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Permit 600 Levy Rd (vault folder) 108ADDRFSS TYPE WORK , PROPERTY OWNER �a �� -, �C ONE 4 r? ?- CON T MONJ ft Q �TRACTOR �(,�-+�.� CC! t_ - PERMIT NUAMER `� DATE v� +d • a(sa a- INSPECTIONS: FOOTING ;Q . ,(, Cj- SLAB Q - 20 a TIE BEAM l.k L,�vTZL yI1� 02 N� c FKAMWGICOVER UP MULATION - 3 FINAL BUILDING CERTIFICATE OF OC AN FT" CTRIC4L PERMITS /(a d `¢Q f b r?Cf (o J INSPECTIONS ROUGEr FINAL • I - 149s� MEGE!ANICAL PERMIT# INSPECTIONS ROUGE FINAL PLUMUNG PERMM �►R0 q LVSPECTIONS ROUGH/UNDER SLAB TOPOUT WA FINAL k k 4 • 0S' �60 340 NOTES• c�c�i c1 sz ��341 3,p5 a y I Ras �0.1\1 1�� o3'ar- aoba 1� CITY OF ATLANTIC BEACH r, 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 rJ � t� Application Number . . . . . 02-00024987 Date 10/10/02 Property Address . . . . . . 600 LEVY RD Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------------- -- -------- ----- ------------------- SUNRISE WORSHIP CTR INC W.W. GAY MECHANICAL CTR. 524 STOCKTON STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32204 (904) 387-7915 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . INSTALL NEW HVAC IN ADDITION Permit Fee . . . . 99 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 99 . 00 99 . 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 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATL. NTAC BEACH. F1 OUDA 7=3 APPLICATION FOR iviEMkNICAL FBIt.IINIIT &TORTANT-Applicant to complete all items in sectiam !, II, ul;arnd N. I. Street Address: O LOCATION OF Intcrseetatg Streets:Sct.ween J And MW-,' �(�x BUILDING Sub-division S 100• Lo S 1="b ti• INDENTIFICATIOY-To be cam leted by all a licattts, In Walideratwn of permit area for doing the work as des abed in the rbove StatamarA we hereby ng<ee to perform said worse in ueaordancc with the mmuhed plans acid spccl6atiunS which meta pari hercufaud LA uwrdaaett with the City OCAtlaoth;54M,:h ordinances and standards of ood pia�..tiar listed theroin. Nano of viechaaicai t Contnarors fi 1A\� Q Contractor Frint) W'�' ` �° C Master j p� d ` O Name of Property (Z„Cj ,R4i4atP Ck,4' IN�t Pc7(-AIVti Owner Signature ofowner SiPoArra of OrAuthon--dAgerit chitect nr Ert 'neer III. GENERAL INF A O A TY�tofhcstiogCucl- B• Lel Electric IS OTHER CONSTRUCTION 3 DONE ON THIS Q Gan; _.,LP _Namral Centred Utility BUILOWC Ott SCrW `( $ a Oil .� .O Other–Specify IF YES.GLUE NVMBEROF CONMUCnork! IV IVIECBANICAL EQUIPMENT TO BE NATURE OF WORK XNSTAI.LF,DQ✓ ����t or Cammetehtl . 07 New Building (protide vomplcte list of compuaeats qn bads of this form) Q E,rtistieg Building Fleet -_Space —Revesaed ✓CcutrstlCaahallOW Q Rep(ac.ameot of e.Iisckg system Aar Conditioaintt Room ✓ T Now installation(No bystcm previously irtawed) tY Duct System: l�tsteriai OJd{6c � 7hiaknass,�� (� F–uension or add-on to ctcisart6 xystcm _/ Marimum capacity 04 dm a Other. Specify tY Acd'lgerarion O Coaling tower: Capacity __ wpm O Fire sprinklers: Nunsh.r of heads TIM SPACE FOK DF1:ICX.USLr ONLY Q Elevator; Nlanlid_Estalator (Nurnbur) (keceivrrf) 4 Gasoline pumps (Number) 0• Teaks {Yurnber) Remarks C LAG watainers (Number) d Unfired pressure vcnrel )*eresit Approved by D■rs ' O Bolters . a ether-5pacity . Yerroit Fee L15T ALL E UIPNIENT AIR CON ITIQNiNG AND FZMGERArLQN EQUIPMENT Numbcr Units Daeripdon Mabel Number .Manufaettrrer Capacity Approving ons Age ir�i M Cel. -3 •\ 7Na��f��r, HEATING–FURNACES.BOtl.M,RkEFLACl S Number Uniu Description Model Number Ivtannfhxurer Capocity Approving YN Agefty TANX3 How Many Nominal Capacity Type L*i4 Name of Saint Appro+in. Aad Dimension Cuaminod Manut'scturw No. AYencv Cit of kustia be& IMCM "0 hourilum 21W ar rows w MUM l81fIl 1 9".0 TWiv dil 2935 Mw TOW qd wo Tow Mnwt M.N Timm &U,. 1l11SHQ Tim: 11:2Mq CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24193 Address: 600 LEVY ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work:. INCREASE Township: Range: Book: Proposed Use: CHURCH Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/04/2002 Name: SUNRISE WORSHIP CENTER Total Fees: 36.00 Address: 600 LEVY ROAD Amount Paid: 36.00 ATLANTIC BEACH, FL 32233 Date Paid: 6!04/2002 ,,,(904)477-1515 Work Desc: ESS200AMPS-300 R, F Cl A FOR ROOM ADDITION CONTRACTORS ATION FEES BILL THOMPSON ELECTRIC36.00 MW x'S i ^u .t ` g�Trl Ww � � " w��x�m�" �,• a'�` ""a, �,, i ..��•wd��Z4sx� raa� ���„' � ��f«�ria ��t� F �s .� '� '" 4 � 4 a xxeu w-PFn Y� " 4a a ' rt* Pll NOTICE I _,.,.ID§PECTION BUILDING MATERIALM $ ET FRA T kC M> ST1pT;B EB 1iIBLIC SPACE, AND MUST BE.CLEARED L '. :; L.. ," 11trf ,,: .'. T QR; .. . ? ` �M x f « "FAILURE TO COMPL T IN THE PROPERTY OWNER PA )C [ x ISSUED ACCORDING TO APPROVED MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIC3 opw:.DBI " Type: OC Drawer: Det*: 6/16/4!?' 0 Receipt m: 14 pFD1TS-MI6DING 1 436. NiN11t�1??11M AT IC BEACHll-DING T- 644 LE9y N Q cow 3632 166. TIS iaw: 6/15!12 Tim: 9:51:14 Ae� �� 1Z3 X41 CITY OF ATLANTIC B ACH, FL IDA APPro"dby APPLICATION ICOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �Z- IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HERESY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. BILL TRTC C0,TRC% P. 0. BOX 33x150 / _ ATLANTIC BEACH, FL 32233 0150 ��p�W E - � ELECTRICAL FIRM: MASTER ELECTRICIAN IGNA RE ,JOURNEYMAN NAME _ ADDRESS: �'P� RFD -BOX BLDG.SIZE BETWEEN: RES.( ) AFT. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ) LD REW. ( ) t�001T�ION� TRAILER 1 1 TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE REPAIR ( ► FEE. CONDUCTOR SIZE J � AMPS COPPER ALUM. ITCH OR BREAKER AMPS PH OLT Z-RACEWAY EXIST.SERV.SIZE AMPS PH W VOLTI RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL _ RECEPTACLES 8 CONCEALEDj.____ OPEN TOTAL O.JO AMPS 31-100 AMPb_j. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED I0.100 AMPS. OVER APPLIANCES --[BELL 7RANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS N.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MIS ELLANEOUS ! p TRANSFORMERS: UNDER 600 V. OVER 60O V. 04/05!02 FRI 10:10 FAX f�j001 DEAN RUSSELL CONSTRUCTION INC. 384 15TH AVENUE SOUTH ja M ELx. ,JACKSONVILLE BEACH, FL. 32250 GontavetiomCompany 241-3334 FAX 241 2028 � Q Phone: .� From: Dst°_ I`` 1 (ley Re: c���Q� '1����,�.� Pages; O For Review C]Please Comment O Please Reply 13 Plass RWAO Time: q• � �t�rn- Day; �_ Jnl3okl RECf.7.,qVE0 k Mti 04/05/02 FRI 10:11 FAX 1� 003 04/04/120012 16:19 745-1353 REPSTROM 043INEFRD6 PA43E 02 �;NGINCIC-RING. INC. Structuraf [-:-neineering - Cert of AutL 00009605 April 4, 2002 Mr. Tom Norman, A.I.A. Ebert Norman Brady Architects, P.A. 1361 13th Ave South, Suite 230 Jacksonville Beach, Florida 32250 Re_ Sonrise Worship Center Jaclrsonville, Florida Door Mr. Normon, I urn writing in respon-m to your recent font and question. The fax concerned the attachment of the roof trusses on top of the block wall at the addition to the Sonrise Worship Center. The proposed connection used a double 2X8 nailer bolted to the top of the wail with 1/2, diameter anchor bolts at 21' on center, with the trusses attached to the niters with Simpson H8 and H2.5 hur-;cane clips at each truss. The original hurricane clips were one,HETAL16 of each truss. Tlue original scheme provided 1365 pounds cif uplift capacity. The proposed scheme provides 1035 pounds of uplift. In reviewing the shop drawings, the maximum uplift indicated is under 800 pounds,therefore the proposed connections will be adequate. Please call if you have any questions. I hope chis hos boon helpful. 0'r� r_ JL 0 FV Rtcham'M. lam,•P. E. '•�, +� �hr+nsN"'r Fl. P.E. VC451 A. copy to Dean Russell '7710 f2ogem R•>,J 0 jjckowik F—Iv 40 37211 ' P"? 004-AS1710 ' fm gcu4-745-1393 04/05/02 FRI 10:11 FAX Q002 04104/1200*2 15:19 745-135; REPSTROM EW-&EEFRI1,* PAGE 01 r FAX TRANSMITTAL RENSTROM ENGINEERING, INC. DATE_ 4- 4-2 TIME: 4:7PM SEAL-ALL INSULAnON 2710 Rogero Rous Jacksonville, FL 32211 RE: Sonrise Worship ph 904-745-1710, 745-8199 fox 904-745-1:353 ,i% TN- Dean Russell TO: Dean Russell Construction, Inc. 384 15th Avenue South Jacksonville Beoch, Florida 32250 FAX NUMBER- 241 --20?.8 Number of sheets being sent including this transmittal: 2 REMARKS. Good Afternoon, Following is my letter on the connections you proposed for the roof trusses. I hove mailed YOU a hard copy also. Please toll if you have any other questions_ SIGNED RICK REH$TROM RENSTROM ENGINI;- ;RING, INC. Structural E—ngineering - Cert of Autk 00005605 April 4, 2002 Mr. Tom Norman, A.I.A. Ebert Norman Brady Architects, P.A. 1361 13th Ave South, Suite 230 Jacksonville Beach, Florida 32250 Re: Sonrise Worship Center r Jacksonville, Florida r Dear Mr. Norman, I am writing in response to your recent fax and question. Tt, ocerned the attachment of the roof trusses on top of the block wall at the addition to tr. jonrise Worship Center. The proposed connection used a double 2X8 nailer bolted to the top of the wall with 1/2" diameter anchor bolts at 21 " on center, with the trusses attached to the nailers with Simpson H8 and H2.5 hurricane clips at each truss. The original hurricane clips were one HETALI 6 at each truss. The original scheme provided 1365 pounds of uplift capacity. The proposed scheme provides 1035 pounds of uplift. In reviewing the shop drawings, the maximum uplift indicated is under 800 pounds, therefore the proposed connections will be adequate. Please call if you have any questions. I hope this has been helpful. Sincerely, s Richard M. Renstrom, P. E. Fl. P.E. 37061 copy to Dean Russell ?710 Rogero Roca * Jacksonville, F—Iorda 3??II * pkone 904-745-1710 * fax 904-745-1353 >_ 1 R.;, .f �,.:, .- �1►�����►•:ti;f�;�T'�tL'�fl�/i��T'�1T�T-�Tr1i�/1�1r't1�'lir�i<����dT�16'r�T�tl°r�T'�T�aEf��CIT`�?6�8i��T��1�1R:��1�T��a�►(T��I�t:►►li-�3f'r e.o n %.Xrtif irate of iffame a RI GtSTFUD ISSITE) M z °. (� !,"FLICATIOffDofp Werk Performed F ,r,►rCFP1I V0. G R AN I TE VI L L7 Cat-f fflY GRAI NTE I VUE °•,,,*►'dot:' Sr)!JT!i CAPOLIHA :. a This is fo certify that the materials described on the reverse side hereof have been flame- retardant frenfed (or are inherently nonfiammame). T11E ASTR!JP COt•IPANY 2937 '.-.'EST 25T4 FOR -- — ----- -- t 7- ---- -------- --- CITY • CL!--VELAfiD S1ATE_.-- 0K1L04L;II3 ---- Certit"3co0on is hereby made that: (Check: heir or "b") (a) The articles described on the reverse side of this Certificate have been treated with a flnme-retardant �) chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the `-' State F;re Marshal. Mame of chemical used...................................._.-. Chem. Req No............... ;' rfnflplication..... .............................. ...................................... ---•- - ..._-._-_--•----...- (b) 7hc nrlidrs described on the reverse side her-of are made from a flame-retistorit f4t i- or material repi0-!r^J rand approved by the State Fire Wirshal for such use. !rr• i r• ,nc of flame-resistant fabric or maIv,** it used..GAL--A.-FI!'-GHI-+:-FPc(1• I lo•_ FTT . ?. .. .- 1he Fl;inm Retardant Process Used "I .. "OTBe Removed g\, Washing =Y (will or will not) :yam• lv rr.' PAUL L, '•.'!E I I,;Lr ' rrorre drrorludion Superintendent DIRECTOR OFf�pJ F AD C!-I s 1.tC."•.tl?�t :.t.:•a:a h;!tl".tt'.ti'.ti.'a '.t1!:ttltf.�!1l."•.tl`,1."•.I/1.�11�!tt."•.t(r!!tl."..t1��►"�t�!ltl.tl�'t.�'allt,�:�t."aft!!�tt111!!tt::af�!tEb1��!tl'a.. ?.�E��l!��11!Il.: .�'.�":g1" I'Ve hereby cr,rt4y dais to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, "arigin-+t ^py" of which has been filed with the California State Fire Marshal. The ASTRUP COMPANY 2137 !!r.,T 25T-1 CLEVELA111) 04I() 41FII r,`s CITY OF Office of wilding Official REQUEST FOR INSPECTION f Date____ ( � � Permit No. /f k_6 _, Time A.M. Received PM. Joh Address Laeality Owner's Name star (tet BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing = Footing Rough - 1-1 Air Cond. & Re Roofing Stab = Temp Pole Top Out - Heating Insulation __ Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. ��n ` Tues. Wed, Thurs. M. / 9 A,M, Inspection Made { «- PM. inspector Final Inspection C Certificate of Occupancy _! Date DATE : -/- PRE-SERVICE DIVISION JACNSONVILLE ELECTRIC AUTHORITY � 'J WES i DUVAL, STREET JAC-KSONVILLE, FLORIDA 32-202 .11 THE il OLLOWING FINAL INSPECTICN k S ? HAVE 3r cid `?ADE AND SATISFACTORY : 766, _SCO----- - ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ,r Enclosed are the blue copies of the permits. 5I ELY, UILDING INSPECTION DIVISION = FILE CITY OF r'�aatic b�" e��ic - �wtida 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 April 16, 1990 MEMORANDUM TO CHIEF DAVID THOMPSON FROM DON C. FORD/ CODE ENFORCEMENT OFFICER RE JUNKED VEHICLE Please have the following automobile tagged for removal in 10 days: 600 Levy Road - City Bus with Christmas decorations CITY OF ATLANTIC EEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTzLRATIONS MOVING,D&HOLITIONS Owner (s) eW4 P 0• C Address: QQ Lem Phone: 092` Lot # Block or Unit # Subdivision: Contractor: State License # Address : :hone No: City Stara zic Code Describe work to be done: (AvcA 4c/v ('eV)\JLj Present us-e of tui_ding: 10Y- r r-- valuation cf =_coosed ConQtructior.: �f , /7C!- 7, 3 ��-a-• ._oeosed use: ,s T."is ar aCd;tn_co'"o If VeS, wi-at are the d;--Ile^_s_cns of --:-e ad ed Space: ft. X Lt. Ails the added area be heated and cooled? New electrical ,or increase) ? New crumbing f_st..res? New fireplace? New Neat/AC? SiTBI= THREE (0309RCZAL) TWO (RESSI)=-7.,jL) a=dpLETE SETS OF PLANS, INCZITrSYG SITE PLAN, SURVEY, EYERGY =LE FOMIS, NOT= OF CakMMMEW7, AND OWNER/CONTRACTOR AFFIDAVIT, ZY OW= IS CONTRACTOR. Q r �• / Signature O�rIN /d. / R3�r/�' Date• /O- /.3' 5�� Signature CONTRACTCR: Date: Sworn to and subscribed before me this 13 day of 19 RECEIVF"® PUBLIC STATE OF cLOR.DA n�;T 1 3 1997 City of Atlantic Beach Building and Zoning i I 15 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH — -PERMIT INFORMATION - —. - 'LOCATION I NPOPMAT I ON — Permi.t Number: 15396 Address: 600 LEVY ROAD Permit T P :TENT ATLANTIC BRACH, FLORIDA 32233 Class of; No.r :NELEGAL DESCRI' TI -�..:-------. Cons t r . Type:WOOD FRAME 81 C Lot r Twp: C Proposed Use:CHURCH Section: 0 Subd: Rng`: 9 U1wel1,ings: 0 subdivision., Est , value: 0 .00 Tt3I 1 a 3." Q .V IMEB w I Amount BI .r Xf, 33 s � 1. " k, 1 � ION _- APPLICATION FEES -------77 , Nsrne_k'j' " 4� �} W, PENTACOS'TAL PERMIee:a CemFt 0.04 Addr # �µr R FLORID, � plo a Phony: t �; ;t?9 a a a x RA(Z,,t R ORM..AT PR Na PR0ET NL:RR.. e. a� T1 ; NraE F NOTES:: f I NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION F a BUIWING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING VOMENTS41. " ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t i ATLANTIC BEACH BUILDING D P ' TMENT By: y y DATE : 01/01180 INQUIRY C -REOF'C3IxL► TIME lam2s 39 AM ATLANTIC BEACH . � SCR : CR-INS Action Center DATE ACTION BY COMPLA 01113189 MADE ASSIGNMENT 01126/89 RENE' ANGERS RECORDED ACTION PASTOR CALLED/GREYHOUND TYP? _OPERABLE WILL REMOVE. OTHER ; !' WEEK. 06/06/89 VINCE TANKERSLEY COMPLETED - INVESTIGATED AND FOUND THAI' TWO BUSSES WHICH WERE BROKER BEEN REMOVED. THE REMAINING _ FIXED AND PARKEDINGOOD OR Esc - TO RETURN TO PREVIOUS i C, NT. R 5 5 t sEcjtoe+ U1111 Nicoll A M twos �/ ' S�ay'CS FILL APPL1�_.. °cessed d ,- ctucea - �` W�e�: R Carlt°n FL :??-- ,� DUCE_ ° Secti°n�aa" To IROa 18/g3 „`tactuCa- --''�`� 0 �paGx$o�V111 43++ 11 •fin Q�J��. Dole � spYOYed°E+ter --`� ' r°ss•`� ht°4 cp°Y°s; h• Socti°n wei4 o a„d !' .,-•--' +seated— -.�--- '` ''� r'�CS C. Spa Gate. �v�e, tom if i� anvrta o f ,ReV T o Gert .1 aV i N° aE cne�`, --�”""`.,--`� p°,e a4� t e ,,Of o f b e n�3 Registta+ia _ proper X15 Elam d ten i µa,APP%`C°ncnp°gas'-� e tent' ed Gn t a 6� ro n to With Re�ist�oti°n t the d as .ble t fY tY'real ereGte el Ga �. APP,ica _ -to Geri mate so be ste ., de from the May al Style tent Method o4 This is Baty. E uts5 9� % d . s nta , % and en akes Y R><t+IARKs: i e: e0 tion. is a ro rout Tent 53.7.ac-Ile s Thises to q ESS NG� out mla= & Type gide Poles Styled Eton' ..,- Ten s sec ppt6 of Doc-03-97 20:43 P.01 CITY OF ATLANTIC BEACH, FLORIDA App<b%.J by APPLICATION ICOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE - IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART IIEREOF,AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. /1 ELECTRICAL FIRM: T JOURNEYMAN f� J NAr.AE. rLY1�?lG B�Kh P AD ESS:.; fo�� tiy _ RFD Box BLDG.SIZE � �`Q� � ,_BETWEEN: CA", e e-Sa5r RES.I I APT.( 1 COMM.(V4' PUBLIC(, INDUS.I I NEW I 1 OLD("- REW.1 1 ADDITION I 1 TRAILER 11 TEMP.1 ) SIGNS 11 SO.FT. SERVICE: NEW I 1 INCREASE( 1 REPAIR IN' FEE CONDUCTCsR SIZE AMPS COPPER I ALUM. SWITCH OP BREAKER .'IMPS PH I W VOLT RSC EXIST.SEI:V.SIZE /50 AMPS PH 3 W X0 VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTINpUTLETS CONCEALED OPEN TOTAL RECEPTACLES I CONCEALED OPEN TOTAL 0.30 AMP". 31.100 AMP*. SWITCHES INCANDESCENT PL.U_ORESCMT d M.V. PIXE 7 0.100 AMPY. OV[11 APPL,ANC4'0 BELL TRANSP, AIR H.P.RATING N.P.RATING CONDITIONING Comp,MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVEN MOTOR$ H.P. VOLTAGE PHS NO. i H.P. VOLTAGE PHS M15CE LAKC-OuS TRANSFOriME-RS: UNDER 000 V. OVER 600 V, NO. KVA 11.1 NO. KVA NO.NEON TRANSF. N0. VA. MA, MOTOR SIZE SWITCH FLASHER EACH SIGN .-- FORWARDED S TOTAL FEES CITY OF 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 April 16, 1990 Atlantic Beach Holy Pentacostal Church 600 Levy Road Atlantic Beach, Florida 32233 Attention: Rev. Bruce Cubbage Dear Sir, I have requested the Atlantic Beach Police Department to place a ten day notice on the city bus being stored on church property atypnEWIM, I have observed this bus for the past 90 days and I believe it is in violation Of ' the Code of Ordinances of the city of Atlantic Beach; Chapter 21, Article II, Division I, Section 21-24 (b) which states: Nuisance Declared. To accumulate or store one (1) or more of such vehicles on public or private property shall constitute a nuisance detrimental to the health, safety and welfare of inhabitants of the city, and it shall be the duty of the registered owner of the vehicle, and the property upon which the vehicle is located to remove the vehicle from the city limits, or to have the vehicle housed in a building where it will not be visable from the street. Please contact me at 249-2395 if you cannot have-the bus=.removed within the 10 day period. Sincerely, 0', Q. Don C. Ford Code Enforcement Officer cc: City Manager File ,) �X CITY OF Office of Building Official REQUEST FOR INSPECTION �j %6d Date Permit No. Time Received d e Locality Owner s Name ontractor BUILDING CONCRETE ELECTR PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring Fi Rough ❑ Air Cond, & ❑ Re Roofing ❑ Slab ❑ Temp Pole Cl Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Ci Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION � A,M. En Tues. / �J Wed. Thurs. Friday P.M. "/ 4 '-2 P A.M. Inspec' Made vv P In ector oma_ Final Inspection Certificate of Occup ncy ❑ ��� Date DATE PRE-EERV7CE DIVISION TALKSONVILLE- ELECTRIC AUTHORITY +. ... WEST D U V A L ST SEE 1 JACK::�ONViL..E, FLORIDA 3-2202 THE : CLLO W -, NU F'iNAL HAV�. 3LEEN ;'IA:- E SATiSSt ACTORY : ------ ---------- ------- `- - ------------ -------------------------------------------------- ------------------------------------------------- ------ -------------------------------------------------- Enclosed are the blue copies of the permits. REL ` n BUILDING INSPECTION DIVISION cc : FILE f CITY OF ATLANTIC BEACH, FLORIDA UTILITY PAYMENT PLAN AGREEMENT PROPERTY DESCRIPTION: OWNER: Atlantic Beach Pentecostal Holiness 600 Levy Road o� Atlantic Beach, Florida 32233 RE# 171077 0000 LEGAL DESCRIPTION 18-034 38-2S-29E Sec H Atlantic Beach Lots 1 to 6 BLK 246 TOTAL AMOUNT OF AGREEMENT: $4,235.64 This document shall serve as an extended payment agreement between you and the City of Atlantic Beach, Florida for the above listed total amount and for which said amount will be filed as a lien with the Court of the Circuit Court for Duval County, Florida until the entire balance is paid. CHARGES: Sewer Impact Fee $1,250.00 Contractor 1,950.00 TOTAL CHARGES: $3,200.00 Less 5% Down Payment 160.00 Payment of lien filing fee 19.50 TOTAL DOWN PAYMENT: $179.50 TOTAL AMOUNT FINANCED $3,040.00 TOTAL AMOUNT OF LIEN $4,235.64 TERMS: Number of Monthly Payments 120 Due Date: Due monthly with your utility bill Billing Included on utility bill Late Charges 10% Failure to pay all charges will result in the water services being cut-off. Payment Amount $35.30 per month Total Interest over term of loan $1,195.64 LIEN: A lien in the amount of the TOTAL AGREEMENT above shall be executed and recorded against the above referenced property. The owner hereby agrees to pay all recording fees and costs involved with the execution of the lien. Upon payment being made in full, the lien shall be released of record. Please indicate your acceptance of the provisions of this agreement by signing in the place indicated. Your signature signifies your agreement to indemnify and hold harmless the City of Atlantic Beach, Fl., from any and all damages resulting from your failure to timely make the above payments, including reasonable attorneys fees and court costs. The City of Atlantic Beach looks forward to cooperating with you under this agreement. PROPE TY OWNE Date: �szo o/ A lantic Beach entecostal Holiness City of Atlantic each B : Date: L/j ZS/0 Jim nson, City Manager Prepared by and return to: Maureen King, City Clerk City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 REAL PROPERTY LIEN The parties have agreed that this LIEN be filed against the real property owned by Atlantic Beach Pentecostal, and shall be recorded in the official public records of Duval County, Florida. This LIEN is for financed costs associated with the conversion of a private septic system to public sewer system and including sewer impact fees on the following real property located in Duval County, Florida, more particularly described as follows: RE#: 171077 0000 LEGAL DESCRIPTION: 18-034 38-2S-29E Sec H Atlantic Beach Lots 1 to 6 BLK 246 OWNER NAME & PROPERTY ADDRESS: Atlantic Beach Pentecostal Holiness 600 Levy Road Atlantic Beach, Florida 32233 This LIEN is to secure payment from Atlantic Beach Pentecostal to the City of Atlantic Beach in the amount of$4,235.64,pursuant to Utility Payment Plan Agreement attached. X � '14 Witness (Sign N ) OWNER: Atlantic bift—cfi Pentecostal Holiness Witness (Print Name) I -) � CITY OF ATLANTIC BEACH e'0—�X-ZL44 Witness (Sign�-Name) By ✓nd' G- AkL4,. > Maureen King Witness (Print Name) Certified Municipal Clerk Page 1 of 2 Atlantic Beach Pentecostal lien STATE OF FLORIDA COUNTY OF DUVAL Sworn to and subscribed before me this �6 _day of r , 2001, by C ,moi) N- Cf«775 who are personally known tome or produced F bz.# as identification, and who did/did not take an oath. MAUREEN KING Notary Public, Stat of1 rida at Large Notary Public-state of Florida My Commission expires: My Commission Expires Mar 31,2002 Commission#CC720781 Page 2 of 2 Atlantic Beach Pentecostal lien Rug 07 01 08: 41a Building Department BOOS 147 5E305�age 17fs4 1 Baa : 02930019 Pa e: 1764 Filed & Recorded NOTICE OF CONIMENCEMEIy'Zj10F�ER�2 01:20:32 PM CLERK CIRCUIT COURT DWAL COUNTY TRUST FUND $ 1.00 TO WHOM IT MAY CONCERN: COPY FEE $ 1.00 CERTIFY $ 1.00 The �:ndersignec hereby informs all concerned that ir-iprA 's wili A r: adEO-Scertair real property, and in accordance. with Section 713.13 of the Florida Statutes, t-.e tokwing information is stated ir. t`is NOTICE' OF CONINIENCErIMENT. Cescr.ption of PropemJ /f/- e3 Sr 3,rl•- .-ec / / 17rGeneral Cescripdon of Irnprcvemerrs 2 h< 3 4 ad A.`�r`ah �• 12u 11�7u Gwner -COfii r,Je a'-fX' Ce,>Pr- Addin rL 3x133 Owner's interest in site of imoroverrems: Fee dimple Title Hoider(`r other than owner) Name Address Contracter-.-.- Address .rAddress t n ,-e rc, L Surety (if any) Address Amount of Bcnd Name of person within the State of Florida cesignated by owner %. pcn wham-hoboes or other documents may be se7yecl: Name Address In addition to himself, owner oesignates the following person to receive a copy, of :he Leinor's Nodca as provided in Section 713.13(1)(F), Florida Statutes. (Fill ih at Owner's option;. Name Address: .Cwner Swam to and subscribed before me this &1- day of Dee" ei-- , �•E oda r" Clayton J.Waugh ;� 1{IYCOMMISSION#CC735528 EXPIRES Nota y '=U':" = + April 20,2002 M� BONDED THRU TROY FAIN INSURANCE INC r f• )r k 1 PRE-APPLICATION REVIEW SUBMITTAL City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- FAX (904)247-5805•_ http://www/ci.atlantic-beach.fl.us 1 Pre-Application Number: COM-2002-01 Date Routed: 011/10/02 Project Name: Addition to Sonrise Worship Center Submittal No. 1 ❑ Commercial ❑ Multi-Family ❑ Single-Family ®Other Addition to church Departments Routed: ® Building ® Planning and Zoning ® Public Works ® Utility ❑ Other Date Review Comments Due: Thursday,January 17, 2002 Additional Information: Please enter any comments in the appropriate department folder. t Project is a 900 square foot addition to an existing church. ATLANTIC BEACH PENTECOSTAL HOLINESS CHURCH Bruce Cubbedge, Pastor L L^ d� ✓ Iv G C600 Levy Road • Atlantic Beach, FL 32233 • (904) 241-7974 ATLANTIC BEACH PENTECOSTAL HOLINESS CHURCH Bruce Cubbedge, Pastor November 3, 1990 We, the governing body of Atlantic Beach Pentecostal Holiness Church, hereby give our signatures as owner/builder of the new addition of Sunday School rooms to our present church building. .r" i hQTAF`! Ptah`iC ;TAIC MY CO P-M!STON OP. MAY 23, 11 A 6C1111,11 011N�RAI. INS, W"'j. 600 Levy Road • Atlantic Beach, FL 32233 • (904) 241-7974 ' CITY OF PROPERTY DESCRIPTION 10-r a IS W CeCC ecn?SrR(4Cii©)j is 6-61As6 ;o 8£ / _---- 716 OCEAN BOULEVARD Lot #�_'(:�-__Block #--?'960--- # P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 Subdivision:--------------------------------- Street Name DESCRIPTION OF WORT{ or Address: l_,_ L� k,1__�1N71 C_S��r1 If in a FLOOD HAZARD Flood Zone:..............area complete page 3. Brief ye Description:_ blLq-leEgq�-- Class of Work: (New/Remodel/Addition ZONING INFORMATION Type of oS/rla�?`a ��/v Construction:_______________________ Zoning Proposed 4'"' 0 District:---------Use: __Q7O�---- Estimated Value S , `/�5c� --- -------------- Exceptions or Materials:__________________________ Variances Granted:_________________________ Solid or Filled ------------------------------------ O Ground._'S 44U_�_---Root: r/V OWNER INFORMATION Method of Heating:_-4 Z 4 ic -(z-,_____ Property Owner.-1- ------ 4-1---------------- Phone: �l Mailing A14)ZIN44S �CI AI.0/ Address----------------- ---- ----------------------- _Z,db�_bel-A"---------Ab ' SIC - --F'Z,./q / --- Zip' ,aaaM ------ i CONTRACTOR INFORMATION Contractor:---QY-u-p- ---� � ------------ Phone:_.,_, Mailing 600 46L Address: --- -------- --- ---------------- ------+�-� ------------------- ---------------------- Zip'- ----- Expiration License Number:----------------------------------------- Date: I HEREBY:CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE •- - AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK MILL 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 PROJECT. 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. Owner Signature '¢_ G _ ' _90 Contractor Signat rem __ _ =___-__-_-__ =Date CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS Owner(s) : l��L Address: ���/� Phone: �� Lot 0-6 6 Block or Unit # --�y6 Subdivision Contractor:� j(�(i(C �'!i(,�'}/3C,DGC Describe work to be done: SCAI( D S u oV bq y ScNaoL , o cl27S Present use of building: CCI uk(f tl Ccw _W e-! ;YIP Proposed use: � �_ /yvOL "eocl'; .S Is this an addition? Acs- If yes, what are the dimensions of the added space:.) O ft. X _ft. Will the added area be heated and cooled? Yz-S New electrical (or increase)? 1jt"(f-ASS New plumbing fixtures? YES New fireplace?._&O New Heat/AC? � SUBMIT TWO COMPLETE SETS OF PLANS, INCLUDING SITE PLAN AND SURVEY IF THERE WILL BE AN ADDITION TO THE EXISTING STRUCTURE. Signature OWNER: rilDate: -.26-'9d Signature CONTRACT R: Date: OW14ER BUILDER PERMIT AFFIDAVIT State of Florida > City of Atlantic Beach 3 BEFOREaE, -th undersigned authority, personally appeared who upon fir st veiny duly ------_ urn, deposes t'aykL : a„d the legal own he following grope , Subdivision -------------�------------------- Black _26l� ---- Lots ---- AKA ----------------------------------- I am applying for a building permit pursuant to the Owner Builder exemption set forth in Florida Statute, Section 4$5. 103. Florida law requires that I have been provided with the following DISCLOSURE STATEMENT- DISCLOSURE STATEME14T State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of 925, 000. 00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. It you Zell 'Or lease more than one building you have built yourself within one year after the construction is complete, the law will presume that you built it for bale or lease, which is a violation of this exemption. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant sayeth not: �- -- p raper Owner Sworn to and subscribed `-��- before me this _�9_-_ day of 19 9Q . MAP SHOWING SURVEY OF Block 246, Section "Ii", atlantic Beach, as recorded in Plat Book 16, Tinge 34, of the current public records of Duval County, Florida. For: THE FLORIDA CONFERENCE OF T71E PENT,'PCOSTAL IIOLINES'S CHURCH 11141:s 3a U •rOU.VC /n'. -- - - S.G ti - o h h• 1 QECNECKEo AdR/L /2,/965 To 5,yow UNDEKCO/YSTKUGT/ON fINO S 7WIZZ AKS NO E1VG1lOACNMENT5 ti I//5UALL y /N5PECTEO '4&a.//,/96S ANO 711e le APPEARS re /36 No r, fDUwo C'" O /tDN T / /N LUNG. / G v�17UN0 �2"/K4N by CONE PSR-3844 17261 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATIONw - _ LCCATIC}11I INFUR ATIDN w ermit Number; 17261 A drew = 600 LEVY R0AD Permit T p+ :TENT ATLANTIC BEACH PLORIDA 32233 lass of Work,.N -w� w � www LLOAL DESCRIPTION --_ Constr. T 0e:WOOD FR.11MZ Black: ' Lot: Twp: 0 proposed ase:CHC[I'RCH Section: 0 Subd. Etna: 0 Dwellings: 0 Subdivision: Est . Value: 0 .00 Improv. Cost: Total Fees 4 .0 Amount Paid-.-. .00 Date Pat Work Desc. xw wy+- --------A g JW �aF �M L+� �iit irr pmg Namea a ATL ACQST,i�l � $� � fudr 0.00 dyi. a }y ATL A LOR I AA. 3 2 2 3 3y4, �" hone n l p W pp ., � CON 116N flame: PROM Cdr z I Lic: Epps _ l? ` p b a NOTES: NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 74 HOURS PRIOR TO INSPECTION BUDDING 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 Td' COMPLY WITH THE. MECHANICS' LIEN LAW SCAM RESULT IN- T E 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. A"1" g NT EACH BUILDING DEPARTMENT r{ '� s RECEIVED CITY OF ATLANTIC BEACH _ PERMIT APPLICATION REMODEL, ADDITIONS, OR C% Of t TIONS MOVING,DEMOLITIONSww!"R AtIOeej Owner(s) l i �T K.l� h��` X\C�iii' h/4 �tC�Gart L %J'�? W C �►�J�^C� Job Address: (7a \)y (Zd —Phone: ©g ZC7 Vi Lot # Block or Unit # Subdivision: Contractor: �o^/ State License # Address: Phone No: City State Zip Code Describe work to be done: � � �'e.�J►\jCL Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUB 41T TMUT (CCMXRCIAL) TWO (RESIDENTIAL) CCAWLETE SETS OF PLANS, INCLUDING SITE PIAN, SURVEY, ENERGY CODE MRMS, NOTICE OF CCADWNCOMST, AND OWNEWCONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER . jgi�' Date: Signature CONTRACTOR: Date: AS TO OWNER: Sworn to and subscribed before me this y of 19 7 s t Ll — NOTARY PUBLIC •.aY° J AS TO CONTRACTOR: ', ea MY COMAM AsON WgUSt 27,2 1 rXri ,:'•, BONDED TNRU TROY FAIN INSURANCE,INC. Sworn to and subscribed before me this day of '���'�` ,19 NOTARY PUBLIC 11r��l�lir11-21�1r'_'0 aV,11,11*1114C-1414 W,1*4Vil1411414 ;ltTtt►ZViIViV1r1ti lri-IVl1rl�� ., C9V,iV1W!4 t'iVf1�;1C 10►��iF��F�� �- OE'llerfifirate of (aloe ]AW rol"o ta.j si G�S�� tt�GtSTfFEg F Iss�IFa ny I%!FLICAT101f Date Work Performed �T GRANITEVILL77 CONPAtV •r2. GRAI iJTE I VL.LE f e. �•s[r** , .. i GOUT!t CAPOLINA This is to certify that the materials described on the reverse side hereof linve been flame- retardant treater! (or are inherently nonflammable). TliE A3TR'JP COt1PAt4Y 2' 37 I.-'�rT 25TH w FOR - - CITY CL.-VELMID S1A7E_ OH Ln :I13�� — Certiflcnt►ort is hereby made that: (Check- ait �� ��or 6 ) (a) The articles described on the reverse side of this Certificate have been treated with a flume-retardant chemical approved and registered by the Stale Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used................... ............Chem. Reg. No........................... :,- i���?tllrHt Ct rltlpllCatlon.-----••- -'---•-•- ----- •--- - -•--•----•---- - „ (bl Th- nrlidrs described on the reverse side her-of are made from a flame-rezistont fr+lzrir• or material "= L— regia-r-•l rind approved by the State Fire M-irshal for such use. ;a Ira+, i• ,ne of flame-resistant fabric or mate.,--il used_,GALA-•FIP.- GH TAE-FP"i• R Io• . - the F1,-,mQ Retardant Process Usec1 ''ILL N"TBe Removed R"' Washirlq (will or will not) ' RY -_-___ PAUL_ L. !_:tEIHL!' game c(Production Superintendent DI RFCTOR OF P.GSFARCH v �iwt1 :1.:: .:: 1.:.1E:.1E:.1f:1t:.t :.11:.tt1:1► �t 1t...►.Il,.1l.�t 1t 1E:t!:.1r:..t:1t:.11:1 ..t1:.11��1►,.�i1t �.:1, .1r::1� 1E�tt:1r::. .�t.'1:.t1.:11:: ) We hereby cart+fy this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, "origin-4 ­ry" of which has been filed with the California State Fire Marshol. The ASTRUP COMPANY 2137 1IEST 25T4 CLEVELAUID 01410 44113 ABY __ CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 7 / �5 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLAN BEAC ORDINANCES. lei 010001 ELECTRICAL FIRM: MASTER ELECTRICIAN SIG ATURE JOURNEYMAN NAME ` �C/���� ADDRESS: G�y RFD-BOX- BLDG. FDBOXBLDG.SIZE `� BETWEEN. RES.( ) APT. ( ► comm. ( ) PUBLIC ( ) INDUS. 1 1 NEW ( ! OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW( I INCREASE ( ► REPAIR P0 / FEE CONDUCTOR SIZE d AMPS COPPER ( ) ALUM. SWITCH OR BREAKER AMPS / PH 3W VOLT !'5 RACEWAY EXIST.SERV.SIZE /5C) AMPS C PH 3 W Z qZ)rOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES L I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS /47 t A A ig 1 t COv"I t,, I S LIP tjf n J P�LANr�c F�ORIOP i OF ADDITIONS or CORRECTIONS ' D• NOT REMOVE leg DATE DRE (✓ V T BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Ttfl S 7Z0Kw r t`_ A acJF 0t Z $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contra tor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BL p.m. Monday through Friday. tt 4 •- mti F CITY OF A �N 32233-5445 5800 May Vanguard Modular Building Systems -- 3441 Kellogg Creek Road -- Acworth, ga 30102 Att: Keith Medford Dear Sir: Thank you for the faxed spreadsheet with the specifications for the proposed modular building at Son Rise Workshop Center at 600 Levy Road. I have reviewed the specifications and determined this structure is deemed a mobile home unit. This is based on Chapter 10, City of Atlantic Beach Code of Ordinances. Specifically, the definition of a mobile home stated "a structure which is transportable in one or more sections, which is eight (8) body feet (2.4 meters) or more in width and is thirty(30) body feet (9.75 meters) or more in length, which is designed to be a dwelling with or without a permanent foundation......" This location is zoned RG-1A and does not allow mobile structures therefore we cannot permit this unit at this location. Please contact me at(904)247-5826 if you have any questions concerning this matter. Sincerely, d� Don C. Ford, C.B.O. Building Oficial DCF/pah cc: City Manager MayZ14-00 08: 13P P.02 Spreadsheet Report Pap 2 KINGS CUSTOM 8LDRS INC VANGUARD 14A',40 81628 ___ SI' AW 4.54 PAA Takeetr NotN i pescriptten GuaMity — i... Axles: 6006000# FRAME..... 3.00 10-PLY TIRES � jr I-Beam: 12" Mitch: Removable 1.00 ►OWrigger Frame J «.... FLOOR..... Perm K Joist: 2x8 I I Decking: 518"T&G Plywood 'Insulation: R-11 KraK iFloor Cover'. 118"Block Tile in Bath #51$39 FORTRESS WHITE ,Floor Covering: 26 oz C WWt Std Bottom board l .....WALLS ..... 1 �Wslls: 2 x 4 x 8' i Interior Walls: 37.00 If 'Walls: interior 8 Exterior lWall Cover: 5/8'Type-X Vinyl Cover GYP Anterior Locks - PDQ Pa*00ge Lever 2.00 f Interior Locks: Privacy PDQ Lever 1.00 j Dori: 38x80 Pre-Hng Birch 204min/Stesl 3.00 ` ;FrarnwCloser insulation: R-11 Kraft anterior Wall Insulation: R-11 UF 'Molding: Prefinished Std VCG Packsge 4"Vinyl Base Molding ..... ROOF ....,. . . I 7russ,Type: Box Type (SW) 24"O.C._. Insulation: R-19 Kraft IDeek: 7/16"OSB Roofing: 30 Ga- Galvanized , Ceiling Material: 5/8"Gyp'Popcom' Tie Downs _.. •`•"' PLUMBING" Water Heater. 6 Gat Electric 1.00 Commode: H/C 1-00 Wall, all Hung Lav 1.00 'Supply Piping: CPVC V4/Cut-offs Waste Piping. PVC I Stub Thru Flogr Only •••,•ELECTRICAL•"" Load Center: 100-Amp Single Phase Copper Romex � 10 C. � 0� May-14-00 06: 14P + r•+VC UJ/UJ KINGS CUSTON 8LDRS INC Sp*eadshoW Report pap 3 VANGUARD 14X40 01628 Sh2m 4;54 PN I � T:kltoft I i Description 1 Notes Quantity Fluorescent Lights: Diffused CPF-240 10.00 oncandescent Light. Dome 1.00 (Lighted Exit Sign w/Dattery Back-up 1.00 I131ack Plastic Porch Light w/Photocell 1.00 Wall Mt. J-box w/1/2"Stub-oul Thru Floor 4.00 Std Recepts/Switches ,GF) Recept 100 I (Double Switches per Code i .•.... MVAC..". I (HVAC- 3 Ton Wali Mount/ 10 kw Heat 1.00 Supply: Ceiling Ducted Return: Ceiling Pucted Plenum Wall, Yes 14,000 Power vent:#V-2262 Ceiling Fan 1.00 •••.•EXTERIOR'""' ' I Sheathing: 1/8"Thermoply ` Siding Hardipanel 8"oc Grooves I (Trim: Stay Straight ,Mansard- 24"Hardipanel False Type MANSARD TO FOLLOW ROOK'LINE Windows: 36 x 58 V/S SIC 4.00 Minibiinds 1"Aluminum 4.00 IDaers:3640 Steel/Steel Jamb/22x30vt)/Cfoser I-00 Panic Hardware-Monarch 19R w/Exterior Puff I 1.00 ? 1 "*"*ENGINEERING•""" 1 Drawings Required Approval Package-Single i Wide Codes/Seals: Fla/SBC/HWC N Foundation Drawing QUO .- TE IS GOOD FOR 30 DAYS•• May-14-00 08: 13P P.01 Vanguard Modular Building Systems 3441 Kellogg Creek Rd. Acworth, Ga. 30102 (800) 448 — 6772 Ext, 156 Phone : (770) 974 —6851 Fax : (770) 975 — 8393 To: S&Z. Fax #: Date: From: Keith Medford Mobile # (404) 308 — 1380 E-mail: RKMedford@aol.com # Pages (including cover sheet): 7 Comments: 'A""O'O le dt 'tk -L, �-� ►�.. �,, 1� �• �,, � • CITY OF ATLANTIC CH 00 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 I-? FAX: (904)247-5877 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us w., F January 24, 2002 Dean Russell Construction 38415 th Avenue South Jacksonville Beach, Florida 32250 Re: Construction Plans for Sonrise Worship Center(COM-2002-01 Dear Mr. Russell: Enclosed are comments generated by the review of your submittal of construction plans for the above referenced project. Please fully address these comments. If you have any questions related to specific comments, directly contact the appropriate reviewing Department. If modifications to plans are required to address these comments, please re-submit four (4) sets of plans along with appropriate permit application forms to the Community Development Department,and these will be routed to the appropriate departments for final review. Since ely, 0c.0 � Sonya B. oerr, AICP Community Development Director Enclosures Public Works (904) 247-5878 Provide total area of impervious cover in square feet. Planning and Zoning (904) 247-5817 No comment. Public Utilities 904)247-5834 No comments. Existing building is on City water& sewer. PROPERTY DESCRIPT1IOhN Lot # Block # ocY1 , Section # r r Subdivision: _ Street NameQ DESCRIPTION OF, or Address: �Q LBV /� a (If id a FLOOD HAZARD Flood Zone: /111 area complete page 3) e � Brief Description 3� 1C 30 a�drf�on Par 4v,70cje (,-JG Class of Work: (New/ Remodel/Addition: i4dd'`�toh ZONING INFORMATION Type of Construction: /''/aja.,C4 li,,,//J r✓/ Zoning Proposed District• 6n. J ( Use• C a,-C4 Estimated Value $ 0w0 Exceptions or Variances Materials: Granted: w•'�-C Solid or Filled cam/ Ground: ri11 Roof: Method of Heating: flims fc OWNER INFORMATION? r Property Owner: ���r<Nf%c �GaGC ee1`�lc✓��� �hz'r Phone Mailing Address 4p6P CevX c /fi.,z4 J=L, zip: baa 3 CONTRACTOR INFORMATION Contractor: /)&A;-7 1&_Ije(� GOhdtruLfisc, Phone: 9U//�- 02 Y �� 222 V Mailing Address: 4ve. 1`au Tax. de�`( FL Zip: 3Z_),Y67 O Expiration &12 Z1167 STATE LICENSE NO: G�G OI�6 �O Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY iMANNER, 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. Owner DATE_/.2_`AY/ Contractor Signature DATE 2-/1 SWORN TO AND SUBSCRIBED BEFORE ME BY THIS �y� DAY OF Clayton 7.Waugh MYCOMMrj". #►CC7&%26 EXPIRES NOTAR)r PUBLI Apn120,2002 ' fl1M1*Nfn91#VAAtn WC ' 1 FLOODPLAIN DEVELOPMENT INFORMATION Location:: B e d Type of Development: Flood Zone: X Required Lowest Floor Elevation: �X�17`•h� j f /�. y If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department ` Building Department Representative CITY OF ATLANTIC BEACH PUBLIC UTILITIES Review Comments—Pre-Application No. COM-2002-01 Sonrise Church 1/24/02 No comments. Existing building is on City water& sewer. CITY OF ATLANTIC BEACH PERMIT CALCULATION SH T Address E c/y Date ' � � � Heated Square Footage 10 @ $ per sq ft = $ Garage/Shed 161,r@ S per sq ft = $ Carport/Porch tom@ $ per sq ft = $ �r Deck $ per sq ft = $ Patio $ per sq ft = $ TOTAL VALUATION: S Total 'Valuation 1st $ 4 © $ Leo Remai ing Value $ per thousand 0 portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ / Sµ0 ( ) Fireplaces @ $15 . 00 $ D BUILDING PERMIT FEE $ � _ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ 0160) RADON (HRS) . 0050 71- SECTION SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ Cj (9,00) SURCHARGE . 0050 $ OTHER S GRAND TOTAL DUE S = ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 tt , TELEPHONE: (904)247-5800 J' FAX: (904)247-5805 J SUNCOM: 852-5800 t �qr"•" '"" �" http://ci.atlantic-beach.fl.us -7 .. t ' " Jl �7i�1�2' iYLL ------------- _3_________________ -1=--- Via:• 33 3 � --fes ------------------ ------------------------------ ------------------ __________________--------- Pa,O PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 600 I—r vy �'O rx eT OWNER: C, ✓z s Pa 1,o 7"-/- I- -/- 1. Determine Occupancy Classification of the structure. Select occupancy classification ' which most accurately fits the use of the Building. (Chapter 133) [ ` 2. Determine actual physical properties of building. [ a. Determine building area each floor. (Area definition Chapter B2) b. Determine grade elevation for building. (Grade definition Chapter 62) [ v]', C. Determine building height in feet above grade. (Height definition Chapter B2) �,)' d. Determine building height in stories. (Story definition Chapter 132) 14' e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [ f. Determine percent of exterior openings per floor. [ ] 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter B6) [ ] a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [ ] b. Check allowable height and area increases permitted. (Chapter 65) [ ] 4. Check detailed Occupancy requirements. (Chapter 134) [ ] 5. Check detailed Construction requirements [ ] a. Fire Protection of Structural Members (Chapter B6 &Table 8600) [ ] b. Fire Protection Requirements(Chapter B7 and Table 8700) [ ] C. Means of Egress Requirements (Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ ) 6. Review design as related to standards. (Chapters B16-B26) [ ] 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter B30) [ ] C. Sprinklers,standpipes and alarm systems(Chapter 139) [ ] d. Use of combustible materials on the interior(Chapter 138) [ ] e. Roofs and roof structures (Chapter B15) [ ] f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Don C. Ford, Building Official don/sb.1 r, PRE-APPLICATION REVIEW SUBMITTAL City of Atlantic Beach • 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• FAX (904)247-5805 http://www/ei.atlantic-beach.fl.us 1 Pre-Application Number: COM-2002-01 Date Routed: 011/10/02 Project Name: Addition to Sonrise Worship Center Submittal No. 1 ❑ Commercial ❑ Multi-Family ❑ Single-Family ®Other Addition to church Departments Routed: ® Building ® Planning and Zoning , 3 ® Public Works �.. ® Utility ❑ Other Date Review Comments Due: Thursday,January 17, 2002 Additional Information: Please enter any comments in the appropriate department folder. Project is a 900 square foot addition to an existing church. __ �4 cl re q ©�n —u-;7P �P'Z;Ill ' Fee ti/29/02 TUE 16:04 FAX f�001 DEAN RUSSELL CONSTRUCTION INC. 384 15TH AVENUE SOUTH JACKSONVILLE BEACH, FL. 32250 cl:�;Itrpeei°"gjtsw 241-3334 FAX 241-2028 To: Fax: Phone: / From: Data: Re: ,SAhti JP GvUrik), Pages: 1b, • • »�:qtr, '4• • • • . • • • 1� i# 0 For Review 0 Please Comment 0 Please Reply 17 Plow Ragycle Time: Day: l , VI/29/02 TLE 16:05 FAX X402 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 i..rl FAX:(904)247-5877 SVNCOM;852-5800 http;//ci.adandc-bcach.11.us K^ - January 24, 2002 Dean Russell Construction 384 15`''Avenue South Jacksonville Beach,Florida 32250 Re. Construction Plans for Sonrise Worship Center(COM-2002•-01 Dear Mr. Russell: Enclosed are comments generated by the review of your, submittal of construction plans for the above referenced project. Please fully address these comments- Ifyou have anv questions related to s eci i comments, directly contact the appropriate reviewing Department. If modifications to plans are required to address these comments,please re-submit four(4)sets of plans along with appropriate permit application forms to the Community Development Deharhnent,and these will be routed to the appropriate departments for final review. 4ncly, //j� wj al �t Sonya B. Kerr, AICP Community Development Director )enclosures - �- � r O ` i Li�ep 5LS a`;Gt"A 01/29,/02 TUE 16:05 FAX 10003 Public Works 904)247-5878 Provide total area of impervious cover in square feet. Planine and Zoning (904)247-5817 No comment. --- Publie Utflitiet 904)-247-5834. No comments. Existing building is on City water 8t sewer, 1#1/29/02 TUE 16:05 FAX 10004 Jan-28-02 05: 11P P_02 Ehert Normae Brady Architects 136113th Avenue South.SUdn 230-.IMM--nPsitlo hcocq,horde 32250 TO F104 741 9091 Fxx 904 2417526 d m4w.enhirrAlterts.rnm January 28, 2002 Mr. Dean Russell 38415" Avenue South Jacksonville Beach. Florida 32250 Re_Addition to Sonrise Worship Center Dear Dean, The impervious area indicated on the Architecural Site Plan dated November 28, 2001 is as follows. • Existing Impervious Area 3029 Square Feet New Impervious Area 900 Square Feet Contact me if you need any additional information. Sincerely, J.Tom orman.A.i.A./g.a Project rchitect os: PRE-APPLICATION REVIEW SUBMITTAL City of Atlantic Beach- 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- FAX (904)247=5805 http://www/ei.atlantic-beach.fl.us 1 Pre-Application Number: COM-2002-01 Date Routed: 011/10/02 Project Name: Addition to Sonrise Worship Center Submittal No. 1 ❑ Commercial ❑ Multi-Family ❑ Single-Family ' ®Other Addition to church Departments Routed: ® Building ® Planning and Zoning ® Public Works ® Utility ❑ Other Date Review Comments Due: Thursday, January 17, 2002 Additional Information: Please enter any comments in the appropriate department folder. Project is a 900 square foot addition to an existing church. yl { PROPERTY DESCRIPTION Lot # , Block # oa 7 �, Section #1� r z, Subdivision: "'° tA + 1 Street Name DESCRIPTION 6jr, or Address• Levy e,,Ia (If irf a FLOOD HAZARD Flood Zone: lyd area complete page 3) � Brief Description. x 30 add,`f�oh rur nvlf• 4.g-oft (tile• Class of Work: (New/ Remodel/Addition: /9d %�loh ZONING INFORMATION Type of Construction: lVataAf$, 1•/eek �r.,iJtl Zoning Proposed District: G Use: C urG� Estimated Value $ e;4 'ge0 Exceptions or Variances / Materials: Granted: A-e'*7 Solid or Filled Ground: l=i/l!� Roof: ,S•4"O S�tf Method of Heating: fio OWNER INFORMATION Property Owner: ���teti�r`G l3aa�� e��`«Cos��� r'` Phone: LI aC 1(6-/.S/-�- Mailing Address =00 Levy 1* Kl'< QraU�� F7- Zip: '-Zip: Ala 3 CONTRACTOR INFORMATION Contractor: �)&4k,7 1&j-leff Phone: 9��/` o� � &22 V Mailing Address: 4c-e. JI ' Tax. Ife.,( GL Zip: 2aS O Expiration <`��//0� STATE LICENSE NO: �G ©��� �O Date: d I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Sign �i� DATE 1j-11Y/ Contractor Signature F w DATE 12--l-IZ '4 SWORN \\TO AND SUBSCRIBED ME BY plrSvne y �'-� THI BSCRIBED BS /y DAY OF J/e[�yn Lli.- , k"i- , adv / Cinytw 1.Waugh MY COMMISSION#cCM26 EXPIRES NOTART PUBLI April 2%2002 BONDEpi WIROYFAINOMAWL INC FLOODPLAIN DEVELOPMENT INFORMATLON Location:: � 4 evy lCo d Type of Development: /-'14161611, Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. / Date /y o Applicant's Signature 1.�..✓ Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH i FREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by5 PM on the Friday ten (I U) days prior to the scheduled meetin i�, n order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1. Sanr,.te [Vrl-f4,;r re,fie.- (Oo APPLICANT NAME ADDRESS TELEPHONE 2. 600 LCtly �daJ ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: a P7 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑ NO ❑ NOT SURE 5. PROPERTY ZONING: ❑ RESIDENTIAL Er COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: �G e SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle"O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MU T be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigationWST:be marked with BLUE flagging,paint or tape. C) The front property comers must be marked by stakes or paint indicating the Lot 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARDED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. A plicant's SignatwreDate Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date f nut 07 01 08: 41a Building Department 904-247-5805 p. l NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The L;ndersignec hereby informs all concerned that improvements will be made to cartair, real praperty, and m accordance. with Section 713.13 of the Florida Statutes, the following information is stated ir. t,-,is NOTICE CF COMMENCEMENT. C/e�sccr.ption cf Property 03 I 9 F S A3 Sec General Description of irnprcvements. X 3&7 t'yru. lie' Owner -Can.-'!re 4�,v,fX,� ek e - Address' _(,Od Le!::4 a(. A• -4.4 Ae"4 FL 3 Owner's interest in site of improvements: Fee Simple Title Holder(;f other than owner) Name Address Contractor �dhJ7��k�f�i Address 3 vt a r o Ftt d Surety (if any) Address Amount of Band $ Name of person within the State of Florida cesignated by owner upon whom notices or other documents may be se1lea: Name Address In addition to himself, owner eesignates the following person to receive a copy, of :he Leinorrs Nodce as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address: }�.Cwner Swam to and subscribed before me this 4 day of eeemmsel— 44 aA0 Clayton 7.Waugh N4YCOMMISSION#CC735528 EXPIRES NatB y Publi + April 20,2002 MBONDED THRU TROY FAIN INSURANCE,WC. DEC. -20' 01 (THU) 10:52 KAMM CONSULTING TEL:561 995 1623 P. 002 whole Building Performance Method for Commercial Buildings Form 40OA-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2 .2 PROJECT NAME SUNRISE WORSHIP CENTER PERMITTING OFFICE: ADDRESS : ATLANTIC BEACH FLA _CLIMATE ZONE: 3Jacksonville _ OWNER: ,SUNRISE WORSHIP MCENTER PERMIT NO: N A AGENT: JURISDICTION NO: 261300 BUILDING TYPE: _Assembly CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _3800 NUMBER OF ZONES : I MAX, TONNAGE OF EQUIPMENT PER SYSTEM: 4 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDING 73 .34 100 , 00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1 , SEER 10 , 00 10 . 00 PASSES HEATING EQUIPMENT 1 • Et 10 . 00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Unconditioned Space 4 .20 4 .20 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED +TATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS -----^-----^---------------------1-------- :bMPLIANCE CERTIFICATION: hereby certify that the plans and Review of the plans and specifica- 3pecifications covered by this calcu- tions covered by this calculation _ation are in compliance with the indicates compliance with the 'lorida Energy Ffficiency Code , Florida Energy Efficiency Code . 'REPARRD BY:__ 110 Before construction is completed, )ATE: L2-Z-0 10( this building will be inspected for compliance in accordance with hereby certify that this building is Section 553 . 908, F id S utea , n compliance with, the Florida Energy BUILDING OFFICIAL: r�. fficiency Code. DATE; -a--o 77- WNER/AGRNT! ATE: hereby certify(*) that the system design is in compliance with the Florida DEC. -20' Ol (THU) 10:52 KAMM CONSULTING TEL;561 995 1623 P. 003 Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT : MECHANICAL:_ SMA 6 C,,114 "rt 7 f"y ELECTRICAL: LIGHTING (*) 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/aealed plans . DEC, -20' 01 (THU) 10:53 KAMM CONSULTING TEL:561 995 1623 _ P. 004 BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401 . ------GLAZING--ZONE 1------------------------------------------------V- Elevation ---------------------------------------- --- -v- Elevation Type U SC VLT Shading Area (Sgft) North Commercial 1.31 . 866 .72 None 108 South Commercial 7. . 31 .866 .72 None 90 West Commercial 1 .31 . 866 . 72 None 144 East Commercial 1 , 31 , 866 .72 None 90 Total Glass Area in Zone 1 = 432 Total Glass Area = 432 402 - ------WALLS-,ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) North 811CMU/3/411ISO Btwn 2411oc/5/8"Gyp 0 .151 4 1190 South 8"CMU/3/411IS0 Htwn 2411oc/5/8-'Gyp 0 . 151 4 1190 East 8'ICMU/3/411I80 Btwn 2411oc/5/S"Gyp 0 . 151 4 1148 West 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0 .151 4 1148 Total. Wall Area in Zone 1 = 4676 Total Gross Wall Area = 4676 403 . -------DOORS--ZONE 1------------------------------------------------ -- Elevation Type U Area(Sgft) North No doors 0 . 00 0 Total Door Area in Zone I = 0 Total Door Area = 0 404 . -----ROOFS--ZONE 1--------------- -------------------------------- ---- Type Color U Insul R Area (Sgft) Ktl Bldg Roof/R-19 Hatt Medium .051 19 3795 Total Roof Area in Zone 1 = 3795 Total Roof Area = 3795 105. ------FLOORS-ZONE 1------------------------------------------------- --- Pype Insul. R Area(Sgft) Slab on Grade/Uninsulated 0 3795 Total Floor Area in Zone 1 = 3795 Total Floor Area = 3795 106 . ------INFILTRATION------------- ------- �----------------- ------ --- CHECK infiltration Criteria in 406 . 1 .ABCD have been met . MECHANICAL SYSTEMS CHECK ---HVAC load-sizing-has-been performed. (407 .1 ABCD) ^---^------ ----- --- 07 - ------COOLING SYSTEMS---------,-------------------------------------- --- Type No Efficiency IPLV Tons 1. Split System 1 10 10 3 . 50 08. -----HEATING SYSTEMS------------------------------------------------ --- Type No Efficiency BTU/hr 1 , Electric Resistance 1 10 40000 09. -----VENTILATION--------------------------------------------------- --- ICHECK ventilation Criteria in 409. 1 .ABCD have been met . DEC, -20' 01 (THU) 10:53 KAMM CONSULTING TEL:561 995 1623 P. 005 410 - -----AIR ]DISTRIBUTION SYSTEM------------------------ --------- --- CHECK Duct sizing-and design have been performed. (410 1 .ABCD) ^ I - - AHU Type Duct Location R-value 1. Air Conditioners Unconditioned Space - - 4 .2 CHECK Testing and balancing will be performed. (410 . 1.ABCD) y - f 411- -----PUMPS AND PIPING-ZONE ----------------------------------------- --- Basic prescriptive requirements in 411 . 1.ABCD have been met . PLUMBING SYSTEMS 411 , -----PUMPS AND PIPING-ZONE 1--------------------------------------- --- Type R-value/in Diameter Thickness 1. Circulating 0 0 0 412 . -----WATER HEATING SYSTEMS-ZONE I------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413 , -----ELRCTRICAL POWER DISTRIBUTION------------------------- ----- --- Metering criteria in 413 . 1 .ABCD have been met . 114. ----MOTORS----------- --------------------------------------- ----- --- Motor efficiencies in 414 . 1 .A13CD have been met . 115 . -----LIG1iTING SYSTEMS-ZONE 1--------------------------------------- --- 3pace Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) auditorium 1 On/Off 6 None 0 2300 1600 Leading, T 1 On/Off 8 None 0 3000 2200 Total Watts for Zone 1 = 5300 Total Area for Zone 1 = 3800 Total Watts = 5300 Total Area = 3800 CHECK Lighting criteria in 415 . 1 .ABCD have been met , 6 . Operation/maintenance manual will be provided to owner. (102 . 1) - DEC. -20' 01 (THU) 10:52 KAMM CONSULTING TEL:561 995 1623 P. 002 whole Building Performance Method for Commercial Buildings Form 40OA-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2 .2 PROJECT NAME_SUNRISE WORSHIP CENTER PERMITTING OFFICE: ADDRESS: _ATLANTIC BEACH FLA. _Jacksonville CLIMATE ZONE: 3 OWNER: SUNRISE WORSHIP MCENTER PERMIT NO: _N7A AGENT: JURISDICTION NO:_261300 BUILDING TYPE: _Assembly CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA; _3800 NUMBER OF ZONES : I MAX. TONNAGE OF EQUIPMENT- PER SYSTEM: 4 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT h1WHOLE^ . BUILDING 73 .34 100 . 00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1 . SEER 10 . 00 10 . 00 PASSES HEATING EQUIPMENT 1 . Et 10 . 00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1 . Unconditioned Space 4 .20 4 .20 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED dATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS ----------------------------- ----------------------------------------------- :OMPLIANCE CERTIFICATION: hereby certify that the plans and Review of the plans and specifica- ipecifications covered by this cal.cu- tions covered by this calculation -ation are in compliance with the indicates compliance with the 'lorida Energy ficiency Code . Florida Energy Efficiency Code . 'FEPARRD BY: 1= Before construction is completed, )ATE: I?--7V-0this building will be inspected for compliance in accordance with hereby certify that this building is Section 553 . 908, F1 a St tut n compliance with the Florida Energy BUILDING OFFICIAL: �.._ '� ,fficiency Code. DATE: 2 - 2— 0 12, WNER/AGENT: ATE: hereby certify(*) that the system design is in compliance with the Florida DEC, -20' 01 ('THU) 10:52 KAMM CONSULTING TEL:561 995 1623 P. 003 Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE .ARCHITECT : MECHANICAL: PI"74BIN�''9 ` r ELECTRICAL: LIGHTING L (*) 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 , DEC, -20' 01 (THU) 10:53 KAMM CONSULTING TEL:561 995 1623 _ P. 004 BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401. ------GLAZING--ZONE 1------------------------------------------------V- Elevation Type U SC VLT Shading Area(Sgft) ---- ---------- North Commercial 1.31 . 866 . 72 None 108 South Commercial 1. . 31 .866 .72 None 90 West Commercial 1 .31 . 866 . 72 None 144 East Commercial 1 , 31 . 866 .72 None 90 Total Glass Area in Zone 1 = 432 Total Glass Area = 432 402 , ------WALLS-,ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) North 8"CMU/3/4"1SO Btwn 24"oc/5/8"Gyp 0 . 151 4 1190 South 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0 . 151 4 1190 East 81'CMU/3/4"ISO Btwz 24"oc/5/8"Gyp 0 . 151 4 1148 West 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0 .151 4 1148 Total Wall Area in Zone 1 = 4676 Total Gross Wall Area = 4676 403 . ------DOORS--ZONE I------------------------------------------------ --- Elevation Type U Area (Sgft) North No doors 0 . 00 0 Total Door Area in Zone 1 = 0 Total boor Area = 0 404 , ------ROOFS,-ZONE 1----------------------------------------------- --- Type Color U Insul R Area (Sgft) 1Ttl Bldg Roof/R-19 Hatt Medium .051 19 3795 Total Roof Area in Zone 1 = 3795 Total Roof Area = 3795 405. -------FLOORS-ZONE 1------------------------------------------------ -- Pype Insul R Area(Sgft) 31ab on Grade/Uninsulated 0 3795 Total Floor Area in Zone 1 = 3795 Total Floor Area = 3795 [06 . ------INFILTRATION-------------------------------------------------- ---- CHECK 1 Infiltration Criteria in 406 .1 .ABCD have been met . MECRANICAL SYSTEMS CHECK ---HVAC load sizing has-been performed. (407 .1.'ABCD) H'__,______ I _____ _-_ 07 . ------COOLING SYSTEMS----------------------------------------------- --- Type No Efficiency IPLV Tons 1 . Split System 1 10 10 3 . 50 08 . -----HEATING SYSTEMS----------------------------------------------- -__ Type No Efficiency BTU/hr 1 , Electric Resistance 1 10 40000 09. -----VENTILATION----------------____-----------------------__-____, -_ I CHECK Ventilation Criteria. in 409. 1 .ABCD have been met . DEG, -20' 01 (THU) 10:53 KAMM CONSULTING TEL:561 995 1623 P. 005 410 - -----ASR DISTRIBUTION S'Y'STEM----------------------------------------- --- CHECK Duct sizing and design have been performed. (410 1 .ABCD) - I - 1 AHU Type Duct Location R-value - - 1. Air Conditioners Unconditioned Space 4 .2 CHECK Testing and balancing will be performed. (410 . 7. ARCD) y - - 411 . -----PUMPS AND PIPING-ZONE ----------------------------------------- --- Basic prescriptive requirements in 411 . 1 .A-SCD have been met . PLUMBING SYSTEMS 411 . -----PUMPS AND PIPING-ZONE 1--------------------------------------- --- Type R-value/in Diameter Thickness 1. Circulating 0 0 0 412 . -----WATER HEATING SYSTEMS-ZONE 1------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413 - -----ELRCTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413 . 1 .ABCD have been met . 414 . ----MOTORS-------------------------------------------------- ----- -- Motor efficiencies in 414 . 1 .A13CD have been met . 115 - -----LIGliTING SYSTEMS-ZONE 1--------------------------------------- --- 'pace Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) auditorium 1 On/Off 6 None 0 2300 1600 Leading, T 1 On/Off 8 None 0 3000 2200 Total Watts for Zone 1 = 5300 Total Area for Zone 1 = 3800 Total Watts = 5300 Total Area - 3800 CHECK Lighting criteria in 415 . 1 .ABCD have been met , 6. Operation/maintenance manual will be provided to owner. (102 1) 02/05/02 TLTE 16:02 FAX IA002 Aug 07 01 08: 41a 9uildinc Department 9D4- 4 805 1 8009 .�'fig91Pege 176Zi 00519 764 i Recorded r Ol/ 01:20:32.PH, " NOTICE.OF COMM=NCEME1101 CMT COW iRdBT fUg . f . 1.00 , TO Wl`OM IT MAY CONCEAM: �CWYRTitiit� The undersignec hereby informs all cancemed that imprs will 64'mad&k eclair real property, and in accordance,with Simon 713.13 of the Florida Statutes, We following information Is stated ir.t;,is NOTICE OF COMMENCEMENT. Cescription cf Proper/1 - 4 3,P-A 'P.? AROL.fh`4 do'4 Li f1 /to Ger+eral pes:ripdon of tmprcverrlen'�S ® X .30 _ dt�r�;`fiati 4/ µ C1WnEr 40" C Iit�C C���Pr Address: LOo Lr,,. .1/. t¢f/sw ,i�a"�( � fL�3 3 . Owner's interest in site of improvements: Fee Simple Tide Holder('t otter than owner) Name Address trontra4.Orret L z.4 ff lcohf Address vo Xg l( ,, !yiZfesof GL 2 s'd Surety (it any) Address Amount of Bond S Name of person within the State of Florida cesignated by owner upcn whom-noticas or other documents may be serves: Name Addrass In additicn to himself, owner oesignates the foilcwir.g Femon to receiee a copy of:'te Leinor's Notice as proviaed in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option), Name Address: �.CWner �r • EL Sworn to and 3CI:=dbed before me this 4 pay of L+*o+: ,._; ► Gayton3.%Wek Nota f Publi COM OiN2Q•=S2/t7d W •�OIIOE011�1ROKF11MI1MAUYAUCF,INC . 02/05/02 TUE 16:02 FAX @1001 DEAN RUSSELL CONSTRUCTION INC. 384 15TH AVENUE SOUTH JACKSONVILLE BEACH, FL. 32250 '��'°" 241-3334 FAX 241-ZOZS TW. Fm Phone: From: Dote: Rt: Pages: 0 For Review O Pie=Comzneat D Please Rm* ❑Pkaso Rocycia Lo e�o .a Titna: � Day: PAGE 1 date: 11/28/2001 MANNING BUILDING SUPPLY LOG # : A0932 TRUSS DIVISION JOB #: JACKSONVILLE alesman: DAVID PRICE Pitch: 4/12 Customer: DEAN RUSSELL CONST Job Name : SONRISE WORSHIP CENTER »Address : Address : 600 LEVY ROAD ATLANTIC BEACH Designer: JS -------------------------------------------------------------------------------- Qtyl Span I OeHt I ROiHht I Description -------------------------------------------------------------------------------- '" 1 30 ' 2 ' 2 ' Al 1 30 ' 2 ' 2 ' A2 1 30 ' 2 ' 2 ' A3 1 30 ' 2 ' 2 ' A4 1 30 ' 2 ' 2 ' A5 8 30' 2 ' 2 ' A6 2 7 ' 0112 2 ' 9"15 0 ' HJ5 DC 11 5 ' 2 ' 0 ' EJ5 NC 4 3 ' 2 ' 0 ' CJ3 2L 2R 4 1 ' 2 ' 0 ' Cil 2L 2R ** Hardware Roof ** 50 2x8SP 2x8 Seat Plates ------------------------------------------------------------------------------- 14 - Trusses 50 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 21 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 35 - Total Trusses RAISED SEALS 3SpSE WORSHIP CENTER LOC: 600LEVYROAWARNING N D T E DESIGNER : J I M S I MON i . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY APPROVAL DATE= DEL. DATE co ATTENTION BUILDER IS RESPONSIBLE TO INFORM ALL SUBCONTRACTORS AND FRAMERS NOT TO CUT , io o DRILL OR NOTCH ROOF TRUSSES OR BEAMS . 85 m BUILDER WILL BE RESPONSIBLE FOR REPAIRS , REPLACEMENT COSTS &/OR ENGINEERING FEES . Rl MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 30' x 4 (A0932-SONRISE WORSHIP CENTER - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD: 1 RDW @ 12" o.c. ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS #1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X8= W3X5 = Wl.5X4 III W3X5= W5X8 4 Fil FR 4 T 1-11-15 8-1-2 W1.5X4 III W3X8= HS412 = W3X8= W1.5X4 III W3X8(A1) WNB(A1) 2� 0-0 f 12-0-0 { 5-0-0 { 20-0-0 i 5-0-0 i fE 30-0-0 Over 2 Supports - R=2162 U=757 W=8" R=2162 U=757 W=8" PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD �19�5c FL 3 R - Scale —WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A'.D T C L L 20.0 P S F R F F R151--73347 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAIE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MAO ISDN, W[ 537191, FOR SAFETY PRACTICES PRIOR TO M PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M. T C D L 7.0 P S F DATE 11/28/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. yy **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINLERLi :�'••' ��'%:, BC DL 18.0 PSF DRW HCUSR151 01332508 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANC .42704 B C L L 0.0 P S F H C-ENG M N M/WMR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIE IC ATE PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL T CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0� T 0 T.LD. 45.0 P S F S E Q N - 22649 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER "p� {V DRAWINGS I60 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .' CRI �j►�'. D U R.FAC. 1.25 FR0M JS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR US5 COMPONENT DESIGN SHOWN. THE SU I TAB IL IT ANO USE OF THIS Plaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BU11) G IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No v Y SPACING S E E ABOVE FLCertifcateofAuthorization#567 ANS17TPI 11995 SECTION 2. (A0932-SONRISE WORSHIP CENTER - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5= W3X5= W3X5 W5X5 4 4 2-7-15 8 -1-2 ----a � — —7�� +WU5= HS412 = W3X5T_::=� W3X6(A1) = W3X6(A1) 1_2-0-0_ 12-0-0 7-0-0 16-0-0 7-0-0 �E 30-0-0 Over 2 Supports =j R=1469 U=763 W=8" R=1469 U=763 W=8" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5',a FL 3 R - Scale 1875"/F —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING ANG T C L L 20.0 P S F R E F R 1 5 1--73348 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATT ■�. INSTITUTE, 583 D'ONOFRIG DR., SUITE 2Q0, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNORO SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 11/28/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIE ING. b•'• "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �`{�- � ��: BC DL 18,0 PSF DRW HCUSR151 01332509 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S.; •4?7A� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 4 l� �'+L B C L L 0.0 P S F H C-ENG M N M/W M R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� S 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, E%CEP' AS NOTED. APPLY CONNECTORS TV O t �y` TOT.LD. 45.0 P S F S E Q N - 8074 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAI. ENGINEERING 4•w�✓• D U R.FAC. 1.2 5 FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A1[. Flaine5 City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY GF THE BUILDING DESIGNER, PER N 0 v i SPACING 2 4.O" FL Certificate ofAuthoriTE6on#567 ANSI/TPI 1-1995 SECTION 2. ��� (AO932-SONRISE WORSHIP CENTER - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W1.5X4 W5X7= W1.5X4 III W5X7= W1.5X4 4 --, 4 3-3-15 8-1-2 W3X5= W5X7 = W3X5= W3X6(Al) W3X6(A1) 12-0-02-0-0- I� I I 9-0-0 I 12-0-0 I 9-0-0 E 30-0-0 Over 2 Supports - R=1469 U=765 W=8" R=1469 U=765 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5<a FL - 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151- -73349 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE K INSTITUTE, 583 D'ONO1RIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED fp T C DL 7.0 P S F DATE 1 1/28/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `*IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE IN ST ALL ATiQN CQNTR ACT OR. ALPINE ENGINEERED BC DL 18.0 PSF DRW HGUSR151 01332510 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j. �t 42�Jo� BUILD THF TRUSSES IN CONFORM ANS_E WE TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •A i =* g C L L O.0 P S F HC-ENG M N M/WM R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I ,� CONNECTORS ARE MADE OF ZO06ANE ASTM HA653ER' GR40 GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R �t� T 0 T.L D. 4 5.0 P S F S E A N - 8078 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V DRAWL 4 G 5 160 A-2. THE SEAL ON TMls DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING mow, O U R.FAC. 1.2 5 FROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o v 2 n .O" FL Certificate ofAuthoriration#567 ANSI/TPI 1-1995 SECTION 2. SPACING 4 (A0932-SONRISE WORSHIP CENTER - A4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L1360 LIVE AND L/240 TOTAL LOAD. W5X5 = W3X5= W5X5 W3X5 4 r /NE:: W3X5 —, 4 3-1I1-15 8-1-2 1 W5Wl.5X4 III 4. III W3X6(A1) = W3X6(A1) 2I_ DDI 2��� o0 J 1— 11-0-0 I 8-0-0 I 11-0-0 I fE 30-0-0 Over 2 Supports R=1469 U=769 W=8" R=1469 U=769 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STS 19.,5a FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS HR,TL TC LL 20.0 P S F R E F R151- -73350 INSTITUTE, 5R3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53X9), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 11/28/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - � •••• .F **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINELRED :V B C DL 18.0 P S F D R W HCUSR151 01332511 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIURE TO. 704 BUILD THE TRUSSES IN CONFORMANCE WITH P1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AVD 1 * BC LL 0.0 P S F HC-ENG M N M/W M R A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE STG SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MACE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS IJ •=ii TOT.L D. 45.0 P S F S E Q N - 8082 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - dip {ate OR AWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,, ' D U R.FAC 1 2 5 F ROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THI;i L Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N a, FL Certificate of AuthorizationN567 ANSI/TPI 1-1995 SECTION 2. t SPACING 24.0° (A0932-SONRISE WORSHIP CENTER A5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7 = W5X7 W 3 X 5; 143X5 4 — — 4 4-7I-15 8-1-2 1 WI.5X4 III W5X7 = W3X5= Wl.5X4 III W3X6(Al) = W3X6(Al) 2I 00I '- p0 2� J L. 13-0-0 I 4-0-0 I 13-0-0 I fE 30-0-0 Over 2 Supports R=1469 U=774 W=8" R=1469 U=774 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL 3 R - Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.O P S F R E F R151-73351 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ■■ INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI OR TO 1�1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �s. TC DL 7.0 P S F DATE 11/28/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •L� ' '.� /► **IMP IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •4 �� C D L 1 8.O P S F D R W HCUSR151 01332506 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ,�/Ji�7 . GUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Q� =1 B C L L 0,O P S F HC-ENG M N M/W M R 04 ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH AP PI ICAB LE PROVISIONS OF NDS (NATIONAL DESIGN 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE T O T.L D. 45.0 P S F S E A N - 8085 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4C GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO may` EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SI GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .� OUR.FAC. 1.25 F ROM JS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIAB ILIlY AND USE OF THIS t Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING, DESIGNER, PER N al' FLCertifcateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" (A0932-SONRISE WORSHIP CENTER - A6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5 W3X5; W3X5 4 — 4 (A) (A) 5-3-15 8-1-2 W1.5X4 III W5X7= W1.5X4 III W3X6(A1) = W3X6(Al) 2 1_2-0-0_ _I I. 15-0-0 I 15-0-0 I fE 30-0-0 Over 2 Supports Ed R=1469 U=780 W=8" R=1469 U=780 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a _ T— FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T(. L L 20.0 P S F R E F R151- -73352 BRACING. REFER T%HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE !, IJ INSTITUTE, 583 D'ONOFR91 DR SUITE 200, MADISON, WI 53719), FOR SAFE TV PRACTICES PRI Oft TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR G PERLY ATTACHED M. F.0 D L 7.0 P S F DATE 11/28/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +4 R. ��► p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ��l�'.1f� B C D L 18.0 P S F D R W HCUSR151 01332512 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2704 BUILD TI{E TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND -'/ L,; _ gl; L L 0.0 P S F HC-ENG M N M/W M R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAEN, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �' �F f T"0"i.L D. 4 5.0 P S F S E Q N - 8 0 9 1 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SI GN, POSITION CONNECTORS PER .y,6 -- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ♦� 8! ���d D U R.FAC. 1.25 F ROM J S Alpine Engineered Products,Inc. ftEGPONSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1taines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUI I.DI NG IS TME RESPONSIBILITY OF THE BUILOING DESIGNER, PER ,• 2 4.D" FL Certificate ofAuthorivation#567 ANSI{TPI 1-1995 SECTION 2. NOV SPACING (A0932-SONRISE WORSHIP CENTER - CJ1 2L 2R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L1360 LIVE AND L/240 TOTAL LOAD. 4 r--- i i 0-7-15R=-178 8-5-6 0-7-15 R- 178 U=1808-1-2 -T- R=-16 U=180 -T- W2X4( 11 1-0-12 1-0-0 Over�S�upports R=402 U=427 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ea FL 3 R - Scale =.375" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �_^----.----}— BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u 1 C L L 20.0 P S F R E F R151--73346 INSTITUTE, 583 D'ONOFRIO DR., SUITE Z0O, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _••'� 7.0 P S F DATE 11/28/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •� *`IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �••• •• �� BC DL 18.0 PSF DRW HCUSR151 01332507 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 42704 BUILD THE TRUSSES IN CONFORMANCE WI TN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ( B C L L 0.0 P S F HC-ENG M N M/W M R A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OY ISIONS OF NO (NATIONAL DESIGN _'�( SPECIFICATION PUBLISHED By THE AMEft ICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINEhYE'OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L��' T 0 T.L D. 4 5.0 P S F S E Q N - 8055 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PER ��r�� ~ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Maines City,FI, 33844 COMPONENT FOR ANY PARTICULAR B01LDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o V SPACING 2 4.0" FLCertificate ofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (A0932-SONRISE WORSHIP CENTER - CJ3 2L 2R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4 (— T ak-9 1 6 R=26 u=180 1 3-151-3-15 8-1-2 R=37 U=180 W2X4(A1 �--2-0-0J-3-0-12----J 3-0-0 Over 3 Supports) R=326 U=269 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.E FL 3 Z.- R Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CAPE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND --��—� T C L L 2 P S F R E F R151--73345 BRACING, REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE t INSTITUTE, 583 D'ONOFR 10 OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 1 1/2 8 0 1 PERFORMING THESE ON OTT 5. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�" ••[t�4• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED may; G C D L 18.0 P S F D R W HCUSR151 01332513 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �• 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI', OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO 4270}d i B C L L 0.0 P S F H C-ENG M N M/WM R ALPINE 8RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _l 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANp PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO !* OF TOT.L D. 45.0 P S F S E Q N - 8052 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �f, yA DRAWINGS 160 A-Z. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGV,R, D U R.FAC. 1.25 F ROM JS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I'lanies Cit)',FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N O v SPACING 2 4.0" FL Certificate ofAUthorization#567 ANSI/TPI 1-1995 SECTION 2. (A0932-SONRISE WORSHIP CENTER EJ5 NC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 49 R=100 U=180 T 1-111-15 1-11-15 8-1-2 R=78 U=180 W2X4(Al) L-2-0-0 _�E 5-0-12 �-5-0-0 Over 3 Supports R=391 U=281 W=8" i PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL 3 R - Scale *WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND xBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151- -73344 INSTITUTE, 583 DLO NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.D P S F DATE 11/28/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � /k p `*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = f�j�� �s� BC DL 18.0 PSF DRW HCUSR151 01332505 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �.42704 j ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ BC LL 0.0 P S F HC-ENG M N M/W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIN tp7E f� TOT.L D 45.0 P S F S E O N - 8049 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SI GN, POSITION CONNECTORS PER /�p DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R,� � D U R.FAC. 1.2 5 FROM J S Alpine Engineered Products,Inc. RESPONSIB ILIIY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TI{IS Haines City,FL 33844 OMPONENT FOR ANY PARTICULAR BHII.DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N 0 4 Fl,CeniScateofAuthorization tl567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" (A0932-SONRISE WORSHIP CENTER - HJ5 DC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 5-0-9 SUB-FASCIA BEAM ON THE 0-0-8 THEIR OVERHANGS: 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT CANTILEVER SIDE. 5-0-9 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE REQUIRES 40 LBS AND THE 3-0-0 SPAN/SETBACK MEMBER ON THE SIDE. 0-0-8 CANT SIDE REQUIRES 40 LBS. HIPJACK SUPPORTS 5-0-0 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 2.83 9-9-5 T R=166 U=335 1-11-12 1-11-12 .8-1-2 R=124 U=180 W2X4(A1) -2-9-15 -JE 7-0-14 _I L7-0-2 Over 3 Supports R=389 U=613 W=11.314" PLT TYP. Wave TPI-95 Design Criteria: TPI STDD� 19,5c FL 3 R - Scale =.375" Ft. *WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO TC LL 20.0 P S F R E F R151- -73343 *8 RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PI ATE �p INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI O" TO ma PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOftD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 11/28/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. x*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �• • r�'F'� BC DL 18.0 PSF DRW HCUSR151 01332504 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 1HIS DESIGN; ANY FAILURE TO = .42704,' BUILD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, [NST ALLING Ah'C ALPINE BRACING OF iRU5SE5. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T �r g* B C L L 0.0 P S F H C-ENG M N M/WM R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .TATE C OF J TOT.L D. 45.0 P S F S E O N - 22646 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTE O. APPLY CONNECTORS TO7 ! � � EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER o a DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL INGINEERING K.� _� �" D U R FAC. 1.25 F R 0 M J S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 4 Ew Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER f• FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Nov SPACING SEE ABOVE SBC: 110 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE — (1) 2X6 "L" BRACE - (2) 2X6 "L" BRACE GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 11" 6' 10" 7' 0" 8' 1" 8' 4" 9' 8" 9' 11" 12' 9" 13' 1" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 8" 9' 8" 12' 2" 12' 2" 14' 0" 14' 0" GROUP A: HF STUD 3' 10" 5' 11" 5' 11" 7 9' 7' 9" 9' 8" 9' 8" 12' 1" 12' 1" 14' O" 14' O'" SPRUCE-PINE-FIR HEM-FIR W ® STANDARD 3' 10" 5' 1" 5' 1" 6' 8" 6' 8" 9' 0" 9' 0" 10' 5" 10' 5" 14' 0" 14' 0" 51 2 ISTANDARDI W2 STUD -� 1 4' 4" 6' 10" 7' 4" 8' 1" 8' 9" 9' 8" 10' 5" 12' 9" 13' 8" 14' O" 14' 0" a STUD 3 STANDARD Sp #2 4' 3" 6' 10" 7' 4" e' 1" e' 91" 9' 8" 10' 5' 12' 9" 13' 8" 14' 0" 14' 0" #3 4' 1" 6' 1" 6' 1" 8' 0" 8' 0" 9' 8" 10' 2" 12' 6" 12' 6" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE d DFL STUD 4' 1" 6' 0" 5' 0" 7' 11" 7' 11" 9' 8" 10' 2" 12' 4" 12' 4" 14' 0" 14' 0" rSTUD STUD STANDARD 3' 11" 5' 2" 5' 2" 6' 10" 6' 10" 9' 2" 9' 2" 10' 8" 10' 8" 14' O" 14' O" STANDARD STANDARD --+ 1 2 4' 6" 7' 10" 8' 0" 91 3" 9' 6" 11' 1" 11' 4" 14' 0" 14' 0" 14' 0" 14' 0" E SPF #3 4' 5" 7' 3" 7' 3" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD 4' 5" 7' 3" 7' 3" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: W STANDARD 4' 5" 6' 3" 6' 3" 8' 2" 8' 2" 11' 0" 11' 0" 12' 9" 12' 9" 14' 0" 14' 0" > 1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" HEM—FIR 1 & HTR S P #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' I1" 14' 0" 14' 0" 14' 0" 14' 0" I W 3 4' 8" 7' 5" 7' 5" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" DFL STUD 4' 8" 7' 4" 7' 4" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 6" 6' 4" 6' 4" 8' 5" 8' 5" 11' 1" 11' 3" 13' 1" 13' 1" 14' 0" 14' 0" 2 2 d 1 2 5' 0" 8' 7" 8' 10" 10' 2" 10' 6" 12' 2" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" SPF T h #3 4' 10" 8' 5" 8' 5" 10' 2" 10' 2" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" �J HF STUD 4' 10" 8' 4" 8' 4" 10' 2" 10' 2" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" 0 1 1 STANDARD 4' 10" 7' 2" 7' 2" 9' 6" 9' 6" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: P 1 5' 6" 8' 7" 9' 3" 10' 2" 11' 0" 12' 2" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" 2 5' 4" 8' 7" 9' 3" 10' 2" 11' 0" 12' 2" 13' 1" 14' 0" 14' 0" j 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. (\) #3 5' 1" 8' 7" 8' 7" 10' 2" 10' 9" 12' 2" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 115 PLF OVER -{ DFL STUD 5' 1" 8' 6" 8' 6" 10' 2" 10' 9" 12' 2" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 0" 7' 4" 7' 4" 9' 8" 9' 8" 1 12' 2" 12' 6" 14' 0" 14' 0" 14' O" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTi PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH lOd NAILS. GABLE TRUSS 'Io FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 2X4 #2N OR BETTER IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: 1 T + **FOR 2 'T." BRACES: SPACE NAILS AT 3" O.0 DOUBLED WHEN DIAGONAL . VERTICAL LENGTH MAY BE 18" ; IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. + BRACE IS USED. CONNECT ..L., "L" BRACING MUST BE A MINIMUM OF 807. OF WEB DIAGONAL BRACE FOR 7401+ BRACE MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH Is I4I GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD 1I OR #3, SPF #1/#2 r VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN OR BETTER DIAGONAL 18 # LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0 BUT IN TABLE ABOVE. BRACE; SINGLE OR L 1 + + + LESS THAN Il' 6'. 2X4 DOUBLE CUT (AS SHOWN) AT UPPER END. GREATER THAN 11' 6" 2.5X4 II ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR �Illfll` PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWINGS S11015E & GE-001 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, FDRWG C-GABI1015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR u SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ^• /25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL pl HAVE A PROPERLY ATTACHED RIGID CEILING. •••I"S � F 1015EN0699 **IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE fALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, S HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AREMADE Of 20GA • STAVE OF .•* TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s•� �p POMPANO BEACH,FLORIDA DRAWINGS 160 A—Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL .,,� �QN• ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE ,,.`f SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE AX. SPACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Nou2 2X6 'T" GABLE DETAIL GABLE VERTICAL PLATE SIZES 2X4 "T„ REINFORCING MEMBER SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET-IN VERTICALS y MEMBER BETWEEN CHORDS SIZE OVERLAP LESS THAN 4' 0" 11X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN GREATER THAN 11' 6" 2.5X4 2.5X8 REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + • IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL 2X8 SBCCI WIND LOAD. LENGTH TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "I'" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 7. 100 MPH 2x4 10 7 10 % 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 7 10 % 30 FT 2x6 40 Ti 40 % + + 90 MPH 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 7 40 7. THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 7 10 7. RIGID SHEATHING 30 FT 2x6 30 7. 50 7. 4 TOENAILS ATTACH EACH "T" REINFORCING MEMBER WITH 80 MPH 2x4 10 7 20 % HAND DRIVEN NAILS: 15 FT 2x6 10 7 30 % Lod COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 80 MPH 2x4 20 7. 10 7. COMMON TOENAILS IN TOP AND BOTTOM CHORD. REINFORCING30 FT 2x6 20 % 40 % MEMBER GUN DRIVEN NAILS — 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 20 AND BOTTOM CHORD. 15 FT 2x6 0 % % 7. 20 7. 70 MPH 2x4 10 7. 20 % GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 7 30 % TRUSS SPACED GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: 4' O.C.. ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS 'F" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015ENO699, S09015EN0699, S08015ENO699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030EN0699, S09030EN0699, S08030EN0699, 307030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 -*WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR /J• , DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ��m TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL w.., HAVE A PROPERLY ATTACHED RIGID CEILING. •��• EPI DRWG GBLLETIN0699 •«IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 7 ENGINEEREFROM ALPINE DESIGN; ANY FAIIPROLURESTONB61LD THE SHALLOTRUSS SEINONSICONBORMANRCEANY WITHEVIATPITION OR FABRICATIING. 3 "' —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH y y =1 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7� • 7� 17{, AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA StATE't5F �E TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •• _- POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ftl FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE w�`•c SUITABILITY AND USE OF THIS COMPONENT F"OR ANY PARTICULAR BUILDING IS THE `, AX SPACING 24 0" RESPONSI131L ITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Rod 2' CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WEB T-BRACE OR NARROW FACE L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH /'z FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 ■+WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED `■r� BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR IE1. - DL PSF DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �K L PSF DRWG BRCLBSUB0699 HAVE A PROPERLY ATTACHED RIGID CEILING. •� I• ■KIMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 7*, � ! APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE tF'Y AMERICAN FOREST AND PAPER ASSOCIATIDN> AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA t STATE Q 'P LD. PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF , ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ._.i >',. FAC. POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �. �.w ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE r SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE f.E ACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-]995 SECTION 2. lo,--.9, CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING T806jtr£�b4IN0LE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 2475877 co �0 Ze/S8/Z :a�eQ ti 0�rj PERMIT INFORMATION LOCATION INFORMATION -� .�Number: 23419 Address: 600 LEVY ROAD -----Permit Type: CHURCH ADDITION ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: CHURCH Lot(s): 1 - 6 Block:247 Section: b Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 60,000.00 OWNER INFORMATION CU KM Date Issued: 2/05/2002 Name: SUNRISE WORSHIP CENTER � Q Total Fees: 459.00 Address: 600 LEVY ROAD a Amount Paid: 459.00 ATLANTIC BEACH, FL 32233 �m Date Paid: 2/05/2002 (904)477-1515 W Work Desc: C NSTRUCT ADDIT LAN. F I. 900 A CONTRACTORSXOWLICATION FEES DEAN RUSSELL CONSTRUCT {T � 450.00 R. 4.27 ' 0.23 l 4.05 �. 0.45 Mm a *' •ti's. NOTICE file TtT, UE 1'I= t `> 1 R T4 i ECTION BUILDING MATERIAL ISH A RIS FROM THIS llV MUST NOT ELIC SPACE,AND MUST BE CLEARED UP' FtJ AX Imo, _ CT(OR O 1 "FAILURE TO COMPLY H LT IN THE PROPERTY OWNER 1UCORDING TO APPROVED PPF RMIT AND SUBJECT TO REVOCATION FOR TION OF APPLICABLE PROVISION W Cn 1U ro m to m 1'V m M ro n ro AIYANEP, BEACH BUI G DEPT. (458.88 14 wy Date: 2/85/82 81 Receipt: 8831869 - CHECKS 1258 �: 88188883221888 tti PROPERTY DESCRIPTION T Lot # Block # Section # 17(- Subdivision: , Street Name �J DESCRIPTION Oijr � RTf or Address: 60a Lew /F 41aj (If iri a FLOOD HAZARD Flood Zone: /1/(, area complete page 3) Brief Description&-jlgre we Class of Work: (New/ Remodel/Addition:..._ /gGl�`�I`gyi ZONING INFORMATION Type of Construction: �'la�� G,,,//I r✓/ [AI&MI Zoning Proposed District: Use: C urG4 Estimated Value Exceptions or Variances Materials: Granted: /f-0 P? Solid or Filled Ground: �i�/t� Roof: s� ^slej Method of Heating: oq,,"" -tr, OWNER INFORMATION �^ / Property Owner: �T�ati7�ic �aa.�[ �.,1`•�osr`R� /��ar�r Phone• /� '/6-/S - /--Mailing Address /ep0 /r zip: �aa3 CONTRACTOR INFORMATION Contractor: _l)eAtq / gue(� Gp hd 7`-u.0 fish Phone: Mailing Address: _?�y J '_ ,¢vC• .1`0u J&X. Beed( FL Zip: '~ O Expiration d��Q� STATE LICENSE NO: C j3G /7 1&17 �o Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY tMANNER, 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. Owner Sign �,� DATE��Iy/ Contractor Signature Y A/4DATE A/l SWORN 11TO AND SUBSCRIBED BEFORE ME BY �l�Jvna//y /Z •�-� THIS DAY OF �!/e L ger.,L. i , 19•9. Q-dU // Cion 1 Waugh MYCOMM6SSWN#CC71%26 EXPIRES NOTARY'PUBLI Apri 20,2002 ' KWW1MWFainMAWXwe FLOODPLAIN DEVELOPMENT INFORMATION Location:: OQ B vy 1 of Type of Development: Flood Zone: X. Required Lowest Floor Elevation: `eZ f If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMNMNTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-741 and all other laws or ordinances affecting the proposed development. Date yv Applicant's Signature Department Use: Required Lowest Floor Elevation i As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative PREPARED 12/10/02, 8:13:27 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/10/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 600 LEVY RD SUBDIV: CONTRACTOR W.W. GAY MECHANICAL CTR. PHONE (904) 387-7915 OWNER SUNRISE WORSHIP CTR INC PHONE PARCEL - APPL NUMBER: 02-00024987 MECHANICAL ONLY ------------------------------------------------------------------------------------------------ PMIT: NICH 00 NgMNICAL PSYMIT RICo TED INSP DESCRIPTION TYP/SQ CO LETED RESULT RESULTS/COMMENTS ------------ ----------------------------------------------------------------------------------- 34 01 /10/02 LJH ME FINAL TIME: 13:00 W.W. GAY 545-0266 •!0 HOZ [. ------- -- --- -- ----- - ---------- COMMENTS AND NOTES -------------------------------------- CITY OF Office of Building Official REQUEST FOR INSPECTION DatePermit No, Time A,M, Received P.M. Job Address Locality Owner's C7 < N. Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL i D Footing Ij Rough Wiring E Rough D Air Cond. & D, Re Roofing 11 Slab E, Temp Pole 0 Top Out 0 Heating Insulation 0 Lintel El Final 0 Sewer 0 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. CTUD Wed. Thurs, Friday A.M. Inspection Made N W, P.M. Inspector- Final Inspectio \j V Certificate of ,,<upncy 0 Date CITY OF 4&a& A"-49" Office of Building Official REQUEST FOR INSPECTION Date Y% C,3 Permit No. � 3-11 Time , io Received —!I P.M. cr, VV Job Address Locality Name Owners2, 4�,- C Ear LL-S—Contractor CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing 0- Rough Wiring 0 Rough 0 Air Cond.& ED Re Roofing ❑ /Stab 0 Temp Pole 0 Top Out 0 Heating Insulation Cvv Lintel 0 Final 0 Sewer 0 Fire Place Pre Fab R ADY FOR INSPECTION Mon. Tues. Wed, Thurs. (Friday A.M, Inspection Made A P.M. -01 Inspector— Final Inspection 11 Certificate of Occupancy ri Dale CITY OF 4&aa& BwcA-44%d* 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. 2 Time A,M- Received P.M. AeVV Rd Job Address Locality Owner's 'J.—Ax( Name Contractor BUILDING CONCRETE ELECTRICALfPLUMBING, MECHA ICAL Framing tl] Footing E Rough Wiring 0 Rough 0 Air Cond. & C Re Roofing E, Slab Ell Temp Pole Top Out Heating Insulation C Lintel E, Final 0 Sewer Fire Place 0 Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs, Friday A. Inspection Made Inspector— Final Inspection 0 Certificate of Occupancy 1-1 Date —15---�/� — CITY OF Office of Building ,offici I ffici REQUEST FOR INSPE 10 Date y Per 0. Time A.M Received Job dress Loc it Owner's Name 4 ritractoti BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring F-j Rough 0 Air Cond. & Re Roofing "I Slab C.. Temp Pole E, Top Out 0 Heating Insulation 0 Lintel 0 Final E-1 Sewer 0 Fire Place is Pro Fab READY INSPECTION Mon, Tues. Wad,) Thurs. Friday A.M. Inspection Made RK Inspector— Final Inspection 1.1 Certificate of Occupancy 0 Date — CITY OF Off e otildi Official ' BU R QUI E E T Off NSPECTION Date s3 Permit No, Time A.M. Received .M Job Address Locality wn U�- Contractor s v Hamer =BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing D Rough Wiring D Rough D Air Cond.& Re Roofing 0 Slab 0 Temp Pole Cl Top Out 0 Heating Insulation D Lintel I-Ii Final 0 Sewer C3 Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs, Friday A.M. Inspection Made RK Inspector— Final Inspection 11 Certificate of Occupancy Ei Date -- j/- nnCITY OF 4& bie=A-0;k" Office of Building Official REQUEST FOR INSPECEitNo. Date �j ,c� Per Time A.M. Received RM, Job Address Locality Owner's Name Contractor BUILDINGCR E ELECTRICAL PLUMBING MECHANICAL Framing C ❑ Rough Wiring Rough ❑ Air Cond.& 0 Re Roofing d Slab LJ /Temp Pole G' Top Out O Heating Insulation E lintel LL1 Final 0 Sewer C Fire Place j (G Pre Fab READY FOR INSPECTION A.M. Mon. Tues. , Wed. Thurs. Friday P.M. Inspection Made 7 ��.• A.M. Inspector Final Inspection 0 Certificate of Occupancy❑ Date X24/ --333 / ��r/t� ����,, /CITY OF t�{+�iI o Office of Building Official REQUEST FOR INSPECTION Daje _ Permit No. TiA.M. ReP.M.�nsOwNaBUCONCRETE ELECTRICAL PL SING MECHANICAL Framing ❑ Footing 13 RougN-iring E3 Hough ❑ Air Cond.& �' Re Rooting Stab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel Li Final Q Sewer D Fire Place L Pre Fab READY FOR INSPECTION h A.M. Mon. Tues, Wed. Thurs. Friday M, i A.M. Inspection Made P.M. inspector _ Final Inspection❑ Certificate of Occupancy G Date CITY OF Office of Building Official fj'`j REQUEST FOR INSPECTION Date t{Z_!_41— `-' _ Permit fro Time A.M. Received P.M, t _ Job dress Locality t Owne s J � Name Contra BUILDi CONCRETE RICA PLUMBI M CHANICAL Framing 0 Footing ding D Rough O Air Cond.& ❑ Re Roofing Q Slab 0 Temp Pole 0 Top Out ❑ Heating Insulation 0 Lintel D Final D Sewer 0 Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday M. A.M. Inspection ad V PM. Insp r Final Inspection O Certificate of Occupancy❑ Date CITY OF + 4 01 tY��cl"rrs /3�Cif�'T� Office of Building Official �j REQUEST FOR INSPECTION Date T� `-� Permit No. Time A.M. `,�` Received P.M. ���� 1,--,�- t Job Address Locality Owner'sWas i�I�2 J__){ �� Name C ntracior BUILDING CONCRETE . ELECTRICA PLUMBING MECHANICAL Framing 0 Footing O Rough Wiring -i Rough Q Air Cond.& Re Roofing Q Slab ❑ Temp Pole 0 Top Out L,, Heating Insulation Q Lintel ❑ Final Sewer ❑ Fire Place Q Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday—PM, 'L A.M. Inspection Made �� _ P.M. Inspector Final Inspection❑ Certificate of Occupancy ,L-49+-r) a Date Q►�LANri�, CJ _ �lOR%DQ' • OF ADDITIONS or CORRECTIONS ii NOT REMOVE JOB ADDRESS DATE l90d UfEc v > 3 /zCo t 0 2.- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Q ► ..t b tf,��`i 55e�G A 10 # , UV $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been, made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. CITY OF Office of Building Official APR 6 R QUEST FOR INSPECTI Date t Per it No. 23 f t i/ Time Recei P.M. Job Address Locality Owner's 1 f Name 0—Y� r" 1 �y t: Contractor CONCRETE ELECTRICAL PLUMBING MECHANICAL 0 Footing 0 Rough Wiring D Rough 0 Air Cond.& O Re Roofing 0 Slab r_ Temp Pole ❑ Tap Out E Heating Insulation ❑ Lintel ❑ Final 0 Sewer 0 Fire Place 0 DwA)) READY FOR INSPECTION Pre Fab Mon. Tues. ( Oji hur Friday i�\n rt'C'``•` A.M. Inspection Made 11 L nspector Final Inspection 0 Certificate of occupancy G Date 14 CITY OFtrmit ` ('q �I�c Bwac4 {A Office of Buildin AF R !N REQUEST O Date 9 �% Time A. Received 17 J Address n Locality 0 er's Na Contractor BUILDIrt O. LECTRICAL PLUMBING MECHANICAL Framing Cl E Rough Wiring Ci Rough C7 Air Cond.& E3 Re Roofing Ci Sit ab Temp Pole 10 Top Out O Heating Insulation 0i Lintel O Final D Sewer 0 Fire Place ❑ qo�— Pre Fab READY FOR INSPECTION f Mon. Tues. Thurs, Friday 7— A.M. Inspection Made P.M. 4 Final Inspection 0 Inspector Certificate of Occupancy C Date Locally Owned 8 Operated a �Uc.#67781 Insured4308 Turnbull Drive Art St.Augustine,Florida 32092 W.D.O.•TERMITE PROTECTION•PEST CONTROL 904940.6777 6897 Phillips Parkway Drive N. Jacksonville, Florida 32256 DATE: C'� lj(')I�U) Transaction#: PO#: 904-940-6777 CUSTOMER NAME + `� ��1 HOME PH: WORK PH: COVERED PRE ISES ST.. � 1- ! l FAX PH: CITY t j t STATE t ' ZIP CODE DIRECTIONS MAILING ADDRESS SQ.FT- I& /� SOIL � BLOCK SERVICE TYPE CHEMICALS /I ' � ��& SERVICE CHARGE PAYMENT TAX TOTAL A OUNT CUSTOMER SIGNATURE X: BUG AWAY,INC.TECHNICIAN• Ail late payments will be assessed a 5%late fee.A$20.00 fee will be assessed for all returned checks. s APPLICATION FOR SEPTIC TANK PERMIT Name of Owner �j�/► ""*' (Marling Address > 1. 1 Des r �tio & Loca ion on Property r Type of Building Size of Lot X No. Bedrooms No. persons served by septic tank Signed: Owner Telephone No. Date � Name and Address of septic tank contractor t r DO NOT WRITE BELOW THIS LINE TO BE FILLED IN BY CHD) V � Specifications: i i' Results of Soil Test: Date: Signed: { z J a_ a T at ,)cir __@E'tin- «QF' _);�^ i WdU IJy I—Ii c11 _. I �i,, .-:^-- Gr 11r ich an M T rn.: �?_t;'T li177 _Ltd 18i V'� i 7.^1_...,� �.., rl1, for �nul) 1 _- J _�) , i _• + ,l \ i _`_ 1, f. .! / r f .'..' //'/1.�. l AY ^ m itabi.li_ty of t?�e _r oof t,-c,a0 F3s�:::> .r p !> FOR OFFICE USE ONLY 111 Date------------------------------------19 ...... Permit #------------•-•- ----.-..Fee$........................ CITY OF ATLANTIC BEACH valuation $- FLORIDAHouse #---------------------------------------------- ......... .......................................................................... APPLICATION FOR BUILDING PERMIT A7 � Application is hereby made for the approval of the detailed statement of the plans and s ci�wations 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....d...`... Owner..A��/tJJ,'.C....ReiC�-...�Qr/ �C��1 1.....rk..55.-Address.......ka....i,�-1y.._K�.).............Telephone No.�-�1�.-��A.,1_. Architect------•--------------t-..... ................................................Address...........................................................Telephone No............................. Contractor Builder------------ __.......................Address..-------•-•--•---•--•---.................................Telephone No.................---------_ No--------_------ ----_------•-•--------•--Block No..�1./,d-5—V.7.Sub Divisii-on Zone..... _-- Street... ,Side Between...-.!.. . &NO._. _rre nd----------------•-•---•-----.------------.---------.--Sts. ��w c. Valuation $--------------------------------For what purpose will building be used......s.ti 1-'-lrt"___-.___-Tof 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?........................................ 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---•--•-•-----•-----•-----..-----•--•------- " APPROVED This rectangle is to represent the lot. CITY OF AT TIC BEACH Locate the building or buildings in the BUIL. OFFICE ght position. Give distance in feet from Il lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall 9- be submitted with application. 2 �J Inspections required. 1. When steel is in place and ready to pour footing. W 2 4 W 2. When steel is in place and ready to pour columns and/or lintel. a a 3. When steel is in place and ready to pour beam. k 4. When framing is completed. 7d �pF 5. When rough plumbing is completed,and ready to cover up. W 6. When septic tank drain field or sewer is laid but before it is covered. A 7. Electrical inspection by City of Jacksonville. W 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after �oF1 corrections are made. FRA 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 cifications, which are a part hereof, and in accordance with the building regulations of the City of lantic Be // Signature of Builder.... ! .. ` .. ......----•-... Address........... d.... eel JO . "" f'_-_... — Addressd0.....----/t 1 Signature of Owner... 7. /�S:-a............ rv%q 11, qO n Olp- ekA) V-5-e fo I�of lw MI Ala ps,Al, FOR OFFICE USE ONLY l.)--1 � - � Date----. ....---.19 ...... Permit ...Fee$....Nil............ CITY OF ATLANTIC BEACH Valuation .................................................. FLORIDA House *4�A....- �'Vr fo.�.A-- --------------------------------------------------------------------- APPLICATION FOR BUILDING PERMIT r 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 Ordinar ce 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. December 14 64 Date . . ...................... ., .......... ...-- , 19 OwnerAtlantic--Bch.---Pentecostal-_Holiness---—hWNI 5605-_Leslie ......... Rd. - 11QQ Jacksonville, Fla. 3 lu Architect ------•. ..... . •------------- -•- ----- -------------_----A4dress----- - -• -------•------------------•-------------_Telephone No....----.-•-- --------- bld to be done b church members , Contractor Builder - .---B-•-------------•-----------------....3'----• -------- Address Telephone To----------- Lot No.----1---thru--6--------------- -------Block No.----- --------......Sub Division__.._Seca.-H.._a.._PB 18 Pa�e 34 Zone SW Cor....Ley--Rd.-- & Main-----Street-------- - ----._._Side Between--................------- ---------------_-----....and------------------------------------------------------Sts. Valuation $..30-,0O0.00...._.For what purpose will building be used___._---ChUXCh---------------Type of construction.-dFft-. 0?,,,,)*._..... X , 1 102 x 28001 Dimensions of Building_- �-- . _._ . +....------Dimensions of Lot........................................................Size of Footings----td_._.!t!__a�d........ ._. Size of Piers.-------.-----------------------Size of Sills-... -----------Greatest Sill Span in ft------ '.-------_-__-.-Type Roof__.6 44?kk._...----------- How will Building be Heated? 1_..—Yet---.��".��------..__..__....Will Building be on Solid or Filled Ground?_...�alf_W................. Size of Ceiling Joists------------------------------------------- Distance on Centers----........................................ Greatest Span----------------------------•----------- • „ Size of Floor Joists_._ Dur�d >L�+ i!Di ra/N1�ttrYr----------------------------- Greatest Span----------.---------.---.---------------_.. " 54 Size of Rai � f'2_'x----------------------------, Distance on Centers..... -----............ -------------, Greatest Span.----------••----------•-----_----------- �Cls�®f, "T'k'dSS This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. �"► .1 . a 4. When framing is completed. � s � s Eil 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 A 7. Electrical inspection by City of Jacksonville. m ra 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. /Dz/ FRONT OF LOT 4.EV R.D. In consideration of permit given for doing the work as described in the above statement, we hereby agree to pe said said work in accordance with the attached plans and specificati6ns, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signature of Builder............................................................................... Address..................... ............ Signature of OwnerP_entecostal Ho 'ness Church, Inc. Address................................................................................ Rev. es L rt 5605 Leslie Rd. , Jacksonville, Fla. . 32210 P 84 leis Peparbult F D 7536 DUVAL COUNTY COURT HOUSE JACKSONVILLE, FLORIDA FEE$5.00 SEPTIC TANG PERMIT Name of Owner Address:Addressl Rey James L. Stuart,, 5605 YmUe Ad (10) Date- lZA2. 4 19 Installation At• ` Installation. By: NOTE: This Permit does not guarantee the successful func- tioning of this unit and the occupant will be responsi- ble for its satisfactory sanitary operation at all times. Septic flank Capacity: 71000 gallons. Drain Field F� SU OTMSIDE DIRECTOR--DUVAL COUN& HEALTH Dewy, CONSTRUCTION By-0, . .T el, SO- PERMIT TITLE VOID SIX MONTHS ATTER ABOVE DATE IF NOT STARTED DEPARTMENT OF BUILDING 3854 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 9/20 78 19 Valuation j Fee S N/C This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Atlantic Beach Pentecostal Holiness Chur has permission to build z cnic shelter (t– $ rary) Classification_ church ?ane Owned by Atlihn"n RIZA h Penteeo6t&' Ho rx"S Church Lot Bloc /D House No According to approved plans which are part this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE �_`. ► O Buildinx material, rubbish and debris Z,1 from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. Bill Me Davis Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL P