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Permit 1156 Main St (vault folder) PERMIT WORKSHEET Certificate of Occupancy Job Address: /1-5 Type Work: Property Owner: Phone # Contractor: Phone # 714q © N7 �e �h Permit#: Date Issued: Building Inspections: Footing Slab a l� Tie Beam Lintel Nailing / Sheathing 9,as•o3 Framing / Cover Up IC)-3,c) 3 Insulation 10--•7-o3 Final Building Tree Permit# YES NO Electrical Permit# _ S_j Date/ Copy to JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric V-.3,03 Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final -2 Released to JEA Mechanical Permit# 05 rt/ Inspections: Rough I,o. .Final L Plumbing Permit# Inspections: Rough / Underslab 9 -9 - ()73 Topout 10,4,12A Water/Sewer Final 1,2,--{ Drainage Inspection: I — I Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections- 0 Date Paid: Date Paid: �_Y PREFAX;F�-.D 10/02/03, 8:15:41 INSPECTION TICKET PAGE 8 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 10/02/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1156 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD, 1913SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0020- - o„ APPL NUMBER: 03-00026571 SINGLE FAMILY RESIDENCE 'o- - ------------------------------------------------------ ------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------------------------------------.t--_--_--_-_--____ _--_---- 11 01 9/12/03 LJH BD SLAB TIME: 13 :00 9/15/03 AP KEVIN 744 0747-FOUNDATION-first am pLCK# 17 01 9/25/03 LJH BD SHEATHING TIME: 13 :00 9/26/03AP NAIL OFF 744-074713 01 10/02/03 LJH BD FRAMING TIME: 08:00 744-0747 ------ ----------------------------------------------------------------------------------------------- PERMIT: ELEC 00 ELECTRICAL PERMIT SUB: SCHUMAN ELECTRIC INC. (904) 737-4040 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 10/02/03 LJH EL ROUGH TIME: 08 :00 ------------------------------------------------------------------------------------------------ PERMIT: MECH 00 MECHANICAL PERMIT SUB: AIR FLOW DESIGNS, INC. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 01 10/02/03 LJH ME ROUGH TIME: 08 :00 ------------------------------------------------------------------------------------------------ PERMIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING (904) 745-6302 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS —---------------------------------------------------------------------------------------------- 42 01 9/09/03 LJH PL ROUGH TIME: 08 :00 9/10/03 AP KEVIN BENNETT - 744-0747 43 01 10/02/03 LJH PL TOP OUT TIME: 08 : 00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- P LANr,�, O140 a � F10R10a NOTICE OF ADDITIONSor • " • DO NOT REMOVE JO®ADDRESS DATE I I 5''(0 WU4,a ST tom+ ,.2 '03 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted IAC lWiz Qoc`T VA 1 f•�( V�;©!-D r1MpL�I'e -�FUT 'J 1 0C ©F 4CUSE, 0&4-w 5 32 " ©,G , a--) 7a6LO t ST- I �10 EQ c cZ S AW CxTS t" HAt.tf_ Eu'r., Ltceez 5-m4E L4 (S9 i2�-srt k c, tao I �cesS Rc.� s $'15.00 REINSPECT EEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. PREPARED 10/03/03, 8:21:23 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 10/03/03 ------------------------------------------------------------------ ADDRESS . : 1156 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD, 1913SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0020- - APPL NUMBER: 03-00026571 SINGLE FAMILY RESIDENCE --------------------------------------------------------------------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 01 9/12/03 LJH BD SLAB TIME: 13 :00 9/15/03 AP KE IIN 744 0747-FOUNDATION-first am please 17 01 9/25/03 LJH BD SHEATHING TIME: 13 :00 9/26/03 AP N IL OFF 744-0747 13 01 10/03�/�031 LJH D FRAMING TIME: 08 :00 �() �3 _ 744-0747 ---------'--`--------------------------------------------------------------------------------------- PERMIT: ELEC 00 ELECTRICAL PERMIT SUB: SCHUMAN ELECTRIC INC. (904) 737-4040 REQUESTED INVSCRIPTION TYP/SQ COMPLETED RESSULTS/COMMENTS ------------------------- -- -- ---------------------- 22 01 10/0 /03 J ROUGH TIME: 08:00 �0 O ^ ,� ------------------------------------------------------------------------- /-(If------------------ PERMIT: MECH 00 MECHANICAL PERMIT SUB: AIR FLOW DESIGNS, INC. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RE /LTS/COMMENTS ---------------------------------- ------------------------------------------------------------- 32 01 10/ 3/ 3 LJ ROUGH TIME: 08:00 0, PERMIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING (904) 745-6302 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 9/09/03 LJH PL ROUGH TIME: 08 :00 9/10/03 AP KEVIN BENNETT - 744-0747 43 01 10/03/03 LJH P OP OUT TIME: 08 :00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 10/07/03, 7:57 :42 INSPECTION TICKET PAGE 6 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 10/07/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1156 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD, 1913SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0020- - APPL NUMBER: 03-00026571 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 01 9/12/03 LJH BD SLAB TIME: 13 :00 9/15/03 AP KEVIN 744 0747-FOUNDATION-first am please 17 01 9/25/03 LJH BD SHEATHING TIME: 13 :00 9/26/03 AP NAIL OFF 744-0747 13 01 10/03/03 LJH BD AM F ING TIME: 08 :00 10/03/03 AP 744 0747 15 Ol 1 /07/03 LJ BD INSULATION TIME: 13 :00 * OVERRIDE TAKEN BY CJENSEN DATE: 10/06/03 TIME: 15:40 :39 BD 744 0747 -------------------------------------- COMMENTS AND NOTES ----- --------------------------------- PREPARED 9/25/03, 8:27:31 INSPECTION TICKET PAGE 13 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/25/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1156 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD, 1913SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0020- - APPL NUMBER: 03-00026571 SINGLE FAMILY RESIDENCE ----------------------------------------------------------------------------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION Z'YP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 01 9/12/03 LJH BD S TIME: 13 :00 9/15/03 AP KEV 744 0747-FOUNDATION-first am please 17 01 9/25/03 H BD SHEATHING TIME: 13 :00 At O� N IL OFF 744-0747 -------------------------------------- COMMENTS AND NOTES -------�r %� PREPARED 9/12/03, 7:49:39 INSPECTION TICKET PAGE 7 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/12/03 ------------------------------------------------------------------------------------------------- ADDRESS . : 1156 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD,1913SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER : BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0020- - APPL NUMBER: 03-00026571 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------- ------------------------------------------------------------- 11 01 9 12/03 JH BD SLAB TIME: 13 :00 VIN 744 0747-FOUNDATION-first am please -------------------------------------- COMMENTS AND NOTES PREPARED 9/10/03, 8:06:37 INSPECTION TICKET PAGE 6 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/10/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1156 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD, 1913SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 171017-0020- - APPL NUMBER: 03-00026571 SINGLE FAMILY RESIDENCE --------------------------------------------------------------------- --- - ------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 Ol 9/10/ 3 LJH. BD SLAB TIME: 13:00 KEVIN 744 0747-FOUNDATION-LATE PM PLEASE -------------------------------------- COMMENTS AND NOTES -------------------------------------- p1LANr��, '�toR�oP NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE X1 (0VAA% .k Sl t© ,b THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted �� CiZFn�iZw� Jd�L tIAge 7V! WD Org �t✓� S scc�o ti� �'�c��-1 L�6�1 `J�Fe �Ntae��tc A<01- SSOA.Z,Z $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- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. SEP-11-2003 THU 12:47 Pf1 XRE FAX N0, 904 292 9996 P. 01102 E" Pito PARTY SCIENC1S OCRE,Inc. 3415 KcH Road JacKs3mvills, FloridO 32257 COVER PAGE FOR FACSIMILE TRANSMISSION fRJM. �'+r*rzc_t- +.�,.�c -r'r�•J To' f�>`y�r-1 - _ ,SAX.- (904)262-9996 AAX M.- 2+}L+. 0 7�1 7 TEL.: 004)2024991 rC7A L PAGEl (/nr/siding Cover,,*afe) CDMMfiVTS.•- Yall pegss leve not been wc&lveo'n a readable contrition,please call the sender so w5 moy reseed the messaSE. Thank you. Q 0 R E." �' SUI.TS��N7lr:,G-�R.ULT7712it'I��GTb�,,�t�� �. Co. P s GP E a TV S CIE N C k s Cc. Sats Kar.Fioae, taFlorida 32257 NUCLEAR GAUGE REPORT (9d4)262-�?99i laxx(9D4)(9pa)26262-9995 PRO.FC- :`Lo"T, - i3LC)CK AO TEGNNICIAN:. 1thAl2 �._� �)tJTC� .1019 NO.:--------PATE CLIENT: O.: PATECLIENT: OU AA-j-" 90 rn f Gump tbsiUigs DqAh or I Geasigr ask Field Coewadia. � 'r*octor vftf�:b-w C0 C\jlilt Dwisdy/ Ndsturs Density Ml6ieel! triietion W.; Qohene Ory % ibCRd Re r I W*L � t_:b f t44►7or qm Cowd Crwrt Nano I Retto Deseity fyd) O.ewtr eitoiewe C�yarilork1 Perou+k DUN" -a, _ 1__i__I _� 12'N i i m-o i 0 .4 1-� 1 o v�—el S- i o2• -A7--(. - C:) ! - f rn Location: fJ w' C.0 Z•+v i�Z F ti�S£, f Elft F�.k 1 S N '"RA Location--SE K vZ OF �v -?-k id _ ENW. Location: C=411`.3-rclZ OF Eiar. 4 i Locatlaa: _ Efel. _ i Loca%orr_ _ _ Elm- Elice- a- Location: CID Location: ;�Eler. ito ------ t - ---i---...- --� -- ---� I -- – - N Location: -_-. _ _ JOElalt. — Cirde appiicaWe tebL — a Location 0bumied.From: tLun The above data hen not been reviewed nor choc*ed by ow Fig s.This inbnaad un is zMar t od.b1 Proftdnery WO WW S:dnddrd ctsuits Oana»y__- ______MoisW►a .- _.- _._ .—��te. i / 13-6 ,A/ Jr MAP SHOWING BOUNDARY & TREE SURVEY OF LOT 3, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 4, BLOCK 200, ACCORDING TO THE PLAT OF SECT om "Hs" ATLAHM REACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 N LOT 2 N BLOCK 201 I LOT 2, BLOCK 200 102.00' (R) 102.00"(M) 1 1/j�EyAR ' 10" I A53YJC" 3" DAK 1"• S 18" LB.SlaB TREES • TREE PALM — • •r•. — � I?7A1�i7 VI • i$ApG r TRE>� Sp 14" 51 LA.1Idd •14" •�� 3� �� CHINESEBAY` 3'AL N 14" 2` TALLOE PALM 6 Y ZO-O 6. T BAY MAPLE _Q o • 6" $ TREE �+z ul� TaA �� TRE"E V A C ATN T T 4. T�g, t.,, T o 6 L 0 �; ow O '�1~ 3 T LOT 3, BLOCK A W J 9" ALLO TREE TREE CHINES 4" FALAI Q TA LO CHINESE Tw * 0�TA E_ _ LOT 3 S ,�y CHINr THERLY 1 i 4 SNM iy LNESIdB =yff TAuo i eLOc"m J -- 1 " • OAK APPRaWAWFE amv ,,J �/ mw CF aAW 10200'�M) SOUTH le 46 dK LOT 4, BLOCK 200 � o I � WEFT PLAZA As (50' RIGHT-OF-Mr) NOT PHYSICALLY OPEN 28:aN NN'ETY wnr+ V�v E Y DSS 1.ANpJrS ARE SIDM1 fOR TMS g 2.TNIE PROPERTY 7M SHONR HFl M UES MTHNN FL006 ZW x AS mown FROM FEMA.FLOOD MAPS PAIL ND w_DATEDTK-t7-liii_ A SSOCIATED SURVEYORS INC. 3.111413 IS A SURFACE SURVEY ONLY.THE DIILTIT OF IIDEROROUND F0019M W LAND k ENDNIEERINO 9URV[Y9 Pon AND p�U�,a .i AMY NOT OEIEIpN1ED. r 386 SLANDRID OOULEVARO 4.LACAIFD 9Y BNSENIAROMM�T MOTIVE AREAS IF ANY. NOT JACICTONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURN►�, TIE PUBLIC „ t 904-771-6466 RECORDS HERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS. O O 7 CE"FWATE OF AUIHNOR17AIM NO. LB 0005486 In&COVENANTS,1�1gICT10NS,CMMTAIONIIS OR ONMANCES.ETC. S g V THIM=0 9E OMR MATTERS OF RECORD THAI AFFECT THIS PARCEL E UNLESS 01IER1113E.STATED ALL IRON PIPES FOUND HAVE NO NIE/fTI1CANK I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY L DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SEF PION PIPE OR REM P.C.•Pow or CURVE 60YD• STANDARDS FOR LAND SURVEYING FURS CNAPTER ••A=C,�Y. qR LOAM J. MIR OF TA90DR.7 EN.•Ba6CRIO IOIt 61017-6 IDA ADMMOS N E, 422, F.S. • FOUND WN PM OR PIPE(IP) P.R C.=POINT OF R1IRRIL CMM ■ PDINO OMCNETE MpI11N�1N!M(C.M.)) P/C�C.•POW OF COMP01�UJINE ETt. LR) �tFD (Mf .IAE4"EP SONC�tD110I IJK �.9UEDNIQ 11 CHARLES . HATCHER FLORIDA TE ;0::1771 11 RADRS L--� LVWH \C �_ (LT.) • GM TIE CHARLES L. STARLING FLORIDA CERTIFICATE N0.4579 O.R B.�OPPRCNAL R9COIm f00K ■Y `�•_ M►RY POI; RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO.$132 P.k-Y. � PWVM X�-X�-PAQ, - MWW SCALE: 337200 DA 12-97-2002 LET` l�9MIRIOMIY M�-w CuWttBPK NkER01N urn win wITHI111T THF WNf.NATURF AND TNF ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEI'DR AND MAPPER f-G okl,) sT` iliz�ia.0� .7:a3 99-2•�6c9S �7A4LLt:r' !,^�. d2 _ 1107-24-2003 MON 0557 Pit Vaison Ik Oshorre - Be,&O FAX NO. 804 Z73 6369 Ap 3HOWING BOUNDARY SURVEY OF .OT 3 BLOCK 20fl ACCOROIKG TO 7HE PLAT OF 1 419C"M M "W ATLAlit1= MACH 1 AS RECORM IN f LAT BOOK 18 P AQE(S) 34 Or TIIE CUORLNT PUBLIC RECORDS 01 DWAL COUWt r. FLORIDA. C6R12 I!G t0� JFAt1 4"To TIft, )P2RST AMtRLCAN TITLE LOSURAIKA C)"ANT A40) WATS04 t 09)(INVE TITLE SUVICW II4C. II i i_GT 2, BLOCK 200 Uar -W T•. .,. . . l.a >t TQ �Y.S ~ r' Mlr. . .Ems., • 138 t) n R /11V19/A',,4eM r(1411) o can VnrLN,$41110 y ,ANNE r•i amm orwN �040.ao' /RJ LOT 4, BLOC% 200 �d C �WE"�T �L,'AZ.�� ,,r•r�,,tlt aevtYMNS SHORN ruur WWO tw. (�O' RJGHr OF-1K41;► "Li e 014PONf. GUMM NRRM&An* 0119 NOT o'-YY3YCAlL Y OPI'N 1•�rq�ns0.9untt to e4s �•�-�! Z.TtIE'a01 pI This 9MO0.N OWN w aim RM !s KS- o�Te is A no-s .ti Y a4 r. 't�t�+"r°lx" ULN PCU ro a A asocu►T90 GUAYEYORINC nrs Ic w��r � �+ a C L 31 z AREAS,0 AT4Y,NOT r 3i«ILANOW iogtbw I i �l 9Y tl JAM04VL.E AARA4 32210 i,"s SWPIEEV W sb tIM OElcw0TIwR fv^l.1`HE9. Ty1E M:aJC i• Ipb,Jij,I.i4N WR09 MpR t10T K Y Ito INAW-W :OR EAi9ilENrS. 9 COYLN W r IKSTIMCTI L 1 Ata ST SI,CAO"mis.LTL, uKSi•.. )i' 110N No. 00Lee p ' OOYLD MC OTMQt IAflil14 OF T►.tj01eD T'1.','Mrr0? Me PAWL. a.Wars ntu►.st4i!sTAl0.O � b NKK Na 4wiffriOAl" 1 NkllEtlr IITOYITHIS'! w',1';�'o" U .R' t :'� �ROOt foN IfiT '» `Iqr tic '` W. 1�4A1 1 >�'0 O11 1,.^ p.. S4T 111011 r.a: w,�.r �* : a< A1017- te7R 471Ir.S • MCr W MIlR" W.- O . „c Gw:•vt - Oak" FCARRIA TE Na. EiTG Q:� ^f i •Su .w rRP �:as iNalos I1A*0% .. :Ld ' '' 01 '`- y moi' V),-ouaMt u+4i4� • Jai N0. �fE _+�..Ar ��y''��" �r� . L itN..it Isw�; i .��Y,. L:rer '�►W>'�:�1�0�:.�: �• Jt1ra� L''a� HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Dec 012003 4:16pm Last Transaction a e Time Twe Id-entificatio Duration Pages R suit Dec 1 4:14pm Received 2:10 3 OK at j(� /0A 7 CITY OF 4& 4.0 &WA &qk%d4 Office of Building Official REQUEST FOR INSPECTION Date— 111-2-40 Permit No. Time A.M. Received PM. Job Address Lo1cality Owners Name � Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing L71 Footing 11 Rough Wiring 0 Rough ❑ Air Cond.& L7 Re Roofing 0 Slab 0 Temp Pole 0 Top Out D Heating Insulation 0 Lintel 0 Final ❑ Sewer 0 Fire Place 0 Pre Fab -. READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday PM. ) I f4��, N.M. Inspection Made , �` {�P.'Af•�.Inspector Final inspection❑ Certificate of/Occupancy 0 / C_ Date City of Atlantic Beach a** CUSTOMER RECEIPT aea Oper: CKOIIOREK Type: OC Drawer: 1 Date: 11/25/83 81 Receipt no: 14279 Description Q71ntity Arawnt V 2N3M7 PERMITSLN $35.N Tender i1 K 4866 $35.88 Total tendered $35.98 Total payrent $35.88 Trans date: 11/25/93 Time: 16:23:42 PREPARED 9/09/03, 8:16:30 INSPECTION TICKET PAGE 9 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/09/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1156 MAIN ST SUBDIV: TENANT, NBR: NEW SFR 1484RAD, 1913SCHG CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER BENNETT, KEVIN PHONE : (904) 744-0747 PARCEL 171017-0020- - APPL NUMBER: 03-00026571 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING (904) 745-63 02 REQUESTED U SCRIPTION TYP/SQ COMPLETED SULTS/COMMENTS ---------------------- -------------------------------------------------------------- 42 01 9/09/03 ROUGH TIME: 08:00 q` _ VIN BENNETT - 744-0747 -------------------------------------- COMMENTS AND NOTES -------------------------------------- B911a Cita of Atlantic Beach *** CUSTONE R RECEIPT *** Oper: CKWREK Type: OC Drawer: 1 Date: 9/63/03 01 Receipt no: 86364 Description Quantity fleount BP BUILDING PERMITS 1.00 $3694.46 Tender detail CK DIECKS 3928 $3694.46 Total tendered $3694.46 Total paysent $3694.46 Trans date: 9/63/63 Tive: 15:23:48 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY P E R M A N E N T Issue Date . . . . . . 11/25/03 Parcel Number . . . . . 171017-0020- - Property Address . . . 1156 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BENNETT, KEVIN Contractor . . . . . . KEVIN W. BENNETT 904 744-0747 Application number 03-00026571 000 000 Description of Work . SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . �►-•-- Building Offi 'al VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -�� ATLANTIC BEACH, FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026571 Date 9/03/03 Property Address . . . . . . 1156 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD, 1913SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ ------------------------ BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . . Valuation . . . . 120000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 37 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 .60 AB CONSTRUCTION SURCHARGE . 95 SECTION H IMPACT FEE 750 . 00 STATE RADON SURCHARGE 7 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 400 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 555 . 00 555 . 00 . 00 . 00 Plan Check Total 277 . 50 277 . 50 . 00 . 00 Other Fee Total 2861 . 96 2861. 96 . 00 . 00 Grand Total 3694 .46 3694 .46 . 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. RIITT.T)ING OFFICIAL 11/24/2003 17:00 9042466495 OMALLEY PAGE 01 • • 645 Mayport Rd., Suite 1 Atlantic Beach, FL 32233 904-241-3141 John Joseph O'Malley 1-800481-0234 President Fax 904-246-6495 Licensed (teal Estate Broker omalleyjax@aol.com Date: �` zsr[ .Z RO O 3 r To: s, Fax No, of 7'" •fig 7 From: � t Re: Number of Pages: (Including Cover Page) "The information contained in this facsimile(and/or the documents accompanying it)may contain confidential inforniation.The information is intended only for the use of the individuals to whom it is addressed.If you are not the intended recipient,or the employees or agent responsible for delivering it to the recipient,you are hereby notified that any dissemination,distribution,copying of taking of any action in the reliance on the contents of this information is strictly prohibited.If you receive this facsimile in error, please notify us immediately." HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Nov 25 2003 4:28pm Last Transaction Date Time Twe Identification Duration Pages Result Nov 25 4:27pm Fax Sent 92466495 0:33 1 OK Building, Planning & Zoning CITY OF ATLANTIC BEACH Inspection Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: l Contractor Name: Permit #: a3 ' `� 1 Property Address: I �� G,A - Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- Public Works ' Planning Dept. ©3 (( - Building Dept. _ Ste.p� - ' —O Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid ❑ Yes ❑ No FLOODPLAIN DEVELOPMENT INFORMATION Location:: - S - -� Type of Development: /UL,/-V M-l;)'� Flood Zone: x 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 Signature Z -. 1 rr Department Use: Required Lowest Floor Elevation �l As Built Lowest Floor Elevation �? 3 Survey Filed with Building Department Building Department Representative MAP SHOWING BOUNDARY & TREE SURVEY OF LOT 3, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 4, BLOCK 200, ACCORDING TO THE PLAT OF SECTION "'W" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 N LOT 2 II BLOCK 201 I I LOT 2, BLOCK 200 102.00' (R) 102.00' (M) I 1/2 REBAR 10" ASSOC SUR. ( 3" OAK 2" 0 016" L.B.5488 TREE® 0 TREE PALM ® 2" 1 2 REBAR g.� ASSOC.SUR. mss. • A 2" TREE® ®g" 1®" 'h1 L.B.5488 o ® 0 3" TREE OAK PALM 14" TREE 5t 3" 96 PINE CHINESE 5" EE N 14. 2" TALLO BAY 3"6 ® TREE PALM TREE TREE 7" Y '\ MAPLE 7" BAY@ �-� 0 CHINESE® t1le,, T2 TR€€ vii TALLO 15p ® " 4" SE ' -1 m g CHINESE LLOE TREE ®5" V A C A N T �INE0 O O o TALLO 0 8" TREE L 0 T TALW g O O ® ® " ®NINES€ LOT 3, BLOCK 220oO W O �O 3" 4 TALLO APPROX/MA IFt0 9" TREE TREE TOW O/ BANK CHINESE 4" PALM TALLO CHINESE 2" 6"0TALLO TREE LOT 3 CAMPH1/2 REBAR 1 8"ASSOCSUR. ,� CHINESE® NORTHERLY 10' 4 OT-7j)i ` L.B.5488 o cj TALLOW BLO 2C�0 1/2 REBAR O _----- -�- 18" q ASSOC.SUR. N �~ f OAK l L.B.5488 ~ APPROX/AMTE O I D/TCN /� TOP OF BANK J 102.00' (M) I -� °° 10,2.00' (R) , SOU THERt_y 46' o F LOT 4, BLOCK 200 � ~ o 0 to ( I WEST PLAZA J OC.S R ASSOC.SUR. (50' RIGHT-OF-WAY) L.B.54M NOT PHYSICALLY OPEN 25'.t OPEN DITCH Y oGENMAC NOW y� R 1. ANGLES ARE SHOWN FOR THIS SURVEY. `' 2.THE PROPER THUS SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST f , MAP SHOWING BOUNDARY & TREE SURVEY OF LOT 3, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 4, BLOCK 200, ACCORDING TO THE PLAT U OFp� SECTEON "'W" A LANTUn C BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 N LOT 2 BLOCK 201 I I :— LOT 2, BLOCK 200 102.00' (R) 102.00' (M) 1/2 REBAR 10" ASSOC.SUR. I 3^ OAK 2" 0 016" I L.S.5488 TREE® 0 TREE PALM � . 1/2REBAR sR�o 2" TREE® ®g^ t4" . �y1� ASSSBO�eR 6. 0 0 3" TREE OAK PALM 0, 14" TREE 5 3" 9 PINE CHINESE 5" N 14" TREE� TALLO BAY TREE 0 TREE PALM 7" MAPLE 7" BAY® �-� 0 CHINESE® g" t� J , TRE€ TALLO 15p ® 4" HINESQ:Z m $ CHINESE CHINESE TREE 05. V A C A N T CHINESE®0 TALLO221" 0 O TALLO 0 ® S. TREE L 0 T TALLO WILLOW g W O to ® " CHINESE LOT 3, BLOCK 220o O 0 �O 3-0 4 TALLO AP14&A 7E tp J 9" TREE TREE rOP OF BANK CHINESE 4" 18 O TALLO CHINESE 2" 6" PALM I _ ®_ TALLO TREE— LOT 3 CAMPI, _ 1/2 REBAR 0® LOT 4 r...-�� ® 2" ASSOCSUR. 1b CHINESE NORTHERLY 10' 4 --�T - �� BAYd`�ir� L.B.548B bcj TALLO— �LOCR 200 —� !/2 REBAR 04 �� jy OAK AL.8 488W. R Q h APPROX/AM7E �- O I D/7CH ��/ 70P CF BANK i J102.00' (M) 0° ( �J 102.00' (R) , SOU THERL 46 o F LOT 4, BLOCK 200 WES T PL AZA 1/2REl4AR ASSOrw SUR. (50' RIGHT—OF—WAY) L.B.54M NOT PHYSICALLY OPEN 25f OPEN DI rCH J V E--Y ©,p _ GLUMAL NOTESs S 1. ANGLES ARE SHOWN FOR THIS SURVEY y 2.THE PROPERTY THUS SHOWN HEREON UES WITHIN FLOOD ZONE X AS BEST ptLAANV CJ s F�0RIO�' OF ADDITIONS or CORRECTIONS: D• NOT REMOVE JOB ADDRESS J,7-- Y-DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 7-A E e g3 rc,'EJ & $tt?0 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 SL p.m. Monday through Friday. CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 t Application Number . . . . . 03-00026571 Date 9/25/03 Property Address . . . . . . 1156 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD, 1913SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ---------- - ---- - ---- ---- ---- -- - ----- --- --------- BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 ---- ---- ----------------------- -- -------------- ---- ---- - ------ -------------- Permit ELECTRICAL PERMIT Additional desc 150AMP, 1PH,4W, 240V, NEW SVC Sub Contractor SCHUMAN ELECTRIC INC . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- --------- - ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL #d3-�?6S7/ CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: / T a c/ 2003 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELE AL FIRM: MASTER EL C IAN i irvq-i✓ ��c�trc' .lac`- - � OWNERS NAME: t t//i✓ C� � /T ADDRESS: I IIS-r,,_!�nv J?',,_RFD BOX_ BLDG. SIZE S;vC BETWEEN: le47y RES APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW ,k OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NE INCREASE REPAIR( CONDUCTOR SIZE p AMPS: IS-0 COPPER( ) AL FEES SWITCH OR BREAKER �� AMPS ! PH y W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 1 3 1.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT c� S1C� 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. KVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS F e ru crnrr FROM :APEX TECHNOLOGY FAX N0. :9049928700 Oct. 03 2003 07:19AM P1/2 4745"L lon Park Cowl S��lto't0l_ Jacksor%01e,CL 32224 Apex Technology Pl i)rio-PO4.924.52U0 tax:9D4.P92.8:'DO Fax 1. - To: VFrom; Molanlo Wentz . 1=f i.. '(.,cam>' �,. Fax: bate: el !I. Phone; Pages; CC: 0 Urgent n For Review G Please Commont FJ Please Reply U Please Recycle ,Comments: FRJM :APEX. TECHN-a-G:i FAX NO. :9049928700 Oct. 03 2003 e17.18FM Pt/1 MEMORANDUM October 3, 2003 TO: Kevin Bennet F;R: Mike Kozlowrdu,E.T. and Jeff Arneson,PS(" RE: ;11 RG H--Stuck Street(Joh#AT070102) On the ubovc referenced structure, we have specified, "To control Cracking in the Blah, cut P deep ,4tlw cuts in a 10' x 10' grid throughuut tho slab within 12 hour% of concrete placement." This statement is a %uggestion of one method that may be used to control cracking in floor 9!abd. Sawcuts are not t aired. The proper curing of the concrew slab is the solo responsibility of the Contractoc. If you have nny a6di.tion:11 gtterttigns,please call our office. .1Pa\mgk 4745 Sutton Ptak Courl. Suits 402 •Jacl'.somiile,P1-3222"4 •Phone 9(U-821-5200- F:ix 904.02-8700•FB.PE CA No.1547 w ty f Atlantic bach *" •Wffnm MMIPT* Dna 9/m/13 N DOM Typo us WY 5 Dewiption =IQuantity A@owmt BP M3MBUIILDIN PUMI S $95.0 Tender CK MM it 444 $95.0 Total payment fft M Trans date: 9/25/93 Tine: MOW* O U S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD t y ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03 -00026571 Date 9/26/03 Property Address . . . . . 1156 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD, 1913SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ----- ----- -- --- -- --- ---- - ------ - - ------------ --- BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 --------- ------ -- ----- ---------------------- ------- ------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . AIR FLOW DESIGNS, INC. Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . 0 Fee summary Charged Paid Credited Due --- -------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 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 ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT-Applicant to complete all items in sections I, II, III, and IV. I. Street Address: i ( C C. LOCATION OF Intersecting Strets:Between And BUILDING Sub-division A- 2, 1 G(5 II. INDENTIFICATION-To be com leted by all"applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor Print A( r F( c w SSI Mastery Name of Property (� Owner �Y Lk4'(i �Yl(�CA k,VI . Signature of Owner Signatu of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A Type of heating fuel: B. W Electric IS OTHER CONSTRUCTION BEING DONE ON TIES O Gas: _LP _,Natural _Central Utility BUILDING OR SITE? 0 Oil 0 Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT 0:3."-_7 IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residential or Commercial New Building (Provide complete list of components on back of this form) O Existing Building Heat _Space _Recessed Central _Floor. O Replacement of existing system Gf Air Conditioning: Room jentral e New Installation(No system previously installed) U( Duct System: Material Thickness O Extension or add-on to existing system O Refrigeration Maximum capacity r cU efm p Other- Specify 0 Cooling tower. Capacity tipm O Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY D Elevator: _ Manlift_Escalator (Number) (Received) O Gasoline pumps (Number) 0 Tanks (Number) 0 LPG containers (Number) Remarks 0 Unfired pressure vessel 0 Boilersr Permit Approved by Date W, Other—Specify_"000d I.rC p(tcc 7Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency COno Gr 3?"i Cc C 10 Z. .� I O.© eek HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency A ctr-f ✓ cocG 7. 2 !-4 TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manutheturer No. Agency SEP-11_2003 THU 02:26 PM MORE FAX N0, 904 262 9996 P. 03/03 FIELD DENSITY—PERCENTAGE (� OF COMPACTION REPORT (� `�. V R Ery P A 0 PEItTT ICI I NC Et 3415 Korl Road t Jacksonville,FL 32257/904-282-9991 904.262-9996 PROJECT: Lot 3.Block 200 r ISG. (M 4_rttt.( !5'(' JOB NO: 10162 CLIENT: Quality Homes REPOR4 NO: 22068 Page 1 of 1 TECHNICIAN. Pennington, Mark WEATHER CONDIT!QNS: Clear DATE. September 11,2003 IN•'oLAC�� .OMPA TION SAMPLE LOCATION PIRLD W..Y LAS.MAX NT NUMBER MOISTURE DENSITY DONSITY PERCENT LBG/CU.FT La$/CU.FT A`T41NED REQ ED -911 North west corner of house pa 9.T 103.4 102A 100+ 85 Elevation, Finished grade 2-9111 South east comer of house pad 8.2 102.9 102.4 Intl 96 Eievaiion Finished grade 3-4/1 i Certer of house pad 9.1 102.2 102.4 100 95 Bevation. Finished grade NOTE:�'T'!t Locat Dile Ub�B Use 8y:Toc%r.e i Intl im apvi 106v,. Tho percent compaction ear iw*o dettelty alas ori b4W on IAWF*toy MoimuM Dan*Rdatim Tests ASTM 0-1357 ao PolkhW: LAA N0. 22068 MAXIMUM DAY NNi1TY 102.4 0"#MUN 0=71URE CONTENT 14.5 �Sbnr-s T Ouality Homes I Mn.Kevin Ber"tt iA-1) SEP-11-2003 TqU 02;25 PM ®ORE FAX N0. 904 262 9996 P, 02/03 MOISTURE/DENSITY RELATIONSHIPS OF SOIL. Q 0 R ,E. (ASTM D 1557) r•e�.�r. tUYre.• PROJPCT : lot 3,8 ack 200 _ REPORT NO. 9 CLIENT : Quality Hom" RegRTOATE: 911112003 05 NO. : 10182 iAMPLE NO. 1 DAY!Ra ftED 9/11/2003 SAMPLE LOCATION : House 4 SAMPLRO BY : MP $OIL bf 3CR"ON ; 6vown One sold M we'r oAT! wi1 008 PROCTOR TYPE ASTM DA557 PIeOCCOUR! c 8TE T!D BY: RWS RMOS: MAXI uN o fly,PCIS : fold IOPTIMUAN MOISTURE CONTSNr % IAS 120.0 116.D -•t 1.40 _ . w � - I- -- =1=i t 7E _ w .. 1127.6 �-- - 102.6 �..s �_ Uaoanvowsrcunvw' 9.5.12 — 92,6 i _ t`li _ - -•i.. __i 4.4 1V-. -1-f-r• .j..a. �- --:�_i= �_,IJP-_ ��_' _-i _��'. ,�,� _�. _ � � 41.5 5.0 7.3 10.0 11.5 15.0 17A 20.;, 22.5 25.0 27.6 7.A.^ 32.3 15 0 57,5 10.0 MOISTURE CONTENT COPIES TO ; Duality NomVq HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Sep 112003 1:29pm Last Transaction Date Time Twe Identification Duration Pages Result Sep 11 1:27pm Received 2:03 3 OK CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026571 Date 9/08/03 Property Address . . . . . . 1156 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD, 1913SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor - - ----- ----- ----- - ----- - --- -- -- --- --- - ---------- BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 ------- - --------------- ------------------- - --------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . GLASS PLUMBING Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ------- -- ---------- ---------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 . 00 . 00 t 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 zt�szr } CITY OF ATLANTIC BEACH +ayi`a+y7�� a APPLICATION FOR PLUMBING PERMIT si 800 Seminole Road Atlantic Beach,Florida 32233 JF3�• (904)247-5800 Job Location: 6` � l�� l �i S 1 Owner of Property: ` J�me e Telephone: r Plumbing Contractor: L`,W�ss p l tom' y'VVI6 %'r t � Contractor Address: `6 � 61s�ryl �" E—� l 7 -7 (4 Telephone: q6 3 State License Number: 5�-(�� p How many of the following fixtures: 21'�' New or ❑ Re-Piped I SINKS ( SHOWERS _LAVATORY t WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS 2 CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER-PANS SEWER ,WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER - Minimum Permit Fee: $35.00 Total Fixtures:1�� _ X $7.01 1 35.00 = Signature of Owner: /d 1' Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 Cit of Atlantic Beach *** CUSTOMER RECEIPT *** Doer: DSMITH Type: OC Drawer: 1 Date: 9/08/03 01 Receipt no: 86965 Description Quantity Amount 2003 26571 BP BUILDING PERMITIS 00 3126.00 Tender detail CK CHECKS 358 $126.00 Total tendered 1126.00 Total payment $126.00 Trans date: 9/08/03 Time: 9:08:53 CITY OF ATLANTIC BEACH Si - 1 PERMIT CALCULATION SHEET sl Oil �t Date: Address / / S�� J`'1 ink S T- - F- SF/Z Heated Square Footage !Y @ $ '� Z-- per sq ft= $ l 0 6 J Y 010 Garage/ Shed @$ 3 per sq ft= $ 1 �Sa Carpo /Porc @$ per sgft= $ ` J-0 Deck @$ — per sq ft = $ Patio @$ per sq ft= $ �2 / J TOTAL VALUATION: $ / .2 -7.0 S� 12 -7 , sob $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: Vj:= TOTAL BUILDING FEE $ ZONING: 31i— + '/Z Filing Fee $ FLOOD ZONE: g (r) Fireplaces @$35.00 $ IMPERVIOUS S ACE:��(�10 c c e rtf&,s2- 2 64 rh"S ( 2- BUILDING PERMIT FEE $ (-/.V q 3 2 WATER IMPACT FEE $ Y o O ;06 1° SEWER IMPACT FEE $ / So Z (f o ��g J - WATER METER/TAP $ IPJ' CAPITAL IMPROVEMENT$ � S(f-j pt-,r tt( SEWER TAP $ - o - C ([rPy RADON HRS .0050 $ SECTION H PAVING (i o) $ CROSS CONNECTION $ , STq 9/3) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 Cc: i lbloCITY OF ATLANTIC BEACH D. Ford �3 BUILDING / ZONING DEPARTMENT L. Higgins ss1 S. Doerr 800 Seminole Road j Atlantic Beach,Florida 32233 (904)247-5800 r f3 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 03 � _1 Property Address: wC t-p �5 1..j�2- t C ev Applicant: �'1 V 1J i T Project: F This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: C _Cc Date: — 5 3 III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS t. Is the current energy code form completed properly and signed; con-ect climate zone and correct jurisdiction? (FBC 13-600) Yes ✓o N/A 2. Does conditioned square feet area on plans match square feet / NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes 1/No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes No N/A (FBC 13-602.LABC.1.1) C /^� 4. Is the"R"value for added insulation on exterior walls shown? Yes s'/No N/A PLANS EXAMINER: /�0 ✓t o DATE: E'S V 5. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes"N�N'o N/A !� 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes W N N/A OWNER: (1 50f#) 13E IJA9L`2 JOB ADDRESS: II SC II'I t/� S�" 7. Are Energy Credits Claimed? Yea No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No N/A CONTRACTOR: 13 F N/V F (T PHONE NUMBER: B. White Roof Credit (FBC 13-607.1.A.5) Yes No N/A C. Programmable Tbermostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes -/No N/A 1. Are all footings shown,including interior bearing walls, 2. is correct Flood Zone shown? Yes i No N/A Column pads and concentrated loads? Yes No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes ✓No N/A in an"A"or"V"zone? Yes No - N/A" 3. Are all elevation changes in slab shown? Yes ✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No NIA 4. Is mini n im concrete PSI shown? Yes vo fNo N/A 5. Is property in a flood way? Yes No N/A/ 5. Is slab reinforcement shown? Yes%/No N/A 6. Is flood way line shown? Yes No N/A / A. Wire mesh size and gauge? Yes. N/A B. Fibermeshreinforcement? Yes' o N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes %/No N/A H. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes✓No N/A 1. Are plans sealed by architect or engineer? Yes /No N/A 8, Is type of soil treatment for termites shown?(FBC 1816) Yes VNo N/A A. Are structural calculations submitted? Yes �No N/A 9, Do plans show concrete footings have a specified compressive � 2. Is correct wind speed shown? (FBC Figure 1606) Yes /No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes �`�No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes e'No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes f-No N/A 5. Are pressures for wind loading on components and cladding (FBC 1805.1) Yes No N/A Shown per FBC 1606.2.5? Yes /No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes i No N/A 1. Is finished grade shown? Yes u/No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes �/ o N/A stories and allowable area? Yes r No NIA A. Minimum 8"above adjacent grade? Yes,�/No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes ✓bio N/A for structural elements? Yes �o N/A C. Base flood elevation? Yes 2.o N/A 9. Are plans designed per SSTD 10-99? Yes No N/A 3. Is minimum footing depth beneath finished grade shown? Yea✓No N/A A. Are all appropriate charts and tables shown? Yes No N/A ' (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A r 4. Are all footing sizes shown? Yes No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes No N/A Construction in High Wind Areas'"? Yes No N/A' 6. is vertical reinforcement shown? Yes No N/A ✓ A. Are all appropriate charts and tables shown? Yes No NIA 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A r A. Is exterior wall finish shown? Yes No N/A-Oe IL Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A High Wind Areas? Yes No N/A C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No NIA D. Is exterior wall finish shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes/No NIA 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes✓No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No N/A B. Is exterior sheathing(type and thickness)shown? Yes ✓No N/A A. Are all appropriate charts and tables shown? Yes ✓No N/A C. Are nailing requirements(size and spacing)shown? Yes ,.moo N/A B. Are all appropriate requirements circled or highlighted? Yes --No NIA (FBC Table 2306.1) - D. Is exterior wall finish shown? Yes✓No N/A 15. Does bedroom open directly into garage? Yes No -"N/A E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes,/No N/A grade shown? (FBC 2304.2.5) Yes✓No N/A G. Are shear wall segments shown? Yes✓No N/A 17. Is Designer's name and address shown on plans? Yes ,/No N/A A. Type of hold-downs shown? Yes�/No N/A 18. Do egress doors and landings comply with FBC 10 12.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes vNo N/A and FBC 1012.1.5? Yes s/No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes%/No N/A requirements of FBC 1203.1? Yes */No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes ✓No N/A wind load requirements for components and cladding per FBC 1606? Yes V,No N/A B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes.�No N/A 1. Rafter size shown? Yes No N/A./ 22. Are stair details shown? Yes No N/A'� 2. Species of lumber shown? Yes No N/A./ A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A'� 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A✓ C. Type of roof sheeting shown? Yes✓No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A -- I. Thickness of roof sheeting shown? Yes%/No N/A D. Are required landing shown? (FBC 1007.4)? Yes No N/A ✓ 2. Grade of roof sheeting shown? Yes o N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A ✓ 3. Nailing pattern of roof sheeting shown? Yes%No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/AL/ D. Weight of Dry-In felt shown? Yes t/No N/A 24. If required,are tenant separations shown? Yes No N/A✓ E. Type of roof cover shown? Yes✓No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes WONo N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A✓ 2. Attachment of tile roof shown? Yes No N/A✓ A. Are column type,size and anchorage shown? Yes No N/A ✓ (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A✓ 3. Other roof covering and attachments shown? Yes No N/A 26. Are all lintel and beam details shown? Yes No N/A F. Length of roof overhang shown? Yes /No N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of sofa and fascia shown? Yes t/No N/A H. Attic ventilation shown? Yes ✓No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes -,No N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gauge of eave metal shown? Yes*,/No N/A required connections? Yes✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes✓No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A application? Yes✓No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes✓No N/A species,grade of lumber,span and connections? Yes No N/A ✓ 3. Are all door and window sizes shown? Yes VIN. N/A C. Are collar ties shown,including size,spacing,species, / 4. Are all emergency egress openings shown? Yes V/No N/A grade of lumber and connections? Yes No N/A l/ 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No N/A`� of lumber? Yes No N/A ✓ 6. Are all vertical reinforcements shown? Yes V, No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes✓No N/A pattern? Yes ,-IN. N/A 8. Are all hold-downs and hurricane anchorages shown? Yes.- No N/A 9. Is required attic access shown? Yes �/No N/A 10. Are all plumbing fixtures shown? Yes 7/ N/A VIII. Flow Framing. 11. Are all electrical fixtures shown? Yes%/No NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes✓No N/A uplifts and connections? Yes } No N/A A. Is air handler and condensor location shown? Yes✓No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes_✓Alo N/A grade of lumber and connections? Yes No N/A✓ 13. Are all smoke detectors shown? (FBC 905.2) Yes%,Ao N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes No N/A e/ Have a 29"net clear door opening and handicap accessible route? (FBC I1-ll) Yes/ No N/A d T FORM 60OA-97 ,(, . FLORIDA RG Y EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1488 Builder: QUALITY REMODELING AN ,address: Permilting Office: City, State: Permit Number: Owner: '% ' KEVIN BENNETT Jurisdiction Number: Climate Zone: North 1. . New construction or existing New _ 12. Cooling systems r 2. Single family or multi-family Single family _ a. Central Unit Cap:28.2 kBtu/he- 3. 'Number of units,if multi-ramily l SEER: 10.00''1_ 4. Number of Bedrooms 4 _ b. N/A A_ 5. Is this a worst case? Yes t_ G. Conditioned floor area(112) 1.184 1t2 c. N/A _ 7. Glass area&, type _ ) a. Clear-single pane 0,0112 _ 13. licating systems — b.Clear-:double pant 157.0112 _ a. Electric Beat Pump Cap:29.0 kBtuAtr, c. Tint/other SC/SIiGC-single pane 0.0 f12, _ I-ISPF:7.20 n77 d.Tint/other SC/SHGC-double pane 0.0 it2 b.N/A f t 8. Floor types _ t a. Slab-On-Grade Edge Insulation R=0.0, 197.0(p)11 _ c. N/A b.NIA ; -- c. NIA `.t' 14. Iiol eater systems 9. Wall types,,,„ "IP I. Electric Resistance Cap:50.0 gallons'— a. Franc,Wood,Exterior P'l 1.0. 1023.0 112 __ _ EP:0.86 b. Franc,Wood,Adjacent R=1 1.0,3,58.0 tt2 b.N/A I c. NA — — d. V , _ c. Conservation credits b e. ' (IIR-1scat recovery,Solar 10. Ceiling typeS _ DIIP-Dedicaled heat pump) go, a. Under Attic R=30.0, 1505.0 fie — 15. HVAC credits b.Under Attic R=19.0, 122.0 ft2 _ (C%Ceiling fan,CV-Cross ventilation, c. NIA lIF-Whole house fan, 11 �; I I.,Dttcts�'; — P'I'-Progranuuable'I'hcnnostat, �, .°,i , a. Sup:Une. Ret:Unc. AI-1:Garage Sup.R=6.0, 1.011 _ RB-Attic radiant barrier, b.N/A MI-C-Multizone cooling, MZ-H-Multizone heating) C Total as-built points: 22569.00 1jM Glass/Floor Area: 0.11 PASS Mac Total base points: 23804.00 Me I hereby certify that the plans and specifications covered Review of the plans and TtIE S7'A f by this calculation are in compliance with4he Florida specifications covered by this tio4 TS Energy, qde calculation indicates compliance �` � ==:' OW a f. 'fill, PREPARED BY. Y!> t with the Florida Energy Code. DATE �� Before construction is completed • , �- _ `" ��_ this building will be inspected for f I hereby certify that this building, as designed, is in compliance with Section 553.908 rl,G, Set compllance`w'th the Florida Energy Code. Florida Statutes. °D WF OWNS GENT: R� BUILDING OFFICIAL: DATE- S'—P)3 DATE: " EnergyGauge® (Version: FLRCNA-200) 4 F 0 f1NI _JJA-97 SUMMER ALCULATIONS '.a esl'dential Vwioie BL.Hldin,�Jt Performance Method A - Details ' [_LDE'k_SS: . . . PERMIT#: BASE AS-BUILT GLASS 'TYPES .18 X -'Ionditioneu X BSPM = iDoints Overhang Floor Area Typeic>C Ornt Len Hgt Area X SPM X SOF = Points J2 1484.0 33.06 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double, Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double clear s 1.0 7.0 5.0 34.50 0.97 166.8 Double, ;;fear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double Clear SW 10 6.0 15.0 38.46 0.96 555.5 Double Clear SVV 1.0 6.0 15.0 38.46 0.96 555.5 Double: -'tear SE 1.0 4.0 6.0 40.86 0.88 216.6 D o u 1)i,-- -lean SE 1.0 7.0 15.0 40.86 0.98 601.2 Double, -;!ear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double, Clear NW 1.0 6.0 MO 25.46 0.97 496.1 Double, Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630,2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,vVood,Exterior 11-0 1023.0 130 11739.1 Exterior 10_3.0 1.70 1739.1 Frame,`."food,Adjacent 11.0 358.0 0.70 250.6 Ease Tota;: 1381.0 1989.7 As-Buia Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 xterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 blase Tuitil: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X 6SPM = Points Type R-Value Area X SPM = Points Under' rider Att;Attic1488.0 0.60 892.8 Undermc 30.0 1505.0 0.60 903.0 Under ,mc 19.0 122.0 1.10 134.2 base Total: 1488.0 892.8 As-Buii,Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) -41,20 -8116.4 Raised 0.0 0.00 0.0 Base Totai: -7289.0 As-Built Total: -8116A INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGauge-0 DCA Form 60OA-97 EnergyGauge(VIFIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1484.0 9.76 2608.4 Double, Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double, Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1648.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points . Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGauge®DCA Form 60OA-97 EnergyGaugeO/F1aRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT#: L—_ BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water - Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 PASS z xE s N, EnergyGaugeTm DCA Form 60OA-97 EnergyGauge6/FlaRES'97 FLRCNA-200 RIGA"I'-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) Bv: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job# Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Iildg. Heat Loss 31482 Btuh Structure 17667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh Method S imp 1 i f i ed LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.11.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cuft) 13059 13059 AirChanges/Hour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 38YCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Ileating Output 29000 Btuh Latent Cooling 0 Btuh I[eating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFMBtuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J: 7th Ed. RIGHT-J:V 1 3.0. 11 S/N 11786 Printout certified by ACCA to meet all requirements of Manual Form J Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- SM 11786 1 Name ofRoom Entire House MBR MBTH WIC 2 Running Ft.Exposed Wall 176.0 Ft 4 3.0 Ft. 8.O Ft S.0 Ft. 3 Room Dimensions,Ft. 0.0 t 0.0 x 0.0 Ft 0-0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit,Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area l3tuh Area Btuh Area Btuh Area Btuh LiNPOSURE No Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Gross a 12C 3.6 2.0 1286 wwww wwww 260 rtrrw rrwr 64 wwwr wwrr 90 rrrr rrrr Exposed b 14B 5.8 2.2 0 **+w wwrw 0 rtwwrt wwrw 0 wrtww wwrr 0 rrrr rrrr Walls and c 12H 2.4 1.4 () **** **** 0 **"+ *rrtr 0 wrrtw rwrw 0 wrrr rrrr Partitions d 13C 1.4 1.3 350 *rtwr wwrtw 170 rrrr rrtwr 0 wwww rrrtw 0 rrrr rrrr e 13H 1.1 0.8 U ***+ wrrtrt 0 rrrr rrrr 0 rwrrt rwwr 0 rrrr rrrr f 0.0 0.0 U rtrtrw wrrr () rrrr rrrr () rrrr rrrr 0 wrrr rrtrw 6 Windows and a lI 38.2 «" 121 4627 *+** 20 76.5 """" 6 229 *"" 0 0 Glass Doors b 8F 38.2 ** 36 13.77 **** 0 0 **** 0 0 **«* 0 0 lleating c 9H 22.0 rr 0 0 wrtrr 0 0 rrrr 0 0 rrrr 0 0 war d 7L 26.0 rr 0 0 rrrr 0 0 rrrr 0 0 rrrr 0 0 rrrr e 0.0 wr 0 () rwww 0 0 rrrr 0 () rrr► 0 () rrrr f 0.0 ** 0 0 *«** 0 0 **** 0 0 **"* 0 0 **"* 7 Windows and North 16.0 **"« 80 0 "«"* 0 U ***" 0 0 *""" 0 Glass Doors NE/NW 33.0 41 *««* 1353 20 «*"* 660 6 **** 198 () *'** 0 Cooling E/W 46.0 $ wwwrt 230 0 rrwr 0 0 wrww 0 0 rrrw 0 SE/SW 40.0 106 wrww 4240 0 rrrr 0 0 wrrr 0 0 rr►r 0 South 0.0 () rrrr 0 0 rrrr 0 0 wrrr 0 () rrrr 0 Hort 0.0 U **** 0 0 **"* 0 0 **** 0 0 '*** 0 S Other doors a 11E 7.6 4.3 20 1`_2 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 116 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Wal Is and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 50 473 441 170 230 214 0 0 0 0 0 0 e 13H 1.1 0.8 0 U 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 1396 1843 1981 168 222 238 64 84 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 U 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 0 5 162 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 Subtot Btuh Loss=6 &.+11+12 wrww 299H3 wrrw rwrw 4821 "«rr rrww 1172 **«« r**" 359 rwwr 14 Duct Btuh Loss 5"/ 1499 **** 5% 241 *'*« 51/1 59 **** 5% 18 rrrr Is Total Btuh Loss=13+14 rrwr 3148L rrwr rrrr 5062 rrrr rrrr 1231 wrrr rrrr 377 rrrr 16 int.Gains: People Q 300 6 ***" 1650 2 *'*• 600 0 "*** 0 0 '*** 0 Appl. Q 1200 1 rwrr 1200 0 rrrr 0 0 rrrr 0 0 rrrr 0 17 Subtot RSH Gain=7+8.+12++6 ***w ««*« 7.6061 wrwr wrrr 2508 wwrw rtrrw 484 wrrr rwrr 138 18 Duct Btuh Gain 109% ***« 1606 10% **** 251 10% «**" 48 10% **«* 14 19 Total RSIIGain=(17+18)*PLF 1.00 ++** 17667 1.OU ""*" 2759 1.00 rw*« 532 1.00 "**" 152 _'( CFM A r Required **** 1000 1000 **** 161 156 "*"* 39 30 "*** 12 9 Printout certified by RCCA to meet all requirements of Manual J Form M _ Base Job# Zone: Entire House 12/1/00 MANUAL.1:7th Ed. R1GH'I'-J: :3.0.11- S/N 117 8 0 1 NameofRoom BTH::'. NOOK / KIT DIN 2 Ru nu?,Vl Exposed Wall Pt 10.0 Ft. -113.f3 Ft. Ft. 3 Room Dimensions,Ft. .. ` .x ..'.i I"t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft. 4 Cciings,F't Condit,Option he, %_o1- 10.0 heat/cool. ��.._ h_>at/Cool "TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE, NO. Htg Clg Length Htg Clg Length Htg Clg Length IItg Clg Length Htg Clg 5 Gross a 12C 3.6 _'.0 ,.]8 wwww wwww 100 wwYY wwww 100 wwww warn arYw Ypr Exposed b 14B S,- 0 wwww wwww 0 wwww wwrw () wWww wwwa rrrr wrww Walls and c 12H 2.4 1.4 0 wwww wawa 0 wwaa wwww �) wwww wrww p** wwrr Partitions d 13C 1.4 1.3 0 *www wwww 0 wrwr wrra 18.0 awww rwww ►rww Yp• e 13H 1.1 0.8 0 ***» **aw 0 wra» pas 0 wwwa aaaw wYwr p►r f 0.0 0.0 0 wwww wwww 0 wwra wrra 0 Wwww rwra »Wrs aaas 6 Windows and a 11 38.2 1191 **** 20 765 **wr 0 0 arra stra Glass Doors b 8E 38.2 ++ 0 0 w*ww 0 0 wart 36 1377 **ar tart Heating a 9H 22.0 ** 0 0 »a++ 0 0 wrww 0 0 wYYr YYYY d 7L 26.0 ww 0 0 ar»a 0 0 rrrr 0 0 wrwY rpt e 0.0 wa 0 0 rr►r 0 0 wrrw 0 0 YYp YYYY f 0.0 ww 0 0 waaw 0 0 Yrww 0 0 rraw YYYY 7 Windows and North 16.0 0 Wwww 0 0 wrrr 0 0 wwww 0 wwYw Glass Doors NE/NW 33.0 () wwww 0 0 wrYw 0 0 wrra 0 aaaw Cooling E/W 40.0 0 Wwww 0 0 wwrw 0 0 Wwww 0 rwww SE/SW 40.0 5 Wwww 200 20 rrrr 800 36 »»rw 1440 rrrr South 0.0 wwww 0 0 wwrr 0 () ww»w 0 rrrr HOCM 0.0 0 wwww 0 0 »rra 0 0 rw*w 0 rwYw 8 Other doors a 11 E 7.6 4.3 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 () 0 0 9 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130 Exposed b 14B 5.8 2 0 0 0 0 0 0 0 0 0 "'ails and c 1`'H 4 1.4 0 0 0 0 0 0 0 0 Partitions d 13C .9 1.3 0 0 0 0 0 0 160 243 227 e 13TI 1.1 0.8 0 J 0 0 0 0 0 0 0 f 0.0 0.0 05 0 0 0 0 0 0 0 to Ceilings a 16G 1.3 1.4 $8 i,A 68 160 211 227 144 190 204 b 16D 2.1 2.3 0 0 0 22 47 50 28 59 64 c 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 6 194 0 10 324 0 28 907 0 b 20G 2.81.1 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464 13 Sublot Btuh Loss=6+8..+-11+12 Wwww J:_�1 wwrw awww 2936 *r*+ wwww 5349 *www wwww wYYr 14 Duct Btuh Loss °/ 4 c• *+** 5% 147 rr+* 51/1 267 15 Total Btuh Loss=13+14 +*** 97 5 aawa wrrw 3083 rrrr rp• 5616 rwww wwww apt i6 Int.Gaits: People((, 300 0 **ww 0 0 »wrY 0 0 wwww 0 r**r Appl. @ 1200 0 **** 0 1 r**+ 1200 0 **rr 0 Yaw 17 Subtot RSll Gain=7+8..+12+16 **** warW 420 awwa Ywwa 2697 +r** **** 2529 *www »rrw 18 Duct Btuh Bain 10% +*** 42 100/ *+r+ 270 1.0% ***r 253 % +*rr 19 Total RSH Gain'(17+18)*PLF !,i;r) wwww 462 1.00 wwww 2967 1.00 »raw 2782 Ywrw 10 CFM Air Required **** 3'L 26 ***W 98 168 *+** 178 157 +*** Printout certified by ACOA to meet all requirements of Manual J Form J z y � CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND �► _I DUPLEX CONSTRUCTION) 94) 1 � t �Za Date: Job Address: � � � Owner of Property: r U::6V Address: q(Q9 �T: {, ��(`/-1 C:-z i�A �Z.Z�t2 Telephone: �GW-?YY"0—" _ Legal Description: Block Number: ZC)r Lot Number: Zoning District:. . �_5'_/A Contractor: LP7 cjzState License Number: CEL (,12!�aylo& Contractor's Address: Y Telephone: Describe proposed use and work to be done: Present use of land or building(s): T- Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. a Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building ermit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as anprouriate. Incomplete applications may result in delay in'issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works'is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. if required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: Date: 5, �2" 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans.and supporting data have been or shall be provided as required. Signature of Contractor: av� Date: Z2 Address and contact information of person to receive all correspondence regarding this application (please print). Name: /�1rZCJ.LI�J UV . /ZJJ/� Mailing Addrreess: `7`lr' Telephone: it) 77T-67Y-? Fax: 96�(—2yy—O'N E-Mail: 901(-333-x/535 67-cC AS TO OWNER: Sworn to and subscribed before me this _ day of 20 State of Florida,County of Duv ��� SHEL 1i,,� yd���stta,2A9 %Notary's Signature: v ---� 2% ttDD 031549 Personally known yds:•� Produced identification �i4 . rd BondedlbN tee:p� H• � o••a•fs•u•n.• � ` Type of identification produced 1yl G L AS TO CONTRACTOR: V �� Sworn to and subscribed before me this day of U ` ,20 State of Florida,County of Duval ` %%IIIIfilltsAor, Xp\S z, SNEjp��a�r ;` Q<•�t �7sioyF•'4 'Notary's Signature: 'GC' ' Ila r°�`• personally known .•`� roduced identification CO 031543 . Y I ,� >�; s y • Type of identification produced s,,9 oad -Atlantic Beach,Florida 32233-5445 Telephone: �800 •fix: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 Map Output Page 1 of 1 JAXGIS Property Information 1.350 1285 t236 t232 1x'1017 0020 i I Copyriq ht JC)2002 C Ry of Jaci®envilk,FI E# Name Address value tal cres ,at Map nel Legal Descriptions FloodZone ndUse on/ng T BENNETT 18-34 38-2S-29E Not in Flood 171017 002 14400 .14 200 5691 EC H ATLANTIC BEACH KEVIN 2233 LOT 3 BLK 200 one http://maps.coj.neVWEBSITE/DuvalMAps/toolbar.asp 7/25/2003 i 5 MIN, RETR� Book 11110 Page 399 PHONE# QI�� � FLA.1977 LAWS RAMCO FORM 409 FS 713.13 Nonce o Comae ement (Prepare in Duplicate) To whom It MAY concern: The undersigned hereby informs a'Wconcerned that improve will be made to certain real property, and in accordancewith section 713.13 of Qh Florida Statutes,the folio• g information is stated in this NOTICE OF COMMENCEMENT. '° ,. CO SC fYDescription of property ................... ......—.,? ..... , ;7 4 4�Zr, C...... �.....F—C��...... z? ............... .... ... ....... ................... .. ................/.. ....... ................................................................. General.descrip4o.n of improvements.... f (.�.,�....4 ' .........................................I.... ............... {� / ...'..................... ........................................................ Owner. .hl"�.13 .:4h.1...... Flu . , . .. .... .. .................................................. Address,.: �y �lY.1t� L I�lt,tli ^�'a.k�....FL,�, Z77................................................... Owner's interestin site of the improvement,:.:.:. ......... .. ............................................................ Fee Sim It Trtleholde r(if other than oymer� Name Address:.:. $ f3u .. .. �4rf. ...t, 7., r7..7..............I............................... Contractor ................................I...............I............. Address ........................ ........... .............................�............................................I........I......... Surety(if any) ...................................... Address..........................................................::. ...::.........................:..:,..,........ Amount of bond S ....................... Any person making a loan for the construction improvements:' Name : � .. ... ..... ..................... ..,, .. Address: '� .........................................; ....................' ............................................................ Person wrthru the State•of Florida designated by owner upon whom noti s'or other documents may be served: Name .. . ............... vI1; `�.............................................. . ..�,.•• ............... Address• .... ............:........ .............. . . ... . .,. ..... :. .....: .:. .............................. In addition to.hi pV,owner designates the`following person to receive copy of the Lienor's Notice as provided in Section!13 13(1)"(h) Florida Statues. (Fill i>•at Owner's option). Name . ..... ......... `1; ......A Addreis"'..;...... ... .... ......... ... ?. .. ............................................................... This space fo%tecorder's use only;eis: 00y36 11 ,• '� :{. �� \\\������������� %<l� r ... . ..... .. ... ... .. Pile: 399 :>, zY ' 1 \`\ �Q,\S SHE (p il�� �­r F Ied a Record0 s Owner ^I 05/P3/20Q$ �E tt, _ . �4��S sioN' 1 :., dl ,ti �� ••+$ J M FULLER 118 "•.�' Sworn to'snd subscribed before me thr�.... day of C ERK CIRCUIT CQU�T = i D VAL COUNTY —*• f,r 1QAQQ 3 ECORDING ifs x N zit 5.bdf, a 0603154 'a RUST F06". S` " ," )F' �/ ,p .Rrbtio lb+dFP•*::�+N k =c No ublic _ C f FLOODPLAIN DEVELOPMENT INFORMA'T'ION Location:: (�:6/ - SEC-- 0W.2(2 :2- Type 2Type of Development: A)L&t ) IkJLr. Flood Zone: Y 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 -2-2 Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative Schlueter, Jennifer From: Showman, Lisa Sent: Tuesday, September 02, 2003 2:31 PM To: Schlueter, Jennifer Subject: 1156 Main Street FYI --03-26571 approved by PW i DEPARTMENT OF PUBLIC WORKS r1�Jc 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 ` SS TELEPHONE: (904)247-5834 -< J FAX: (904)247-5843 SUNCOM:852-5834 ; .. --• http://ci.atlantic-beach.fl.us " 7— PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Applicant: Address: JLp 1 a Project: N �` ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: e -69NA/J57 . 45,51 ;r///5 D,—'-Pr 'OEP--/A/-SP DVEk' j00ltlTiy._1Q Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works •� �i 'n�/ Date 7 O Signature Contractor Notified Date 7 f3 1 Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0 3 0�)'('19 51 � Property Address: S co M tl::) I iu Applicant: V 1 r\J �C:'1\J 1 J Project: T=Approved plication has been: r7 Reviewed and the following items need attention: Please re-submit r application when these items have been completed. Reviewed By: Date: DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 k FAX:(904)247-5843 tea' SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 03-- Applicant: 03--Applicant: ✓��'l ! - '�y'7 `� Address: 1 I UP Y-n 01 N v 1 �J - 'LT Project: N U F 1 X. Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: ff 1r2 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi ed by Donna Kaluzniak, Public Utilities Director ��-tom Date J tgnature Contractor Notified Date ! b 3 CS4y J ' t3 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FANULY RESIDENCE AND DUPLEX CONSTRUCTION) Date: Job Address: Owner of Property: r U xe j (w Address: ��Z�I �Z(�E,-�S ��4K� � :2 Telephoner FOC(-7 VY-07" Legal Description: Block Number: Z60 Lot Number: 73 Zoning District: Contractor: State License Number: Contractor's Address: (1q Z? (�`-6 :qZK r--( Z7 7 Telephone: 9(��F V-6 7Y 7 Fax: '�JK V- '��� 0_7 Y-7 Describe proposed use and work to be done: XU e4 ) 6-:j12_17 Present use of land or building(s): 6'_0 7— Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? NO If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? M.PLO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. a Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building ermit. [ ]NO. Applicant certifies that no trees will be removed for this project. ® YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tr Conservation Board,which meets two times each month. �( (�1(�()i_z j��1z ��vtnc,t110.L I��2h�t l — Procedure: In order to expedite issuance of permits, please follow all steps and prbvide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works'is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 in addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. S. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. 1 hereby certify that all information provided with this application is correct. Signature of owner: 1� ' �n` Date: 5", �2 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Z__ Date: 5—2_2 Address and contact information of person to receive all correspondence regarding this application (please print). /V? Name: 0 -IU U , &&Iuef�- Mailing Address: �T� ����1,�",PGLi/�-�7- �7 -0� ��, �, 3z'L�7 Telephone: /V't-7Y�—a7Y_� Fax: _ E-Mail: 501(-3 3 3-q53 5 cmc c AS TO OWNER: n Sworn to and subscribed before me this _ _�t day of 20 C--3 \` 1111ilUllll/q��i State of Florida,County of Duvol Pig SHELpi,.� ;',�° vst ta-��O9'; .Notary's Signature: �) ' °sup: a #DD 031548 :R Personally known Produced identification Z' toicu; ` ' ° Type of identification produced G(}`Q Le—c- AS TO CONTRACTOR: 111111 Sworn to and subscribed before me this day of U l .2003 State of Florida,County of Duval e�e`1111111111j/� ��` �.•....... *otary's Signature: va Personally known =?, tt00 031543roduced identification %�9•�O/a �ndadlnN ��e Q Type of identification produced ( lJ- '43, 03 aPyfioad •Atlantic Beach,Florida 32233-5445 Telephone: 5800 •fix: (904)247-5845 •bttp://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 FLOODPLAIN DEVELOPMENT INFORMATION Location:: LOT--- Ste- Type of Development: 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 AcImowledgment: 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 Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- SIN 117 6 6 I Name of Room LIV BR2 BR3 BR4 2 Ruining Ft-Exposed Wall 22.0 Ft 22.0 Ft. 10.0 Ft. 24.0 Ft. 3 Room Dimensions,Ft. o.0 x 0.0 Fl_ 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option 10.0 heat/, ool 8.0 heat/cool 8.0 heat_/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 12C 3.6 2.0 220 **** •*** 176 ww»w rwww 80 wwrw wrrw 192 **wr rrrr Exposed b 14B 5.8 2.2 () wwww wwww 0 wwww wwww 0 wwww w»wr 0 rrrr wsr Walls and c 12H 2.4 1.9 0 ***" **** 0 **"* **** 0 wwww wwrr 0 wwwr wrww Partitions d 13C 1.4 1.3 0 **ww rrrw 0 rrrr rwww 0 wwwr wwwr 0 rrrw rrrr e 13H 1.1 0.8 0 wwww rsrr 0 rrwr rrw 0 wrrw rr»r 0 rwww rwrr f 0.0 0.0 0 wwrw rrrr 0 rrrr rss» 0 rrwr wrw» C) rssr rrws 6 Windows and a lI 38.2 15 574 **** 15 574 **** 15 574 +*"* Glass Doors b 8F 38.2 ** 0 0 **** 0 0 **** 0 0 "*** 0 0 **** Heating c 9H 22.0 ** 0 0 **** 0 C) **** 0 0 **** 0 0 *+"" d 71, 26.0 ** 0 0 wrww 0 0 rrrr 0 0 rwww 0 0 wrww e 0.0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 rssw f 0.0 *" 0 C) ***+ 0 O **** 0 0 "*** O 0 ***+ 7 Windows and North 16.0 5 rwww 80 0 rrww 0 C) rrrw 0 0 wwww 0 Glass Doors NE/NW 33.0 15 **** 495 0 ""** 0 0 **** 0 0 **** 0 Cooling E/W 46.0 5 ■*** 230 0 **** 0 0 **** 0 0 **** 0 SE/SW 40.0 0 **** 0 15 ***' 600 15 **** 600 15 **** 600 South 0.0 0 **** 0 0 **** 0 0 **** 0 0 "*** 0 Hort 0.0 (1 wwww 0 C) rrrr 0 0 wwww 0 0 rwwr 0 8 Other doors a 11 E 7.6 4.3 G O 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 175 630 356 161 580 327 65 234 132 177 637 360 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12 H 2.4 1.4 0 U 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 0 0 0 0 0 0 e 13H 1.1 0.6 n 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 352 466 499 140 185 199 140 185 199 140 185 199 b 16D 2.1 2.3 50 106 114 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 22 713 0 22 713 0 10 324 0 24 778 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 45 2928 579 15 976 193 15 976 193 15 976 193 13 Subtot Btuh Loss=6+$„+11+12 **** 5949 wwww wwwr 3027 wwww rwrw 2292 rwww rrwr 3149 r►rr 14 Duct Btuh Loss 5% 2 9-/ wwww 5a/ 151 **** 51/1 115 **** 5"/ 157 +*+r 15 Total Btuh Loss=13+14 **** 6246 wrrr w»rw 3178 **+* "*** 2407 **rr rr►► 3307 rrrr 16 Int.Gains: People @ 300 2 **** 600 1 "*** 150 1 **** 150 1 **** 150 Appl. @ 1200 0 wwrw 0 0 wrrr 0 0 wwr» 0 0 rrrr 0 17 Subtot RSH Gain=7+8..+12+16 **** **** 3040 "*** **** 1469 **** "*** 1274 **** **"* 1502 18 Duct Btuh Gain l0i **** 304 10% **** 147 10% **** 127 10% **** 150 19 Total RSH Gain=(17+18)*PLF 1.00 **** 3344 1.00 **** 1616 1.00 **** 1401 1.00 "*** 1652 20 CFh1Air Required *•** 196 189 **** 101 91 **** 76 79 **** 105 94 Printout certified by ACOA to meet all requirements of Manual J Form RIGHT-J CALCULATION PROCEDURES A,B, C, D Job#: Filename: Base.bld 12/1/00 "bone: Entire House Procedure A-Winter Infiltration II1'M Calculation* 1. Winter Infiltration CFM 1.2 AC/HR x 13059 Cu.Ft. x 0.0167= 262 CFM 2. Winter Infiltration Btuh 1.1 x 262 CFM x 40 Winter TD = 11515 Btuh 3. Winter Infiltration HTM 11515 Btuh / 177 Total Window = 65.1 HTM and Door Area Procedure B-Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.5 AC/HR x 13059 Cu.Ft. x 0.0167= 109 CFM 2. Summer Infiltration Btuh 1.1 x 109 CFM x 19 Summer 1'D = 2279 Btuh 3. Sumner Infiltration HTM 2279 Btuh / 177 Total Window = 12. 9 HTM and Door Area Procedure C-Latent Infiltration Gain 0.68 x 37 gr.dift. x 109 CFM = 2744 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 109 Vent.CFM x 19 Summer TD = 2278 Btuh Sensible Load for Structure(Line 19) + 17667 Btuh Sum of Ventilation and Structure Loads = 19946 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load-Sensible + 19946 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 109 Vent.CFM x 37 gr.diff. — 2742 Btuh Internal Loads = 230 x 6 No.People + 1265 Btuh Infiltration Load From Procedure C + 2744 Btuh Equipment Sizing Load-Latent = 6751 Btuh *Construction Quality is: a No.of Fireplaces is: 1 MANUAL J:7th Ed. RIGHT-J:V 3.0.11 S/N 11786 Printout certified by ACCA to meet all requirements of Manual Form J FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606A.ABC.1.1 Maximum:.3 cfm/sq ft.window area-,.5 cfm/sg.ft.door area. Exterior&Adjacent Walls 1 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windowsidoors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame wails where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors i 606A.ABC 1.2.2 Penetrationslopenings>1 Z'sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC 1.2.3 1 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 I Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 117'clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space tested,_ Miulti-story Houses 606.1.ABC 1 2.5 {Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts j 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. FWWatt, MPONENTS_-_- SECTION REQUIREMENTS CHECK r Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit ---------------------- ------------- breaker electric or cutoff as must be rovided.External or built-in heat tra required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Noncommercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. — -- ---- - k- -- --- -- - ---- -------- ------- Shower heads 612 1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Seagate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 10798.6 Winter As-Built Points: 11975.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11975.1 1.000 1.064 0.474 1.000 6034.5 10798.6 0.5340 5766.5 11975.1 1.00 1.064 0.474 1.000 6034.5 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 19739.9 Summer As-Built Points: 14817.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14817.5 1.000 1.047 0.341 1.000 5294.9 19739.9 0.3573 7053.1 14817.5 1.00 1.047 0.341 1.000 5294.9 EnergyGaugeT"DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 :r The higher the score,the more efficient the home. KEVIN BENNETT. , , , 1. New construction or existing Now — 12. Cooling systems 2. Single,family oremulti-family Single family _ a. Central Unit Cap:28.2 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER:10.00 _ 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(W) 1484 fl' c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 W _ 13. Heating systems b.Clear-double pane 157.0 ft' _ a. Electric Heat Pump Cap:29,0 kBtu/hr _ c.Tint/other.SC/SIMC-single pane" 0.0 n= _ 11SPF:7.20 _ d.Tint/other SC/SIIGC-double pane 0.0 ft' b.N/A _ 8. Floor ypes a. Slab-On-Grade Edge Insulation R=0.0, 197.0(p)ft _ c. N/A _ b.N/A ; c.N/A 14. Hot water systems 9. Rall types•+ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1023.0 f1= _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,358.0 ft' _ b.N/A _ c. N/A d.N/A _ c. Conservation credits _ e N/A _ (HR-Beat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a.UndetAttia z } . R=30.0, 1505.0 ft' _ 15. HVAC credits _ b.Under Attic R=19.0,122.0 fl= _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A r HF-Whole house fan, ,t 11,. Ducts _ PT-Programmable Thermostat, + a. Sup:Unc. Ret:Unc. All;Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, r` b.N/A MZ-C-Multiwue cooling, MZ-H-Multizone heating) I certify thaf`tlus"l orae has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) oF�TaB sr,�r� in this home before final inspection.Otherwise,a new EPL Display Card will be completed �� 4s 0 based on M"'s'Wledd.Code compliant features. y "" " yrnr Builder Stgnature.`; �h �--- Date: y Cm r- 3,13 Ur-1 List) '1 Address of New Home: S T— City/FL Zip: �L�46u7 3Z �e od we 23 ` *NOTI' The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStdr"' designation) your home may qualify for energy efficiency mortgage (FL,W)incentives if you obtain a Florida Energy Gauge Rating Col.,act the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for t+'� informationtand a71st of certified Raters.For information.about Florida's Energy Efficiency Code For Building Construction,ut, contact the Department of Community Affairs at 850/487-1824. :: EnergyGauge®(Version:FLRCNA-200) MAP SHOWING BOUNDARY & TREE SURVEY OF LOT 3, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 4, BLOCK 200, ACCORDING TO THE PLAT OF SECTEON ""H" ATLANTEC REACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVA/L COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. PLOT PL � N N LOT 2 CO tIU�-��t �Go�ucl7'•�-{�t� 7-59 Z BLOCK 201 LOT 2, BLOCK 200 10,2.00' (R) 1 1zf2 U OwS SZ� 102.0 o' (,u) ASSOC.SUR. 3- 1 AK 2- ® � l (j:2)T-' 016- L.8.5488 16"L.8.5488 I TREE® TREE ��2 ��_ 1 . . 112 REBAR ���/� Ri. - ASSOC SUR. ��J� L.B.5488 a 14- ESS PALM =4 U -. ® � X0.0, ��CL�f� Q r JE " M TREE C�ql?� �1�LL (-lac !ALL o � �i Q o CHINESE8 Q O W $O Q �o p Q A io W W f OF _ L 1/2 REBAR LOT 4 ALSOCR. 0"0 NORTHERLY 10 4 Q 1/2 REBAR O I // 18- q ASSOC SUR. RAS J� p-�A � p -,N Y OAK I L. 5488 Y A W" B./ APPROXIAMW - OU I DI MH / 70P OF BANK J 102.00' (Al) °° (R) SOUTHEk� 4G aF LOT 4, BLOCK 200 -� m y VA('�' A�,�i LcT::- AR wEST JUL A, ASSOCSA °1 OLSUR.R (50' RIGHT—OF—WAY i-8.54M NOT PHYSICALLY OPEN 25f OPEN DITCH J� T GENERAL NOTES,M s 1. ANGLES ARE SNo'!fN FOR THIS SURVEY. n war nnnnrr . nJW ew nurr�r.w. - Job: (GENERAL DETAIL) / BC FILLER REPAIR THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS LOADING •• FIELD APPLIED FILLER ALTERNATE LOADING FOLLOW PROCEDURE #1 AND #2. REFER TO DRAWING A115/R FOR ADDITIONAL TC LL 20 PSF TC LL 30 PSF FILLER DETAILS. TC DL 20 to 7 PSF TC DL 15 or 7 PSF t0 BC DL 10 PSF BC DL 10 PSF (A) 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB, NO SPLITS OR CHECKS. rn IV TOT LD 50 to 37 PSF TOT LD 55 or 47 PSF ATTACH TO BOTTOM CHORD AND FILLER WITH(3) 10d NAILS OR 0.131" GUN OUR FAC 1.25 DUR FAC 1.33 NAILS IN EACH, STAGGER NAILING. (•) v o► v RECOMMENDED REPAIR PROCEDURE (B) LENGTH TO CUT OFF FILLER 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. 2.APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM CHORD AND FILLER WITH (3)- 10d NAILS EACH END OF VERTICAL, STAGGER NAILING. NO SPLITS OR CHECKS IN SCAB. • NOTE-ALTERNATE GUN NAILS MUST BE 0.131" IN DIAMETER AND 3" IN LENGTH. 3.PEAL BACK THE PLATE OFF OF THE TOP OF EACH VERTICAL IN THE UNNEEDED LENGTH OF FILLER. • BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW THIS PROCEDURE. • NOTE-DO NOT PEAL BACK PLATES THAT CONNECT MORE THAN THE FILLER MEMBER TO THE BOTTOM CHORD. 4.CAREFULLY BEND BACK THE PLATE OVER THE WIDE FACE OF BOTTOM CHORD FOR CLEARANCE OF NEW CEILING. 6.CUT UNNEEDED LENGTH OF FILLER OFF AT EDGE OF VERTICAL SCAB. * (A) * — —� _ A a (B) 4' O.C.TYP. FIELD APPLIED FILLER EXISTING FILLER ' 14 TRUSS SPAN OVER 2 SUPPORTS **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTSSES REQUIRE EXTREME CARE TC LL ** PSF REF 8732--15977 SHALL NOT aE RESPONSIBLE FOR 3RUN HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. ON ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL ** PSF DATE 09/26/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL ** PSF ORW 962.767 A.1-131W of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ` 1 Engsmenn lfoouca. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL PSF BY: ALF CONNECTORS PER DRAWINGS 13G. 150 6 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. ** PSF 2820 N. Great Soutnwest Pkwy. CONFORM N/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED •T Grand Prairie. TX. 75050 , SEAL ON 1N{5 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. - - O )214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION C014TFI TOP. ' " v: r--IPI - IRUSS PLATE R151ITl1TE. NDS - 4991 NAT TONAL nF5ICJ/SPFCI FTCAT ION FOR MOOD CONSTRUCT[@I SPACING 24•O 1 d R. k• JR" i G {NG OPT{ON CROSS S pONECTION WIN N Sr J TEST Ns BMr380-011 ON OCTOBER 12.(n9S INCLUDED CLASS NNDOWSN THEA DOOR BEING USED, THE TEST PRESSURES WERE+444 PSF AND-54.7►SF. BY ` ' 25 CA.MIN EXTERIOR SIGN COMPARISON,EIGHT(6)11-X tB-1/2GLASS WINDOWS MAY SE METALLED N THE.! C-40 GALVANIZATION - - TOP SECTION OF,TIAE 16'%7 AHD in'%K MODEL 600 AND MOOF1 BSO DOORS.aT'I"4y rcower NRe WIHDOW FRAM[ 2' 12 DA,OALV•COM.TOP ROLLER BRACKET IRTI}W PROTECTION () OPTIONAL Dine NSERi3 6RN.3/3r IF=SSB CLAM LL6AB W/�2)Bbl 1 J/4' r." WIM W PROTECTION ADJUSTABLE SLIDE BRACKET ATTACHED W/(1)1/4'IT 1/r SOLT k NUT PER BRACKET 15-1/2' .. r 20 CA.STRUT•... ATTACHED W/(2)5/16•x 1-3/P ue Bars Ppt ENQQ STILE /Ln 3 4, MOLDED NS DE rRALaE AND(Z 1 4 x J/4 HEX HEAD 1SCREWSATEACH INTERMEDIATE S711.EAT EACH EAD W FRAME �C• 1s-1/x. r is-1/2. si; 20-1 f2' SOUTHERN YELLOW PINE SPUCE TR/ACKS AT THIS LOCATION '•; - ,•y: B• MIND ALL ENO STX.ES S0WREIfi4 JAS WITH(320 TRACK 3)6//16'DIA.TI 1-5%5 14 GA.GALv.STEEL LAC BOLT% 7„ ROLLER HINGE ATTACHED -WdW/(4)1/4.1 3/4' . /)'(1)H)EAD SCREWS AND /B L,� O lrll{2BOl1i PER1R3.1• HINGE .. .. AT EACH JAMB BRACKET BaT a� �. SOF TRU5TS t• ♦'r•.. J_ 12 GA.DAILY.STEEL JAMB BRACKETS W/1/4--20 TRACK SPUCE BOLT .3.:n (4)STEPAJFT HANDLES I.Y.STEEL ;- ATTACHED W/(2)1/4-20 X 2 1/2r G".STEEL TRACH Es ATTACHEDSOLT%AND 1/4 x 20 NUTS TRACK TIYCKNESSI.063' sarcWs�PM HINGE *m ? BOTTOM BRACKET x C&M.,STEEL ATTACHED RaouTE BT1lE W%&/4'K 3/4• W)3 ,%4 A (1 /11-3 •:., h f, ,.* LAO BOLT n-yak. �� TRACK CONiTWRA110N TOR B'B'UP TO B'TALL DOORS • ON 11 CONT.ALUM.EXTRUSION JAMS BRACKET LDCATLONS W6�i6 JI 2 W/CONT.VINYL ASTRAGAL AlB C S ��,.•:11/.n. TION A—A (SIDE VIEW) 6'-6 4 1-1 9 7 70 L�E SECTION SOM LOADS .•' T'-0' 4' L-1/• 4 63 +24.J PSF •�'�, 7'-6 4• B 6 4 -26.3 PSF ,, 4Y •' �J;. N . 4• 1-1/2' 39• S7 TS :�'tT,•/ 'f.••• t: TEST LOADS LF A�' 1 :Cleb +36.5 PSF • 4 -39.5 PSF. U.i CIO ` s i1-4 - 'y WOOD IAMB ATTACHIAFNT TO STRIICTLIRF ;A=L v }� 4 RATED FOR 100 MPH FASTEST-MRF AND t SPO F1G1xW AND W92 124 MPH PEAK OUST WIND SPEW f•r C La '(.• T 7 •Q 4 noxa AND NNDWK TAIL K ocom •WAVACWNb •� TM._�rr AND N11000 WN 1,K I OR (.SCT IM% RY L I MA •it kTa L.�. ' ..i An.nuyT to ieae n.v 1 DCAxI f[eR01O FNALL K>{M L•NR'1 MFT. ROLL IMMO //,. `,A.........•• q Wi•* — Lx«7 or**mAraA1m R-40 IAL AN 7A1gN Mr x r TAB imps s1AR1Ne e•r w oW THOO w 4L 3.eKno wT4oN coN„rr or S4 tteoNs N a Dom uIPm rap Mw wNwT s 6p=Ax sxW4L t yby'Ry 1�TIf:.uw.�o.rvr m Tees rW a.w�rvr 4 WA'"04 STKC"AL GLOOM K N7CNm ••J.rO1 TSI O.�'• ..:..6Gf 9r� IR/x.r IOLT AN 1 4'swTow;4'FROM am WOO le LL RY A JIM""PROrTiRwAL a*-=FOR Ira Ulm y* SMAIM w WTI p1AWN0 N AeNT1w m enol LDAONOL EV DESCRIPTION OF REVISIONS DATE BY ..4•' _::.. Ill*IIK ANDaR WIT 2-3/r RTARTIIO a IRM DW nOl N•44 l M N[n1oD ar asTia WAt M SLIRRTANTVL WwgMANOC ITWA-WT R0 HW 3/I•x e ITNITW r FROM 0q ND1 21'eA. � WN M PRoaTOU1[eaoeo0 N us WLA ANO M A COMTED DRAWING TO NEW FORMAT 4 3 2 DU DW"W RULDW CWC KCTAN 1ROi T4N0 10A0 Tom W1OtlA n x e♦..rvT 1e._rt r,rar M PROM n SL1DAN ON THE DRAWJW TOIL CA XLLATO V" _��..uA•n. M FCMA I v PAKAMCTOR•. GT• "1'.'. roll SAM moat 3/r x 2-3/4•sTmw r rwm Dol*OO,I.ax. A RAW TND V=Or 100 WW(FASICIT•Yxn TTWAAM=TAPOW 1/0 x 2-3/4-sTAnm Y FAw 0a4 uK PAns Or 4 DOOR CAN K NSTAtLO NMB/CCT O►OoOPs ON .OW M$, FAVK>U$Kr NMT)AT W LL Imm M ox sN► 105 CARL COURT IMSTON- M.C, iiIOS -� L Ir ALAN ROOT KWT AT ANY SLOPE LAa ANo R0.1s RAA K wNTDn AN m rlo rac A rwsl MouHlia SL MACL s L K rAc=a fA MODEL 1800 STRATFORD �AAATa ar.0m By e1H� c 1nRORARc RAT"a n' MODEL /050 HERITAGE 7. PM om lie Rrrm Or M4 T4PN WN 2 Ill".1 OoaM T40WI ..0M 0K/TAM covil ASL D Ao'a LEM M[/AI Roar NOrR SZE ND ORAWN BY AAE DATE 07/23/116 ORAIWN4 TRRaBCR PCR 14 FIC AAIM I-N. T. - B CKED BY AAE DALE —WAX DOOR'MOTH-16•• 20 CA.CALV.STEL. 25 CA.YIN EXTERIOR SXW •' jERMEDIATE STYE OPTIONAL P--MNO •/C-40 CALVANIZAT" -- , , PER PER SECTION YIN.3/32 TtOCK SSB - ftir.' A •o-tom• -'; t1• 1�-+r2• -'.11• _ 1 For r 1s-+/z• ro• r 11• -= - •E B• 1+CA r eTY a,co za--I--ra---�--ra— �--ra —_1--•'0�. r STRAUTS°F INSIDE ELEVATIONTnurs°` r (1)sive ?.1-1/r x 2-5/8•x 20-1I2• ATTACMEC -SWT UM YELLOW PINE - 11 CA.CALK S1EFL 11 CA.W1LV.STEM BCUs AN .; BEHIND ALL LNO STILES ROUXR NNOCS ATTACHED _ WTR.HWCES ATTACHED :. ({)1/1•II 3/{' W/(I),/1•.3/4- W/y�a� NEX HEAD SCREWS AND NEX HEAD SCREWS PER WNCE �l•' W/(2)5/16•x 1-3/1• - .. l'a i 7/14•.DIA. LAC BOLTS PER WNCE - - ..Sf : BOLT RCTAWEIK • • • BOBTT$OWH ,.. 20 CA.CALK STEEL Armckc '• .. 20 CA.CALV, WTERYEdATE STU NEX NEA . STEEL END STU u (+)t . �A„.. W/3'ROLLER SiaC4SS l/.O BEL TYP. ROLLER HINGE S1 TYP. HINGE CONNECTION S1 W/CDP SECTION A—A (SIDE ' C,i CALV.STEEL } s 3p• $TOP MOULDING1-t/� x 2-5//B•x 20-1/2' �H°D sTRE Yi�OD JAVA ATTA(}1�IFNT TO TRU .e LSUPry3'/FLE70BLE PULD BSEAL SKXIIHERN YEt1OW PINE - RATED FOR,DO YPH FASTEST-WHILE AND i Y INSTALLER) BULWO ALL ENO STXES 124 MPH PEAK OUST MND SPM " ( 4'LLy y 20 CA.CALK STEEL TE - "' INRYEdATE SOLE tiw &^s•rr sm Vl xU r•r•cv om 901 tit r;:Ni;'. VItTr•Y JAYt ATTA(tJy!>/T A.tuft R[•M�IfR L1) h6'dA.11 1-5 /B• ItLA rwc w.T 3It's.•s�YllwG v—Dor 901 3. . f 30LT AYTA040 O JAYS lag as"AN' .3/',%3-31.•33mv.4 r rAKY Ix AT iA JAW BRACKET Rr/RAww#=WAD 3/1"x.•tl ArW r t•aWH Doi t 12 CA.CALV.JAMB BRALYKET Y CALK STEEL TRACK of BOLT RETNNER 3ftne•u.Y Aow(30 rn e_te•evr i ATTACIED W 1 1 R&cK TRACK 11iSIM T ACK (1)PER ROLLER NLS aux ANOgq 3!r x 3-3p'3TAr131r r noWH W -•S TLU.CK 1 k NYT 74 CA.CALV,S IIW/kAmwt VJWK\!a•It 3-s/P Si�1TNr Y ndl Do yam. j 14 0A.CALV.STE R A ACi1ED Z X B WUTNERN YELLOW PWC rAx fm(Y APmT)AT .'ILQ rT WTR.WNCES ATTACHED W { i { r 3 1µD (N0.2 OR BETTER) %Ari y0 smis CM1 K tLWTOIatY TO olal E A/WS1 R h w ( 1•■3/4• w (z)5ie x t-SJY Yrr►AMiKN a rood r+rr n o9ua scREws POt 1BNDE BCL PER Nw TRACK MbUNTING MOUNTINGDFTAII :''•` 'Xis' "S*tf:"v^`a.�''�2'4 <+- ^a n .<'«w _ - _ .` BYLTi OIOTi HNEARS CO`E .DOORFRAM"nE .).,ufA.4§'• ABrE4D.SMHEINMsT1'SP � >nNSSHIMASTYyy�ymoyT ON;ANCHORa . �#6 SCREW- HY T --TWO BY WOO DCAriVKO ,RE \ LANGS -TDOOR% TWO BY WAD157Z .CSLIBY OTHERS _ _ � SMEA . ='' G k i 4'► 1 ��a':C C ��Z9 Ca JAHB r?t - 1 J-� ``+ CAULK BETWEEN s j c i p HOOK STRIP L SHEATHING 1!4' MAX r r SLIDING GLASS DOOR SHIM SPACE a HOOK STRIP _w SHIM AS REQ'D. p ' (SEE NOTES) - t.- rw h 1-1/e' MIN 1-1/8' MIN. _ EMBEDMENT i - EMBEDMENT INSTALLATION ANCHOR #6 SCREW SLIDING GLASS TEMPERED GLASS DOOR FRAME CTYPJ CAULK BETWEEN - HEAD - _,_._ __ --_ DOOR FLANGE L THING _ SHEA a, - t 1 s ; `-- rf j BY_ THERS P. }'" i t r r TEMPERED GLASS ` r 7EHPERED : M a -'-"c 5. ; —t, —CTYPJ �Y- GLASS CTYPJ K _PERIMETER _`_, } SHEATHING SLIDING GLASS DOft ,, STUC(x1°OR SIDING ' } h CAULK_BY -t c - - BY OTHERS-- -—WIERLOCK - --BY OTHERS i H` OTHERS ; r= ' STUCCO is S . OR SIDING H ❑K STRIP DETAIL r HEIGHTSECTIONB B - _.BY OTHERS _ y p J S'. ''Y'-- F -r• i ,�_ G f M�+ �� �` -l.,V_ '.jt r`I --i 4I I•-ZS•z I`. VN(•. •1 w" t ,��¢.'_ ' .� q I 71 I) DOOR YIATUa ALUMINUM ALLOY 16063 ' EV 06 INSTALLATION SCREWS.MIST BE'(IFS1JF1rIQdfT,if]iGTN TD ACHIEVE MN.VOICU M- gf .• OF 1-1/e' ONTO VImD. TAPCOH TYPE OINSTAWD]Mi T 'ANCflORS AT SDH.ILISi BE OF SUFFICIENT LENGTH TO ACHIEVE MK EMBEDMENT OF 1-1/4•IMM MASONRY OR CONCAM 3) INSTALLATION ANCHOR CHART ON MCK OF THIS SHF!•'I.--..-_ ( i 4) USE SILIZOMZED ACRYLIC CAULK BEANO I N iLAHIGE AT WPM L JAMBS. s3.il�li S); USE SutCOMZEv ACRYLIC CAULK FOR PERIMETER SEAL•AR[XA'CD EXTERIOR of DOOR, a y 1 A / / 6) IF EWOR OR SUE IS NOT LISTED IN ANCHOR CHART.USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE,FOR THE APPROPRIATE DESIGN PRESSTIRE RW% FOR POCKET DOOR'SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING• PLACE INSTALLATION ANCHORS, IN FRONT OF MOCK STRIP AS SHOWN. 6) .GLASS THICKNESS MAY VARY PER REQUIREMENTS a ASTM E1300 GLASS CHARM B B 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. ° 10) JAMB /SILL CORNERS ARE TO BE SEALED VITH A SNAIL JOINT SEAM SEALER. 11) SHIM AS REO D. AT EA SET OF INSTALLATION ANCHORS. MAX,ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS KAT.BE MADE OF CORROSION RESISTANT MATERIALS. A 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0'REPRESENTS FIXED PANEL APPROVED CONFIGURATWNS ARE AS LLSTCD,UN ANCHOR CHART ON BACK OF THIS SHEET. o , EXTERIOR T E R I❑R ELEVATION 14).. NOT ALL CONFIGURATIONS LISTED ABOVE ARE IN0WN ON THIS DRAVVM HOWEVER INSTALLATION c:EMBEDMENT__ SECTIONS'A-A'.'B-B' L NOOK STRIP DETAIL APPLY TO INSTALLATIIBL SOF ALL APPROVED -1-1/4 MIN......DUCt.D1NG H ' CONFIGt1RATI0Ni - 'r SHOWN 15) FLORIDA EXTRUDERS 1030,SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO.APPLIES TO n ° REVI 2(100 SERIES AND 500 SERIES ° CODE C©MPLIANCE PLY KEEP THIS PLAN ON 10B "ER SILL IN BED INSTALLATION ANCHOR APR 2 5 2002 3/161 DIA. TAPCON ❑ (� /t EXTRUDERS SECTION A-A Building oning Ins{. ow 'N-JoLl FL f� A INT. INC. SANT ORD FL. Examiner Signature 9 �jIGZ- BC.:CHAPTER 17,SECTIONS)1707.4.4.1-FOR ; u � � ,�:4H*f�)t hi: :SLIDING GLASS DOOR 500,1000 & 200 t{ G CEMENTS`AND 1707.4.2 FOR MASONRY,'r :° rt.s€ ora woo.M1 rye. 6 DRAwNI eY:89 LLA WITH ROVED BY: TION S :ER STRt1CT IAL aSUBSTRATES, -MARCH H 2002frus'rFU ticci+se Na Erna �TLJ.C3. •�• _..,_._ S: t`sn.t7tlk;lv�i .x r.af-R., i .. A'FE: "ts. .A1R' �•r,C ec/: !L-.rw±na� euT no L 1.q �,�rfA4Y-•..�,4 s-. tit .��+:.,. - - .._ .. , T :t e% ex_n4tf�« � - •'''�•"�=` . .."""_'_"N;,"": ''.'°h'�.:we%:4. ._.-, r-vx. �.,. _. .:v•• ten,•,-_ -a _.ww.w..ar.v-A:Shhr+-M--+>.....,�'..,. .._.._ .. : } #BSCREWINSTALLAT°INANCH0R -CHARTY s ,t> . ., , •► �.« +r, +� QUANTITIES IN HEAD 6`SILL QUANTITIES IN EA. JAMB it QUANTITIES•IN EA.-HOOK STRIP ::JJ xs:.i�>✓T x DOOR UP TO 46 PSF TO 61 PSF TO. UP.TO 46 PSF.TO 61 PSF TO y UP;TO 46 PSF`TO 61 PSF 70 -JUfSIZE 3 ''45 PSF 60 PSF 70 PSF 45 PSF.- `60 PSF _. , 70 PSF n f 'F 45 PSF 60 PSF 70 PSF J, "` sy 8.X.80 . jy 6i 6 6 t; 8 8 i{ 8 4 . 4 4 �` 60'X 80 ' t :t'6 r 6 6 8 '=8 i� e 14 4 4 r �C Awa O.d' L2 I �: � f _ :__/ 'f'� : 72`X 80 8 /8 �8 8 8 8 f `r 4 . 4 g,A 4, T �\ 96 X 80 10 �1 10�;: 107T2 .J 1 g,�ar 'A N 8. -+ . 8, t i 4 4 120 X 80 +� 8 8 8 - 4 4 4 60:X 96 6 6 6 10'" ;10 .10, 5 , 5 -. 5 \ij '_72'X.9 *1? ( 8 's 8« { `w;8 J "` `10's . .W..3.30 3 X10` f::-5 �. r# 5 :tet 5k „ I-96:X96: 10 10T; 10� : =. 10 :-mss+ F'� ''120'X<96•r _ x: $ K:f _. z+ " ''.t5 r w•, 5 � S ��.- •� -60X 120.:;. 6 r 6 6 12 12 r^- t 12 ..` 3 6 6�:_•`` 6 .120. 8 ROH AA irl2�p sT7'Al2 a I'12` ��' 6 +; 6 7 w F � Trl3kfi3ti113 jj `-96 X 120 - 12�.r':= `Rri212 6` 8 109 1/8 X 80 12. 12 12• 8 8 8 4 4- 4 1451/8 X 80 14 ��14 _ �. 14 8 j - 8` 8 4 L4. 4 181--1/8 X 80 16:1 16:r" -16 8 PIC 8 :-- 8 f 4 4 4 ! 3 � G�. ,. i,.. 109 1/6--X•i9 12 ` �xi 12/. 12 1 I ,, 10•i:? 145 1/8?'kj 14t 14:, 14. :; IO 'c L X10 - -Y10�,., S,x 5 5� L: x: 1 25 181 1/8 X 96� '> N� 3 t T�`4 r:r 10 = -:`E10 10 -x * 5 j 5 S ' ' ' ` f 109;1/8. 20 12!' 12: :;: ,1? �I,.,; 1 ,,;,..i2 12 5 7 _, _ 8 A - rx? t ; ,1 3T - ,� Olf Z J] 'M114* ;cit 21TA3 ?a, - <' + . .n13T 1 f.1. 1451/8`120 = 12. 12 112' S 773M'. 8` 4 _ , .106ti�5/s_XBa.•; - "12� .. tfj�4 2T"^ ��"::e.� 8. 8 8_,- .4, =.F r..,� .,! z4 %Q: JT2 t{ r•r �3 iTC +s : 142e5/ XaeO s: M ' 14 '`�8 1118• 8 , 4zc ?4.- . '4. :17W-5/8 X=80 + ON . 8 ct-1u�8 a' 8 4 , 4T'a 4} le 106,5/B,X-;96 ;�a: ,s: 30 �. 4l() 10 - - 115 i 5 - a.x 12 .�12.:� <=.r!2� �.. tn::• fir• � �--�-a--`a•---s-. t _ � •r:. Y'. s y. s..' � :� t 1425/B+X?96 s _#14e14:�*,,, x°=14? -�Op itai30 K" 10, 5 'c k,� 5 5' it >5/84Xr96 n fn ««� `tr vy10�3*'r. x;•_ ` 78 'l-12v% 6-] 6 .106:45/8-:- Y '1 0 Fal� xlII.:iiK �',3r?r tt 'lll :t 7u'V a 'i1t I, _': 1 }:: +6-s 7 8 42"5%8 120 119;5/8:`, 80s :;: si2 ix, 12 _ 8 ,:- 8 ::: :4 4 t .< 4 ►+tu1,4+ t as14w. bg+,8a e t,t4 t 4 {, e_ t �143`5%8 80. at4FT:> - 3L•3 7a'?i�F .3i; r a i P S 191-.5/8 L :-80 a ma18 ys 18u�- asonnl8 ats8vrsv4 mss'#r.8+ s 84 '�.4 4 � r I- ..�.._� Irx t`*4k12 .aY 41j I i<35 Z '� 3>p: 44 ; , t 143'5/8}:rXz9rT 6a a a4 rre l4 '14 ;.lom. 10 30 5 5�� ;5 t z :191 5/8 x .96 Tf _ 18'K Aga J,18`r,. -.18 r+. 10-.�-. 10 10 5 5 5 - 11 /8; Ax.12u >9a y 12 j.. +;. :•`12' z 1 .a;l 12 143 5/83X*120,x. ,�•:14�-u::--I 14w • 12-. 191"5/8 X1203: :, +•14a . Y_ 12.,: 12 :, . -- 6 18, 3:• ., !8.. 19�. , - 12 12:. 12 6 7 8 a i ,. rtriil2 r rc4r: 12wt. 12, xKn 'vF 'r _. ,;. --- -- - - t141�1/4 X 807 arzxl4l Y ,u 14 a, 14 i s tg z►48 i8• -4 4 KM�4 Tr - 1w1/4 X`:80.r 16 "" 16 _16. `4 a8- r'8�' i/�43_ - - =4- - -4 ANCHOR NOT Vii; r t 12 12 .�^12 y to mtr. V 1)_EOR BASO.NW(LDEENING14W/TWO V WOOD 141`1/4:X'96'f: .14 '14 14 10 ., MIS 10 : 10 ..5 189 1/4 X 96 6 16 16 ' 10 10 l0 5 s s BUCK USE SAME ANCHOR QUANTITIES. 117 1/4 X 120 12 12 12 12 12 12 5 7 -8 141-1/4 X 120- -__14 . _.._.,.14 - - 14. 12 12 12 5 7- 189 189 1/4 X 120 16 16 " 19`• 12 12 12 5 7 8 ' FLORIDA EXTRUDERS INT; IN. SANFORD, FL. t r� r X: c e } q 'V k t •int iso ML? SLIDING GLASS 'SCRENSl^-u7T`,;' ' tINSTALLATIONWITAIBfm xYt,itt �ENGINEM 3 D BY:ROOW WAY r•s - .-rolt .. .a"_.�. --- 1w31 5 M-AMM FI.JZe40 auw,�G ..N T.S. - r .FLEX0027 ...b•...::w.�sW'::}3++.'rM.iar.+i*.v.rh'.tiBMM's.1..�scAir�.IN4..,-.u:f:l�ifN[/j++i � »a+{iw«r:i•. ,.....w..s_. r . 1. .,_....FIA K,UCQISE,NO..�Y7b2 flr ADL IOC ..:M ICV.LCTTab w s e'7 ! r �TlDH loxL� V FRio � WON t IV fl ,r �+ fFS� �' .43.. fs" :YµAX•� � •� �•��; s �"°f�"°'^�,.,_.' `�� r" c5F-�� `�' _ F'�J i�`pjZSNG tl'RJ ' �OSt��*:` M'3�'�stfrt•V F1K fRNE 6 VA" Y � ' WT dF w -AcT- WlR iMX !mow' row z 1gHM :may`Nle oF I y�►, , rug'or-oFsw"ou �Sy�E r M eFs+�� "Aa yeo 24 6 IOD p5F F A E Ixgp �, �` "1 r� �` _d 1' 4 rya'. '.£'""-���t1�a t. { �.�p*�•--���C(lJ1�y���ay'�GW"`"_ rtNCS _•�!`+ `. 6) 1�l%7t�y�y TWiRof-4use .4�fOR �stu�1 o va UP W 13 T7 y�CtTQro,µp5 Toe :, �NiytF plppl T7o S�EiRAtES• Tt�C 'u4 Strtµ CLSpA}SRE �GS1lRAT �yAT[ON �pp IC15Th� T IL D1N f t�J AFPB°'� ftEX�2a x; , L R D S� ��•$B Ste. �;rc.: � DSU 2117!01 s. K i r,S: f' f 5 v p. M. it law vow %j ai sr- coo foas. -t _• - _.,_..�f� Vt rose_:, .' -.- .:_.:/ )_Y ate•''�szrw 1�x CO` 5:i��Vyomo eF wr ox,Mo s � r - VOON lwNCNetFOR 7 w1wo �tDti ' tras su ;. W s {: pa.••^-- 3W CUK f1YF9 N WO–A-0.2 vo r 06 Vol fas�w�jp1Nspgx „n�� ,,,� 13 :� sp oa sats tx+� #s ”" x 8 Kj,x ppb r1 1 fp�G�wj,,S 00 �7 7,4 1 fL1R µASSY WNy/310N 17 SECTi�� t.8002 'mss`,AL, p(1� IES N fNED 1707STR�T_ESt ONN•�C t _tJMost Ctt-Ic �p RE STRtICTtIRK s.3n FpA f. 11 RETE UDER SERI fiN�`Rccn F�,ORIDA. pETAiLSERtEs 10p°/zo �ttfrlNSiAt F`N HT)oN SND�V sC 3fl FR+ dti Ova h.TSS.Dsc..fEEx� f } :�•. ►Y � u :m-3/02 sc+3E9 •tMtN•� J& ' ') v,r EMlIIO)IIENT A; J f Y" S a. �y �' «+•,-+-�" '!f:,�.'�,:'i-+ „ _.,_• yi:.'-e i 1 . r f iWATHI� - 2 r . ` :. ' .y w,II4• MAX. TWEEN .: r1I' .� TVO BY�iI�D�`'+__!f V+ 1 "� , TAfINDOV�VIDTjt 1 HI -SPACE— - - AT Lr MY—OTHERS _, --BY DTHERS _ �:'` r ./1�i:.�. Y1� lri�i 'I.Ik%tJa{1_tGY t SHIN'AS-REC'D. TVD BY WOD 1 :'' 1 v�. s). �.s } r ;"Air- 1 M _STUD BY;OTHERS_. = ,. SHIM ASTREO'D r;' d t ,, IT. i (SEE NOTES) n y` AJC. Itl 71 'rSPIr'U :" • (SEE NOTES t'1r,'i �.,Yp ..E4Af\t, Vd^'P. >4-fI ic;tN:z:. >4 C. y j ?S Y 31/4' MAX GLAZING CTYPJ QICMER SHIN SPACE , E} -xI a (SEE"NOTES) QTHERS R 1 >a%•:+:- y SHEATHING FIN TYPE i � 3, BY OTH£R ' HEAVINDER FRAME,' _ -- -_ --,CAULK v BETWEEN . HEADER � V � __. .FIN TYPE -.. GLAZING CTYPJ VINDOV FRAME FIN (SEE NOTES) WINDOV & SHEATHING- WIDTH JAMB PERDIETER. INSTALLATION ANCHOR CAULK 18 WOOD SCREV - ----:.�.-- A BY OTHERS STUCCA BY DTHERS. ' ' r '-X S\t ay - _ a 'IIUILWNC+PIANS EXAMIN9t ,C\� b' y".-\f -b ; x :. - _I}! ">^• s r �a : ::REVIEwED:F�O�R/+ SECTION 'B B t x :'•k �?"':. 7 ,•t /��//''��}}��'p //'�'�//''�� ILL+/.liF. X56-X \r"a' ij■ 2 r �.70c'/- '_-'_8 (i i C .--- ��IV }� 5:1 h i r.2 Y '__• _ KEEP IBIS_PIAN ON JOB € . p• 24' S MAX. (TYP EQUALLY SPACE - + ANCHORS (TYPJ ; S GLAZING RYPd "� a` Za► gl 0 Iv ..Fly±� x 11 As REab.°y1T EACH iNSTAItR7tON A1iCfR. CSEE_NOTES) s -, • _•, ) - , t—' •: µAX.�ALLOWABLE�F1U1 STACK TO'BE-,1�4 -ii.:.17 � •- r 2).WINDOW FRAME MATERIAL- ALUMINUM'-ALLOY 6061 ; 1 3) WSTALLATKIN ANCHOR MUST BE OF SUFFICIENT.LTH. i License i * > ` i t r ++: j t'+r c x yA JL MAX J -TO ACHIEVE MW.-EMBEDMENT OF 1' INTO WOCiD BUCK. ,a TYPa 4) USE SNJCONRED ACRYLIC CAULK 8E1i1N0 WINDOW FIN * t .FIN TYPES t i 1 6` MAX. CT1fPJ .•, _ _:.-AT-HEAD,:SILL do JAMBS, =.. -• VINIIOV FRAME ' ?4 . s - 5) USE S1aCONIZED AGAMIC CALIt K FOR PERIMETER SEAL. - - AROUND EXTERIOR OF WINDOW FRAME. SILLELEVATION 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 'ICAULK MARBLE SILL VIEWED FROM EXTERIOR CAULK STDDL 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF OTHERS BY OTHERS ASTM E13M GLASS CHARTS, 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNG,WINDOWS i Via•---'---� ,f,1 h ICHOR .• ..., . CREV r: TWO BY VOOD r COMPLIES WITH FBC CHAPTER 17 SECTIONS 1707.4,4.1 FOR BY OTHERS ANCHORING REQUIREMENTS AND 1707.4.2 FOR MASONRY ' CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1, 2002 JEENFIN SHEATHING FLORIDA EXTRUDERS S' oRD°FWRIDA -LING BY OTHERS 1'MIN EMBEDMENT .•A TTTIZ= INSTALLATION DETAIL W/18 SCREWS SECTION A A N�'�1 AMONIl50,Pb PItFPAtiED Or.ROOM SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, L 2000 t .1. HB 14DolajwogwAY DRAWN 8Y APPROVED BY: �;, Y ;.} „1 M Pe UIEJISE N0.4772 DATE:12/13/01= SCAIX:N.T.S. DWG,:FLEX002G SHT r1 DF 2 � . - �}. � ��IM,�+�f�..•.. � ..nw.0 +.+n +Mr�pw•{gr .•wYnld.vrippe a.. f .,u ,�'jy�iv/. +tr.+,.. .W►!titWlnrww4 ew rN,.Ey�,,Kyyiwy.�... �:Y•• . �.2,r.1 r� s 51 7,71-171171".17,11- t �+�"", t�!s4, t t Yf �, .P�{ ; S a.,.,i. � i4 y, t n�,. .. � � � r rr • 2;F, `� � a. `` � •j� INSTALLATION; rA�1CHOR CHART, "t , 1, 44 F { ` ANT 'INQUANTONO! fi 1N ..' .. = 3 . I EA� Bc '.SILL EACH ' tMB CAo LL.:. . �. ., : . . ,..z SIZE * :: ;, SIZE4 -' ,x `� �_ :�.Op T '`70 PSF _ uP ro'zo raj ... .f. 2024 23 1 2 X 27 1 2 Y rbc , 2 . 2:Alm 2030 ,+" 23 1 2 X 351 2038 23 1/2`X 43••1%2 " r 1 s. 2040 23 1/2 X:47.41/2 2+ sill , ,f 2044 -23 -1/2 X 61'1/2 H =;+ 2 F. 3 a _ 2050 -1 23 1/2 X 59 :1/2 2 C'"' r 3 ., 2060 }T2 X 23 ..1/2. X,71 T,1/2 + 2 w• Y 4 2070 r 13. 1/2'.)( 81,1/2h." . 2 M w 424 qH , ,;27 .1 2:X 27;1 r 2430 27 1/2 X -35111/2 ='_ 2 ,< 2 2438 } a,.'27 1/2 X.43 '1 2 3.� yh, ,.; 2440 " ?::27'1%2 X 47:;1/2 ,' E " 2} 3 rl�aS2444 27 1/2 X 54.1/2245027 1/2 X 59 1 f23 , 2460 27 1/2 X 71.'1/2 2 4.k � 4n; 27 1/2 X.83J/2 4 , ,.. 2824 31 1/2 X 27,A,1/2 �+tr 1� / v—,, 2 ..2 „ :... 2830 3t 1/2 X 35.:1/2 Ev i 2 '2 A y 2838 - 31 1/2 X 43,1/2 } . P i"„ +►, ;2. 3 r r 2840 31 '1/2 X.47-1/2 � 2 2844 31 1/2 X 51. 1/2`.ri�I 3 4 1Z 2850 31 1/2 X b9 ,1/2 •w: wJ ,. ' 2 3 •' . ` 2860 - 31 1/2 X -71-A j2 �. "n xh:I 2870 31 1/2 X 83.:1 2 41: .� rw 3024 35 1/2 X 27,,;1/2�, ` 'f, I 0 F'�.r2 tib, TM 2 , 3030 33 1/2 X 381/2y h+iH Z r ;t 2 3038 35 1/2 X 43<1/2 y t rs i'1 r 3 3040 35 1/2 X 47q' /2 ► 1,ta. rTg'� y2 3 �: t iW . 3044 35 1/2 X 51;`1/2 1r;' tT Y t 0(''i2 'A:. r r 3050 35 1/2 X 59 :1/2 t. t�,� ;�K �r�:dr2 3 3060 .`'35 1/2 X 71',1/2 ' "{TJ41^, '"; 1� 2 070 35 1/2 X 83 1 2 y: �.;�;4 r, u 4 _ 3424 39 1/2 X,2751 2 ;i. fit= ,"t i r , 3 rt a � M 3430 39 1/2 X 35 1/2 r:}„ .: 3438 j. 39 1/2X43 1/2 �'1`y orf; 1''r rl•, 3 '" ;VL, 3 n; 3440 _ 39 1/2 X .47j:,,1/2,4,rl, „ r�F ',•i2 3 Y R 2 " 3444 39 1/2 X .59/2Y,� r 3 34. I`s +` 3450 39 1/2 X 59:1/2 a ',;r;,HO, '3 . 3 fz 3460 y . .,..;39 1f2 X 71 '1/2 Ra. ; 4 ' a 3470 39 1/2 X 83;11 2 '3 3824 X 27 X1/2 <r}' Y ,�,3 a ; y 3830 43 1/2 X 38 ;1/2`>#" 3 tl 2 3838 43 1/2 X 43.E1/2 `k'4 '° "` ,• 3 3 . 3840 43 1/2 X 47 1/2 ? 3844 ' '43 1/2 X 51 1/2 3 3850 43 1/2 X 59:_1/2 �ti �; t'<�: :�'4 7 3.::' : �t 3 x 3860 ` 43 1/2 X 71-A/2 .j , r.ria 3 4 3870 �43 1 2 x 83:•1 2 ';l • . .,i,w+�Yrr. 3. 4 4024 . ..� 3 . ` 4030 `1 1;47 1/2 X 35 1/2 ` a ' r �. j S 3 r t 2 4 <u� 4038 47 1/2 X 43' 1/2 ,, 3 s : . .3 { ax 4040 47 1/2 X 47, 1/2 s.r l ., 3 3 �� 4044 47 1/2 X 51 1 j2 3 3 . 4050 47 1/2 X 59:1/2 `j" 3` { ; .'. �' 31 " 4060 47 1/2 X 71 ;1 f2 3 4 47 1 2 X 83 .1 2 i; PREPARED .BY.ROBERT J. OAUSO, P.E. • ,.„ ..,. .:. .,,.�. „ :... ,. .,:. 1481 SUNNINGOAtE WAY , ORLAXOO,"FL 32828 FLA PE UCENSE NO. 49762 S7- Project NAME: MAIN ST 5-199 Lot: Subdivision: County: Duval Building Code:FBC2001 Computer Program Used MiTek 5.0 s General Truss Design Loads Gravity-Roof: 42 psf Total Load Wind:120 mph from ASCE 7-98 Individual Truss Drawings Show Special Loading Conditions This package includes 21 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, perANSI/TPI 1-1995 Section 2. Name: Jeffrey P.Arneson License#: 58544 Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,a Florida Corporation.Florida Engineer Business No.7547 4745 SUTTON PARK COURT,SUITE 402,Jacksonville, FI.32224 904-821-5200 TRUSS PLACEMENT PLAN 0202959 ROOF PLACEMENT PLAN NO TRUSS ID# DATE 1 0202959-CJ 1 01/17/03 2 0202959-GE01 01/17/03 3 0202959-J1 01/17/03 4 0202959-J2 01/17/03 5 0202959-J3 01/17/03 6 0202959-J4 01/17/03 7 0202959-T1 01/17/03 8 0202959-T14 01/17/03 9 1 0202959-T2 01/17/03 10 0202959-T3 01/17/03 11 0202959-T4 01/17/03 12 0202959-T5 01/17/03 13 0202959-T6 01/17/03 14 0202959-T7 01/17/03 15 0202959-T8 01/17/03 16 0202959-T9 01/17/03 17 0202959-VCJ2 01/17/03 18 0202959-VJ4 01/17/03 19 0202959-VJ5 01/17/03 20 10202959-VJ6 01/17/03 21 0202959-VJ7 01/17/03 ROOF TRUSSES 0202959 PROFILE QTY PITCH TYPE BASE PLY TOP BOT ID O/A REACTIONS yINVERTED 06-00-00 Joint 2 Joint 3 Joint 4 6 6.001 3.00 VJ5 05-00-00 357.3 lbs. 118.9 lbs. 9.7 lbs. -429.4 lbs. -213.2 lbs. 0.0 lbs. JACK 03-00-00 Joint 2 Joint 3 — Joint 4 - — 6 6.00 3.00 VJ6 03-00-00 223.7 lbs. 52.3 lbs. 41.9 lbs. -279.2 lbs. -170.3 lbs. 0.0 lbs. JACK 01-00-00 6.001 2 Joint 3 Joint 4 =' 6 6.00, 3.00. VJ7 01-00-00 174.8 lbs. — 93.1 lbs. 14.41bs. -308.0 lbs. -32.2 lbs. 0.0lbs. Job (Truss Truss Type Qty Ply MAIN STREET 5-199 0202959 Cil ROOF TRUSS 11 1 ; (optional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:18 2003 Page 2 LOAD CASE(S) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0 Horz:1-2=-116.4 Trapezoidal Loads(plf) Vert:2=-7.6-to-3=138.1,3=102.2-to-4=229.7 Horz:2=7.2-to-3=-149.4,3=-113.5-to-4=-250.5 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=26.8 Horz:1-2=-35.2 Trapezoidal Loads(plf) Vert:2=-43.5-to-3=102.2,3=138.1-to-4=265.7 Horz:2=43.1-to-3=-113.5,3=-149.4-to-4=-286.4 Job 'Truss Truss Type Qty Ply iMAIN STREET 5-199 I 0202959 J1 ROOFTRUSS 12 1 o tional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:20 2003 Page 1 .1"4.0 0-0-0 3 5- 1-4-0 5-0.0 1 Scale=1:13.2 6.00 12 T1 �y{1 2 1 1 81 — 4 1-5-9 2x4= so-o 0-0-0 so-o 14-0 so-o J -a LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.03 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.17 1 >109 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=116/Mechanical,2=298/0-3-8,4=72/Mechanical Max Horz2=293(load case 5) Max Uplift3=-300(load case 5),2=-304(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=42 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 Ib uplift at joint 3 and 304 Ib uplift at joint 2. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Use SIMPSON LS30 at joint#3 to attach jack truss to girder. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MA S EET 5-199 0202959 J3 ROOF TRUSS 2 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. fihu Jan 16 09:11:21 2003 Page 1 -1.a0 0.0-0 1- 0 1-4-p 1-O.p Scale=1:5.8 2 6.00 12 B1 T1 1 -- 4 2x4= 7-5-9 1-0.0 0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP ` TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.03 1 >638 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/Mechanical,2=175/0-3-8,4=14/Mechanical Max Horz 2=115(load case 4) Max Uplift3=-32(load case 1),2=-315(load case 4) Max Grav3=100(load case 4),2=175(load case 1),4=14(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-41 BOT CHORD 2-4=0 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 315 Ib uplift at joint 2. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty ply MAIN STREET 5-199 0202959 IT1 ROOF TRUSS 1 A L (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:23 2003 Page 1 -1-0-1.4-0 0-0 4 4-3-8 7-0-0 1z.11-7 19-0-925-0-0 z7- 38 2-8-8 5-11-7 6-1-3 5-11 7 2_8_88-8 4 3-8 32.0-0 403-0-0 1. Scale=1:57.7 6x8 2x4 II 3x4= 6x8= 4 5 6 7 6.00 12 3x4 i — I W4 W4W5 Wq V 3x4 to 3 g W2 � W2112 8-3 N I z s17 a 6x8= 18 18 19 15 20 21 14 13 22 23 12 11 14'�'- 1 3x4= 3x8= 08= 3x4= 3x4= 6x8= 3x8 3x8 3.00 12 .5.9 33-5-9 0.0-0 4-3.8 7-1-0 12-11.7 19-0-9 25-0-0 27-8-8 32-0.0 40 1 -8-8 4-3-8 4-3-8 2-8-8 5-11-7 6.-3 5-11-7 2 _ 1-4-0 Plate Offsets(X,Y): (4:0-40 0-1-15] [7:0-4-0 0-1-15] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.64 13-15 >596 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.53 13-15 >719 BCLL 10.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.31 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:375 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-7-8 oc purlins. T2 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* B2 2 X 6 SYP DSS,B3 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2326/0-3-8,9=2220/0-3-8 Max Horz 2=1 78(load case 4) Max Uplift2=-2163(load case 4),9=-2150(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-7989,3-4=-6379,4-5=-7625,5-6=-7625,6-7=-7438,7-8=-6006,8-9=-7585,9-10=31 BOT CHORD 2-17=7209,16-17=7192,16-18=5648,18-19=5648,15-19=5648,15-20=7438,20-21=7438,14-21=7438,13-14=7438 ,13-22=5324,22-23=5324,12-23=5324,11-12=6831,9-11=6845 WEBS 3-17=1474,3-16=-1538,4-16=1661,4-15=2133,5-15=-333,6-15=201,6-13=-417,7-13=2282,7-12=1448, 8-12=-1513,8-11=1433 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category Il;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2163 Ib uplift at joint 2 and 2150 Ib uplift at joint 9. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Special hanger(s)or connection(s)required to support concentrated load(s)429.51b down and 347.71b up at 7-0-0,177.41b down and 106.91b up at 9-0-12,177.41b down and 106.91b up at 11-0-12,349.21b down and 347.71b up at 25-0-0,97.1lb down and 106.91b up at 13-0-12,97.1 lb down and 106.91b up at 15-0-12,97.1 lb down and 106.91b up at 16-11-4,97.1 lb down and 106.91b up at 18-11-4,and 97.1 lb down and 106.91b up at 20-11-4,and 97.1 lb down and 106.91b up at 22-11-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Continued�A$a�gZ54.0,4-7=-54.0,7-10=-54.0,2-17=-30.0,11-17=-30.0,9-11=-30.0 Job (Truss Truss Type Qty Ply MAIN STREET 5-199 0202959 T14 ROOF TRUSS 1 2 o tionap i TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:23 2003 Page 1 -1-4-0 111 438 7-0-0 12-2-0 16-5-8 20-8-12 25-0-0 32- 1-d-0 4-3-8 2-e-8 5-2-4 4-3-4 4-33 4-3-4 7-0-0 0-0-4-03-0-0 Scale=1.57.7 602 MII20H= 2x4 11 3x4= 3x4= 5x5= 4 5 6 7 8 6.00 R2 3x44 0 W4 W5 — W2 W i � d W6 h 2 7x12--'� - 6 15 d 1 7x8= 3x4= -.._-_ 10]d I 5x8 13 12 11 45= 3.00 12 2x4 11 402= 3x4= 1-5-9 33-5-9 0-0-0 4-3-8 7-0-0 12.2-4 16-5-8 25-0.0 32-0-0 1-40 4.3-8 2.8.8 5.2-4 4-3-4 8-64 7.0.0 1-4-0 Plate Offsets(X Y): (2:0-2-7,Edge] [4:0-5-12 0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.75 14 >505 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) 0.71 14 >536 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.64 Horz(TL) -0.33 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/dell=240 Weight:385 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D *Except* TOP CHORD Sheathed or 4-2-6 oc purlins. T2 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X 4 SYP No.21D *Except* B42X6SYP SS WEBS 2 X 4 SYP No.3 *Except* W6 2 X 4 SYP No.2D REACTIONS (Ib/size) 2=2849/0-3-8,9=2849/0-3-8 Max Horz 2=182(load case 4) Max Uplift2=-3586(load case 4),9=-3586(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-10332,3-4=-7611,4-5=-9338,5-6=-9338,6-7=-7169,7-8=-4879,8-9=-5553,9-10=18 BOT CHORD 2-16=9396,15-16=8840,14-15=6738,13-14=135,5-14=-614,12-13=0,11-12=6389,9-11=4968 WEBS 3-16=2399,3-15=-2251,4-15=1790,4-14=2872,12-14=7344,6-14=2529,6-12=-1793,7-12=995,7-11=-1903, 8-11=2084 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M1120 plates unless otherwise indicated. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3586 Ib uplift at joint 2 and 3586 Ib uplift at joint 9. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Girder carries hip end with 7-0-0 end setback 10)Special hanger(s)or connection(s)required to support concentrated load(s)539.0Ib down and 864.01b up at 25-0-0,and 539.Olb down and 864.01b up at 7-0-0 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-4=-54.0,4-8=-117.6,8-10=-54.0,2-16=-30.0,15-16=-30.0,14-15=-65.3,11-13=-65.3,9-11=-30.0 Continued on page 2 IrJob I Truss Truss Type Ply MAIN STREET 5-199 0202959 T2 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:24 2003 Page 1 -1-0-0 0.0-0 4-3-8 9-0-0 13-8- , 1-4.0 4-3-8 4-8-B 4-8-0 0 4-&0 18.4-0 4-8 23-0-0 27-&8 32-0-0 33-4-D 0 4-&8 4 3-8 14-0 Scale=1:57.7 5.5= 3x4= 3x4= 5x5= 4 5 8 7 __.__— T2.._ 6.00 12 3X4 W4 5 W W4 3 3z4 8 d W2 W2 2 9 Ig 41i 15 14 13 12 11 11 d 6X8= 3z8= 5X5= 3x8= 8x8= 10Id'- 30= 3x8 3.00 12 1-5-9 33-5.9 0.0-0 4.3-8 4-3-8 4-8-8 9-0-0 7-0-0 -0.0 7-0-0 23-0-0 4-8-8 27- 4 &8 32-0-0 18 1-4-03d - 1-40 Plate Offsets(X Y): [2:0-3 4,0-1-81 [4:0-2-88,0 2-4] [7:0-2-8 0-2 4],[8:0-0-0,0-0-0] [9:0-3-4 0-1-8] [11:0-0-0 0-0-0],[130-2-8 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.58 13 >655 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.61 12-13 >626 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.37 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:158 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 3-3-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=-215(load case 5) Max U plift2=-1434(load case 4),9=-1434(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-2659,4-5=-2415,5-6=-2928,6-7=-2415,7-8=-2659,8-9=-4606,9-10=16 BOT CHORD 2-15=4189,14-15=3931,13-14=2861,12-13=2861,11-12=3931,9-11=4189 WEBS 3-15=1159,3-14=-1609,4-14=940,5-14=-567,5-13=123,6-13=123,6-12=-567,7-12=940,8-12=-1609,8-11=1159 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category Il;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 Ib uplift at joint 2 and 1434 Ib uplift at joint 9. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 5-199 0202959 T4 ROOF TRUSS 1 �', o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:26 2003 Page 1 -1-0-0 0.0.0 4-5.4 8-7-12 13-0-0 19-0.0 23-4-4 27-6-12 32-0.0 334-0 1-4-0 4-5-4 4-2-8 4-4-4 6-0.0 4-4-4 4-2-8 4-5.4 1-40 Scale=1:57.7 4x8= 5x5= 5 6 I 5x5 5x5 6.00 12 4 7 WS d 2x4'J W3 W3 2x4 II 3 e �1 2 9 d115 14 13 12 it 1018IQ 6x8= 3x4= 3x4= 3x6= 6x8= 4x8% 3x8 3.00 12 1-5-9 33-5-9 0-0-0 438 13-0-0 19-0-0 27-&8 32-0.0 4-3$ 8-&8 6-0.0 8-8-8 4-3-8 1 4-0 1.4.0 Plate Offsets(X Y): [5:0-5-8,0-2-4],(6:0-2-8,0-2-4],(9:0-3-4 0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.52 14 >734 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.69 14-15 >550 BCLL 10.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0.35 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defi=240 Weight:167 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 3-1-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15,7-11 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=-287(load case 5) Max Uplift2=-1516(load case 4),9=-1516(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=16,2-3=-4603,3-4=-4525,4-5=-2037,5-6=-1837,6-7=-2037,7-8=-4525,8-9=-4603,9-10=16 BOT CHORD 2-15=4182,14-15=2376,13-14=1837,12-13=1837,11-12=2376,9-11=4182 WEBS 3-15=-80,4-15=2110,4-14=-694,5-14=635,5-12=0,6-12=635,7-12=-694,7-11=2110,8-11=-80 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1516 Ib uplift at joint 2 and 1516 Ib uplift at joint 9. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 5-199 0202959 T6 ROOF TRUSS 6 j 1 _(optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 0911:27 2003 Page 1 -1-0-0 4-7-7 8-0.15 12-2-8 160-0 19-9-8 23-7-i 27-4-9 32-0-0 334-0 1-4-0 4-7-7 3-9-8 3&8 39-8 3-9-8 39.8 3-9-8 4-7-7 1-4-0 scale=1:5Z0 45= 6 3x4 3x4 5 7 W5 W5 6.00 FIT 3x4 3z4 4 8 W3 W3 2x4 i42x4 3 5x8= 9 1 15 13 3x4= 3x4 ISA 2 16 12 10 I 1 3x4: 3.00 12 3x4. �d 4x8% 48 1-69 335-9 0.0-0 5-10-10 10-11-5 16-0-0 21-0.11 26-" 32-04 40 5-10.10 5-0.11 60-11 5-0.11 50.11 5-10.10 1-0-0 I LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.77 14 >492 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.73 14-15 >520 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.56 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:159 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-10-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-0-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz 2=-341(load case 5) Max Uplift2=-1562(load case 4),1 0=-1 562(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4520,3-4=-4367,4-5=-3696,5-6=-2874,6-7=-2874,7-8=-3696,8-9=-4367,9-10=-4520,10-11=16 BOT CHORD 2-16=4111,15-16=3752,14-15=3225,13-14=3225,12-13=3752,10-12=4111 WEBS 3-16=-96,4-16=400,4-15=-393,5-15=519,5-14=-646,6-14=2366,7-14=-646,7-13=519,8-13=-393,8-12=400, 9-12=-96 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category Il;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1562 Ib uplift at joint 2 and 1562 Ib uplift at joint 10. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard r � -- JobI Truss Truss Type Qty Ply MAIN STREET 5-199 �1 0202959 T8 ROOF TRUSS 3 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:29 2003 Page 1 -1 -0-0 0.0.0 4-&8 10-1-12 16-0-0 20-10-4 25-&8 28-7-0 32-0-0 334-0 1-4-0 4-3-8 5-10-4 510-4 4-10-4 4-10-0 2-10-8 3-5-0 1-0-0 Scale=1'.57.0 50= 5 08 z 30 6 6.00112 4 W5 W3 3x4 11 7 5.5 i 13 3 5x8= 4x5 \1 w 8 14 a 4x5 2 3.00112101 6x12-', y 8x5= 3x4= 3x4= 16 11 3x4 11 4x5= 1-59 4-0-0 29-59 0.0-0 438 10.1-12 1&0- 25-8-8 32-0-0 4-3-8 5.10.4 510-! 9-8-8 &3-8 1-4.0 3- 14A LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.31 9 >237 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.35 10 >47 BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.15 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-14,6-12 REACTIONS (Ib/size) 16=1289/0-3-8,11=1550/0-3-8 Max Horz 16=-342(load case 5) Max Upliftl6=-1719(load case 4),11=-2088(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=573,3-4=-1238,4-5=-1043,5-6=-1025,6-7=1175,7-8=1321,8-9=557,9-10=32 BOT CHORD 2-16=-444,15-16=-1254,3-15=-985,14-15=-642,13-14=1097,12-13=592,11-12=-1674,7-12=-311,9-11=-448 WEBS 3-14=1635,4-14=-189,4-13=-170,5-13=562,6-13=346,6-12=-2008,8-12=-1071,8-11=425 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1719 Ib uplift at joint 16 and 2088 Ib uplift at joint 11. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 5-199 0202959 VCJ2 ROOF TRUSS 3 1 " (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:30 2003 Page 1 -1-10-10 0-0.0 3-5.4 5-10-9 9-9-5 9-10-13 1.10-10 334 2-5-6 - 3-10.11 0.1-8 Scale=1:19.9 4 3x4 a 3 4.24;12 o W2 T1 j B2\ m � 2 85x5= 4 5 o x5= d 1 3.4= 2.12 12 1-11-13 9-10-13 0.0.0 3.5.4 3-5- 26-13 6-0-1 9-10-13 1-10-10 9-10-1 3-10.12 Plate Offsets(X Y): [2:04-U-,0-1--81-- LOADING 2:0-0-120-1-8] -LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.08 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.08 2-6 >999 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horc(TL) -0.04 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-7-15 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=181/Mechanical,2=464/0-3-8,5=482/Mechanical Max Horz2=523(load case 2) Max Uplift4=-417(load case 5),2=-517(load case 2),5=-501(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-1260,3-4=44 BOT CHORD 2-6=1186,5-6=1104 WEBS 3-6=412,3-5=-1165 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 417 Ib uplift at joint 4,517 Ib uplift at joint 2 and 501 Ib uplift at joint 5. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Use SIMPSON LS30 at joint#4,#5 to attach jack truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0 Trapezoidal Loads(plf) Vert:2=-2.0-to-4=-133.6,2=0.0-to-6=-45.2,6=-45.2-to-5=-74.2 Job Truss Truss T e �� --- Type Qty I Ply MAIN STREET 5-199 10202959 I VJ5 ROOF TRUSS 6 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:31 2003 Page 1 -1-4-0 0-0-0 3 5- 1-4-0 5.0-0 Scale=1:13.2 12 6.00 Fi d T1 _B2 B1 5 4 3x4= 2 q 3.00 12 �^ 3x4 1 1-5-9 5-0-0 0-" 4-3-8 5.0.0 1-40 438 0-8-8 J LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.02 2-5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.11 1 >176 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=119/Mechanical,2=357/0-3-8,4=10/Mechanical Max Horz 3=1 24(load case 4),2=283(load case 1),4=-289(load case 1) Max Uplift3=-213(load case 4),2=-429(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=48 BOT CHORD 2-5=-310,4-5=-289 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 Ib uplift at joint 3 and 429 Ib uplift at joint 2. 4)Non Standard bearing condition. Review required. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty PIy­—MAIN STREET 5-199 0202959 VJ7ROOF TRUSS j 6 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc' Thu Jan 16 09:11:32 2003 Page 1 -14-0 0-0-D 14-0 1-0-0 1-'0 Scale=15.6 2 6.00 F2 1 �m d Id I ; T1 3x4; 3.00 12 1 4 1-5-9 1-0-0 0.0-0 1-0.0 ao i 1-0-0 1- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.03 1 >658 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/Mechanical,2=175/0-3-8,4=14/Mechanical Max Horz 2=1 12(load case 4) Max Uplift3=-32(load case 5),2=-308(load case 4) Max Grav3=93(load case 4),2=175(load case 1),4=14(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-44 BOT CHORD 2-4=3 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 308 Ib uplift at joint 2. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job jTruss ITrussType --- Qty ply MAIN STREETS-199 -----i 202959 IVJ6 ROOF TRUSS �6 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 091132 2003 Page 1 -1-4-0 0.0.0 3 - - _ 3-0-0 3' /I Scale=1'9A 6.00j 12 2 - Bt 3.00 F12 ` 3xa= 1 5 9 3-0-0 60-0 10- LOADING(pso 0-LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.04 1 >465 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz2=188(load case 5) Max Uplift3=-170(load case 5),2=-279(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=31,2-3=-48 BOT CHORD 2-4=8 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 3 and 279 Ib uplift at joint 2. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss -- --- Type --— -- --- OtY Ply �MAIN STREET 1i-199 020295s �VJ4 ROOF TRUSS 113 �1 _�(optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,i,ic. Thu Jan 16 09:11:31 2003 Page 1 '1'40 0.0-0 1-4-0 1-5-4 2-6-12 7-0-0 4 Scale=1'.17.0 L� 3x4 i 3 W W2 71 B2 81 J 6 5x5= 5 2 d 30= 3x4= 3.00 12 1 1'5-9 7-0-0 0-0-0 4-3_g 4'39 2-M 7-0-0 1-0-0 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 1 >399 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=44/Mechanical,2=378/0-3-8,5=232/Mechanical Max Horz 2=410(load case 4) Max Uplift4=-106(load case 5),2=-430(load case 4),5=-278(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-516,3-4=-41 BOT CHORD 2-6=431,5-6=383 WEBS 3-6=205,3-5=-428 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 Ib uplift at joint 4,430 lb uplift at joint 2 and 278 Ib uplift at joint 5. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Use SIMPSON LS30 at joint#5 to attach jack truss to girder. LOAD CASE(S)Standard Job --j Truss Truss Type V Qty ply MAIN STREET 5-199 0202959 T9 ROOF TRUSS 8 1 o tional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:30 2003 Page 1 -1-a-o o-a-o 4-346-z-1a 1-4-0 4-3-8 3-11612-2-4 16'0'0 21-1- 57-73 3-11 6 3-9-12 5-1-13 13 26-3-11 5-6-5 32- -0 �JJ4-p -0_--- Scale=1 57.0 45= 6 2x4 11 ' 3x4 6.00 12 5 7 5.5 W 4 2x4/i 2x411 W3 W7 8 8 3 y � �W5 2 e 101 48= 13 12 17 45= 3.00112 214 II 3x8= 3.4= 1-5-9 33-5-9 0-0-0 4-3-8 4S-e 7-10-12 12-24 3.9-12 16-0-0 7 8-1223-8-12 &3d 32.0-0 1-4-0 1-4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deflPLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) -0.48 14-15 >791 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.69 14-15 >548 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.24 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:183 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 3-0-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15,6-14 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=342(foad case 4) Max Uplift2=-1562(load case 4),9=-1562(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4603,3-4=-4527,4-5=-2146,5-6=-2146,6-7=-1479,7-8=-2106,8-9=-2303,9-10=16 BOT CHORD 2-15=4182,14-15=2491,13-14=57,5-14=-213,12-13=0,11-12=1693,9-11=2043 WEBS 3-15=-66,4-15=2004,4-14=-708,12-14=1363,6-14=1301,6-12=229,7-12=-548,7-11=446,8-11=-231 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=loft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partiafly;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1562 Ib uplift at joint 2 and 1562 Ib uplift at joint 9. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss �Truss Type Qty—Ply MNIN STREET 5-199 — ---- -- 0202959 TZ ROOF TRUSS 3 1 TRUE TRUSS INC.,JACKSONVILLE FS.00C L. 32226,MEJ -!�Soptional) I s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:28 2003 Page 1� 5-1D-10 1-4-0 5-10-10 10.11-5 16-0-0 20-10-d 5-0-11 5-p.11 25-8-828-7-0 4-10-4 4-10-0 — 2-10.6 3-5-0 32I 71 -o_-4-0 Scele=1'.57 0 05-- 5 3x4 Sz8 4 6 6.00 12 W4 W6 3x4% 2.4 II i 5x8= 3z8 14 \ W 8 3x4= — W 2 1541z 1z 2x4 iI 9 �1 3.00 12 id ta,dl 45= 11 3.4= 44= 1-5-9 33-5-9 i 0.0-0 5-10.10 `570.10 50-11 011 10.11-5 18-0.0 25-8.8 32-0-0 1-40 5-0.11 48-8 6-3-8 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) -0.57 12-13 >539 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.85 12-13 >363 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.22 11 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-2-15 oc purlins. BOT CHORD 2 X 4 SYP N0.21) BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-12 REACTIONS (Ib/size) 2=1083/0-3-8,11=1751/0-3-8 Max Horz 2=342(load case 4) Max Uplift2=-1275(load case 4),11=-2237(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-3118,3-4=-2321,4-5=-1442,5-6=-1442,6-7=1395,7-8=1395,8-9=562,9-10=16 BOT CHORD 2-15=2846,14-15=2846,13-14=2140,12-13=791,11-12=-1948,7-12=-207,9-11=-500 WEBS 3-15=162,3-14=-686,4-14=365,4-13=-824,5-13=1017,6-13=548,6-12=-2635,8-12=-1251,8-11=578 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1275 Ib uplift at joint 2 and 2237 Ib uplift at joint 11. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard - Job Truss Truss Type i QtyPlyi MMAIN STREET 5-199 1`0202959 'T3 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILCE—F-322-2—r, (optional) ,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 0911:25 2003 Page 1 5-10-15 11-0-0 1-4-0 5-1&15 55-1.1 16-o-0 21-0-0 5-0.0 gp_0 26"1-1 32-0.0 334-0 1-a-o Scale=157.7 47.8= 2x4 11 47.8= 4 5 g B OO r2 451 W4 W3 w4/Y✓ 450 3 7 17 _ W2 � � W2 2 e yl 14 13 12 11 10 9 la 1 6xg= 3x4= 5x8= 3x4= 67.8= 3x8 30 3.00 12 1-$9 33-5-9 0.0.0 4 -8 11-0.0 16.0-0 21-0.0 27-8-8 32-&0 43-8 5-&8 5-0-0 5-0-0 6-8-6 4-3-8 1-40 — 1-40 Plate Offsets(X Y):—f20-34,0-1--8],[4:0-5-8 00-2-4],(6:0-5 8 0-2-4] [8A-3-4 0-1-8} [10:0-0-0 0-0-0] [120-4-]0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.47 12 >808 MII20 249/190 TCDL 7.O Lumber Increase 1.25 BC 0.82 Vert(TL) -0.51 10-11 >744 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.33 8 n(a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:165 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-4-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,8=1415/0-3-8 Max Horz 2=-251(load case 5) Max Uplift2=-1478(load case 4),8=-1478(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4569,3-4=-2322,4-5=2318,5-6=2318,6-7=-2322,7-8=-4569,8-9=16 BOT CHORD 2-14=4170,13-14=3089,12-13=2093,11-12=2093,10-11=3089,8-10=4170 WEBS 3-14=1515,3-13=-1085,4-13=561,4-12=303,5-12=-262,6-12=303,6-11=561,7-11=-1085,7-10=1515 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 Ib uplift at joint 2 and 1478 Ib uplift at joint 8. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard JobTruss ---- -------- j Truss Type Qty Ply MAIN STREET 5-199 i 0202959 J2 ROOF TRUSS i2 1 ioptionaq TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu an 16 09:11:21 2003 Page 1 0-0-0 3 11-0 300 3- 1.9 4 1.9.4 m 6.00,12 I Ti 2 91 4 1-5-9 2x4= 3-0-0 0-0-0 3-0-0 3-0-0 I LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.04 1 >450 BCLL 10.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz2=186(load case 5) Max Uplift3=-168(load case 5),2=-281(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=-47 BOT CHORD 2-4=0 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=0.0psf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 Ib uplift at joint 3 and 281 Ib uplift at joint 2. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss - Truss TypeOty Ply MAIN STREET 5-199 T 0202959 CJ1 ROOFTRUSS 1 1 j I � � (optional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek!austries,Inc. Thu Jan 16 09:11:18 2003 Page 1 -1-10-90 0-0-0 5-2-5 9-10-13 1-10-10 5-2.5 4-8-8 Seale2 20 4.2-0 12 3 t 5 4x5= 3x4= 1-11-13 9-10-13 0-0.0 5-2-5 9-M13 52-5 4-5-8 1-10.10 - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.31 2-5 >372 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.47 2-5 >247 BCLL 10.0 Rep Stress Incr NO WB 0.27 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=206/Mechanical,2=469/0-4-15,5=453/Mechanical Max Horz 2=51 9(load case 2) Max Uplift4=-501(load case 5),2=-525(load case 2),5=-414(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=34,2-3=-608,3-4=49 BOT CHORD 2-5=573 WEBS 3-5=-624 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 501 Ib uplift at joint 4,525 Ib uplift at joint 2 and 414 Ib uplift at joint 5. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Use SIMPSON LS30 atjoint#4,#5 to attach jack truss to girder. LOAD CASE(S) 1)Regular:Lumber Increase=125,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0 Trapezoidal Loads(plf) Vert:2=-2.8-to-4=-133.6,2=-0.0-to-5=-74.2 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=108.0 Horz:1-2=-116.4 Trapezoidal Loads(plf) Vert:2=-7.6-to-3=138.1,3=112.5-to-4=240.0 Horz:2=7.2-to-3=-149.4,3=-123.8-to-4=-260.8 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37.1 Horz:1-2=-45.5 Trapezoidal Loads(plf) Vert:2=-33.3-to-3=112.5,3=138.1-to-4=265.7 Horz:2=32.8-to-3=-123.8,3=-149.4-to-4=-286.4 Continued on page 2 ROOF TRUSSES 0202959 PROFILE QTY PITCH TYPE BASE PLY TOP sor ID O/A REACTIONS GIRDER 09-10-13 Joint 2 Joint Joint 5 4.24L 001 CJ1 09-10-13 469A Ibs. 205.5 lbs, 453.4 Ibs. -524.71bs. -501.0Ibs. -414.11bs. GABLE 32-00-00 Joint 2 Joint 11 I- 1 6.001 3.00 GE01 32-00-00 1415.1 Ibs. 1415.1 Ibs. r- �JI -1565.0 tbs. `ll rp JACK 05-00-00A_Joint.2 Joint 3 Joint 4 2 6.00 0.001 J1 05-00-00 s. 115.91bs. 71.91bs. s. 300.4 lbs. 0.0 lbs. - - .-- -- s fry JACK 03-00-00 Joint 2 Joint 3 Joint 4 � 2 6.00 0.00 J2 03-00-00 281.2 tbs. 52.3 1tb 41.9.0tbs.. -281.2 tbs. -168.3 tbs. O.O lbs. JACK 01-00-00 Joint 2 Joint 3 Joint 4 Lfl-l���� 2 OJ3 01-00-00 174.5 Ibs. 100.1 tbs. 14.4lbs. -315.0 lbs. -31.6 Ibs. 0.0 Ibs. ,y JACK 07-00-00 Joint 1 Joint 2 Joint 3 Joint 4 7 6.00 O.00i J4 D7-00-00 358.4 lbs. 546.8 tbs. 145.1 tbs. 101.91bs. -_ 128.6 Ibs. 782.3 Ibs. 344.4 lbs. 0.0 tbs. 1 LGIRDERj:1'2j00-j00Joint 2 Joint 911y 6.00 3.01002326.5 Ibs. 2220.1 tbs. - fl -2163.3 lbs. -2150.5 tbs. ��1 GIRDER 32-00-00 Joint 2 Joint 9 2 Ply 6.00 3.00 T14 32-00-00 2849.21bs. 2849.2 Ibs. I � __ -358611bs -358571bs. SCISSOR�HI32-00-00Joint 2 J�142 1 6.00 3.00 T200-00 1415.1 Ibs.1433.81 bs. . SCISSOR HI 32-00-00 Joint 2 Joint 8 ,1 L-- - 1 6.00 3.00 T3 32-00-D0 -1477.5415.1 11bs, 1477.5 Ibs_ _ - 1 SCISSOR HI 32-00-0J�1415A nt 2 Joint 9 1HOO 3.00 T4 32-DO-0bs. 1415.2 tbs. 15.611bs. 1515.6 tbs. ,. PIGGYBACK 32-00-00 Joint 2 Joint 11 r+" 1Ln600L3.001� T5 32 00-00 1415.1 fbs. 1415.2 lbs. -1548.0 tbs. -1548.0 tbs. 6 6.00, 3.001 SCISSOR Joint 32 00-0 Joint 2 32-DO-001 1415.1 tbs. 1415.2 tbs. lN! 1562.2 tbs. -1562.2 lbs. �TC L 32-00-00 Joint 2 �-02�237b�s�......�� 3 6.00 3.00 32-00-00 1083.4 lbs. 1274.6 1 b s. SPECIAL 32-00-00 Join_15t 11 Joint 16 L----- �- 155 3 6.00 3A0 TS 32-00-00 2088.4 1lbs.____ 1789.31bs - -_-_, -- ---- SPECIAL 32-00-00 Joint 2 Joint 9 ~ - 3 6.00 3.00 T9 32-00-00 114 Ibs. 1415.1 Ibs. -1562 2 bs 1562.1 Ibs. • 1 GIRDER 09-10-13 Joint 2 Joint 4 Joint 5 v 3 4.24 2.12 VCJ2 09-10-13 464.21bs. 180.71bs. 482.1 tbs. -ll -517.2 tbs. -417.31bs. -501,4 tbs._ INVERTED 107-00-00 Joint 2 Joint 4 Joint 5 13 6.00 3.00VJ4 107-00-00 378.1 tbs. 44.1 Ibs. 231,71bs. 429 8 Ibs 106 3 Ibs 278.4 Ibs. Job iTrusTruss Truss Type Qty 'Ply MAIN STREET 5-199 I 10202959 iGE01 ROOF TRUSS 1 L optional) _ TRUE TRUSSING.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:19 2003 Page 1 0-0.0 4-38 7-8-18-2-14 9-8-1 11-&112-2-413-8-1 15-8-116-0-017-61 19-8-1 21-1-1321-B-1 238-1 256.12631127-8-1 32-7-0 4-3-8 3-4-9 0-613 1-5-3 2-0-0 0-63 1-5-13 2-0.0 OJ-15 t-6-} 2-OA 1-5-12 OE-0 2-0-0 2-0-0 0-7-9 13-7 4-3-15 Scale=1:57.0 4x5 7 6.001 12 6 3x4 T5 8 602 M1120Hi W4 T VJf 5 ♦?.1 W3 W7 -' 1 TI / T6 li SY12 SIT 3 4x8 i 4 j / 1 I 4.5,1 V 10 3 17 6xR` i1J \�\`_ __ __t& 1 5 11 12 9 9 — -- 1� 1 4x5= 6x12 M1120H= 4x5% 15 14 13 48 3.00 12 08= 7x8= 1.5-9 33-5.9 0-0-0 4-38 7-8-1 &&1 11-&112-2-413-&1 15-&1160-017-&1 19-&1 21-8-1 23&123-8-1225-&1 27-8-1 32-0-0 d-3-8 3-0-9 2-0-0 Z-O-0 0.&3 1-5-13 2-0-0 0 .75 1-& 2-0-0 2-0-0 2-0-0 0-Q11.1-11-5 2-0-0 4-3-15 PIeCe Offsets(X Y): [2:1-1-3,0-4-11],[2:0-3-13 0-0-13] [11:0-4-0 0 1-15] [13:0-4-0.0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.73 17 >518 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.90 16-17 >423 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.86 Horz(TL) -0.33 11 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:249 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 2-7-1 oc purlins. T2 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 2-8-15 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* WEBS 1 Row at midpt 5-17,7-16 B1 2 X 4 SYP DSS WEBS 2 X 4 SYP No.3 *Except* W2 2 X 4 SYP No.2D,W3 2 X 4 SYP No.20 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 11=1415/0-3-8,2=1415/0-3-8 Max Horz2=330(load case 4) Max Upliftt 1=-1565(load case 5),2=-1565(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-6223,3-4=-6223,4-5=-6253,5-6=-2290,6-7=-2290,7-8=-1542,8-9=-2284,9-10=-2535,10-11=-2535, 11-12=16 BOT CHORD 2-17=5847,16-17=2806,15-16=57,6-16=-215,14-15=0,13-14=1801,11-13=2310 WEBS 4-17=-440,5-17=3448,5-16=-897,14-16=1421,7-16=1405,7-14=243,8-14=-604,8-13=540,9-13=-363 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 4)All plates are M1120 plates unless otherwise indicated. 5)All plates are 2x4 MI120 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1565 Ib uplift at joint 11 and 1565 Ib uplift at joint 2. 9)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard