22=671(load case 4) Max Upliftl 3=-1 365(load case 3),22=-2341(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-658/981,2-3=0/2261,3-4=0/2413,4-5=0134 4,6-19=-2587/0,5-6=-484/215,6-7=0/4964,7-8=014175,8-9=-391/3862,9-10=-1178/3111,10-11=-1185/3110,11-12=-1127/1862, 12-13=-923/1347 BOT CHORD 1-22=-798/698,21-22=-798/278,20-21=-4770/0,19-20=-4770/0,18-19=-4146/0,17-18=-3841/386,16-17=-3098/1180,15-16=-3098/1180,14-15=-1857/1122,13-14=-61/75 WEBS 2-22=012086,2-21=-1955/0,4-21=-1557/0,4-6=0/1951,6-21=0/3469,7-19=-29951111,7-18=0/1260,B-18=-2030/0,8-17=0/860,9-17=-1229/0,9-15=0/862,11-15=-1498/70, 11-14=-541/1207,12-14=-2129/1240 . NOTES (10-11) 1)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=31 ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1365 Ib uplift at joint 13 and 2341 Ib uplift at joint 22. 7)Load easels)1,2,3,4,5,6,7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Design assumes 4x2(Flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)181 Ib down and 88 Ib up at 14-8-6 on top chord, and 4191 Ib up at 14-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-12=-100,1-13=-30 Concentrated Loads(lb) Vert:S=-181(F)19=4191(F) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Conlin ad on page 2 Job _ - iTruss Truss Type - - Qty Ply VILLAGE OFFICE BUILDING 0501144 .TOS SPECIAL 1 2.Job Reference(optional) 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:35 2005 Page ' LOAD CASE(S)Standard Uniform Loads(plf) Vert:1-5=47,6-12=36,1-22=36,13-22=-6 Horz:1-5=-56,5-6=20,7-12=44 Drag:6-7=1 Concentrated Loads(lb) Vert:5=58(F)19=1216(F) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=43,6-12=69,1-13=-6 Horz:1-5=-51,5-6=-52,7-12=77 Drag:6-7=1 Concentrated Loads(lb) Vert:5=88(F)19=1216(F) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=69,6-12=36,1-22=36,13-22=-6 Horz:1-5=-77,5-6=-89,7-12=44 Drag:6-7=1 Concentrated Loads(lb) Vert:5=88(F)19=1216(F) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=36,6-12=69,1-13=-6 Horz:1-5=-44,5-6=-55,7-12=77 Drag:6-7=1 Concentrated Loads(lb) Vert:5=88(F)19=1216(F) 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-12=-40,1-13=-30 Concentrated Loads(lb) Vert:5=-181(F)19=4191(F) 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-40,6-12=-100,1-13=-30 Concentrated Loads(lb) Vert:5=-181(F)19=4191(F) Job - - Truss--- - - -- -Truss Type 1 City I Ply I VILLAGE OFFICE BUILDING----- - -- - - - 10501144 -- I,T06 (SPECIAL 1 Job Reference 23-10-8 6.200 s Jul 13 2005 M Tek Industries,Inc.Wed Nov 16 07:52:35 2WOeae 1 6-2-10 _10-7-5 15-0-0 20-0-8_ 25-1-0_ __30-1-8 _ 35-5-8 6-2-10 4-4-11 4-4-11 5-0-8 5-0-8 5-0-8 5-4-0 Scale=162.9 314 M11201 1 5.0092 55 3x4 M1111- 4 I?', 0 2512 3x8 M1120 3x4 MII20� �� \. WS .'I{( W6 3 9 MII2(1= 2Wi\ W2 W \W46 612 Win— --- 3W8 \. 81b�. 1 — �41120N --1=.. -=2x�M112A 1 _ MII20-- 3x4 MII20= 3x4 / /�- \ \W7 \W9 1 IF \`";3 k to 4x5 MI120 20 19 18 17 16 15 14 13 12 3z6 M11201 4.8 M1120- 3x4 M11201, 4.5 M1120- 4,6 M1120— 4x6 M1120— 415 M1120— 4.5 M1120- 4x8 M1120 23-10-8 23-10-8 5-10-0 6-2-10 10-7-5 15-0-0 { 20-0-8 25-1-0 30-1-8 35-5-8 5-10-0 0-4-10 4-4-11 4-4-11 5-0-8 5-0-8 5-0-8 - 5-4-0 Plate Offsets(X Y):[6:0-3-0,0-3-01 — — 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) 0.17 16-17 >999 240 M1120 249/190 TCDL 20.0 Lumberincrease 1.25 BC 0.16 Vert(TL) 0.19 16 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.77 Horz(TL) -0.04 12 We n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:464 lb LUMBER BRACING TOP CHORD 2 X 4 SVP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3*Except* W6 2 X 8 SYP DSS REACTIONS (Ib/size) 12=636/0-3-10,20=-55/0-9-4 Max Horz20=789(load case 4) Max Upiiftl2=-1303(load case 3),20=-2225(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-6631977,2-3=0/2265,3-4=0/2417,4-5=0/350,6-17=-3840/0,5-6=-482/235,6-7=0/4460,7-8=0/3448,8-9=-600/1973,9-10=-591/1974,10-11=-81/60,11-12=-242/172 BOT CHORD 1-20=-795/702,19-20=-795/260,18-19=-6192/0,17-18=-6192/0,16-17=-6554/0,15-16=-4488/0,14-15=-3468/0,13-14=-3468/0,12-13=-1985/595 WEBS 2-20=0/1980,2-19=-1772/0,4-19=-1977/0,4-6=0/2067,6-19=0/4822,6-16=0/3711,7-16=-1597/0,7-15=0/2262,8-15=-939/0.8-13=0/1711,10-13=-789/0,10-12=-601/2222 NOTES (11-12) 1)2-ply truss to be connected together with 1 Od Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,.except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1303 lb uplift at joint 12 and 2225 Ib uplift at joint 20. 7)Load case(s)1,2,3,4,5,6,7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Uplift for first LC exceeds limits 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)181 Ib down and 88 Ib up at 14-8-6 on top chord,and 4191 Ib up at 14-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 12)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCS]1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-11=-100,1-12=-30 Concentrated Loads(ib) Vert:5=-181(F)17=4191(F) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=47,6-11=36,1-20=36,12-20=-6 Horz:1-5=-56,5-6=20,6-11=-44 Continl.ed on page 2 I Job 0501144 Trus Suss Tye Qty Ply - VILLAGE OFFICE BUILDING _.. 2 Job Reference(optional) - --- ----- - - 6.200 s Jul 13Wed Nov 16 07:52:35 2005 Pa 2005 MiTek Industries,Inc. 9e 2 LOAD CASE(S)Standard Concentrated Loads(lb) Vert:5=58(F)17=1216(F) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=43,6-11=69,1-12=-6 Horz:1-5=-51,5-6=-52,6-11=-77 Concentrated Loads(lb) Vert:5=88(F)17=1216(F) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=69,6-11=36,1-20=36,12-20=-6 Hoe:1-5=-77,5-6=-89,6-11=-44 - Concentrated Loads(Ib) Vert:5=88(F)17=1216(F) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=36,6-11=69,1-12=-6 Horz:1-5=-44,5-6=-55,6-11=-77 Concentrated Loads(lb) Vert:5=88(F)17=1 216(F) 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-11=-40,1-12=-30 Concentrated Loads(lb) Vert:5=-181(F)17=4191(F) 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-40,6-11=-100,1-12=-30 Concentrated Loads(lb) Vert:5=-181(F)17=4191(F) Job _--- - Truss -- _- - - Truss Type - - - qty Ply - -VILLAGE OFFICE BUILDING - 0501144 I�IT07 SPECIAL 27 1 --- ---- ----- - --- .'_Job Reference(optional) 1 23-10-8 -- - 6.200 s Jul 13 2005 M Tek Industries,Inc. Wed Nov 16 07:52:36 2551®e$e 1 6-4-0 _ 10-8-0 - 15-0-0 _ 18-11-0 _ 22-11-0__ 28-5-5 _ _- _ 35-5-8 6-4-0 4-4-0 4-4-0 3-11-0 4-0-0 5-6-5 7-0-3 Srak=162 8 2x4 Win 11 500112 5 3.4 M1120 3.8 0.2512 4x5 MII20� \ W5 6x12 MII20- 3 \\ W 2x4 M112011 2x4 M11201 3.8 M1120- 3.8 M1120 4.5 M1120 \ 9 1p 11 7 8 31�I Wa \��I --._. _ _- Irl _. _-_.--T4 2 1 1 W2 ' �VJ7 8 W1 L�1� \' w12 w1 jo \ 4x5 M1120= - F ) 20 19 18 17 16 15 14 13 12 3x8 M11201 4x8 M1120- 2x4 M82011 4x5 M1120- 4,5 M1120- 2x4 M112011 Bx8M1120- 6x8 M1120- 4x8 MI120- 23-10-8 23-10-8 - 6-0-0 6,,4{O 10-8-0 15-0-0 18-11-0 22-11-0 - _ 28-5-5 + 35-5-8 6-0-0 0-4-0 4-4-0 4-4-0 3-11-0 4-0-0 5-6-5 7-0-3 Plate Offsets(X Y):[11:Edge 0-3-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.28 16 >999 240 MI120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.43 15-16 >810 180 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 I Code FBC2001/ANSI95 (Matrix) Weight:2161b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-3 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 2 X 4 SYP No.3*Except` WEBS 1 Row at midpt 6-19 W13 2 X 4 SYP No.2D 2 Rows at 1/3 pts 9-12 REACTIONS (Ib/size) 12=1794/0-3-10,20=2797/0-8-0 Max Horz 20=761(load case 4) Max Upliftl2=-914(load case 3),20=-1319(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-695/961,2-3=-1287/555,3-4=-1137/567,4-5=-174/32,6-17=-52/157,5-6=-184/192,6-7=-4310/2278,7-8=-4311/2284,8-9=-4312/2292,9-10=-189/99,10-11=-182/100, 11-12=-342/234 BOT CHORD 1-20=-778/733,19-20=-778/322,18-19=-1988/3471;17-18=-1988/3471,16-17=-2048/3544,15-16=-2307/4306,14-15=-1650/3216,13-14=-1650/3216,12-13=-1650/3216 WEBS 2-20=-2466/1075,2-19=-707/2178,4-19=-364/665,4-6=-1134/747,6-19=-2824/1387,6-16=-339/1037,8-15=-454/326,9-15=-751/1245,9-13=0/169,9-12=-3307/1684, 7-16=-435/284 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 914 Ib uplift at joint 12 and 1319 Ib uplift at joint 20. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,A.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1 - Job - Truss Truss Type - Qty Ply VILLAGE OFFICE BUILDING 0501144 T08 - - SPECIAL 1 6.204 Job Reference(optional) 23-10-8 _ -.. ------ `---- - - "116405 MiTek Industries,Inc. Wed Nov 16 07:52:36 2005 Page 1 214 M1120 3-0-0 2 i 1 4x5 M1120— _.. -. 3-0-0 Style=1'.14.1 T1 i W Awe W, 23-10-8 5 3 23-10-8 2x4 M11201 3-0-0 4.5 M1120- 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.09 Vert(LL) 0.01 3-4 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.02 3-4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:26 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=483/Mechanical,3=777/Mechanical Max Uplift4=-266(load case 2),3=-438(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-135/94,1-2=010,2-3=-135/94 BOT CHORD 4-5=-010,3-5=-0/O WEBS 1-3=0/0 NOTES (6-8) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 266 Ib uplift at joint 4 and 438 Ib uplift at joint 3. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)908 Ib down and 533 Ib up at 1-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-100,3-4=-30 Concentrated Loads(lb) Vert:5=-908(B) Job Truss-- Truss Type Qty - Ply VILLAGE OFFICE BUILDING- ',, 0501144 T09 SPECIAL 1 1 - - - -- - -- - Job Reference(optional) 23-10-8 6.200 2gu4l�-8005 MiTek Industries,Inca Wed Nov 16 07:52:37 2005 Page 1 3-0-0 2.4 M11201 i -415 KIM— -..1 --—3-0-0 . scale T, II\ \ W1 -w2 w, 9 I I I 23-10-8 3 23-10-8 2.4 M112011 3-0-0 4x5 M1120- - 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plates increase 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC20011ANSI95 (Matrix) 1 Weight:26 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=176/Mechanical,3=176/Mechanical Max Uplift4=-85(load case 2),3=-85(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-135/94,1-2=0/0,2-3=-135194 BOT CHORD 3-4=0/0 WEBS 1-3=-0/O NOTES (4-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 Ib uplift at joint 4 and 85 Ib uplift at joint 3. 4)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCS]1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 6)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard - Job - Truss --!Truss Type city Ply - !VILLAGE OFFICE BUILDING 1 0501144 'T10 1SPECIAL 2 1 I I Job Reference(optional) 23-10-8 , - --- - --- - --- - -- _- _ - 6.200-s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:38 2351 Page 6-4-0_ 10-2-9 15-0-0 18-11-0 23-5-4 - 125-1-0{_ -_30-1-8 35-5-8 — 6-4-0 3-10-9 4-9-7 3-11-0 4-6-4 1-7-12 5-0-8 5-4-0 Sg1e=1'629 314 M11201 500,12 _5 3.M1120' 0.25.12 311 MII20 4 4112 M1120= 3x8 M1120= 3x4 M1120 4x5 MII20�- ' �. W5 '{V 4x8 M1120-2x4 M112011 12 2 \ \ \ _--2x41M}11201-_.- _ _ 9 10 1- 11 3 2 1 �8 _ _ __. T3f _._ - _-'rr __ A 8x12 M112p 8 8 __ -..___1 F/----- W \ WJ _._ 11� i\--_. wi 4 -- 01( -_ - - 7 � {I a -__ _-_.. 4,5 M112022 - 22 21 20 19 18 17 16 23 15 14 13 3x8 M1120.1 4.12 M1120-5x8 M1120- 20 M11201'. 4,5 M1120- 2x4 WIN 1 4x8 M1120- 5,8 M1120- 2x4 M11201! 6.8 WIN- 23-10-8 23-10-8 - 6-0-0 ----6-V 10-2-9 15-0-0 ---- 18-1.1-0 _ 2-3--5-4 ---_- 2.5-1-0f— 30-1-8 ---- I -- 35-5-8-- -- 6-0-0 0-4-0 3-10-9 4-9-7 3-11-0 4-6-4 1-7-12 5-0-8 5-4-0 Plate Offsets(X Y) [13 Edge 0.4-8) -_ LOADING(psf) SPACING 2-0-0T�� DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 0.65 Vert(LL) 0.33 17-18 >999 240 MI120 249/190 TCDL 20.0 Lumber Increase 1.25BC 0.57 Vert(TL) -0.52 17 >674 180BCLL 100 Rep Stress Incr NOWB 0.81 Horz(TL) 0.08 13 n/a n/a Weight:224 IbBCDL 5.0 Code FBC2001/ANSI95 (Matrix) i - - - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-13 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 2 X 4 SYP No.3`Except' WEBS 1 Row at midpt 6-21 W9 2 X 6 SYP No.2 2 Rows at 1/3 pts 10-13 REACTIONS (Ib/size) 13=2165/0-3-10,22=3025/0-8-0 Max Horz22=800(load case 4) Max Upliftl 3=-1 145(load case 3),22=-1 451(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-690/956,2-3=-1399/650,3-4=-1265/661,4-5=-187/21,6-19=-2/78,5-6=-206/218,6-7=-5455/3006,7-8=-5459/3013, 8-9=-5185/2808,9.10=-5189/2814,10-11=-103/51,11-12=-97/52,12-13=-245/167 BOT CHORD 1-22=-775/730,21-22=-775/281,20-21=-2438/4154,19-20=-2438/4154,18-19=-2498/4222,17-18=-3035/5452,16-17=-3035/5452, 16-23=-1736/3241,15-23=-1736/3241,14-15=-1736/3241,13-14=-1736/3241 WEBS 2-22=-2683/1188,2-21=-840/2379,4-21=-387/678,4-6=-1204/832,6-21=-3405/1718,6-18=-675/1598,7-18=-522/344,9-16=-376/239, 10-16=-1269/2262,10-14=-7/234,10-13=-3635/1944,8-17=-207/225,8-16=-492/382 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31 ft;TCDL=4.2psf,BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1145 Ib uplift at joint 13 and 1451 Ib uplift at joint 22. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)453 Ib down and 272 lb up at 23-5-4,and 146 Ib down and 91 Ib up at 27-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-12=-100,1-13=-30 Concentrated Loads(lb) Vert:17=-453(B)23=-146(8) Job 0501144 Truss --- -- - /Truss Type - Qty Ply - --VILLAGE OFFICE BUILDING -- - -- _ T11 _ _... SPECIAL 1 1 Job Reference(optional) 1 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc.-Wed Nov 16 07:52:39 2000 6-4-0 10-8-0 - 15-0-0 17-8-5- 18-11-0 -- 23-4-8 6-4-0 4-4-0 4-4-0 2-8-5 1-2-11 4-5-8 Scale=1 409 2.4 M112011 5 5.00112 /4 i 3.4 M1120, 4�-- 3.4 MII20� 1 � WS '� 0.25!12_2 3x4 M1120 3 / \\ 2x4 MI12011 6.12 M1120_ 3x4 M1120-- 4xSMII20 8 B '.I 4Y4// ] 8 10 W11':i / B, - 4 621 o 4x5 M1120= �v1 15 a 13 12 11 ,a 3.8 M112013x8 M1120- 4,8 M1120- 2.4 M112011 WM1120-6x8 M1120- 5.5M1120 1 23-10-8 23-10-8 6-0-0 674-0 10-8-0 15-0-0 + _ 17-8-5 18-11-0 23-4-8 6-0-0 0-410 4-4-0 4-4-0 2-8-5 - 1-2-11 4-5-8 Plate Offsets(X Y):[11:0-3-8 0-3-01 [12:0-3 8 0-3-01 _ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.17 11-12 >999 240 M1120 249/190 TCDL 20.0 Lumber increase 1.25 BC 0.51 Vert(TL) -0.25 11-12 >814 180 BCDL 5.0 Code FBC2001/ANS195 (Matrix) Horz(TL) -0.01 10 n/a Na BCLL 10.0 - - Re Stress Incr- YES WB 0.43 Weight:151 Ib LUMBER BRACING T0P CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-11-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3*Except* W11 2 X 6 SYP No.2 REACTIONS (Ib/size) 10=938/Mechanical,16=2071/0-8-0 Max Horz 16=750(load case 4) Max Uplift10=-527(load case 3),16=-1096(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-695/962,2-3=-510/149,3-4=-360/161,4-5=-172/36,6-13=-13/150,5-6=-185/192,6-7=-1156/690,7-8=-571/326,8-9=-564/325,9-10=-388/251 BOT CHORD 1-16=-779/734,15-16=-779/334,14-15=-779/1212,13-14=-779/1212,12-13=-807/1239,11-12=-702/1154,10-11=-331/564 WEBS 2-16=-1740/850,2-15=-444/1348,4-15=-215/169,4-6=-369/344,6-15=-990/419,6-12=-153/215,7-12=-641/1034,7-11=-1619/1018,8-11=-124/196 NOTES (6-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 527 Ib uplift at joint 10 and 1096 Ib uplift at joint 16. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard -- - --- _ -- -- ---- _.. -_--- -- Ot Ply - VILLAGE OFFICE BUILDING Job - I Truss ITrussType _. -.... _. y 0501144 T122 1- SPECIAL ---- -- -- - 1 Job Reference(optional) 23-10-8 , 6.200 s Jul 13 2005 M]Tek Industries,Inc. Wed Nov 16 07:52:392�aS1�a�e 1 6-4-0 _- 10-8-0 15-0-0 - 18-4-0 - __21-8-0 - 25-3-8 6-4-0 4-4-0 4-4-0 3-4-0 3-4-0 3-7-8 Scale=144.5 2,4 M11201. 5 5.00112 1 3.4 M11201 4 3.4 M11201 j - �\ W5 0.2512 \, 214 M112011 44 M1120= ' 3.4 M1120- 3 2.4 M1120: e g \� 4.12 M1120- T 2 _-_ _-.-._ _ _ ---. --__ - 3I ---- e / W4 W'! �� W9 W W2 1 T / I � m 1 B1 4x5 M1120= 15 14 13 12 11 10 3x8 M11201 3.8 M1120- 08 M1120- 3x4 M11201, 3.4 M1120- 6.8 M1120- 3,8 M1120'I 23-10-8 23-10-8 - -- 6-0-0 4-0 _ - 10-8-0 _ _1.5-0-0 -{ 18-4-0 --- { _ 21-8-0_-- 25-3-8_ 6-0-0 0-4-0 4-4-0 4-4-0 3-4-0 3-4-0 3-7-8 Plate Offsets(X Y)' [11'0 3 8 0 3-0) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.21 12-13 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.31 12-13 >738 180 BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.01 10 We n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:159 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-13 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 10=1084/Mechanical,16=2185/0-8-0 Max Horz 16=752(load case 4) Max Uplift10=-590(load case 3),16=-11 36(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-693/959,2-3=-623/210,3-4=-473/223,4-5=-179/48,6-13=-184/480,5-6=-188/193,6-7=-1183/658,7-8=-1179/663,8-9=-1184/672,9-10=-1566/896 BOT CHORD 1-16=-777/732,15-16=-777/331,14-15=-1018/1637,13-14=-1018/1637,12-13=-1090/1735,11-12=-671/1178,10-11=-22/15 WEBS 2-16=-1840/885,2-15=-485/1465,4-15=-161/186,4-6=-495/415,6-15=-1370/631,6-12=-677/515,7-12=-272/205,8-11=-607/397,9-11=-1177/2060 NOTES (6-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 590 Ib uplift at joint 10 and 1136 Ib uplift at joint 16. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCS]1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to 2x ledger.Ledger to be designed and supplied by others. LOAD CASE(S)Standard Job - Truss--- Truss Type Qty !Ply - VILLAGE OFFICE BUILDING _0501144 - IT13 - (SPECIAL 1 ', -- - 23-10-8 ff - - 6.200I�'Job Reference(optional).. Jul 13 2005 MiTek Industries,Inc. Wed Nov 18 07:52:40 2U510a$e-1 6-4-0 1 10-8-0 15-0-0 18-4-0 21-8-0 25-3-8 I 6-4-0 4-4-0 4-4-0 3-4-0 3-4-0 3-7-8 Scale=1445 3x4 M11201 5 5.00 F12 314 M1120:%/ 4 X 314 M1120 W5 0.25 12 3.4 M1120, 3 IX\\ W6 �\ _ 6 3x4 MII20- 3x4 MII20- 2,49W20 4x12 MII20 w S � ] 6 n1 W2 3.M1120 - 15 14 13 12 11 10 3.8 M11201 4x8 M1120— 418 KIM- 2x4 M112011 3x4 M1120— 3x4 M1120— 4.5 M1120- 23-10-8 23-10-8 6-0-0 6-4,0 10-8-0 _ i 15-0-0 18-4-0 21-8-0 25-3-8 6-0-0 0-4-0 4-4-0 4-4-0 3-4-0 3-4-0 3-7-8 Plate Offsets(X Y):[&0-3-0,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.08 13 >999 240 MII20 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.11 13 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.02 10 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) 1' Weight:3481b LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc pur ins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3"Except* W6 2 X 8 SYP DSS REACTIONS (Ib/size) 10=-699/Mechanical,16=-42/0-8-0 Max Horz 16=780(load case 4) Max Uplift10=-1179(load case 3),16=-1852(load case 4) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-683/991,2-3=0/1970,3-4=0/2120,4-5=-46/307,6-13=-3849/0,5-6=-466/252,6-7=0/3407,7-8=0/1522,8-9=-15/37,9-10=-151/120 BOT CHORD 1-16=-806/722,15-16=-806/286,14-15=-806/286,13-14=-5380/0,12-13=-5695/0,11-12=-3406/0,10-11=-1520/0 WEBS 2-16=0/1603,2-14=-1549/0,4-14=-1791/0,4-6=0/1823,6-14=0/4193,6-12=0/3002,7-12=-1781/0,7-11=0/2450,8-11=-1425/0,8-10=0/1945 NOTES (11-13) 1)2-ply truss to be connected together with 10d Common(,148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1179 Ib uplift atjoint 10 and 1852 Ib uplift at joint 16. 7)Load case(s)1,2,3,4,5,6,7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Uplift for first LC exceeds limits 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)181 Ib down and 88 Ib up at 14-8-6 on top chord,and 4191 Ib up at 14-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 12)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 13)Use SIM PSON HGUS48 to attach truss to 2x ledger.Ledger to be designed and supplied by others. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-9=-100,1-10=-30 Concentrated Loads(lb) Vert:5=-181(F)13=4191(F) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 Job - Truss - Truss Type Qty Ply - VILLAGE OFFICE BUILDING 0501144 IT13 (SPECIAL --- --- -- -- -_- ---- - -- -- 6.200 Jul Reference13 2005 M Tek Ind sltries,Inc. Wed Nov 16 07:52:40 2005 Page 2 LOAD CASE(S)Standard Uniform Loads(plf) - Vert:1-5=47,6-9=36,1-16=36,10-16=-6 Horz:1-5=-56,5-6=20,6-9=-44 Concentrated Loads(lb) Vert:5=58(F)13=1216(F) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=43,6-9=69,1-10=-6 Horz:1-5=-51,5-6=-52,6-9=-77 Concentrated Loads(lb) Vert:5=88(F)13=1216(F) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=69,6-9=36,1-16=36,10-16=-6 Horz:1-5=-77,5-6=-89,6-9=-44 Concentrated Loads(lb) Vert:5=88(F)13=1216(F) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=36,6-9=69,1-10=-6 Horz:1-5=-44,5-6=-55,6-9=-77 Concentrated Loads(lb) Vert:5=88(F)13=1216(F) 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-9=-40,1-10=-30 Concentrated Loads(lb) Vert:5=-181(F)13=4191(F) 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-40,6-9=-100,1-10=-30 Concentrated Loads(lb) Vert:5=-181(F)13=4191(F) Job -- - -Truss - -- -- - Truss Type -- - - Oty Ply -- ',,VILLAGE OFFICE 13UILDING 10501144 .715 MONO TRUSS 8 11 ;Job Reference(optional) 2N 23&(;Ns Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:41 2005 Page 1 6-4-0 _ 8-10-15 6-4-0 - 2-6-15 - 3x8 M11201'. Scale=1 19 4 3 4x5 M1120, I 2 / ' 5.00112 / l/ W3 Wt d B' 3x4 M1120� /\ 23_1-0:. 4Z , -8 3x8 M112011 7,8 M1120- 6-0-0 6-4-0 8-10-15 6-0-0 0-4-0 2-6-15 Plate Offsets(X Y):[4:Edge 0-5-01 -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 1 Plates 1.25 TC 0.70 Vert(LL) 0.00 4-5 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 SC 1 0.28 Vert(TL) 0.00 4-5 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.73 Horz(TL) -0.04 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) i Weight:55 lb LUMBER BRACING TOP CHORD 2 X 6 SYP._ _. ...-- -_----- _.�__. No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 3=-60/Mechanical,4=-1698/Mechanical,5=3242/0-8-0 Max Horz5=272(load case 4) Max Uplift3=-60(load case 1),4=-1698(load case 1),5=-1941(load case 4) Max Grav3=40(load case 4),4=929(load case 4),5=3242(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1101/1857,2-3=-117/14,3-4=0/0 BOT CHORD 1-5=-1582/1085,4-5=-1582/813 WEBS 2-5=-2962/1719,2-4=-1166/2268 NOTES (7-9) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 Ib uplift at joint 3,1698 Ib uplift at joint 4 and 1941 Ib uplift at joint 5. 3)Uplift for first LC exceeds limits 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)387 Ib down and 188 Ib up at 0-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 9)FASTEN JACK VERTICAL TO CORNER JACK VERTICAL WITH(6)SIMPSON SDS 1/4 X 6 WOOD SCREWS. SCREW SPACING TO BE 6"O.C. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-100,1-4=-30 Concentrated Loads(lb) Vert:1=-387(F) Job Truss .Truss Type 1!Qty Ply VILLAGE OFFICE BUILDING 10501144 T16 MONO TRUSS 8 1 Job Reference(optional) f�a-t0 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed ov 1 79 52:41 2005 Page 1 6-4-0 10-10-15 6-4-0 4-6-15 as n"nzo sc�lc .z.d a i Sen Nuzos i � � 1 50012 z / a b V1120 fi 28-4M 23-113-8 Zea V112 3x4 NI¢0 6-0-0 6-4-0 10-10-15 6-0-0 0-4-0 4-6-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.03 4-5 >999 240 '., M1120 249/190 TCDL 20.0 Lumber Increase 1.25 1'�. BC 0.31 Vert(TL) -0.03 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES i WB 0.29 Horz(TL) -0.02 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight 51 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 3=143/Mechanical,4=-443/Mechanical,5=1700/0-8-0 Max Horz5=350(load case 4) Max Uplift3=-118(load case 4),4=-443(load case 1),5=-1104(load case 4) Max Grav3=143(load case 1),4=276(load case 4),5=1700(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-696/975,2-3=-119/34,3-4=0/0 BOT CHORD 1-5=-772/722,4-5=-772/372 WEBS 2-5=-1446/924,2-4=-427/906 NOTES (4-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 Ib uplift at joint 3,443 Ib uplift at joint 4 and 1104 Ib uplift at joint 5. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 6)Use SIMPSON LS30 at joint#4 to attach jack truss to girder. LOAD CASE(S)Standard Job ---- Truss -- - Truss Type--- - - Y Qt- Ply !VILLAGEOFFICEBUILDING - 0501144 T17 MONO TRUSS8 1 -- + -- -- - - - - 23-10-8 - Job Reference(optional) 6.200s - 9p9�7,g Jul 13,2005 MiTek Industries,Inc. Wed NoPT6'04:41 2005 Page 1 6-4-0 _ 12-10-15 6-4-0 6-6-15 4x5M1120.I Scale=1.262 3 j 5.00,12 i -/ 3x4 M1120 i W3 2 -T W1 W2 si 3,4 M1120- 23- 219-2M 2x4 112011 3x4 M1120- F 6-0-0 _ 6-4-0 _ _ 12-10-15 —6-0-0 0-4-0 6-6-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.07 4-5 >999 240 M1120 249/190 TCDL 20.0 Lumber increase 1.25 BC 0.30 Vert(TL) -0.07 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.02 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:61 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 3=259/Mechanical,4=-246/Mechanical,5=1647/0-8-0 Max Horz5=415(load case 4) Max Uplift3=-215(load case 4),4=-246(load case 1),5=-1025(load case 4) Max Grav3=259(load case 1),4=168(load case 4),5=1647(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-687/945,2-3=-188/59,3-4=0/0 BOT CHORD 1-5=-7391710,4-5=-739/296 WEBS 2-5=-1391/887,2-4=-341/847 NOTES (4-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 Ib uplift at joint 3,246 Ib uplift at joint 4 and 1025 lb uplift at joint 5. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 6)Use SIMPSON LS30 at joint#3,#4 to attach jack truss to girder. LOAD CASE(S)Standard Job - - Truss - ITruss Type - IQty Ply VILLAGE OFFICE BUILDING 0501144 T18 1 MONO TRUSS 45- 6.2001s Jul 13 2005 Industries,Inc. Wed Nov 1 2005-Page 1 1 f Job Reference ce({ooptional) 23-10-8 6-4-0 - 10-6-4 15-0-0 6-4-0 4-2-4 4-5-12 S-=129e 4.5 M1120 5 5.00112 30 MII201 3.4 M1120-- 4 / 3 / \ 2.4 M11201 / \\ 2 / W3 W181 / \ a'- 4x5 MI120- 2B34AB 23 4x M1120- 4,5 M1120- 6-0-0- - - 61-4-P-- ____ 15-0-0 6-0-0 0-4-0 8-8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.09 6-7 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.12 6-7 >885 180 WB 0.70 Horz TL BCLL 10.0 i Rep Stress Incr YES ( ) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:761b LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=200/Mechanical,6=48/Mechanical,7=1683/0-8-0 Max Horz7=482(load case 4) Max Uplift5=-165(load case 4),6=-85(load case 3),7=-1007(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-7291960,2-3=-508/740,3-4=-496/885,4-5=-120/47,5-6=0/0 BOT CHORD 1-7=-7611753,6-7=-111/0 WEBS 2-7=-611/517,4-7=-1063/498,4-6=0/156 NOTES (4-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 Ib uplift at joint 5,85 Ib uplift at joint 6 and 1007 Ib uplift at joint 7. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,A.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 6)Use SIMPSON LS30 at joint#5 to attach jack truss to girder. LOAD CASE(S)Standard Job Truss .Truss Type 'City 'Ply VILLAGE OFFICE BUILDING 0501144 T19 MONO TRUSS 3 1 Job Reference(optional) 23-1(�p 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 RA2:42 2005 Page 1 6-4-0 11-2-8 6-4-0 4-10-8 2.4 v1120 S<nle 1 23 3 3 _ 3r.4 N1120= 50012 _ i TI W1 \ \W2 3.4 N1120 g 23 10-8 23-10-8 lx4-20'. 3x4-20- 6-4-0 6-8-0 11-2-8 6-4-0 0-4-0 4-6-8 LOADING(l SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.04 4-5 >999 240 MI120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.04 4-5 >999 180 BCLL 10.0 Rep Stress Incr YESWB 0.29 Horz(TL) -0.01 5 We n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:531b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SVP No.3 REACTIONS (Ib/size) 4=-244/Mechanical,5=1682/0-8-0 Max Horz4=360(load case 4) Max Uplift4=-244(load case 1),5=-1085(load case 4) Max Grav4=129(load case 2),5=1682(load case 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-695/972,2-3=-129/53,3-4=-162/134 BOT CHORD 1-5=-769/721,4-5=-769/721 WEBS 2-5=-1429/912,2-4=-411/895 NOTES (3-5) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft,TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 Ib uplift at joint 4 and 1085 Ib uplift at joint 5. 3)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 4)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 5)Use SIMPSON HUS26 to attach truss to 2x ledger.Ledger to be designed and supplied by others. LOAD CASE(S)Standard Project Name: VILLAGE OFFICE BUILDING Lot: Subdivision: County: Duval Building Code: FBC2004 Computer Program Used: MiTek 6.2 General Truss Design Loads Roof Gravity:42 psf Total Load(Cd=1.25) Floor Gravity:55 psf Total Load(Cd=1.00) Wind: 120 mph from ASCE 7-02 Individual Truss Drawings Show Special Loading Conditions This package includes 18 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61 G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each drawing for any particular building is the responsibility of the .44 Building Designer,per ANSI/TPI 1-2002 Section 2. effrey P meson o.58544 Structural Engineer of Record Name and P.E.No.: 12/12/05 Structural Engineer of Record Address: Apex Technology is a fictitous name owned by Jax Apex Technology Inc., a Florida Corporation.Florida Engineer Business No.7547 4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224 904-821-5200 NO TRUSS ID# DATE 1 0501144-CJ01 12/12/05 2 0501144-TO1 12/12/05 3 0501144-TO2 12/12/05 4 0501144-TO3 12/12/05 5 0501144-TO5 12/12/05 6 0501144-TO6 12/12/05 STRUCTURES €,,7 ',7, ,3A70NAL LLC 7 0501144-T07 12/12/05 DATE RECEIVED 2 NO. COPIES 8 0501144-TO8 12/12/05 DATE RETURNED NO. COPIES 9 0501144-T09 12/12/05 10 0501144-T10 12/12/05 APPROVED DISPOSITION 11 0501144-T11 12/12/05 APPROVED AS NOTED 12 0501144-T12 12/12/05 REVISE& RESUBMIT 13 0501144-T13 12/12/05 APPROVAL DOES NOT RELIEVE FABRICATOR OF 14 0501144-T15 12/12/05 RESPONSI ILI OR ACCURACY OF 15 0501144-T16 12/12/05 DIMEN 10 S E FORMANCE DESIGN,OR 16 0501144-T17 12/12/05 y DE$IG O T ILS. 17 0501144-T18 12/12/05 / -Date 2 18 0501144-T19 12/12/05 f ? ROOF TRUSSES 0501144 PROFILE I QTY PITCH TYPE BASE REACTIONS PLY Ip OIA 4 MONO TRUSS 20-07-06 Joint 9 Joint 10 Joint 15 2 Ply 3.54 0.00 CJ01 20-07-06 180.7 tbs. -107.1 Ibs. 11378.9 Ibs. 1 SPECIAL 42-01-00 Joint 15 Joint 24 2 Ply 5.00 0.00 T01 42-01-00 1410.5 tbs. 31.4 Ibs. SPECIAL 42-01-00 Joint 15 Joint 24 3 5.00 0.00 T02 42-01-00 2443.8 tbs. 3008.1 Ibs. -1212,Q 7 SPECIAL 399-01-08-01-08 Joint 13 Joint 22 29 5.00 0.00 T03 32052.7 Ibs. 3014.6 tbs. 1 SPECIAL 39-01-08 Joint 13 Joint 22 2 Ply 5.00 0.00 T05 39-01-08 1014.8 Ibs. 42.5 Ibs. 1 SPECIAL 35-OS-08 Joint 12 Joint 20 2 Ply 5.00 0.00 T06 35-05-08 636.0 lbs. -55.4 Ibs. 1 I SPECIAL 35-05-OS Joint 12 Joint 20 27 5.00 0.00 T07 35-05-OS 1793.7 tbs. 2796.9 Ibs. 1 SPECIAL 03-00-OC Joint 3 Joint 4 1 0.00 0.00 T08 03-00-00 776.7 tbs. 483.1 Ibs. SPECIAL 03-00-00 Joint 3 Joint 4 1 0.00 0.00 T09 03-00-00 176.0 Ibs. 176.0 tbs. SPECIAL 35-05-08 Joint 13 Joint 22 2 5.00 0.00 T10 35-05-08 2164.5 tbs. 3025.2 Ibs. I SPECIAL 23-04-08 Joint 10 Joint 16 1 5.00 0.00 T11 23-04-08 937.7 tbs. 2071.2 tbs. SPECIAL 25-03-08 Joint 10 Joint 16 2 1 5.00 0.00 T12 25-03-08 1084.2 tbs. 2184.7 tbs. 1 SPECIAL 25-03-08 Joint 10 Joint 16 2 Ply 5.00 0.00 T13 25-03-08 -698.7 Ibs. -42.3 Ibs. -1178.9 tbs -1851.7 tbs MONO TRUSS 08-10-15 Joint 3 Joint 4 Joint 5 8 5.00 0.00 T15 08-10-15 39.6 tbs. 928.8 tbs. 3241.5 tbs. MONO TRUSS 10-10-15 Joint 3 Joint 4 Joint 5 8 5.00 0.00 T16 10-10-15 143.4 Ibs. 275.6 tbs. 1699.6 Ibs. I -44 tbs MONO TRUSS 12-10-15 Joint 3 Joint 4 Joint 5 8 5.00 0.00 T17 12-10-15 258.8 tbs. 168.0 tbs. 1646.8 tbs. MONO TRUSS 15-00-00 Joint 5 Joint 6 Joint 7 45 5.00 0.00 T18 15-00-00 199.7 tbs. 48.2 tbs. 1683.2 tbs. ROOF TRUSSES 0501144 . PROFILE QTY PITCH TYPE BASE ID O/A REACTIONS MONO TRUSS 11-02-08Joint 4 Joint 5 3 5.00 0.00 T19 11-02-08 129.2 lbs. 1682.0 lbs. r s v2Hao ;� tidrn t� cn o � w yHzv Gd�7 !j Z y bd x� M tJM quIm n0 00 1710 Mb cn -3 H t7 00 tyrJLzJ m 0Z -3 roL=1 �� 1 H y0 00 � � Hb � � pyp IQUO tz� d 0 % � � d =` , u oy �7 .d ;vw O � dVJ y bdM z O � `bz � � off ro „� - 0M- � H � K trJ 4� y ' �i 0 td ;u ,., t:J z tb gR `l7 ,zJH z20w CA Whtz y �J!! 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ON ,�,o � o � 0> 0 a � k _ Z -3 � � 01, r © O zb -- ab� z 1► Kmm 5W,W I a � � KM9z ODW dib vz� m o� 00 0 y G ozox gG H_ ImIt tz [rJ z I0 0 I .� my a a� � x KHF t O y � � c� [� � ��' y� MEn �� p � �� z O co rods CC► e �(1z yC�9�� e� Oy t0O xO Ori z � ti7� H 'h�„v 0-+ "G d� o � oc� w � c`�z d x � x zu -3 ► a '-3 a 0 C z g° O �� fAx0 td C) O � Ox �oO z�. 0 �z n O tid x z c oro Z � H � a zx • tmj y C/ aC/I r " t' za 0 a � xto � 1v� �b° tz oo� cn C] H 0 t:j � n � Oycn MAO r y x a � Z l7 z d o y Axa � yda4? � a � w � yy > Z xz tz � 0 ads � -k '�� U1 t�.oz � oc[ncn n a tm N 0zy � C O x rJ �J � zCO3 -3 r0 � � �8vro4 C� CrJy � O � `� d IV zea � ~ � � � �� o � w z K W7 ; d H $ t� z Otz rb a � C� cxn Aa O1-4 ox = 0z ztz yM ma L o n �w� � y r � � p� 'O O �taix 0 0 O O z d O z � �] d o� �a 0 �d O z x� z O C� O • � � to vroa C] N � Job --- _-- Truss -- - Truss-Type - -- Qty -Ply - VILLAGE OFFICE BUILDING 0501144 CJOt �MONOTRUSS q - --- - _Job Reference(optional) 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:32 1 3-7-7_ 6-2-14 '_- 8-10-5 12-8-12 14-10-11_ 17-10-14 21-2-9 - I - I 3-7-7 2-7-7 2-7-7 3-10-7 2-1-15 3-0-3 3-3-11 Scale=1:36.3 3x8 M1120 I 9 3 S4,r 5x5 MII20; 8 19 6.8 M11201 / Ti 6x8 MI120, 18 / 2.4 M1120'.I 6 = 5 i �- W1 418 M1120� �Vl2 3.8 M1120% �-i �-�c.i W9 \ 10 W7 6x12M1120\\ _/ �/ W5, \ W6 / \ 99JJ 1 \ 81� B2 4.5 M1120= - - - 17 16 20 id 13 12 21 11 22 10 7.8 KIM 7.8 M1120- 4x8 M1120- 4.12 M1120- 2,4 M11201 5.8 M1120- 8x8 M1120- 23-10-8 2MAD-15 3-7-7 6-2-14 8-3-0 8-10-5 12-8-12 14-10-11 17-10-14 21-2-9 3-7-7 2-7-7 2-0-2 0-7-5 3-10-7 2-1-15 3-0-3 3-3-11 Plate Offsets(X Y):[2,0-3-0,0-1-4],[6 0-4-0 Edge] [10 Edoe,0-5-4],[11:0-3-8 0-2-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.02 13-15 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.41 Vert(TL) 0.05 13-15 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.91 Horz(TL) -0.06 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:337 lb LUMBER BRACING TOP CHORD 2 X 6 SYP DSS TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3"Except' 5-6-2 oc bracing:15-16 W6 2 X 4 SYP No.21),W7 2 X 6 SYP No.2,W10 2 X 4 SYP No.2D 4-2-10 oc bracing:13-15. REACTIONS (Ib/size) 9=181/Mechanical,10=-4191/Mechanical,15=11379/1-2-9 Max Horz 15=468(load case 4) Max Uplift9=-126(load case 2),10=-4191(load case 1),15=-10192(load case 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2397/4625,2-3=-5577/10743,3-4=-8497/16904,4-5=-723/10517,5-6=-715/10441,6-7=-713/10496,7-18=-44/2581,8-18=-41/2728,8-19=-160/37,9-19=-32/67,9-10=0/0 BOT CHORD 1-17=-4355/2312,16-17=-4355/2312,16-20=-1 0245/54 28,15-20=-10245/5428,14-15=-16144/7808,13-14=-16144/7808,12-13=-6418/8,12-21=-6418/8,11-21=-6418/8, 11-22=-2559/0,10-22=-2559/0 WEBS 2-17=-1773/3424,2-16=-6227/3294,3-16=-2506/5278,3-15=-6998/3378,4-15=-6175/7301,4-13=-8639/7195,5-13=-170/223,7-13=-7992/1970,7-12=-939/0,7-11=-236/6636, 8-11=-5714/134,8-10=0/4815 NOTES (9-11) 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 Ib uplift at joint 9,4191 Ib uplift at joint 10 and 10192 Ib uplift at joint 15. 5)Load case(s)1,2,3,5 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Uplift for first LC exceeds limits 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)60 Ib up at 12-8-12,60 Ib up at 12-8-12,143 Ib down and 69 lb up at 15-6-11,143 Ib down and 69 Ib up at 15-6-11,and 259 Ib down and 126 Ib up at 18-4-10,and 259 Ib down and 126 Ib up at 18-4-10 on top chord,and 1698 Ib up at 12-8-12,1698 Ib up at 12-8-12,443 Ib up at 15-6-11,443 Ib up at 15-6-11,and 246 Ib up at 18-4-10,and 246 Ib up at 18-4-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 11)FASTEN CORNER JACK VERTICAL TO GIRDER TRUSS VERTICAL WITH(17)SIMPSON SDS 1/4 X 6 WOOD SCREWS. SCREW SPACING TO BE 4 1/2"O.C. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-100,10-20=-30 Cuntinw:a on page 2 --- ----- - -- - - Qty PI !VILLAGE OFFICE BUILDING Job Truss - Truss Type y ye(o Industries Inc. Wed Nov 16 07:52:32 2005 Page 2 0501144 CJo1 MONOTRUSS4 21Job Referencptiona) - - ---- --- - --- _-- -- - 6.200 s Jul 13 2005 M' LOAD CASE(S)Standard Concentrated Loads(lb) Vert:5=120(F=60,B=60)13=3396(F=1698,B=1698)18=-286(F=-143,8=-143)19=-518(F=-259,B=-259)21=886(F=443,B=443)22=492(F=246,8=246) Trapezoidal Loads(plf) Vert:1=-861(F=-415,B=-415)-to-20=-1576(F=-773,B=-773) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=69,15-20=36,10-15=-6 Horz:1-9=-77 Concentrated Loads(lb) Vert:5=120(F=60,B=60)13=3396(F=1698,6=1698)18=139(F=69,B=69)19=251(F=126,8=126)21=886(F=443,8=443)22=492(F=246,8=246) Trapezoidal Loads(plf) Vert:1=439(F=202,B=202)-to-20=786(F=375,B=375) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=43,10-20=-6 Horz:1-9=-52 Concentrated Loads(lb) Vert:5=120(F=60,B=60)13=3396(F=1698,B=1698)18=82(F=41,B=41)19=148(F=74,B=74)21=886(F=443,8=443)22=492(F=246,B=246) Trapezoidal Loads(plf) Vert:1=231(F=119,B=119}to-20=436(F=221,B=221) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=36,10-20=-6 Horz:1-9=-44 Concentrated Loads(lb) Vert:5=120(F=60,B=60)13=3396(F=1698,B=1698)18=65(F=33,B=33)19=1 18(F=59,B=59)21=886(F=443,B=443)22=492(F=246,B=246) Trapezoidal Loads(pit) Vert:1=183(F=95,B=95)-to-20=346(F=176,8=176) Job - --- Truss lTruss Type - - Qty Ply - VILLAGE OFFICE BUILDING - 0501144 - T01 - (SPECIAL 1 - - -. I Job Reference(optional) _ 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 112$79 $2 2005 Page 1- _ 6-2-10 10-7-5 15-0-0 19-9-14 24-7-13 I 29-5-11 34-3-10 39-1-8 42-1-0 { 6-2-10 4-4-11 4-4-11 4-9-14 4-9-14 4-9-14 4-9-14 4-9-14 2-11-8 style-1'.74.6 3.4 M11201' 5.00 12 5 3x4 M1120i//�1 0.25112 3x8 MII20 4 YW5 3x4 M1120- 6,12 MII20- 3.4 MI120- 3x4 M1120- 3.8 M1120- 3 9 10 11 1 3x4 M1120� j ___ _ i,Wfi -_-_- _ 7 -_-._ 8 - -- -- ---3x4.1120- 3x4.1120 _- - -T3 ___ _ _ 12 4x5 M1120= /WB 9 W9 / 1 w`T 1� � W2 II � / p �1� �� 1 W1 N/116 W j��t 4 �r _ 4x5.1120= pa 24 23 22 21 20 19 18 17 16 15 14 3x8.1120�1 4x8 M1120- 5x8 M1120- 4x5.1120- 4,5 M1120- 4x5M1120- 4x5M1120- 4x5M1120- 2x4 M11201. 4.8 M1120- 4x8.1120- 42-1-0 5-10-0 2R-__�Pfe 10-7-5 23-10-8 _ 15-0-0 19-9-14 24-7-13 29-5-11 { _ 3.4-3-10 39-1-8 _39r15-2_ 5-10-0 0-4-10 4-4-11 4-4-11 4-9-14 4-9-14 4-9-14 4-9-14 4-9-14 0-3-10 2-7-14 Plate Offsets(X Y):[6:0-10-4 0-3-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.14 20-21 >999 240 M1120 249/190 TCDL 20.0 1 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.19 19-20 >999 180 Rep Stress Incr NO WB 0.59 Horz(TL) -0.03 15 n/a n/a BCDL 5.0 BCLL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:5631b LUMBER BRACING TOP CHORD 2 X 4 SYP No'2D TOP CHORD Sheathed or 6-0-0 cc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3*Except* 10-0-0 oc bracing:14-15. W62X8SYP DSS REACTIONS (Ib/size) 24=31/0-9-4,15=1410/0-7-4 Max Horz24=690(load case 4) Max Uplift24=-2339(load case 4),15=-1554(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-659/980,2-3=0/2270,3-4=0/2422,4-5=0/340,6-21=-2432/0,5-6=-482/220,6-7=0/5203,7-8=0/4187,8-9=-364/3852,9-10=-1115/3075,10-11=-1124/3074,11-12=-999/1780, 12-13=-9/77,13-14=-2/44 BOT CHORD 1-24=-798/698,23-24=-798/277,22-23=-4997/0,21-22=-4997/0,20-21=-4154/0,19-20=-3827/359,18-19=-3057/1119,17-18=-3057/1119,16-17=-1770/994,15-16=-73/10, 14-15=-1/3 WEBS 2-24=0/2086,2-23=-1953/0,4-23=-1641/0,4-6=0/1979,6-23=0/3688,7-21=-3195/0,7-20=0/1232,8-20=-2014/0,8-19=0/847,9-19=-1207/0,9-17=0/880,11-17=-1548/151, 11-16=-576/1222,12-16=-2120/1269,12-15=-1143/1493,13-15=-112/16 NOTES (10-11) 1)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,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 cc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2339 Ib uplift at joint 24 and 1554 Ib uplift at joint 15. 7)Load case(s)1,2,3,4,5,6,7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)181 Ib down and 88 Ib up at 14-8-6 on top chord, and 4191 Ib up at 14-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCS]1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCS]1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-13=-100,1-14=-30 Concentrated Loads(lb) Vert:5=-1 81(F)21=4191(F) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Co^tinued on page 2 Job - Truss - Truss Type Qty Ply (VILLAGE OFFICEBUILDING 0501144 T01 (SPECIAL 1 2 Job Reference(optional) - _ __. . - - - --- - 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:33 2005 Page 2 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=47,6-13=36,1-24=36,14-24=-6 Horz:1-5=-56,5-6=20,6-7=-44,7-13=44 Concentrated Loads(lb) Vert:5=58(F)21=1216(F) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-5=43,6-13=69,1-14=-6 Horz:1-5=-51,5-6=-52,6-7=-77,7-13=77 Concentrated Loads(lb) Vert:5=88(F)21=1216(F) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=69,6-13=36,1-24=36,14-24=-6 Horz:1-5=-77,5-6=-89,6-7=-44,7-13=44 Concentrated Loads(lb) Vert:5=88(F)21=1216(F) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=36,6-13=69,1-14=-6 Horz:1-5=-44,5-6=-55,6-7=-77,7-13=77 Concentrated Loads(Ib) Vert:5=88(F)21=1216(F) 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-13=-40,1-14=-30 Concentrated Loads(lb) Vert:5=-181(F)21=4191(F) 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-40,6-13=-100,1-14=-30 Concentrated Loads(lb) Vert:5=-181(F)21=4191(F) Job -- Truss_ - - Truss Type- -- - Qty Ply 'VILLAGE OFFICE BUILDING- - -- 0501144 T02 - SPECIAL 3 1 23-10-8 200 'Job Reference(optional) 6. s _ Jul 13 2005 MiTek Industries Inc.Wed Nov 1128710;$3 2005 Page 1 6-2-10_ 10-7-5 _ 15-0-0 20-8-0 _ 24-8-0 _ 27-0-121_ 33-1-2 39-1-8 42-1-0 6-2-10 4-4-11 4-4-11 5-8-0 4-0-0 2-4-12 6-0-6 6-0-6 2-11-8 Scale=1 748 2x4 M1120 1 5.00 12 5 3.4 M1120, i 025112 3.8 MII20% 4 Y// W5 6.12 M1120= 3.4 M1120- 2x4 M1120 l 3x4 M1120_- 3x9 M1120= 3 __ jl-----_-_ 8 9 -- 10 3x8M1120-- 2x4 M1120.1 W1 1 1120= 12 13 v - � 4x5 1 / T3- ___ __ 11 - -- W1 W14 X15 WjB W1 / � / 4.5 M1120 24 23 22 21 20 19 18 1] 16 --� 15 14 3.8 M1120 1 4x6 M1120- 5.11 M1120- 2x4 M1120'.I 4x5M1120- 415M1120- 2.M1120 1 6,8 M1120- 2.4 M11201 5.8 M1120- 4.8 M1120 42-1-0 5-10-0 2U- Oio 10-7-5 15-0-0 20-8-0 24-8-0 27-0-12 33-1-2__ 39-1-8 391 28 5-10-0 0-4-10 4-4-11 4-4-11 5-8-0 4-0-0 2-4-12 6-0-6 6-0-6 0-3-10 _ _ 2-7-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.31 19 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.50 19 >797 180 BCLL 10.0 Rep Stress Incr YES WB 0.79 HorzTL 1 ( ) 0.09 15 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:267 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-8-8 oc purlins, except end verticals. BOT CHORD 2 X 6 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 6-23,7-21 2 Rows at 1/3 pts 11-15 REACTIONS (Ib/size) 24=3008/0-9-4,15=2444/0-7-4 Max Horz24=648(load case 4) Max Uplift24=-1380(load case 4),15=-1212(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-680/939,2-3=-1585/706,3-4=-1433/718,4-5=-143/47,6-21=-321/943,5-6=-192/188,6-7=-3284/1803,7-8=-4578/2375,8-9=-4580/2372,9-10=-4537/2312,10-11=-4544/2311, 11-12=,0/25,12-13=-8/23,13-14=-36/30 BOT CHORD 1-24=-759/717,23-24=-759/325,22-23=-1719/3213,21-22=-1719/3213,20-21=-2344/4575,19-20=-2344/4575,18-19=-2291/4536,17-18=-1539/3070,16-17=-1539/3070, 15-16=-1539/3070,14-15=-11/6 WEBS 2-24=-2679/1143,2-23=-856/2455,4-23=-295/600,4-6=-1364/847,6-23=-2417/1140,7-21=-1602/699,7-20=0/291,9-19=-171/116,9-18=-549/408,11-18=-854/1665,11-16=0/168, 11-15=-3507/1758,12-15=-530/360,13-15=-10/5,8-19=-161/132 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1380 Ib uplift at joint 24 and 1212 ib uplift at joint 15. 5)Design assumes 4x2(Flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job - Truss Truss Type - Qty Ply ,VILLAGE OFFICE BUILDING _-_.. 0501144 i T03 SPECIAL 29 1 t 'Job Reference(optional) 6200 s _ 23-10-8 Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:34$w Nee 1 6-2-10 _ _ _ 10-7-5 15-0-0 20-8-0 24-8-0 .26-11-0i 32-10-8 -_ 39-1-8 6-2-10 4-4-11 4-4-11 5-8-0 4-0-0 2-3-0 5-11-8 6-3-0 �1e-1695 2.4 M112011 5.0012 5 3.4 M1201 0.25,12 3x8 M1120 4 W5 I 3z4 MII20- 3x8 MII20- 3x4 M1 120 I L 6x12 MII20- Rxd MII20 I 3x4 M1120= 3x8 MII20- 115 MI120' Yp B—_..____.__ ___— 8 9 10 11 12 yl 4 (y��] 4 W 1 W1WI W14 N/16 4 W2 \ p L 4x5 MI120= 22 21 20 X19 18 1] i6 15 14 13 3,8 M112011 4x8 M1120= 518 M1120- 2.4 M112011 4x5 MI120- 4x5 M1120- 2.4 M1120 1 6.8 M1120- 5x8 M1120= 4x8 M1120= 23-10-8 23-10-8 5-10-0__.6-?110 10-7-5 _15-0-0 20-8-0 _A-_ 24-8-0 +26-11-0_ - _32-10-8 } 39-1-8 5-10-0 0-4-10 4-4-11 4-4-11 5-8-0 4-0-0 2-3-0 5-11-8 6-3-0 Plate Offsets(X Y): [13�Edge 0-4-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.31 17 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.50 17 >792 180 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.10 13 We n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) 1 Weight:246 lb -- - - —_ LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-8-6 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-21,7-19 2 Rows at 1/3 pts 11-13 REACTIONS (Ib/size) 13=2053/0-3-10,22=3015/0-9-4 Max Horz 22=651(load case 4) Max Upliftl3=-1023(load case 3),22=-1381(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-680/939,2-3=-1592/709,3-4=-1440/721,4-5=-142/47,6-19=-323/950,5-6=-192/188,6-7=-3298/1809,7-8=-4608/2387,8-9=-4610/2384,9-10=-4591/2336,10-11=-4598/2335, 11-12=-137178,12-13=-294/199 BOT CHORD 1-22=-7591717,21-22=-759/322,20-21=-1730/3228,19-20=-1730/3228,18-19=-2361/4605,17-18=-2361/4605,16-17=-2320/4590,15-16=-1605/3208,14-15=-1605/3208, 13-14=-160513208 WEBS 2-22=-2686/1144,2-21=-859/2462,4-21=-297/604,4-6=-1371/849,6-21=-2427/1145,7-19=-1621/707,7-18=0/299,9-17=-164/97,9-16=-504/383,11-16=-815/1574,11-14=0/181, 11-13=-3487/1736,8-17=-149/126 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31 ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1023 Ib uplift atjoint 13 and 1381 Ib uplift at joint 22. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job- --- - - Truss - - - - Truss Type - - Qty Ply I VILLAGE OFFICE BUILDING 0501144 T05 SPECIAL 1 2 Job Reference(optional) 23-10-8 -6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:35 2W 04e 1 6-2-10__ 10-7-5 _ 1 __ 15-0-0 - 19-9-3 24-6-6 29-3-10 34-0-13 39-1-8 6-2-10 4-4-11 4-4-11 4-9-3 4-9-3 4-9-3 4-9-3 5-0-11 Scale=1.89.5 314 M1120 5.00 12 5- 3.4 M1120; — � 025.12 3.8 M1120� 4 /WS 8x12 M1120- 3x4 MI120- 3x4 M1120- 3x8 M1120— 4.5 ry 4MII20 /� W1 —_— W7_ -_--_ W9—T1_ 8'p—_--Wt _3x20 M1120- 12 Wt _=T 9 10 (14 M1120—W1 —� 20- 2 N � i yy2 // W18 / 4 415 M1120— 22 21 20 19 18 17 16 15 14 13 3x8 M11201 4.8 M1120— 518 M1120— 415 M1120— 4x5 M1120- 4x5 M1120— 415 M1120- 214 M1120 4.8 M1120— 918 M1120- 23-10-8 23-10-8 5-10-0 6-?110 10-7-5 15-0-0 19-9-3 24-6-6 1 29-3-10 34-0-13 39-1-8 - - - - 5-10-0 0-4-10 4-4-11 4-4-11 4-9-3 4-9-3 4-9-3 4-9-3 5-0-11 _Plate Offsets(X,Y):[6:0-9-4,0-3-0) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.60 I Vert(LL) 0.14 18-19 >999 240 MI120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.11 ' BCLL 10.0 Rep Stress Incr NO WB 0.56 Vert(TL) 180 t(TL) 0.19 17-18 >99-0.03 13 n/9 9 n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:522 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3*Except* 10-0-0 oc bracing:13-14. W6 2 X 8 SYP DSS REACTIONS (Ib/size) 13=1015/0-3-10,22=42/0-9-4 Max Horz 22=671(load case 4) Max Upliftl3=-1365(load case 3),22=-2341(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-658/981,2-3=0/2261,3-4=0/2413,4-5=0/344,6-19=-2587/0,5-6=-484/215,6-7=0/4964,7-8=0/4175,8-9=-391/3862,9-10=-1178/3111,10-11=-1185/3110,11-12=-1127/1862, 12-13=-923/1347 BOT CHORD 1-22=-798/698,21-22=-798/278,20-21=-4770/0,19-20=-4770/0,18-19=-4146/0,17-18=-3841/386,16-17=-3098/1180,15-16=-3098/1180,14-15=-1857/1122,13-14=-61/75 WEBS 2-22=0/2086,2-21=-1955/0,4-21=-1557/0,4-6=0/1951,6-21=013469,7-19=-2995/111,7-18=0/1260,8-18=-203010,8-17=0/860,9-17=-1229/0,9-15=0/862,11-15=-1498/70, 11-14=-541/1207,12-14=-2129/1240 NOTES (10-11) 1)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,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=31 ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1365 Ib uplift at joint 13 and 2341 Ib uplift at joint 22. 7)Load case(s)1,2,3,4,5,6,7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)181 Ib down and 88 Ib up at 14-8-6 on top chord, and 4191 Ib up at 14-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=-100,6-12=-100,1-13=-30 Concentrated Loads(lb) Vert:5=-181(F)19=4191(F) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Continued or page 2 Job 'Truss -Truss Type Qty Ply ',VILLAGE OFFICE BUILDING 0501144 T05 SPECIAL 1 2 Job Reference(optional) 6.200 s Jul 132005 MiTek Industries,Inc. Wed Nov 16 07:52:35 2005 Page 2 LOAD CASE(S)Standard Uniform Loads(ptf) Vert:1-5=47,6-12=36,1-22=36,13-22=-6 Horz:1-5=-56,5-6=20,7-12=44 Drag:6-7=1 Concentrated Loads(lb) Vert:5=58(F)19=1216(F) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=43,6-12=69,1-13=-6 Horz:1-5=-51,5-6=-52,7-12=77 Drag:6-7=1 Concentrated Loads(lb) Vert:5=88(F)19=1216(F) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=69,6-12=36,1-22=36,13-22=-6 Horz:1-5=-77,5-6=-89,7-12=44 Drag:6-7=1 Concentrated Loads(lb) Vert:5=88(F)19=1216(F) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=36,6-12=69,1-13=-6 Horz:1-5=-44,5-6=-55,7-12=77 Drag:6-7=1 Concentrated Loads(lb) Vert:5=88(F)19=1216(F) 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-12=40,1-13=-30 Concentrated Loads(lb) Vert:5=-181(F)19=4191(F) 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-40,6-12=-100,1-13=-30 Concentrated Loads(lb) Vert:5=-181(F)19=4191(F) Job Truss - ---- - `Truss Type - - - Y Y Ot ---PI VILLAGE OFFICE BUILDING - - - 10501144 - 'iT06 (SPECIAL 1 _ 2 Job Reference(optional) 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:35 235 Noe 1 6-2-10 10-7-5 15-0-0 20-0-8 25-1-0 30-1-8 - 35-5-8 6-2-10 4-4-11 4-4-11 5-0-8 5-0-8 5-0-8 5-4-0 stele=1'.62.9 314 M1120 5.00 12 5 3x4 MII20; 3x8 M1120„ 0.25'..12 3.4 M1120 \5 W6 3 6x12 MII3.8M1120—7 8 9 10 2x4 M 12 --— ————3x4 MUD-. ——---- 3 4 MI120= —— 3x4 MII20 --——_ 20= C wi, W2 W4 Wy W9 1D 11 1� 13 W1� o 1 / Ali � 4.5 MII20 ✓20 19 18 17 is 15 14 13 12 3x8 M11201'. 4.8 M1120— 3.4 M11201: 4.5 M1120—. 4.5 M1120-. 4,8 M1120— 4,5 M1120- 4.5 M1120- 4x8 M1120- 23-10-8 23-10-8 5-10-0 -- --6-2-10_ 10-7-5 15-0-0 _ 20-0-8 25-1-0 30-1-8 35-5-8 5-10-0 0-4-10 4-4-11 4-4-11 5-0-8 5-0-8 5-0-8 5-4-0 Plate Offsets(X Y):1&0-3-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft UdFPLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.17 16-17 >999 240II20 249/190 TCDL 20.0 LumberIncrease 1.25 8C 0.16 Vert(TL) 0.19 16 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.77 Horz(TL) -0.04 12 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) eight:4641b LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3*Except* W6 2 X 8 SYP DSS REACTIONS (Ib/size) 12=636/0-3-10,20=-55/0-9-4 Max Horz20=789(load case 4) Max Upliftl2=-1303(load case 3),20=-2225(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-663/977,2-3=0/2265,3-4=0/2417,4-5=0/350,6-17=-3840/0,5-6=-482/235,6-7=0/4460,7-8=0/3448,8-9=-600/1973,9-10=-591/1974,10-11=-81/60,11-12=-242/172 BOT CHORD 1-20=-795/702,19-20=-795/260,18-19=-6192/0,17-18=-6192/0,16-17=-6554/0,15-16=-4488/0,14-15=-3468/0,13-14=-3468/0,12-13=-1985/595 WEBS 2-20=0/1980,2-19=-1772/0,4-19=-1977/0,4-6=0/2067,6-19=0/4822,6-16=0/3711,7-16=-1597/0,7-15=0/2262,8-15=-939/0,8-13=0/1711,10-13=-789/0,10-12=-601/2222 NOTES (11-12) 1)2-ply truss to be connected together with 1 Od Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1303 Ib uplift at joint 12 and 2225 Ib uplift at joint 20. 7)Load case(s)1,2,3,4,5,6,7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Uplift for first LC exceeds limits 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)181 Ib down and 88 Ib up at 14-8-6 on top chord,and 4191 Ib up at 14-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 12)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-11=-100,1-12=-30 Concentrated Loads(lb) Vert:5=-1 81(F)17=41 91(F) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=47,6-11=36,1-20=36,12-20=-6 Horz:1-5=-56,5-6=20,6-11=-44 Continued on page 2 Job 0501144 T06 Truss �SPECIALe �Qty Ply n VILLAGE OFFICE BUILDING Truss l - 6.20Julb132005 MiTJoeference ek Industries,Inc. Wed Nov 16 07:52:35 2005 Page LOAD CASE(S)Standard Concentrated Loads(lb) Vert:5=58(F)17=1216(F) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=43,6-11=69,1-12=-6 Horz:1-5=-51,5-6=-52,6-11=-77 Concentrated Loads(lb) Vert:5=88(F)17=1216(F) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=69,6-11=36,1-20=36,12-20=-6 Horz:1-5=-77,5-6=-89,6-11=-44 Concentrated Loads(lb) VeM 5=88(F)17=1216(F) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=36,6-11=69,1-12=-6 Horz:1-5=-44,5-6=-55,6-11=-77 Concentrated Loads(lb) Vert:5=88(F)17=1216(F) 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-11=-40,1-12=-30 .Concentrated Loads(lb) Vert:5=-181(F)17=4191(F) 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-5=-40,6-11=-100,1-12=-30 Concentrated Loads(lb) Vert:5=-181(F)17=4191(F) Job - - 1Truss -- - Truss Type Qty Ply VILLAGE OFFICE BUILDING 0501144 T07 1 SPECIAL I27 1Job Reference(optional) 2 _ 3 0-8 6200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:36 2851 @e@e 1 6-4-0 10-8-0 15-0-0 18-11-0 22-11-0 28-5-5 35-5-8 6-4-0 4-4-0 4-4-0 3-11-0 4-0-0 5-6-5 7-0-3 Scale=1 62.8 2.4 M112011 5.00112 3.4 M11201 / 025 12 ji 3x8 MII20% _ � WS/ 3.8 MI120— 4.5 M8201 N 4x5 MIt20% / � yJ 2x4 MII201. 3x8 MII20 o'1 3 /� 2x4 MII2011 11 g 0 -- - _ ---T - {{ \�\ 5 slz Mnzo— e 4 W w2 a� Q /�w1n ��\\\ w1 II v 82 S3 ax5 M1120= 1119 18 11 16 15 14 13 12 3x8 108201 4.8 M1120— 2x4 M112011 4.5 M1120— 4.5 M1120— 2,4 1011201 8.13 101120- 6x8 M1120- 4x8 101120— 23-10-8 23-10-8 { 6-0-0 _6-40___10-8-0 15-0-0 18-11-0 22-11-0 28-5-5 35-5-8 6-0-0 0-4-0 4-4-0 4-4-0 3-11-0 4-0-0 5-6-5 7-0-3 Plate Offsets(X,Y):111:Edge,0-3-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.28 16 >999 240 M1120 249/190 TCDL 20.0 1 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.43 15-16 >810 180 BOLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:216 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-3 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at midpt 6-19 W13 2 X 4 SYP No.2D 2 Rows at 1/3 pts 9-12 REACTIONS (Ib/size) 12=1794/0-3-10,20=279710-8-0 Max Horz20=761(load case 4) Max Upliftl2=-914(load case 3),20=-1319(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-695/961,2-3=-1287/555,3-4=-1137/567,4-5=-174/32,6-17=-52/157,5-6=-184/192,6-7=-4310/2278,7-8=-4311/2284,8-9=-4312/2292,9-10=-189/99,10-11=-182/100, 11-12=-342/234 BOT CHORD 1-20=-778/733,19-20=-778/322,18-19=-1988/3471,17-18=-1988/3471,16-17=-2048/3544,15-16=-2307/4306,14-15=-1650/3216,13-14=-1650/3216,12-13=-1650/3216 WEBS 2-20=-2466/1075,2-19=-707/2178,4-19=-364/665,4-6=-1134/747,6-19=-2824/1387,6-16=-339/1037,8-15=-454/326,9-15=-751/1245,9-13=0/169,9-12=-3307/1684, 7-16=-035/284 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 914 Ib uplift at joint 12 and 1319 Ib uplift atjoint 20. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job- --- -_-- _ 1 Truss -- - Truss Type - Qty Ply �VILLAGE OFFICE BUILDING -- 10501144 T08 SPECIAL 1 1 Job Reference(optional) 23-10-8 6.200 s2ig1 JO WO5 MiTek Industries,Inc. Wed Nov 16 07:52:36 2005 Page 1 2x4 MI1201: 1 4.5 M1120— 3-0-0 2 3-0-0 - -- Sw1e-1.14.1 T1 W1 v\W2 W1 I � I B1 23-10-8 5 323-10-8 ,2x4 M11201 4x5 M1120- _ 3-0-0 3-0-0 - LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.09 Vert(LL) 0.01 3-4 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.02 3-4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:26 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purilns, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=483/Mechanical,3=777/Mechanical Max Uplift4=-266(load case 2),3=-438(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-135/94,1-2=0/0,2-3=-135/94 BOT CHORD 4-5=-0/0,3-5=-0/O WEBS 1-3=0/0 NOTES (6-8) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C,enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 266 lb uplift at joint 4 and 438 lb uplift at joint 3. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)908 Ib down and 533 Ib up at 1-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-100,3-4=-30 Concentrated Loads(Ib) Vert:5=-908(B) Job '.Truss - Truss Type Qty Ply -''VILLAGE OFFICE BUILDING 0501144 T09 SPECIAL 1 1 ',Job Reference(optional) 23-10-8 6.200 2,dulj' 8005 MiTek Industries,Inc. Wed Nov 16 07:52:37 2005 Page 1- 2.4 M112011 1 4x5 M1120— 3-0-0 -_ -.. 2 3-0-0 ' Scale=1.14.5 T1 I I Wt �,W2 W1 v i 111. I 1 , B1 4 3 23-10-8 23-10-8 2x4 M11201 3-0-0 4x5 M1120— 3-0-0 1 — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/dFP GRIP TCLL 30.0 Plates Increase 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.01 1Vert(TL) -0.00 4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) 1b LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=176/Mechanical,3=176/Mechanical Max Uplift4=-85(load case 2),3=-85(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-135/94,1-2=0/0,2-3=-135/94 BOT CHORD 3-4=0/0 WEBS 1-3=-0/0 NOTES (4-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 Ib uplift at joint 4 and 85 Ib uplift at joint 3. 4)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCS]1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 6)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard Job Truss Type Qty PI--- -_ � yP -.. —.- - - __. y y VILLAGE OFFICE BUILDING---_-.. 1 0501144 T10 SPECIAL 2 1 1 Job Reference(optional) 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:38 2351®1§e i _6-4-0 _ 10-2-9_ I— 15-0-0 j 18-11-0 23-5-4 25-1-Oi 30-1-8 1 35-5-8 6-4-0 3-10-9 4-9-7 3-11-0 4-6-4 1-7-12 5-0-8 5-4-0 Scale=162 9 3.M11201 j 500112 5 3x4 M"" j 0.25 j 12 3x6 M1120� 4x12 MI120= 4x5 MII20 / W5 yy 3x8 M1120- 3x4 MII20' 3 / �� 2x6 MI120 dx8 M1120-2x4 WIN 1 2MI910 11 12 _ 2 13 - --_ _._—T8 10 11_ 'ly _---. / W W2 p Y 14 W1 4 4.5 M1120 ;�✓ - __ - - --- - - 22 21 20 10 18 12 16 23 15 14 13 3x8 M1120 11 4.12 M1120—5.8 M1120— 2.4 M11201. 4.5 WIN- 2x4 M11201 4.8 M1120- 5.8 M1120— 2.4 M11201'. 6x6 M1120- 23-10-8 23-10-8 6-0-0 6tO- 10-2-9 15-0-0 18-11-0 23-5-4 25-1-0F- 30-1-8 35-5-8 6-0-0 04-0 3-10-9 4-9-7 3-11-0 4-6-4 1-7-12 5-0-8 5-4-0 Plate Offsets(X,Y):[13:Edge,0-4-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.33 17-18 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.52 17 >674 180 BCLL 10.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:224 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-13 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 2 X 4 SYP No.3'Except' WEBS 1 Row at midpt 6-21 W9 2 X 6 SYP No.2 2 Rows at 1/3 pts 10-13 REACTIONS (Ib/size) 13=2165/0-3-10,22=3025/0-8-0 Max Horz22=800(load case 4) Max Upliftl 3=-1 145(load case 3),22=-1 451(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-690/956,2-3=-1399/650,3-4=-1265/661,4-5=-187/21,6-19=-2/78,5-6=-206/218,6-7=-5455/3006,7-8=-5459/3013, 8-9=-5185/2808,9-10=-5189/2814,10-11=-103/51,11-12=-97/52,12-13=-245/167 BOT CHORD 1-22=-775/730,21-22=-775/281,20-21=-2438/4154,19-20=-2438/4154,18-19=-2498/4222,17-18=-3035/5452,16-17=-3035/5452, 16-23=-1736/3241,15-23=-1736/3241,14-15=-1736/3241,13-14=-1736/3241 WEBS 2-22=-2683/1188,2-21=-840/2379,4-21=-387/678,4-6=-1204/832,6-21=-3405/1718,6-18=-675/1598,7-18=-522/344,9-16=-376/239, 10-16=-1269/2262,10-14=-7/234,10-13=-3635/1944,8-17=-207/225,8-16=-492/382 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1145 Ib uplift at joint 13 and 1451 Ib uplift at joint 22. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)453 Ib down and 272 Ib up at 23-5-4,and 146 Ib down and 91 Ib up at 27-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the'face of the truss are noted as front(F)or back(B). 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-5=-100,6-12=-100,1-13=-30 Concentrated Loads(lb) Vert:17=-453(B)23=-146(B) IJob - _-- - -- Truss-- --- - -- Truss Type-- - - - IQty Ply -- -VILLAGEOFFICEBUILDING - -- 10501144 T11 SPECIAL 1 1 Job Reference(optional) 6.200 s 23-10-8 Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:39 2" QrA 1 6-4-0 10-8-0_ __ 15-0-0 _ 17-8-5 18-11-0 23-4-8 6-4-0 4-4-0 4-4-0 2-8-5 1-2-11 4-5-8 Scale=1:40 9 2.4 M11201', 5 500112 / 3.M1120� / 4 3,4 M1120- W6 0.25112 WE / \\ 3 6x12 M1120 2 --- 218MII201 -_--_9 20 1 34MII20l 14 MII20•j a / W3'.. 4x15 i \W2 W4 7 B.�W, I 1 1B1 _ 44 M1120= 15 14 13 12 ,i 10 3.8 M11201 318 M1120- 418 M1120- 2.4 M11201 618 M1120-6x8 M1120- 515M1120 I 23-10-8 23-10-8 6-0-0 6-4,0 10-8-0 15-0-0 17-8-5__ 18-11-0 _- 23-4-8 6-0-0 0-4-0 4-4-0 4-4-0 2-8-5 1-2-11 4-5-8 Plate Offsets(X Y):111:0-3-8,0-3-0],[12:0-34,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.17 11-12 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.25 11-12 >814 180 BCLL 10.0 Rep Stress Incr YES WB 0.43 Horz(TL) -0.01 10 n/a n/a BCDL 5.0 - Code FBC2001/ANS195 Matrix _ Weight:151 Ib - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3`Except* W 11 2 X 6 SYP No.2 REACTIONS (Ib/size) 10=938/Mechanical,16=2071/0-8-0 Max Horz 16=750(load case 4) Max Upliftl0=-527(load case 3),16=-1096(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-695/962,2-3=-510/149,3-4=-360/161,4-5=-172/36,6-13=-13/150,5-6=-185/192,6-7=-1156/690,7-8=-571/326,8-9=-564/325,9-10=-388/251 BOT CHORD 1-16=-779/734,15-16=-779/334,14-15=-779/1212,13-14=-779/1212,12-13=-807/1239,11-12=-702/1154,10-11=-331/564 WEBS 2-16=-1740/850,2-15=-444/1348,4-15=-215/169,4-6=-369/344,6-15=-990/419,6-12=-153/215,7-12=-641/1034,7-11=-1619/1018,8-11=-124/196 NOTES (6-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=42psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 527 Ib uplift at joint 10 and 1096 Ib uplift at joint 16. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard Job -- _-- (Truss - Truss Type - - - - Qty Ply _-- VILLAGEOFFICE BUILDING -- 0501144 T12 - _(SPECIAL 2 1 --- 23-10-8 1 6.200 s JWb 3 2005 M Te Reference(optional) Industries,Inc. Wed Nov 16 07:52:39 2W1O+1 6-4-0 _ 10-8-0 15-0-0 18-4-0 21-8-0 25-3-8 6-4-0 4-4-0 4-4-0 3-4-0 3-4-0 3-7-8 Scale=1,44.5 2x4 M1120 5 5.00112 / 314 M112- 4 3.4 M11201W5 0.2512 I\ NE 3.4 M1120; 3 i x4 MII 2x4 MII20'I 4x5 M1120= w 2 201 9 a 4.12 M1120- 7 8 i W2 W4 \ W8W 1 4x5 M1120= 15 14 13 12 11 10 3.8 M11201'. 3.8 M1120- 4.8 M1120- 3x4 M11201 3x4 M1120— 6,8 M1120- 3,8 M1120 1 23-10-8 23-10-8 I 6-0-0 6.470 10-8-0 _ { 15-0-0_ 18-4-0 21-8-0 _ I 25-378 6-0-0 0-4-0 4-4-0 4-4-0 3-4-0 3-4-0 3-7-8 Plate Offsets(X,Y):[11:0-3-8,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.21 12-13 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.31 12-13 >738 180 BCLL 10.0 Rep Stress Incr YES WS 0.66 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:159 lb -- -- LUMBER — BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-13 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 10=1084/Mechanical,16=2185/0-8-0 Max Horz 16=752(load case 4) Max Uplift10=-590(load case 3),16=-1136(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-693/959,2-3=-623/210,3-4=-473/223,4-5=-179/48,6-13=-184/480,5-6=-188/193,6-7=-1183/658,7-8=-1179/663,8-9=-1184/672,9-10=-1566/896 BOT CHORD 1-16=-777/732,15-16=-777/331,14-15=-1018/1637,13-14=-1018/1637,12-13=-1090/1735,11-12=-671/1178,10-11=-22/15 WEBS 2-16=-1840/885,2-15=-485/1465,4-15=-161/186,4-6=-495/415,6-15=-1370/631,6-12=-677/515,7-12=-272/205,8-11=-607/397,9-11=-1177/2060 NOTES (6-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 590 Ib uplift at joint 10 and 1136 lb uplift at joint 16. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to 2x ledger.Ledger to be designed and supplied by others. LOAD CASE(S)Standard Job -- - 1Truss - Truss Type Qty - -Ply VILLAGE OFFICE BUILDING - _- - --- - _ 0501144 T13 SPECIAL ' ' . 6200 Job R 05 Mef Tek Industries,23-10-8 ies,lnc.Wed Nov 16 07152:40 2WPaye 7 6-4-0 _ 10-8-0 15-0-0 18-4-0 __ 21-8-0 25-3-8 6-4-0 4-4-0 4-4-0 3-4-0 3-4-0 3-7-8 Scale-1'.44.5 3.4 M112011 5 50012 /- 3x4 M1120,/ 4 3.4 M1120l /� 'C" \ WS 0.25[12 x4 11,1120,3II20� 3 / „ 3 \\� 3.4 M1120— 3x4 M1110— 2x 9M 1120'�I � B 4x12 MI120— 2 n _— _—— / \ 4't 1 W2 W4/ � �u' W� � 9 'Vill, 11 '�J1 _ -- - 3x4 MI120- ----- 15 14 13 12 11 10 3x8 M112014x8 M1120— 4x8 M1120— 2x4 M112011 3.4 M1120- 3"M1120— 4,5 M1120- 23-10-8 23-10-8 _ 6-0-0 _ 674-0 10-8-0 _ 15-0-0 _ 18-4-0 21-8-0 25-3-8 6-0-0 0-4-0 4-4-0 4-4-0 3-4-0 3-4-0 3-7-8 Plate Offsets(X Y):[670-3-0,0-2-01 _ LOADING(psf) I 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) 0.08 13 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.11 13 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.02 10 We n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:348 lb LUMBER - - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3*Except* W62X8SYP DSS REACTIONS (Ib/size) 10=-699/Mechanical,16=-42/0-8-0 Max Horz 16=780(load case 4) Max Upliftl0=-1179(load case 3),16=-1852(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-683/991,2-3=0/1970,3-4=0/2120,4-5=-46/307,6-13=-3849/0,5-6=-466/252,6-7=0/3407,7-8=0/1522,8-9=-15/37,9-10=-151/120 BOT CHORD 1-16=-806/722,15-16=-806/286,14-15=-806/286,13-14=-5380/0,12-13=-5695/0,11-12=-3406/0,10-11=-1520/0 WEBS 2-16=0/1603,2-14=-1549/0,4-14=-1791/0,4-6=0/1823,6-14=0/4193,6-12=0/3002,7-12=-1781/0,7-11=0/2450,8-11=-1425/0,8-10=0/1945 NOTES (11-13) 1)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,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=31 ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1179 Ib uplift at joint 10 and 1852 Ib uplift at joint 16. 7)Load case(s)1,2,3,4,5,6,7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Uplift for first LC exceeds limits 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loads)181 Ib down and 88 Ib up at 14-8-6 on top chord,and 4191 Ib up at 14-10-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 12)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 13)Use SIMPSON HGUS48 to attach truss to 2x ledger.Ledger to be designed and supplied by others. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pill Vert:1-5=-100,6-9=-100,1-10=-30 Concentrated Loads(lb) Vert:5=-181(F)13=4191(F) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 Job ------ --_--- 'Truss - Truss Type ----- Oty_--- Ply----_ VILLAGE OFFICE BUILDING ---- - - - 0501144 T13 SPECIAL 1 2 Job Reference(optionall -- - 6.200s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:40 2005 Page 2 LOAD CASE(S)Standard Uniform Loads(plf) Vert:1-5=47,6-9=36,1-16=36,10-16=-6 Horz:1-5=-56,5-6=20,6-9=-44 Concentrated Loads(lb) Vert:5=58(F)13=1216(F) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=43,6-9=69,1-10=-6 Horz:1-5=-51,5-6=-52,6-9=-77 Concentrated Loads(lb) Vert:5=88(F)13=1216(F) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=69,6-9=36,1-16=36,10-16=-6 Horz:1-5=-77,5-6=-89,6-9=-44 Concentrated Loads(lb) Vert:5=88(F)13=1216(F) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=36,6-9=69,1-10=-6 Horz:1-5=-44,5-6=-55,6-9=-77 Concentrated Loads(lb) Vert:5=88(F)13=1216(F) 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-100,6-9=-40,1-10=-30 Concentrated Loads(lb) Vert:5=-181(F)13=4191(F) 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-40,6-9=-100,1-10=-30 Concentrated Loads(lb) Vert:5=-181(F)13=4191(F) Job - -- 'Truss --- -�TrussType- -- - -- -- - �8ty Ply 1',VILLAGE OFFICE BUILDING - - - - - - - - 0501144 T15 MONO TRUSS Job Reference(optional) 2N-41)M 2A4L(6s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 07:52:412005 Page 1 6-4-0 8-10-15 6-4-0 2-6-15 3xd W20 1; Scale=1:19.4 3 4.5 MII201 2 \ / W3 Wi \\\12 \ SII 1 aBi 3,4 MI120� 23-Y 8 3x8 M1120'.1 7x8.1120- 6-0-0 6-4-0 8-10-15 6-0-0 0-4-0 2-6-15 Plate Offsets(X,Y):[4:Edge 0-5-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.00 4-5 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.00 4-5 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.73 Horz(TL) -0.04 3 n/a n/a BCDL 5.0 Code FBC20011ANS195 (Matrix) Weight:551b LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 3=-60/Mechanical,4=-1698/Mechanical,5=3242/0-8-0 Max Horz5=272(load case 4) Max Uplift3=-60(load case 1),4=-1698(load case 1),5=-1941(load case 4) Max Grav3=40(load case 4),4=929(load case 4),5=3242(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1101/1857,2-3=-117/14,3-4=0/0 BOT CHORD 1-5=-1582/1085,4-5=-1582/813 WEBS 2-5=-296211719,2-4=-1166/2268 NOTES (7-9) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 Ib uplift at joint 3,1698 Ib uplift at joint 4 and 1941 Ib uplift at joint 5. 3)Uplift for first LC exceeds limits 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)387 Ib down and 188 Ib up at 0-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 9)FASTEN JACK VERTICAL TO CORNER JACK VERTICAL WITH(6)SIMPSON SDS 1/4 X 6 WOOD SCREWS. SCREW SPACING TO BE 6"O.C. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(ptf) Vert:1-3=-100,1-4=-30 Concentrated Loads(Ib) Vert:1=-387(F) Job Truss Truss Type Qty Ply VILLAGE OFFICE BUILDING .0501144 T16 I MONO TRUSS 8 1 ',. Job Reference(optional) $_dD}g 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed ov 18 07752:41 2005 Page 1 6-4-0 10-10-15 6-4-0 4-6-15 ars Mu2o Sce1c-1228 3 ! Nr Mi120. 5.M12 2 W3 rl W1 W2 oof 3,4 V1120 < x_ 28-4M 23-10- 3-1 2 4 N U N020- 6-0-0 6-4-0 10-10-15 6-0-0 0-4-0 4-6-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.03 4-5 >999 240 ', M1120 2491190 TCDL 20.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.03 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.02 3 n/a n/a ! BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:51 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SVP No.3 REACTIONS (Ib/size) 3=143/Mechanical,4=-443/Mechanical,5=1700/0-8-0 Max Horz5=350(load case 4) Max Uplift3=-118(load case 4),4=-443(load case 1),5=-1104(load case 4) Max Grav3=143(load case 1),4=276(load case 4),5=1700(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-696/975,2-3=-119/34,3-4=0/0 BOT CHORD 1-5=-772/722,4-5=-772/372 WEBS 2-5=-1446/924,2-4=-427/906 NOTES (4-6) 1)Wind:ASCE 7-98;120mph(3-second gust),h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone,cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 Ib uplift at joint 3,443 Ib uplift at joint 4 and 1104 Ib uplift at joint 5. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 6)Use SIMPSON LS30 at joint#4 to attach jack truss to girder. LOAD CASE(S)Standard Job _. _.. ITruss. __- —.. Truss Type QtyIPly VILLAGE OFFICE BUILDING --- --- 10501144 T17 MONO TRUSS - - - -- - -- - - - - 23-10-8 8 1 !Job Reference(optional) 6.200s _ ��rnrn Jul 13 2005 MiTek Industries,Inc.Wed No�7pp 97##2:41 2005 Page 1 -- - 6-4-0 - 12-10-15 6-4-0 6-6-15 - 4x5"M112D 1 Scak=1.26.2 / / I 5.00'12 3.4 M1120� 2 7 I TI 1,7 w1 �� wz 3.4 M1120- 23-'FFff 8 219-201a 2.4 M112011 3.4 M1120- 6-0-0 6-4-0 12-10-15 6-0-0 0-4-0 6-6-15 - - - - - — -- LOADING sf SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCDL 30.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.07 4-5 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.07 4-5 >999 180 BCLIL 0.0 Rep Stress Incr YES WB BCDL - 15.0 II, _ Code FBC2001/ANS 95 -__ (Matrix) 29 Horz(TL) -0.02 3 n/a n/a Weight:61 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 3=259/Mechanical,4=-246/Mechanical,5=1647/0-8-0 Max Horz5-415(load case 4) Max Uplift3=-215(load case 4),4=-246(load case 1),5=-1025(load case 4) Max Grav3=259(load case 1),4=168(load case 4),5=1647(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-687/945,2-3=-188/59,3-4=0/0 BOT CHORD 1-5=-7391710,4-5=-739/296 WEBS' 2-5=-1391/887,2-4=-341/847 NOTES (4-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 lb uplift at joint 3,246 Ib uplift at joint 4 and 1025 Ib uplift at joint 5. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 6)Use SIMPSON LS30 at joint#3,#4 to attach jack truss to girder. LOAD CASE(S)Standard .._..... ... ...... - iJob - - -- - -Truss - Truss Type iOty IPIy VILLAGE OFFICE BUILDING MONO TRUSS 45 1 10501144 T18 Job Reference(optional)_ 2 2005 Pagel 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 1 6-4-0 10-6-4__ 15-0-0 __ - B-4-0 4-2-4 4-5-12 Scale= 4,5 MI120'�' 1'.29 B 5 5.00(12 T2 / 3x4 M1120� 3.4 M1120-1 3 �- W4:1 2.4 MII20' 2� / W2 W3 fw" 4'' si 4.5 M1120- 23 4x MII20- 4x5 MII20- - 6-0-0 64-p - 15-070 - — - -- 6-0-0 - 0-4-0 -- - 8-8-0 - -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.09 6-7 >999 240 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.12 6-7 >885 180 BCLL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:76 lb - - -- — - - - LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=200/Mechanical,6=48/Mechanical,7=1683/0-8.0 Max Horz7=482(load case 4) Max Uplift5=-165(load case 4),6=-85(load case 3),7=-1007(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-729/960,2-3=-508/740,3-4=-496/885,4-5=-120/47,5-6=0/0 BOT CHORD 1-7=-761/753,6-7=-111/0 WEBS 2-7=-611/517,4-7=-1063/498,4-6=0/156 NOTES (4-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 Ib uplift at joint 5,85 Ib uplift at joint 6 and 1007 Ib uplift at joint 7. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 6)Use SIMPSON LS30 at joint#5 to attach jack truss to girder. LOAD CASE(S)Standard y 'Job Truss 'Truss Type 3 Ply VILLAGE OFFICE BUILDING 0501144 T19 MONO TRUSS 13 1 Job Reference(optional) 23-1�$ 23-10-8 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Nov 16 7:02:42 2005 Page 1 6-4-0 11-2-8 6-4-0 4-10-8 2.4-D Scam 1 21 3 3 j sna'i2 3.4 N1120� % — 2 ' i wa N ac o A W2 i \ -- 3.1 M 120 2x4 310=10-8 23-10-8 3.4 IV]-- 6-4-0 6-8-0 11-2-8 6-4-0 0-4-0 4-6-8 ---- — - - LOADING sf —-- P SPACING2-0-0 ----- ----- -- TCLL 30.0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP Plates Increase 1.25 TC 0.60 Vert(LL) -0.04 4-5 >999 240 TCDL 20.0 Lumber Increase 1.25 BC 0.31 MI120 249/190 BCLL 10.0 Rep Stress Incr YES WB 0.29 Horz((TL) -0,01 4 5 >n//a 99 n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) LUMBER Weight:53 1b TOP CHORD 2 X 4 SYP No.2D BRACING BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 4=-244/Mechanical,5=1682/0-8-0 Max Horz4=360(load case 4) Max Uplift4=-244(load case 1),5=-1085(load case 4) Max Grav4=129(load case 2),5=1682(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-695/972,2-3=-129/53,3-4=-162/134 BOT CHORD 1-5=-769/721,4-5=-769/721 WEBS 2-5=-1429/912,2-4=-411/895 NOTES (3-5) 1)Wind:ASCE 7-98;120mph(3-second gust);h=31ft;TCDL=4.2psf,BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 Ib uplift at joint 4 and 1085 Ib uplift at joint 5. 3)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 S NT iona 4)THIS DRAINGshould be us d iiin1 c njjuunc on SUFFICIENTEhe architectural and struct Aral plans dudritng installation. If BCSIn1-03 hlas nolt been shipped to the site s truss drawing,including witth the03, component pictured on this page,please contact Apex Technology for a free copy. 5)Use SIMPSON HUS26 to attach truss to 2x ledger.Ledger to be designed and supplied by others. LOAD CASE(S)Standard t HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jun 30 2006 2:22PM Last Transaction Date Time Type Identification Duration Pa es Result Jun 30 2:20PM Fax Sent 96654470 2:01 1 OK y� 1 CITY OF ATLANTIC BEACH IS1 800 SEMINOLE ROAD "r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032017 Date 6/23/06 Property Address . . . . . . 375 SUITE 1 ATLANTIC BLVD Tenant nbr, name NEW COMM SRVC 400AMP/208V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - -------- -- -- - -- -- -- ---- ---- ------ - -- ----------- TFP ENTERPRISES UNITED ELECTRIC COMPANY OF JACKSONVILLE ATLANTIC BEACH FL 32233 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 -- ------------------ - ---- -- --- - ----- -------------- Permit . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 145 . 00 Plan Check Fee 00 Issue Date 1/12/06 Valuation 0 Expiration Date . . 7/11/06 -- -- ------------------ - -- ---- --- ------ -------------- Special Notes and Comments LOWER (OR BOTTOM) OFFICE Fee summary Charged Paid Credited Due - - -- --- - - ---- - Permit Fee Total 145 . 00 145 . 00 . 00 . 00. 00 Plan Check Total . 00 Grand Total 145 . 00 145 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH SS1 J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033349 Date 6/23/06 Property Address . . . . . . 375 SUITE 2 ATLANTIC BLVD Tenant nbr, name NEW COMM SVR 400AMP/208V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------------- -- ---- -- - UNITED ELECTRIC COMPANY OF JACKSONVILLE 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 - - - -- -- - -- - - --- - - - - -- - -- -- --- --- ----------------- Permit . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee 00 Issue Date 6/23/06 Valuation 0 Expiration Date . . 12/20/06 -- - - - - - -- - - -- - - -- - - -- - --- -- -- -- ---- ----------------- Special Notes and Comments UPPER OFFICE Fee summary Charged Paid Credited Due ------ ---------- Permit Fee Total . 00 . 00 . 00 . 00. 00 Plan Check Total 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. r CITY OF ATLANTIC BEACH s 800 SENHNOLE ROAD ATLANTIC BEACH,FL 32233 �. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033350 Date 6/23/06 Property Address . . . . . . 375 S. LANTIC BLVD Tenant nbr, name NEW COMM 400AMP/208 Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---- --- -- -- -- - - - - - - - - --- - - - -- --- - --- - ---------- UNITED LECTRIC COMPANY OF JACKS VILLE 5716 ST. AUGUSTINE ROAD JA SONVILLE FL 32207 -04) 731-4210 Permit ELECTRICAL ---------- ---PERM----- -- ---- --- ------------------- T Additional desc . . Permit Fee . . . . . 00 Plan Check Fee 00 Issue Date 6/23/06 Valuation 0 Expiration Date . . 12/20/0 --- -- - - - - -------- ------- ---- ---- ------------------ Special Notes and Comments THE IS ADDRESSED FOR JEA 0 Y . . FOR ELEC METER FOR PARKING LO /NO OFFICE Fee summary Cha ged Paid Credited Due --- - ---------- __ Permit Fee Total . 00 . 00 . 00 . 00. 00 Plan Check Total . 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. m � � X395 4 CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: Owner: ISP 61)+,arpr,'5ej Telephone #: Contractor: -}—(j EJ( T)'� 6D Di J6 Telephone #• Contractor Address: 315 McoC -,_ &J Fax#: _�3/ 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. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. 10, New being done on this building Old )K, Commercial ❑ Signs ❑ Increase or site,list the building ❑ Re-wire E3Addition S Permit number: a�Ft. ❑ Repair OS— 30a5� Conductor Size: AMPS: )d 3 ,i COPPER IS ALU NIINUM Switch or RACE Breaker AMPS �� PH 3 W VOLT OF WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN L Z Receptacles CONCEALED OPEN (o� 0-40 Amps I 100 AMPS Switches AW 5& Incandescent 5 Fluorescent & --1 M.V. Fixed 0.100 AMPS OVER BELL Appliances 7/ TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT �-- - A& -70 if 8d Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V VER600V 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 HP Officejet 7410 Log for Pdrsonal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jun 23 2006 11:52AM Last Transaction Date Time Type Identification Duration Pages Result Jun 23 11:48AM Fax Sent 96654470 3:31 4 OK ATLANTIC BEACH,FI, 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032017 Date 1/12/06 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . NEW COMM SRVC 400AMP/208V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ----------------------- ------------------------ TFP ENTERPRISES UNITED ELECTRIC COMPANY OF JACKSONVILLE ATLANTIC BEACH FL 32233 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 ----------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 145 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---------- ---------- ---------- ---------- ---------- Permit Fee Total 145 . 00 145 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 145 . 00 145 . 00 . 00 . 00 d PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL C1TV OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL e J CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032479 Date 3/09/06 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . FIRE ALARM SYSTEM Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ZURICH INSURANCE CO ADT SECURITY SERVICES INC P O BOX 5035 ATLANTIC BEACH FL 32233 BOCA RATON FL 33431 --------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 34 BUILDING-OffiFUL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION �-7 nate: 3 Property Address: < � 1 66 61eq Owner: Z�rc°p�, -I- s,,t• G,o. —' Telephone#: Contractor• OT 7 7 &C�)r- t'`7 !� C Telephone#: Contractor Address: 79'g-( A ll f Fax#: Contractor Signature: In consideration of permit given f9f 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. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑�esidenc:e ❑ Temp. Q- New being done on this building LJ Old G' Commercial E3Signs ❑ Increase Or site,fist the building ❑ Re-wire ❑ Addition �•Ft. ❑ Permit number: Repair Conductor Size: AMPS: COPPER ALUMINIUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed o.too AMPS OVER BELL Appliances TRANSFER Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. I OVER I H.P. PHS V Transformers NO. KVA NO. KVA No-Neon_Transf. Ea.—Sign Miscellaneous � AlAr �Em 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800. Fax: (904)247-5845• http://wx%-rc.ci.atiantic-beach t7 (is Revised 1/04 GEORGE BULL JR. ARCHITECT AR 0004568 1800 SEVILLA BOULEVARD, SUITE 3 ATLANTIC BEACH, FLORIDA 32233 April 11, 2005 Mr. Don Ford Building Official City Of Atlantic Beach City Hall Atlantic Beach, Florida 32233 v Re: Village Office Building D ( Old Famous Amos) 3 7 r- A r c..r,✓rtc �& v'D_ 0 /ti R� Atlantic Boulevard and Sherry Drive 31 5 Dear Mr. Ford, Enclosed are 4 copies of the Fencing, Construction and Demolition Plan on the above captioned project. Mr. Matt Fennell, Claddah Construction, Inc. will be the General Contractor and to my understanding has already pulled the Demolition Permit. I am in the process of finalizing my Contract Documents for permitting and anticipate submittal to the City within a couple of weeks. I u have any problem with the enclosed Drawing please let me know. ruly, rge Bull Jr. TEL: 904-246-4469 FAX: 904-247-2816 GL�DAG� roosfrudovs,'0�. August 15, 2006 Stan Makowski Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 RE: Village Office Building(old Famous Amos Restaurant) 375 Atlantic Boulevard Atlantic Beach, FL 32233 Dear Stan, This letter is in reference to the fire marshal's comments from August 14, 2006. Comments 1 and 2: both are in reference to doors 2 (Rm. 102)and 12 (Rm. 201) respectively. The doors installed in the both of these openings are 1 '/2 hr. doors as specified on sheet A3 "DOOR SCHEDULE". Comment 3: Following my conversation with Alvin Floyd at the JFRD Fire Prevention Department who suggested finding a film for the glass; I was able to locate a vendor for Scotchcal a 3-M window film which meets ASTM E84,has a Class A rating for flame spread and meets the NFPA 101, "Life Safety Code". The Scotchal film will to be installed on openings 24, 25 and 27. A copy of the certificate verifying the installation of the material will be provided to the building official prior to issue of a C.O. If any further assistance or information is required please call me on my cellular phone (904) 813-1728. Sincer_el)r .. 1 REVIEWED Jacksonville Fire Prevention Div. Ma ew F. Fennell AUGPresident,CBC 058367 '2006 cc.George Bull,Architect i I QU EXCEPTIQNS EXCEPTIONS AS NOTED SHEET -1997 America Avenue Jacksonville Beach, Fl 32250 904.24 1.1 12 904.242.9344 Village Office Bldg. Atlantic Blvd. & Sherry Dr. Atlantic Beach, FL Fire Marshal Comments: 1. Provide 1 hr rating for room 102 beneath stairs 2. Provide%hr rating for door 12 3. Provide 1 hr rating for windows 24, 25 &27 4. Please an wer all comments in written summary with revised/clouded plans. Lt. Bob Ratliff Jacksonville Fire&Rescue Department Fire Prevention Division Plans Review Office (904) 630-4789 { City of Atlantic Beach Building f Department Temporary Certificate Of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: September 28, 2006 Owner: TFP Enterprises Address: 375-1 Atlantic Blvd., Atlantic Beach, F132233 Construction Type: Wood Frame Use Classification: Commercial Permit Number: 05-30254 LARRY HIGGINS DEPUTY BUILDING OFFICIAL HP Offlcejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Sep 29 2006 8:02AM Last Transaction Date Time Type Identification Duration Panes Result Sep 29 8:01 AM Fax Sent 92429344 0:31 1 OK Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: q. o? '7. ,0 Contractor Name: Permit#: Property Address: Legal Description- � - 2 1j rja-nn,,�, t�a 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: 1 Required As BuiltOtt q. The following must be,completed beforeissuin " Gate of Occupancy. Department Date led Date Approved Approved By Fire Dept. Public Works q. (a Public Utilities Planning Dept. Building Dept. Final Survey with FFE ❑ Yes [ No All Re-Inspect Fees Paid 5z( Yes ❑ No Graham Shirley From: Walker, Chris Sent: Monday, September 25, 2006 1:57 PM To: Graham Shirley Subject: RE: TEMP CO INSPECTION Sallie here From: Graham Shirley Sent: Monday,September 25,2006 10:13 AM To: Kaluzniak,Donna;Walker,Chris; Deming,James;Carper, Rick; Nodine,Phil Cc: Lanier,Joyce; Matthews,Carlene Subject: TEMP CO INSPECTION INSPECTION: 375-1 ATLANTIC BLVD (LOWER OFFICE) ,05 30254,FINAL TEMP CO INSPECTION,MATT 813 1728 *FIRE SIGNED OFF 9.21.06" 1 G-�,XDDAG� 1,07l1rudols,'�r�. September 26, 2006 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233 Re: Temporary Certificate of Occupancy for 375 Atlantic Boulevard To Whom It May Concern: I am requesting a temporary certificate of occupancy(CO) for 375 Atlantic Blvd. so that the tenants (Prudential Network Realty) may move into the first floor on Friday September 29, 2006. Within the next seven days the sod within the DOT right of way will be installed and the sidewalk on Sherry Drive will be repaired. The construction on the second floor will be completed within forty five days. Within this time we will call for a final CO for the entire project. The owner is aware that if the terms of this temporary CO are not complied with the City of Atlantic Beach can cut-off all utilities to the buildi Please feel free to contact me at any time on my cell phone (904-813-1728) if I can assist you any further with your approval process. Sincerely, 1 Matt ew F. Fennell President cc. Ty Petway(owner) SHIRLEY L GRAHAM Sworn to and subscribed before me thin (D�y of °r; Pubk-Stale of Fbdda ,qty Commission Expines Fab 14,2010 2 d(j •,! `SPC Commission 4 DD 518533 Bonded By National Notary Assn. otary P 3997 America Avenue Jacksonville Beach, F1 32250 904 241.1012 904 242.9344 Graham Shirley From: Graham Shirley Sent: Monday, September 25, 2006 10:13 AM To: Kaluzniak, Donna; Walker, Chris; Deming, James; Carper, Rick; Nodine, Phil Cc: Lanier, Joyce; Matthews, Carlene Subject: TEMP CO INSPECTION INSPECTION: 375-1 ATLANTIC BLVD (LOWER OFFICE) ,05 30254,FINAL TEMP CO INSPECTION,MATT 8131728 *FIRE SIGNED OFF 9.21.06* t ENERGY EC'1JCIENC'1' CODE FOR BUILDING CONSTRUCTION Florida Department of Coni munity Affairs EnergyGauge FlaCom v1.22 FORM 40OA-2001 Whole BuildinIg Performance Method for Coni mercial Buildings Jurisdiction: ATLANTIC LEACH, DUVAL COUNTY, FL(261 100) Short Dese: OFFICE BUILDING Project: VILLAGE OFFICE BUILDING Owner: Address: City: ATLANTIC BEACH State: FLORIDA PermitNo: 0 Lip: 0 Storeys: 2 Type: Office (Business) Grossrlrea: 7925 Class: New Finished building Net Area: 7925 Max Tonnage: 15 (if different, w ite in) Compliance Summary Component Design Criteria Result Gross Enemy Use 89.55 100.00 PASSES Other Envelope Requirements - A PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT .PASSES WATEfR HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from Check List? Yes/No/NA IP1IPORTANT NOTE: An i11P11t report.Print-0111 6.0111 ErtergyGailge PaCom of this design building must be submitted along with this Compliance Report. 10/11/2005 Enci;NGauweFhCom GLCCSB 0.22 I a COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifications covered by this specifications covered by this calculation calculation indicates compliance with the Florida Energy are in compliance with the Florida Energy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section 553.908, F.S. PREPARED :3Y: z::._i --- BUILDING OFFICIAL: �� CJ DATE! l ) '1 jtz�c DATE: S I hereby certify that This b40ding is in corr,pli�nce with the Florida Eoergv Efficiency Code. OWNER AGENT- DATE: GENT DATE: If required by Florida law, I hereby certify (`) that the system design is in REGISTRATION compliance with the Florida Energy Code. No. AUCIII'rEC']' . ELECTRICAL SYSTEM DESIGNER LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: YORGOS GAITANTZIS 5.1213 PLUMBING SYSTEM DESIGNER: YORGOS GAITANTZIS 5.1213 (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 10/11/2005 Enerr yGaug;c FlaCom FLCCSB v1.22 2 Project: OFFICE BUILDING 'I'itle: VIL.LACE OFFICE BUILDING Type: Office(Business) Location: ATLANTIC BEACH, DUVAL COUNTI', FL (261100) (WEA File: JAC Whole Building Compliance Design Reference Total 89.55 100.00 ELECTRICITY 89.55 100,00 AREA LIGHTS 20.78 20.80 MISC EQUIPMT 7.29 7.29 PUMPS & MISC 0.11 0.11 SPACE COOL 15.9 4 26.36 VENT FANS :15.43 45.43 Credits R Penalties (if,tny): 1\,10dilie(I Points: = 89.56 PASSES Project: OFFICE 13LJILDING Title: VILLAGE OFFICE BUILDING T)-pe: Office (Business) Location: ATLANTIC BEACH,DUVAL COUN'rN,, FL (261.100) (WEA File: JAC Other Envelope Requirements Item Zone Description Desi;n Limit Meet Req. SECOND FLO RTU-1 Exterior Roof-Max Uo Limit 0.03 0.09 Yes SECOND FLO RTU-2 Exterior Roof-Max Uo Limit 0.0; 0.09 Yes Meets Other Envelope Requirements 10/11/2005 Ener-,,IyCat e FlaCom FLCCSB v1.22 IJxternal I_.i�;hting Compliance Description Categoi?' Allowance Area or Length ELPA CLP (W/Unit) or No, of Units (W) (W) (S(lt't or ft) None Project: OFFICE BUILDING Title: VILLAGE OFFICE BUILDING 'TN pe: Office (Business) Location: ATLANTIC BEACH, DUVAL COUNTY, Fl,(261100) (WEA File: JAC Lighting Controls Compliance Acron?vm Ashrae Descriotion Arca No. of Design Min Compli- IU (sq.ft) Tasla CP CP once WI 26 ' Offices(Pa1-titions>4.5 ft below 4,011 1 5 5 PASSES ceiling) Enclosed offices, aft open plan offices without partitions 102 21 Lobb�v (General) -Reception arui 1=47 1 2 2 PASSES Waiting 103 13 Toilet and \Vashroom 137 1 2 2 PASSES 104 13 Toilet and Washroom 171 1 2 2 PASSES 204 26 Offices(Partitious>4.5 ft below 26.1 1 2 2 PASSES ceiling) Enclosed offices, all open plan offices withow partitions 202 26 Offices(Par1itions>4.5 ft below 261 1 2 2 PASSES ceiling) Enclosed offices,all open plan offices N0110ut partitions 203 26 Offices(Pa1-1itions>4.5 1•t below 333 1 2 2 PASSES ceiling) Enclosed offices, all open plan offices without partitions 204 26 Officcs(P11-titions>4.5 ft below 363 1 2 2 PASSES ceiling)Enclosed offices,all open plan offices without partitions 205 2 Corridor 587 1 2 2 PASSES 206 35 C'onunon Anvil.v Areas 461 1 2 2 PASSES Conference/Mecling Room 207 10 Recre,ition/Lounge 263 I 2 2 PASSES 208 26 Offices(Partitio11s>4,5 ft below 234 1 2 2 PASSES ceiling)Enclosed offices, all open plan offices willhout partitions 209 47 Storage c -Material 428 1 2 2 PASSES 1-landling 211 13 Toilet and Washroom 11.8 1 2 2 PASSES 212 13 Toilet and \-Vasha•oom 149 1 2 2 PASSES PASSES 10/11/2005 EnernGauge FlaCom FLCCSB 0.22 4 Project: OFFICE BUILDING Title: VILLAGE OFFICE BUILDING Type: OI'ficc(13(isincss) Loc aIion: ATLANTIC 13EAC11, DUVAL COUNTV, FL(2 61100) (\VEA File: JAC System Report Compliance AI-IU-I System I Constant Volume Packaged No. of Units System 1 Component Catc;ary Capacity Design Eff Design IPLV Comp- t- Criteria IPLV Criteria Hance Cooling SYstenl Air Cooled 135000 to 9.30 8.50 8.30 7.50 PASSES 76000013111/11 Coolino Capacit� Air Handling Air Handler(Supply) - 0.80 0.80 PASSES S'slenl -Suppl), C011SMIM Volume WIT-I System 2 Constant Volume Packaged No. of Units System I Component Category Capacity Design Ell' Desitin IPLV Comp- EI-1' Criteria IPLV Criteria Hance Cooling SN'stom Air Cooled < 65000 [3111/h 9.70 9.70 8.00 PASSES Cooling Copacit. Air Handling Air Handler(SupplF') - 0,80 0.80 PASSES Syslcm -Supple Constant Volume RTU-2 System 3 Constant Volume Packaged No. of Units System I Component Cate orv Capacity Design Eff llcsign IPLV Comp- Eff Criteria IPLV Critcri,i liunce Cooling S��slcm Air Cooled < 65000 E(11/h 9.70 9.70 8.00 PASSES Cooling Capacity Air Handling Air H:mciler(Supply} - 0.80 0.80 PASSES System -Supple Constant V0111nu SSES 10/1.1/20o5 EncrgYGau«e �, mac. CI<iCom FLCCSI3 0.22 5 Plant Compliance Description Installed Sizc Design Alin Design Klin CalegorN No Elf Eff IPLV IPLV Comp Hance None Projec(: OFFICE BUILDING Title: VILLAGE OFFICE BUILDING T)pe: 0111ce (Business) Location: ATLANTIC BEACH, DUVAL,COUNTI', FL (2611 0()) OVEA Fila: JAC Nater Heater Compliance Description TN pe Calegor� Design Min Design Max Comp Eff Eff Loss Loss liunce 1V,ttcr fica(cr 1 Storaulc Water Hater- <=120 [gal] & <= 0.97 0.89 PASSES Electric 12 [k W] Water Heater 2 Storage \Vater Heater- <=120 [gal] & <= 0.97 0.88 > Electric 12 [I:WPASSES � PASSE Pipinol System Compliance Categor�� Pipe Dia Is Operating Ins Cond Ins Req lits Compliance Jinchcs) Runout? Temp [Btu-in/hr Thick [in] Thick [in) I I'] SF.F] �— None 10/11/200' Enerng-Gau ,�, �,c flaCom I'LCCS6 N1.22 6 Project: OFFICE BUILDING Title: VILLAGE OFFICE BUILDING f}'pc: Office (Business) Location: ATLANTI Other Required Compliance Catc:or!' Section Requirement(write.N/A in box if not applicable) Chccic Infiltration 404.1 lnfilUratiort Criteria have been mct (-X S�steni 407,1 HVAC Load sizing has been performecl Ven(il,ition 409,1 Ventihfion criteria have been met ADS 410.1 Duel sizing and Design have been performecl T&. B 410.1 Testing and Balancing Neill be performecl Electrical 413.1 Metering criteria have been mct Motors -414.1 N'10101-efficiency criteria have been met � J Lighting 41 5.I LiZ h 11 criteria have been met v O& N1 102.1 Operation/mainlenanC manual will be provided to o��ner Roof/Coil 404.1 R-19 for Roof Decic Nvitli supply plenums beneath it Report 101 Input Report Print-Out from EiiergyGouge FlaCom attaclhecl? ](,)/1 1/200 Ener,,yGaur,e FlaCom FLCCSB x1.22 7 FF 11 El 7 0 r O _ a. r� 0 0 o w W 2 m U U U z LLI i � O v J �' ❑ ❑ El El ❑ ❑ ❑ ❑ ❑ ❑ ❑ N rl N rJ f^� rq �' r ��1• N F^ fr•, 1 :J N N U U N L Ln fJ Q p O O V A o _ oT 4 o E n n op Ln O v ori r r Vn pCt aQj CZ U v of - .. 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N M i U pj f� U f^ zeq i Village Office Bldg. ✓ , Atlantic Blvd. & Sherry Dr. Atlantic Beach, FL Fire Marshal Comments: 1. Provide 1 hr rating for room 102 beneath stairs 2. Provide 3/4 hr rating for door 12 3. Provide 1 hr rating for windows 24, 25 &27 4. Please an wer all comments in written summary with revised/clouded plans. Lt. Bob Ratliff Jacksonville Fire & Rescue Department Fire Prevention Division Plans Review Office (904) 630-4789 ��5 U Cod ,\11•� bap, ty All -rrw-s 15T (loon �. /z a4 CoV Ee !l A/I 1/ADES C?n h �/eo r . �. / 7. 440 t' '�' Certificate of Occu ancy Q PERMIT WORKSHEET �� p b Job Address: �;L VdI Type Work: Property Owner: r i Phone # Contractor: c�'�`� Phone # Permit#: 3c�z5Date Issued: 5 -15 o S - `-�- Tree Permit# Foundation Permit# Demolition Permit# J aap BUILDING ELECTRIC # 7 MECHANICAL # �� PLUMBING # 09 2 Tem .Power# Footing JEA Release Date Temp. Power Slab `7 _ Letter Rec'd. Underslab P0.o- q I I� Tie Beam R 3 p d! Temp Pole# �� d 93 Y. Lintel JEA Release Gas Piping lq Date 0& 33& 7f Nailing/ o Water/ Sheathing /' lU Sewer Rough/ Framing Rough Rough Topout Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final Q p JEA Release Date (r 0 n C��,1'� �1`Ai�.S' - J/• �/0.�� o2nD lux ss - ff 2-1. 06. DraiCon �1 I Co V�(>�f IST FI r 2.,42- 067 Poonspecti n Steel Final b�\� Elec./Grounding Final RooInsp Nailing/Sheathing Final Fire Date Paid: [ CITY OF ATLANTIC BEACH SICNPERMIT APPLICATION Date: A Please submit(2) complete sets of plans with application. Job Address: _MV0qW_bW4 — Owner's Name: Address: So L '62-233 Phone: Legal Description: Block Number- of Number: Zoning District. Contractor: C-i-400,464 State License Number: (106-C'S(F367 Address: 3 —Phone: IoV City: /fir, ,l. ._State: oC(- Zip: Fax: 17o� ,Lyz/3— Electric Permit Required? aYes- [tNo *Elec *cal Critra . 14. 69 qtor:R01vi/_&�, ��COL;:J W 1 Dimensions and total square footage of sigri:S-1 Please provide two(2)copies of application and the following required information: I. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of-ways. For Wall, Fascia and other types of Signs, include elevation drawing showing locition in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office,businoss or storefront,or entire building,as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Reach Municipal Code. I hereby certify that all info tion provided with this application is correct, Date: Signature of Owner: I hereby certify that I have read and examined*is application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of wo*will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate ori cancel the provisions of any federal,state or local rules,regulations,ordinances, or laws in any manner, including the governing I of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent uppn 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: 300 Sem' ole Road -Atlantic Reach,Florida 32233-5445 Phone: (904)247-14,r0 - Fax: (904)247-5845 - bttp://www.ei.atlantic-beach.fl.us Page 1 Reviwd 1/30/03 Address and contact information of person to receive all correspondence regarding this application(please print). n 1 Name: --/C) Mailing Address: Phone: � ( �� • ��_+ _ _ _ __--- Phone: q��l_C'L� AlFax:_- _ _E-Mail: -71 (Q2. AS TO OWNER: a Sworn to and subscribed before me this_ _,�1 (S� day of J '1 J� �,20 no State of Florida,County of Duval Notary's Signa dY•u Notary Public ate of Florida t;i KeBi t augh Personally known My Commission Dp452969 < Produced identification cr�o Expires 0712012009 Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this r5 day of ,20j. State of Florida,County of Duval Notary's Signature: Notary Public State of Florida ersonally known glh FaUgh o M,;Co ,mission DD452969 oduced identification Expires 07/2012009 Type of identification produced 800 Sew4ole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-SSDO Fax: (904)247-5845 . http://www.ci-atlantic-beach.n.us Page 2 Revised 1/30/03 CITY OF ATLANTIC BEACH y 800 SE MOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 s .�'� rxi1tr Application Number . . . . . 06-00032923 Date 5/18/06 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . SIGN 50 SQ FT OF DISPLAY Application description . . . SIGN PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------------------- --- ----------- ------------- PETWAY CLADDAGH CONSTRUCTORS, INC. 3997 AMERICA AVE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-1012 ---------------------------------------------------------------------------- Permit . . . . . . SIGN PERMIT Additional desc . . Permit Fee . . . . 245 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 245 . 00 245 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 245 . 00 245 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT L. Hi d 1 s� 800 Seminole Road . Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q(p - 32-q23 Property Address: ` /J / �a`�77 C ��✓G" Applicant: Project: T7 rmit application has been: Approved Reviewed and the following items need attention: OA a Q t c0 � atr l � " r 1 60- I c-u -4 x C. . �` n 77- A-12 rdqn Please re-submit your application when these items have been completed. Reviewed By: Date: =tG ( Date Contractor Notified: (4, �1 LF�� CITY OF ATLANTIC BEACH cc: s r. r � BUILDING/ZONING DEPARTMENT L. Hioci r� 800 Seminole Road ,•� - .Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS 'Ca � l Permit Application # - 3 ?- Property Property Address: /J / �GZ`�7-17-6 ��✓G' Applicant: ( il A!1 �1��1i (�G71�%R Ally Project: This permit application has been: ❑ Approved Reviewed and the following items need attention: P� HL ` t c A h,t r l CU n! �-7 Please re-submit your application when these items have been completed. r Reviewed By: L64= L - Date: =41-4, -a Date Contractor Notified: 6'd 9689-LtiZ-b06 swe;sAS uol;ew.iolul d99:Z0 90 9L AeA HP OfficeJet 7410 Log for Personaf Printet/F,ax/Copier/Scanner Information Systems 904-247-5845 May 15 2006 2:56PM Last Transaction Date Time Type Identification Duration Paces Result May 15 2:56PM Fax Sent 92429344 0:37 1 OK CITY OF ATLANTIC BEACH (: SIGN PERMIT APPLICATION Date: Please submit(2) complete sets of plans with application. Job Address:SIS Owner's Name: ?EWA*+. A Address: 44K._—_ FL 3 Phone: •""' t Legal Description: Block Number: _ Lot Number: Zoning District. Contractor: C t_r4t7V#G .z State License Number: _ C-act oS"Lf 3 6*7 Address: 1 � ltcPhone: `% � � �/-iii __ ` � i3-l 7Z City: T A cls S otiyi 1& State: �_Zip: Fax: _Jo,- 2-se z- cmc Electric Permit Required? ( Yes* [ No ` *Elec 'cal Coo gtor: v , Dimensions and total square footage of sigh:5; x •�� V'0n Please provide two(2)copies of application and the following required information: 1. For all Freestanding Signs, include surwvey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of-ways. For Wali, Fascia and other types of Signs, include elevation drawing showing locaition in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office,busin#ss or storefront, or entire building,as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required W Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all infi ition provided with this application is correct. , Signature of Owner: 1 •� ___.._ .Dau: — I hereby certify that I have read and examined this application and know the same to be true and correct. Ail 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 orcancel the provisions of any federal,state or local rules,regulations,ordinances, or laws in any manner, including the govemingpof construction or the performance of construction of the property. I understand that the issuance of this permit is contingent uppn 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._ - -�1l 1� mate:^ �L7�y C 800 Sem ole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5100 1 Fax: (904)247-5845 - bttp://www.ei.atlantle-beacb.fLus Page 1 Rexised I130103 Address and contact information of person to receive all correspondence regarding thisapplication(:please priiant). Name: , — Lo rw ____ �e�Ecli� Mailing Address: — iso Phone: � gal afZ,2 -jj Fax:�q.Z2a- &Mail: __.---•-.•_--- 71 (Q2. AS TO OWNER: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signa – —-- - --- rNotary Publw State of FW& KOH Paugh Personally known Commission Dpg52969 ❑ Produced identification ?0i 1.10�r Expires 0712012009 Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of State of Florida,County of Duval Notary's Signature:E-, Nntary public State of Fbnda ❑ ersonally lrnown M;Co:�miSSionDD452969 oduced identification o' t xpn�s 0712012009 Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-SODO Fa:: (904)247-5845 - http://www.cLatlantle-beach.fl.us Page 2 Revised 1/30/03 CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT D. Ford s� 800 Seminole Road Doerr J r .- < Atlantic Beach,Florida 32233 "J131�, (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # d 7--92-3 Property Address: lff/01`77-hC EIV01 Applicant: Project: This permit application has been: Approved F7 Reviewed and the following items need attention: Please re-submit your application wh these items have been completed. Reviewed B3'• Date: Date Contractor Notified: CITY OF ATLANTIC BEACH . =J 800 SEMINOLE ROAD ATLANT C REACH FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033678 Date 8/11/06 Property Address . . . . . . 375 SUITE 2 ATLANTIC BLVD Application type description PLUMBING ONLY Property Zoning . . . . TO BE UPDATED Application valuation 0 ------------------------------------------------------------------------ Application desc irrigation ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- KEITH ROBINSON IRRIGATION 14580 HAREWOOD COURT JACKSONVILLE FL 32258 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/07/07 ---------------------------------------------------------------------------- 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 PERWf IS APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA MMMT VG CODES. CITY OF ATLANTIC BEACH U yr PLUMBING PERMIT APPLICATION Date: —\ O (p Property Address: (� d�,��.g r1 C 1 y t7 G( wi f 2- Owner:C_hq .Owner:Cha AAaS� Telephone#• Contractor: I Telephone#: z Z - 01 Z d Contractor Address: 114 SSO N of C-ew ooh ci Fax#: Contractor Signatur • 1 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. 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, Cd/ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road s Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904)247-5845. http://www.cl.atiantic-beach.fl.us Revised 1104 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PRONE LINE 247-5826 Application Number . . . . . 06-00033573 Date 7/31/06 Property Address . . . . . . 375 SUITE 2 ATLANTIC BLVD Tenant nbr, name . . . . . . IRRIGATION Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CITY OF ATLANTIC BEACH ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/26/06 Valuation . . . . 0 Expiration Date . . 1/23/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 550 .00 WATER CONNECT/TAP & METER 560 . 00 WATER CROSS CONNECTION 35 . 00 ------------------ ------------------------------------- --------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1145 . 00 1145 . 00 . 00 .00 Grand Total 1145 . 00 1145 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Graham Shirley From: Kaluzniak, Donna Sent: Tuesday, July 25, 2006 3:13 PM To: Graham Shirley Cc: Brugman Kern; , Carlene; Lanier, Joyce; Walker, Chris Subject: RE: 375-1 Ar 1325-2 At ntic Blvd Shirley, it should be: Meter&Tap- $560 �ty� Cross Conn. - $ 35 Capital Imp. - $550 Total: $1145 Thanks, Donna I From: Graham Shirley Sent: Tuesday,July 25,2006 8:58 AM To: Kaluzniak, Donna Cc: Brugman Kerri; Matthews,Carlene; Lanier,Joyce Subject: 375-1 AND 375-2 Atlantic Blvd Importance: High Donna, They are ready for an irrigation meter(1 inch)can you please give me a price? Thanks Shirley i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j . ATLANTIC BEACH, FL 32233 It , INSPECTION 'HONE ,INE 247-5825 Application Number . . . . . 05-00030193 Date 4/26/05 Property Address . . . . . . 375 ATLANTIC BLVD Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ TFP ENTERPRISES UNITED ELECTRIC COMPANY OF JACKSONVILLE 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . OH TEMP POLE 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. ar ., LL' r BUffijPWbF,F1ftAjL e -7- 1395 y CITY OF ATLANTIC BEACH s ELECTRICAL PERMIT APPLICATION A� Date: Property Address: Owner: T F P (\terlp -l/;s e s Telephone#: a��- 101 Z Contractor: AA/)� t J E1;(4r L CO Telephone#•-731 - V a 1,:7 Contractor Address:S 1 I L S }, I}vA vS�1� Tpay • Fax#: 53 H 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. Building: Building Type: ❑ Trailer Service: if other construction is ❑ New ❑ Residence 'X Temp. Cl New being done on this building Old Commercial ❑ Signs ❑ Increase Or site,list the building Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or Ic Breaker AMPS G C) PH W 3 VOLT -290 WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN D-30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V VER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.—Sign Miscellaneous SL' 7eiJ'7 ,4' J6 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD * ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032654 Date 3/31/06 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . INSTALL 3 CU & 1 AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ TROPIC HEATING & AIR 1068 KINGS ROAD NEPTUNE BEACH FL 32266 (904) 241-1788 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 235 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 235 . 00 235 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 235 . 00 235 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL ' CITY OF ATLANTIC BEACH MECHANICAL PERMIT AP LICATION Date: 3 (� Property Address: 375- Owner: ?5-Owner: T F P e%'4t r`i s Telephone#• Contractor: Telephone#:`Zy Contractor Address: 1() Fax#: 2 -7 f-7 2 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 oodpractice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: m/Electric ❑ Gas: _LP _Natural _Central Utility p 5' DDD D.Z Sr/ ❑ Oil 3 ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Ck"eat _Space _Recessed Central _Floor L3 Residential p,'Air Conditioning: _Room Central ❑ Duct System: Material Thickness 01�-Commercial Maximum capacity cfm C3 Refrigeration New Building ❑ Cooling Tower:Capacity gpm ❑ 'Fire Sprinklers:Number of Heads O Existing Building ❑ 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 15- L aZ k e 05Lv L HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 4f, UL 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 a Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revised 1704 ' - CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033169 Date 6/23/06 Property Address . . . . . . 375 SUITE 1 ATLANTIC BLVD Tenant nbr, name . . . . . . EARLY POWER Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- ---- - - --- -- - - - - - -- - --- -- - - - - -- - - - - - - - --- --- --- TFP ENTERPRISES UNITED ELECTRIC COMPANY OF JACKSONVILLE ATLANTIC BEACH FL 32233 5716 ST . AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 - - - - -- - - - - -- - - - - - - - --- - - - - - -- - - - - -- - - - - - - - ------------ ----- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . 6/06/06 Valuation . . . . 0 Expiration Date 12/03/06 Fee summary Charged Paid Credited Due -- - - -- - - - - - - - - -- - - - -- - - - - - - - - - - -- -- - - - - - - - --------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t rS�u`l rfy�. S '} CITY OF ATLANTIC BEACH is1 800 SEMINOLE ROAD +� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J Fel Application Number . . . . . 06-00033347 Date 6/23/06 Property Address . . . . . . 375 SUITE 2 ATLANTIC BLVD Tenant nbr, name . . . . . . EARLY POWER Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - - - - - -- -- -- - -- - - - - - - - - -- -- - -- - - -- - - -- - -- - ------- TFP ENTERPRISES UNITED ELECTRIC COMPANY OF JACKSONVILLE ATLANTIC BEACH FL 32233 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 - -- ---- -- - ------- --- --- - - - - - - - - -- - - - -- -- - - - ----------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 6/23/06 Valuation . . . . 0 Expiration Date 12/20/06 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. UNITED ELECTRIC CO. OF JACKSONVILLE 5716 ST. AUGUSTINE RD JACKSONVILLE, FL 32207 (904) 731-4210 May 26,2006 Inspection Department City of Atlantic Beach 800 Seminole Rd Atlantic Beach,FL 32233-5445 Project Name: TFP Enterprises r Address: 375 Atlantic Blvd Permit#: 05-00030193 Dear Sir: We respectfully request a temporary finial inspection. We will be responsible for anything that may occur due to the energizing of the service prior to the certificate of occupancy, and the approval and completion of the job. Z s trulyE. Gnffin,Jr. United Electric Co. of Jacksonville Sworn and subscribed before me this 26th Day of May, 2006. (Notary Public) My Commission Expires: April 23, 2010 BRENDA K W,^ MY COMMISSION M Do 543307 EMFIES:ApN 23,2010 '�tti ' Bonded ThuNobyPuDfKUnOenenn.5 TO'd OT:ZT 9002 9Z fiPW TT S-TU--b06:Xpd '00 OI2110313 GMINn < w CITY OF ATLANTIC BEACH $00 SENIINOLE-ROAD ATLANTIC'BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033169 Date 6/06/06 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name . . . . . . EARLY POWER Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ TFP ENTERPRISES UNITED ELECTRIC COMPANY OF JACKSONVILLE ATLANTIC BEACH FL 32233 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 .00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED_ ONLY iN ACCORDANCE WITH ALL crry OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES .-HP Offlcejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jun 23 2006 11:22AM Last Transaction Date Time Type Identification Duration Pages Result Jun 23 11:19AM Fax Sent 96654470 2:57 3 OK -kP Ofncejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jun 21 2006 8:04AM Last Transaction Date Time Type Identification Duration Pages Result Jun 21 8:03AM Fax Sent 96654470 0:47 2 OK `HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jun 23 2006 11:26AM Last Transaction Date Time Type Identification Duration Pages Result Jun 23 11:26AM Fax Sent 96654470 0:34 1 OK Graham Shirley Subject: INSPECTION: 375 ATLANTIC BLVD SUITE 1 AND 2 , EARLY POWER, MATT FENNELL Start: Tue 6/20/2006 11:30 AM End: Tue 6/20/2006 12:00 PM Recurrence: (none) PASSED LJH 6.20.06 1 NOTIFIED JEA JJ\. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 .ri JF3��r Application Number . . . . . 06-00033350 Date 6/30/06 Property Address . . . . . . 375 ATLANTIC BLVD Tenant nbr, name NEW COMM 400AMP/208V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------ --- -- ------ --- ---- ----- - - ----- -- ---------- UNITED ELECTRIC COMPANY OF JACKSONVILLE 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 -- - --- - --------- -- - -- ------- ------- (904) 731-4210 Permit ELECTRICAL PERMIT ---- ------ ---- ---------- Additional desc . . Permit Fee . . . . . 00 Plan Check Fee Issue Date . 00 6/23/06 Valuation 0 Expiration Date . . 12/20/06 - ----- -- - ------------ -- -- -- - -- -- -- ---------------- Special Notes and Comments HM METER/FOR PARKING LOT ONLY Fee summary Charged Paid Credited Due -- - -- ---- ------ Permit Fee Total . 00 . 00 . 00 . 00. 00 Plan Check Total . 00 . 00 Grand Total . 00 . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES.