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469 Sargo Rd (VAULT) PERMIT WORKSHEET C rtificate of Occupancy Job Address: Type Work: FR- Property Owner: Phone # 2L4 -z(043 Contractor: Phone # Permit#: Q L4 r 29 q(4c) Date Issued: [- 19 -CS Tree Permit# Foundation Permit# Demolition Permit# 2q Z ,3 BUILDING ELECTRIC Z,11 40 FRECHANICAL Q,l. Q_ `� PLUMBING Tem .Power# �7 7 Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab os-2 9 Z Tie Beam Temp Pole# 3�25'� Lintel JEA Release as Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough ough Topout Insulation JEA Release Date Building Electric �.I I.h� echanical Plumbing Final Final l V final Final JEA Release 0150 V�� Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing t c 1 Final (— .}�� oS' Fire Inspection: Failed Inspections: Date Paid: � SS1 City of Atlantic Bc ach Building Department C rtificate Of Occup ncy This Certificate issued pursuant to the req irements of Section 110.2 of the Florida Building Code certifying that at tie time of issuance this structure was in compliance with the various or linances of the City regulating building construction or use. For the folio ing: Date: October 17, 2006 Owner: Green Address: 469 Sargo Road, Atlantic Bc ach, Fl 32233 Construction Type: Wood Frame Use Classification: Residential Single Family Permit Number: 04-29440 DAVID HUFSTE ER BUILDING OFFICIAL r � r j r CIT ' OF ATLANTIC BEACH r} 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 01119 INSPECTION EMAIL REQUEST: Building-dept2coab.us Application Number . . . . . 07-00000897 Date 6/27/07 Property Address . . . . . . 469 SARGO RD Application type description SHED PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200 ---------- ----------------------------------- Application desc shed 10 X 8 ------------- ----------------------------------- Owner Contractor ------------------------ ------------------------ GREEN, OTIS OWNER 469 SARGO ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ------ ----- ------------------------------ Permit BUILDING PERMI Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date Valuation . . 200 Expiration Date . . 12/24/07 --------- ----------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 06 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *EMAIL INSPECTION REQUESTS TO: BUI DING-DEPT@COAB.US Avoid damage to underground water/ ewer utilities . Verify vertical and horizontal location off utilities . Hand dig if necessary. If field coordination ' s needed, call 247-5834 . There is a gravity sewer main in the easement behind the house . Avoid any damage to sewer main. Shed must be located outside of drainage/utility easement . --- -- ------ - ----------- ---- -------------------- Fee summary Charged Paid Credited Due --- ---- ----- ---------- -------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF AT ANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION ss� Y _ ' CITY OF ATLANTIC BEACH r,Y 800 Seminole Road,Atlantic each FL 32233 Office: (904)247-5826 ® Fax (904)247-5845 Job Address: /� �" Permit Number: Legal Description C d Valuation of Work(Replacement C st) S-9,00, ■ Class of Work((Circle one): ew Addition Alteration Repair ■ Use of existing/proposed structure Circle one): - Commercial esidenti . ■ If an existing structure, is a fire spr Mer system installed?(Circle one): es o N/A ■ Is approval of homeowner's association or other private entity req iced? (Circle one): No Describe in detail the type of work to be performed: Provertv Owner Information Name: Cri Address: 1741.Cl ��I A City State .Zip -z33 Phon Contac nation• Name of Company: gent: Address: City State Zip Office Phone ob Site/Contac ber State Certification/Regis Offic Fax Architect N one# — Eng' ame&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance o�f a permit and tha all work will be erformed to meet the standards of all laws regulating construction in this jurisdiction. This permit becom s null and void if work is not commenced within six(6) months, or of construction or work is suspended or abandoned for a period of six f6) months at anytime ter work is commenced. I understand that separate ppermits must be secured or Electrical ork, Plumbing, Signs, ells,Pools, Furnaces, boilers,Heaters, Tanks and fir Conditdoners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WflH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Thereby certi fy that I have read and examined this application and ow the same to be true and correct. All provisions of laws and ordinances governing this ty�e 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 tli provisiops of any other federal, state, or local law regulating construction or the performance of construction. Signature of Property Owner: Si tore of Contractor: Sworn to and subscribed before me Swom to and subscribed before me this Day of this Day of Notary Public: Noviry Public: REVISED 03.05.07 f r' CITY OF ATLANTIC BEACH PERMIT r� BUILDING /ZONING DEPAR rMENT APPLICATION # ' 800 Seminole Road Atlantic Beach,Florida 32233 D/ (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: N PLANNING Property Address: /' 0 Z` N BUILDING I= N PUBLIC WORKS Applicant: JY N PUBLIC UTILITIES Y N FIRE DEPT. Project: Y N PUBLIC SAFETY w APPROVAL U 0 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z UJ Y N D.E.P HUFSTETLER (9� C7 JY S.J.R.W.M. CARPERARMY CORPS of ENG CARPER t- 0 Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION TATUS CIRCLE ONE: SITE BUILDING DA AF REVIEWED BY: INITIAL: DATE: 1ST REV V -L 6/017 C �, f» �- lot(-)4J PLANNING 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® 3RD REV JUN 5 200? Return this form to the Building Department once you have entered your comments into the AS400. t "43- A ' z / PERMIT CITY OF AT, MANTIC BEACH J BUILDING /ZONING DEPARTMENT APPLICATION # Seminole Road Atlantic Atlantic Beach,Florida 32233 �!1 •l (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REWIRED DEPT: N PLANNING Property Address: JC 0 z N BUILDING N PUBLIC WORKS Applicant: JY N PUBLIC UTILITIES Y N FIRE DEPT. Project: Y N PUBLIC SAFETY LU APPROVAL U o REQUIRED AGENCY: I ZECEIVED BY: INITIAL: DATE: w UJ Y N D.E.P IIUFSTETLER C7 D a Y N S.J.R.W.M. CARPER LU LU W Y N ARMY CORPS of ENG CARPER F 0 Y N HOTELS&RESAURANTS HUFSTETLER APPLICATIONS ATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: AL: DATE: ® 1 ST REV PLANNING ® ® 2ND REV BUILDING PUBLIC WORKS PU LI ILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV In JUN 2 5 2007 r Return this form to the Building Department once you have entered your comments into the AS400. j Y 89 R3..� �� -_ F. F, w �' 1 1 ,9 I 1 a / ,v, o, 1 M4 i { 3� J"' ,3 1 lk { � i 1 { Ae466 tat { � 1 1 { 1 { r �aP11T APPS ICATIOI�1 �UILDii�9C� PER CITY OF ATLANTi BEACH V 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 a Fax (904)247-5845 fob Address ISI''' Permit Number: Legal Description XX / f a Valuation of Work(Replacement Cost) $-9.00 , ■ Class of Work(Circle one): �ew Addition Alteration Repair ■ Use of existing/proposed structure(Sjf Circle one): Commerc al If an existing structure, is a fire sprier system installed?(Circle one): llsi!de-�ntiaD es /A ■ Is approval of homeowner's association or other private entity reqE ired? (Circle one): Ido Describe in detail the type of work to be performed: 74 o i> ` f r %Re 1:4 Ili 1 "V Pronertv Owner Information Name• 9711 A y City State Zip ��3 �Phon Cont ac ation• ---- Name of Company: gent: Address: City State Zip Office Phone ob Site/Contac lber State Certificatior./Regis Offic Fax Architect N one# Eng* s arrie &Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to the issuance of�a ermit and tha all workwill be erformed to meet the standards of all laws regulating construction an this jurisdictio�z, 7`his permit becom s null and void if work is not commenced within six(6) months, or if construction or work as suspended or abandoned for a period of six j6) months at any time mer work is commenced. I understand that separate permits must be secured or Electrical ork, Plumbing, Signs, ells,Pools, .Furnaces,Poilers,�Ieaters, Tanks and Air Conalitiozzers, etc. WARNING TO OWNER: YOUR FAILURE TO RECO A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRO NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMEN EMENT. zhereb certify that have read and examined this application and iow the same to be true and correct. All provisions of laws and ordinances governing this type ofworkwill be complied with whether specified herein or not. The grantin of a permit does not presume to gave authority to violate or cancel th provisions of any other federal, .state, or iota law regulating construction or the performance of construction. Signature of Property Owner: 4 Signature of Contractor: Sworn to and subscribed before me Swc rn to and subscribed before me this_Day of this Day of Notary Public: Not iry Public: REMISED 03.05.07 r fn CITY OF ATLANTIC BEACH PER BUILDING / ZONING DEPARTMENT APPLICATION T # 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.ns APPLICATION TRACKING FORM -REQUIRED DEPT: N PLANNING Property Address: �" 0 121:: z N BUILDING I= N PUBLIC WORKS M Applicant: YN PUBLIC UTILITIES Y N FIRE DEPT. Project: Y N PUBLIC SAFETY U) w APPROVAL U p REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z LU Y N D.E.P MUFSTETLER < D w Y N S.J.R.W.M. CARPER UJ W Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS NUFSTETLER APPLICATION S17ATUS CIRCLE ONE: SITE BUILDING DA AP REVI D BY: I (TIAL: DATE: ® ® 1 ST REV D/ J E :) NING ® ® 2ND REV G PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department®nee you Dave entered your comments into the AS400e BUILDING PERMIT APP ICATION 3 CITY OF ATLANTIC BEACH .� ,f, 800 Seminole Road,Atlantic each FL 32233 Jj3! Office: (904)247-5826 ® Fax (904)247-5845 lob Address: ',� ��!-�'' '` Permit Number: .egal Description XX o 17 Valuation of Work(Replacement Cost) s®9.00 ■ Class of Work(Circle one): ew> Addition Alteration Repair Oes!s PUse of existing/proposed structure S Circle one): - Commerc' enptiaIf an existing structure, is a fire sprier system installed? (Circle ne): PIA&Is approval of homeowners association or other private entity req edd (Circle one): Describe in detail the type of work to be performed: r >> IALS-kl / a44 / !� bo ProveProvertv Owner Information [Name: ?� Address: �l A > City State .Zip �33 �Phon Cont rac ation• Name of Company: l gent: Address: City State Zip Office Phone ob Site/Contac ber State Certification/Regis Office Fax Architect N one# Eng' s ame&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to the issuance of�a ermit and tha all workwill be erformed to meet the standards of all laws regulating construction an thisjurisdiction. 7`his permit becam null and void ifwork is not commenced within six(6� months, ora construction or work as suspended or abandoned for a period of six (6) months at any time after work is commsncedf I understand that separate permits must be secured or Electrdcal F1'ork, Plumbing, Signs, fells,Pools, Furnaces, boilers,�deaters, 7`anks and Air Conditio'�ers, etc. WARNING TO OWNER: YOUR FAILURE TO RECOBD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIIH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMNIEN EMENT. thereby certify that I have read and examined this application and ow the same to be true and correct. All provisions of laws and ordinances governing this typ e of work will be complied w'th whether specified herein or not. The granting o a permit does not presume to gave authorat, to violate or Cancel tho provisions of any Other federal, state, Or local law regulating construction or the performance of construction. Signature of Property Owner: Si tore of Contractor: Sworn to and subscribed before me Swo n to and subscribed before me this Day of this Day of Notary Public: Not xy Public: REVISED 03.05.07 __ G � la. Impervious surface calculations /o form Find square footage of-House footprint Driveway Sidewalk A/C pads Detached garagft Of she', Pool decking Patios, etc. Add the total square footage of the above then divide the sum by the total lot area. G z m 00 c o z p m C_- z L4 z o _ 09 v� 1H 12� r- �yM-�0 o cn 0 008vs z m � ,l9'80l � LON 3,d�S Ol 10 _ _ n n N m i.09 M«ZO�9 _-�— � 0 0 y °..' . z o 7\ m D I Z CO 3NIl N011�la1532! ONIQlln9�_ G7 ° I ? r r � M -- -� I , . o D zo o a3a szz I �1 ^` 0 j D n 00 G7 %I fr1 O � 0 Wn1d0 IVOI183A ' I � U3 t 30 IVN011dN (.O'£t) { UI OIy30030 A I (n _a :N011b'A313 x00"13 O3HSINI3 I 30N3GIS38 .0 ,,�NOSdW 'k�01x I 69i�# 5 3N0 CO > Z •� cm00D x O < D 1 � � -< a3a3noo x r cy) 0 V ,D'9l 0 = � f C C z > `lJ b� X C r 6,0 _ _ _ 1N3W3513 O . l _� -- —• -TI (AS31 (1 �8 30dN*60 — -- 9 LOS o o z g•08 3«Zc), ° x �� O o � �� V� r > 0 m D m r o _ N W L'i 003 o czvow i oma o v v o Ln ao Lo to rnm yU �<a�2 O a C3x �z z TV 2rn � pp om oo c C) z z �� o o V) Ln rn C ^ C zp n n0 � ITI rn � o o z OO z� z0 to v r z rxa v or -1 p O I o z ` rov C C Ul m to Z 9 ory z oa =_-x zL Z � 0 u) U)2 rn 'w z o � o o oz o A fA Z "J fA Ot-j W U I e rn , z OOa81s3a 3NON ine _ z z a -� 0 m II x U! X o I � 0 RAR M co X m cn cn rn rn s — p o I D Z 0 fD ' co < x X �!' o � � 0ca o c4 X o a o �m vm A m-1 r D C �m = D fillII m ;o ;oO 3 •{� I I . .-L'6... p W c��* y' 0 -' to `� O m g X- m 0 a c ry o m C,0 p j a y O 0 D r) oN M a o m z A v p (D 0 ILI l!s.;l Ul z CL � 3 - , o c ? cn o.�c g O Q m p ZD z -n o � z I m o c r CD D Q O Z O QD z r . 1 CITY OF ATLANTIC AN IC BEACII PERMIT sf BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road /f } V~ Atlantic Beach,Florida 32233 ,. (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM R [RED DEPT: N PLANNING Property Address: C 0 /2Z N C BUILDIN ]VN PUBLIC WORKS Applicant: wPUBLIC UTILITIES FIRE DEPT. Pl'O]eCt: Y N PUBLIC SAFETY w APPROVAL 00 REQUIRED AGENCY: ECEIVED BY: INITIAL: DATE: Z LU Y N D.E.P UFSTETLER C7= O Y N S.J.R.W.M. CARPER w Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATIONS ATUS CIRCLE ONE: SITE BUILDING DA AP R VIEWED BY: I L: PATE: ® ® 1 ST REV tGNltTv 2� PLANNING ® ® 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department®nee you have entered your comments into the AS400. r. Y$ L'; BUILDING PERMIT APP'I ICATION CITY OF ATLANTI' BEACH 800 Seminole Road,Atlantic each FL 32233 Office: (904)247-5826 ® Fax (904)247-5845 fob Address: 1 tit '`"� ` Permit Number:Y'4 Legal Description y Valuation of Work(Replacement Cost) SC2©Q, ■ Class of Work(Circle one): ew Addition Alteration Repair ■ Use of existing/proposed structure . (Circle one): Commercial 4tes entia ■ If an existing structure, is a fire sprinkler system installed? (Circle one): o /A ■ Is approval of homeowner's association or other private entity required? (Circle one): hTo Describe in detail the type of work to be performed: ProDertv Owner Information. Name: ?� Address: c1 9"q A y City State Zip 'zZ3 Phon Contrac ation• Name of Company: uali g gent: Address: City State Zip Office Phone �RbSit�e/Contac UZ ber State Certification/Regis Offic Fax Architect N one En ' ame &Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedn rior to the issuance of apermit and thar all workwill be erformed to meet the standards of all laws regulating constructioin this jurisdiction. This ermit comes null and void ijwork is not commenced within six(6) months, or f construction or work as suspended or abandoned fo a period of six ((6) months at any time after work is commenced. I understand that separate ppermits must be secured or Electrical work, Plumbing, Signs, Fells,Pools, Furnaces,Poilers,Heaters, Tanks and Air C'onditiorzers, etc. WARNING TO OWNER: YOUR FAILURE TO RECO A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMEN CEMENT. thereby certify that have read and examined this application and ow the same to be true and correct. All provisions of 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 a.�tho ity .� �i,late o. cel theprovisions of any other federal, state, or local Zaw regulating construction or the performance of construction. Signature of Property Owner: Sip iature of Contractor: Sworn to and subscribed before me Sworn to and subscribed before me this_Day of this Day of Notary Public: Nol ary Public: REVISED 03.05.07 i O O C 0 Z Z L4 n �_ Ul D 1N�12� ,09 V Z D r- ldM- ®08vS o m o 3VO8 n �dOS Ol 10 {g SOl Z) M«ZO,9 � ,LON �, 3 n co 7U ;:of o I zones 00 m w, ollolalS3a f a e o A ON(3-1 V rDm .......... w I I > o3a oo s I O N ,Z'OZ p w s'ZZ r -'I D T w W 56 0 o I V 1 N es co p i C)D n0O I m O 0 Ti av 6Z6LL3 30 IVN0IIVN 0 l) w Q CIA O OII30Q30 03HSINI3 ° I :NOUVA3�3 a00�3 ' (n 69-v# 30N30I53LI O > A801S 3N0 xCAM Q X O < � � � D 00 v x r cy) O 0 91 I n D 011 7, 0 -D T _ � 4•t X V J � C --- 3Sd3 5VWV1l0 2iO3 NSW rm o ( 5311111i� 3 O C _ — — 8 3«ZO,g oLOS o Q z O gg N _ m O N cj DI-n I X OCA �Cm I O C) own o o Ln ao ��a Vm1 rii Z o ��O -. mz V� m m� co za o x co�, o Z TI Frim o z F o n, C)p O O 0o z Lit l V3 Z::d Z X m rn m R,R, M ` _ (\ Ln M D n0 ,- cn m� o o --1 z C z� o o x ZZ oZ �- O to V cn r vrri off- -I 0 � 0 D CO �' = to DLn o Z o 9'Zt C 00 SD Z C) Op oz m o z00 -TI z U) 0 � 0 3 z o U) x a p - ` + . U) O tV W -O N = z (tel I CY) rn U, J z � Z 3NIl NO1101a1S3a v' C7 'JNtOII(13 .SZ_ ' I i'ot $ LA I CD AAR VMS I C mv LO U) _ O S (� _�� 0 T D Z rte-' CD �. (D < '% X r m C W . m � r 30 gn m r v C m to r ; D N C 3 m D m W t Qi n 70 nMao '. � o lI rv � ��' oor ° ry x W m m s I- O z ITI 0 IT1 O A j a y O G7 O -1 m tni o� 0 (na (A m0 zr+� crLOz z CD Z0CD M CO CD O > Co fD m p O-o C y cn A N 3 SO O C = C Q m O Z EDD z p G C (�� n __ W O � m Z I Z r. z m D Q O Z O z rn �J r- 7< 800 Seminole Road J � Atlantic Beach,Florida 32233 S� Telephone(904)247-5826 FAX(904)247-5845 City of Atlantic Beach Fl rida Building Department August 30, 2006 City of Jacksonville, Tax Office The final inspection for 469 Sargo Road was pass d on 5.11.06. We are waiting for the Finished Floor Elevation(FFE)certificate to issue a final CO. The home was not occupied until the final inspection past in May 20 6. Shirley L. Graham Building Permits Clerk, City of Atlantic Beach Florida � Building, , Planning & Zoning Inspection CITY.OF ATLANTIC BEACH Department CERTIFICATF OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit#: D J/- a 4 yd Property Address: Ar Legal Description, Improvements to the above-described properN have been completed1n 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: �ps Required As Built o The following must be.completed before issuing Cerdficate of Occupancy: Department Date Nofified to Approved Approved By Fire . Public Works G Public Utilities Planning Dept. Building Dept. ts Final Survey with FFE ❑ Yes No All Re-Inspect Fees Paid E3-- Yes No Graham Shirley From: Walker, Chris Sent: Tuesday, May 16, 2006 7:29 AM To: Graham Shirley Subject: RE: Final Co Inspection Everything is good here. From: Graham Shirley Sent: Monday,May 15,2006 9:30 AM To: Kaluzniak, Donna;Carper, Rick; Deming,James;Walker,Chris; Nodine,Phil Cc: Cunningham,Kern; Matthews,Carlene; Lanier,Joyce Subject: Final Co Inspection Otis Green has requested a final co inspection for 469 Sargo Rd permit#04 29440 Mr. Green can be reached at 246 7643 Shirley 1 Graham Shirley l From: Graham Shirley Sent: Monday, May 15, 2006 9:30 AM To: Kaluzniak, Donna; Carper, Rick; Deming, James; Walker, Chris; Nodine, Phil Cc: Cunningham, Kerri; Matthews, Carlene; Lanier, Joyce Subject: Final Co Inspection Otis Green has requested a final co inspection for 469 Sargo Rd PE rmit#04 29440 Mr. Green can be reached at 246 7643 Shirley 1 Page 1 of 1 t Cunningham, Kerri From: Cunningham, Kerri Sent: Friday, May 12, 2006 10:41 AM To: 'Schweizer, Carol M.' Subject: 469 Sargo Rd/04-29440 The final inspection passed at 469 Sargo Road/Permit 04-29443 on 5.11.06 by Larry Higgins. Kerr&C Assistant Building Permits Clerk City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 904.2447.5800 Phone 904.247.5845 Fax 5/12/2006 CITY OF ATLA14TIC BEACH 800 SEMINO E ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-0 029440 Date 4/14/05 Property Address . . . . . . 469 3ARGO RD Tenant nbr, name . . . . . . SFR REPLC 1479RAD/1878SCH Application description . . . SING ,E FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 43579 Owner Contractor -- ---------------------- ------------------------ GREEN, OTIS OWNER 469 SARGO ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-7643 ---------- ---------------------- ----------------------------------- Permit . . . . . . ELECTRICAL PER IT Additional desc 200AMP, 1PH, 4W, 40V Sub Contractor MCCLURE ELECTRICAL CONTRACTORS Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ----------- ---------- ---------- Permit Fee Total 105 . 00 05 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANT C BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL . S r rr. c' - J v'� CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION -Jr319%' Date: S Property Address: S h-r"G co �zo n- ' Owner: Telephone#• Contractor: C I-e t .N Telephone#: Contractor Address: 1 a 1 A-a n (-,,.j Fax#• Contractor Signature: In consideration of permit given f mg the work as the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which area part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is New Residence ❑ Temp. )E� New being done on this building ❑ Old L3 Commercial L3 Signs 13 Increase Or site,list the building Permit number: 13 Re-wire C] Addition Sq.Ft. El Repair n�._ ZR4LK�) Conductor Size: AMPS: -a COPPER ALUMINUM Switch or RACE • Breaker AMPS zcy0 PH W � VOLT Z� WAY Sc-A Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece0 acles CONCEALED OPEN Q 10 AMPS 11 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER OOV Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845. htta://www.ei.atlantic-beach.fl.us Revised 1/04 MAP SHOV41NG O.URVEY OF ZO 2 Z3 L o C REPIAT OF PART OF ROYAL PALMS UNIT TWO A A$ RECORDED IN PLAT BOOK 31 PAGE 1 '1 4' RECORDS OF DWAL CO., FLjL FOR—POOP-les Builder go Y hip W 0 0 Zo T (y) oT � � 3 • °0 N ,� �°s/Q E N c, E i 8O , A R k 1 . HEREBY CERTIFY THAT 1 HAVE lSURVQYQD THK LANDS AB SHOWN THt ABOVR CAMON AND THRRQ ARt NO tNCROACHMtNTS. SIGNED 19 RNa'*TKRND SURVrrOR Ho. v FLORIDA SCALE:- IN CALE: •ovFNaot AWtRtiNr uRvnCa. INC. OROtR r . I r FORM 60OA-2001 FLORIDA ENERGY E FICIENCY CODE FOR BUILDING C NSTRUCTION Florida Department of C mmunity Affairs Residential Whole Building Performance Method A Project Name: Green Residence Builder: CP Builders Address: 469 Sargo Road Permitting Office: Duval City;State: Atlantic Beach,fL 32223- Permit Number: Owner: Jurisdiction Number: 261300 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:40.5 kBftOu _ 3. Number of units,if multi-family 1 - SEER: 10.00 4. Number of Bedrooms 'T_ b. /A 5. Is this a worst case? Yes - 6. Conditioned floor area(ft2) 1799 112 c. IVA - 7. Glass area&type Single Pane Double Pane - a. Clear glass,default U-factor 0.0 ft2 0.0 ft2 - 13. eating systems - b.Default tint 0.0 ft2 0.0 ft2 - a lectric Heat Pump Cap:42.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.20 8. Floor types _ b. I I/A a. Slab-On-Grade Edge Insulation R=0.0,176.0(p)ft - b.N/A _ c. I T/A c. N/A - 9. Wall types - 14. of water systems a. Frame,Wood,Exterior R=11.0,1467.0 ft2 - a. Electric Resistance Cap:50.0 gallons b.Frame,Wood,Adjacent R=11.0,297.0 ft2 - EF:0.88 _ c. N/A _ b. /A d.N/A e. N/A c. Conservation credits 10. Ceiling types - -Heat recovery,Solar a. Under Attie R=30.0, 1799.0 ft2 = HP-Dedicated heat pump) b.N/A 15. HVAC credits c.N/A ( F-Ceiling fan,CV-Cross ventilation, 11. Ducts _ -Whole house fan, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0,152.0 ft - -Programmable Thermostat, b.N/A -C-Multizone cooling, NIZ-H-Multizone heating) Glass/Floor Area: 0.00 Total as-built points: 22312 PASS�S Total base points: 2838 �`-'� I hereby certify that the plans and specifications covered Revi w of the plans and by this calculation are in co pliance with the Florida specifications covered by this 'T UE Sr4�Ao Energy Code. calcu ation indicates compliance ' � with the Florida Energy Code. PREPARED BY: L RC K Befor construction is completed o DATE: ; ie Qtthis b jilding will be inspected for I hereby certify that this building, as designed, is in comp iance with Section 553.908 compliance with the Florida Energy Code. Florid 3 Statutes. eon OWNER/AGENT: BUI DING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLR PB v3.30) FORM 60OA-2001 P. SUMMER CALL ULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 469 Sargo Road,Atlantic Beach, fL, 32223- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1799.0 0.00 0.0 As-Built Total: 0.0 0.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 297.0 0.70 207.9 Frame,Wood, Exterior 11.0 1467.0 1.70 2493.9 Exterior 1467.0 1.70 2493.9 Frame,Wood,Adjacent 11.0 297.0 0.70 207.9 Base Total: 1764.0 2701.8 As-Built Total: 1764.0 2701.8 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 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1799.0 1.73 3112.3 lUnderAttic 30.0 1799.0 1.73X1.00 3112.3 Base Total: 1799.0 3112.3 As-Built Total: 1799.0 3112.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 176.0(p) -37.0 -6512.0 Slab-On-Grade Edge Ins lation 0.0 176.0(p -41.20 -7251.2 Raised 0.0 0.00 0.0 Base Total: -6512.0 As-Built Total: 176.0 -7251.2 INFILTRATION Area X BSPM = Points Area X SPM Points 1799.0 10.21 18367.8 1799.0 10.21 18367.8 Summer Base Points: 17835.1 Summer As-Bul It Points: 17041.5 Total Summer X System = Cooling Total X Ca X Duct X System X Credit = Cooling Points Multiplier Points Component Rati 3 Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 17041.5 1.00 (1.090 x 1.147 x 0.95) 0.341 1.000 6908.1 17835.1 0.4266 7608.4 . 17041.5 1.0 1.188 0.341 1.000 6908.1 EnergyGaugeTm DCA Form 60OA-2001 P RM 60OA-2001 I WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 469 Sargo Road,Atlantic Beach,fL,32223- PERMIT#: BASE GLASS TYPES .18 X Conditioned X BWPI= Points Overhang Floor AreaType/SC Ornt Len Hgt Area X WPM X WOF= Point .18 1799.0 0.0 As-Built Total: 0.0 0.0 WALL TYPES Area X BWType R-Value Area XWPM = Points Adjacent 297.0 3.60 1069.2 Frame,Wood,Exterior 11.0 1467.0 3.70 5427.9 Exterior 1467.0 3.70 5427.9 Frame,Wood,Adjacent 11.0 297.0 3.60 1069.2 Base Total: 1764.0 6497.1 As-Built Total: 1764.0 6497,1 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 Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1799.0 2.05 3687.9 Under Attic 30.0 1799.0 2.05 X 1.00 3687.9 Base Total: 1799.0 3687.9 As-Built Total: 1799.0 3687.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 176.0(p) 8.9 1566.4 Slab-On-Grade Edge Insu ation 0.0 176.0(p 18.80 3308.8 Raised 0.0 0.00 OA Base Total: 1566.4 As-Built Total: 176.0 3308.8 INFILTRATION Area X BWPM = Points Area. X WPM = Points 1799.0 -0.59 -1061.4 1799.0 -0.59 -1061.4 Winter Base Points: 11143.0 Winter As-BuiltPoints: 12744.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12744.4 1.000 (1.069 x 1.169 x 0.95) 0.474 1.000 7165.7 11143.0 0.6274 6991.1 12744.4 1.00 1.187 0.474 1.000 7165.7 EnergyGaugeTm DCA Form 60OA-2001 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details FADDRESS. 469 Sargo Road,Atlantic Beach,fL, 32223- PERMIT#: BASE - AS-BUILT . WATER HEATING Number of X Multiplier = Total Tank EF N mber of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.88 3 1.00 2746.00 1.00 8238.0 As-Built.Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7608 6991 8238 iT8 3 87 6908 7166 8238 22312 PAS"ES' �Qyp4 ZSB ST,q��O COD we EnergyGaugeTm DCA Farm 60OA-2001 FORM 60OA-2001 Code Com liancl�' Checklist Compliance c st Residential Whole Building Performance Method A - Details ADDRESS: 469 Sargo Road,Atlantic Beach,fL, 32223- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; ..5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill piete;joints between exterior wall panels at comers;utility penetrations;between wall pan Is&top/bottom plates;between walls and floor. EXCEPTION:Frame walls wh e a continuous infiltration barrier is installed that extends from,and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"se Rled unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations aid seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the peimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetratic ns,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from conditioned space,tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor davity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoorc.,dampers;combustion space heaters comply with li have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS I CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as ust be provided. External or built-in heat trap required. r Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gass a&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to rio more tham2.5 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 nstalled in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-15 min. insulation, HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common wa Is-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FL CPB v3.30 rNERGY PERFORMANCE LEVEL EPL DISPLAY CARD ESTIMATED ENERGY PERFO ANCE SCORE* = .O1"' 9 The higher the score,the more icient the home. 469 Sargo Road, Atlantic Beach,fL, 32223- 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Contra]Unit. Cap:40.5 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 10.00 4. Number of Bedrooms 3 _ b.N/ - 5. is this a worst case? Yes _ 6. Conditioned floor area(82) 1799 ft2 c. Nl; 7. Glass area&type Single Pane Double Pane a. Clear.-single pane 0.0 ft2 0.0 ft2 _ 13. He ting systems b. Clear-double pane 0.0 ft2 0.0 ft2 _ a. El ctric Heat Pump Cap:42.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:7.20 _ d. Tint/other SHGC-double pane b. N/ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 176.0(p)ft _ C. N/ b.N/A _ c. N/A 14. Hol water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1467.0 ft2 _ EF:0.88 _ b. Frame,Wood,Adjacent R=11.0,297.0 W _ b.N/ c. N/A _ d. N/A _ e. Cot servation credits _ e. N/A ( -Heat recovery,Solar 10. Ceil;ng types _ D -Dedicated heat piunp) a.Under Attic R=30.0, 1799.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF Ceiling fan,CV-Cross ventilation, c. N/A HF Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 152.0 ft _ C-Multizone cooling, b. N/A H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 'TKE 87' in this home before final inspection. Otherwise, a new EPL Display Card w"1 be completed yo4 _ A �0, based on installed Cody i!!olrq4iqntfea Builder Signature: Date: *�� Address of New Home: �% � City/FL Zip: � �� GOD WE,�4 33 *NOTE: 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 f r a US EPADOE EnergyStarT designation), your home may qualify for energy efficiency mortgage(EENT) incentives iif u obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www fsec.ucf edu for information and a list of certified Raters. For information about Florida's E ergy Efficiency Code For Building Construction, contact the Department of Community Affaj4n§rgy f8Nersion:FLR PB v3.30) RIGH T-J LOAD AND EQUIPMENT SUMARS' Entire Huse AIR FLOW DESIGNS .Dob:Green Residence 11-17-2004 5815 ST.AUGUSTINE RD.,JACKSONVILLE,FL 32207 Phone:(904)398.0831 For. C.P Builders - Notes: 469 Sargo Road ,Atlantic Beach, 1,32223 d s e +s Weather: Jacksonville AP' FL, US Minter Design Conditions Summer Design Conditions Outside db 32 OF Out 'de db 94 OF Inside db 72 OF Insi db 75 OF Design TD 40, OF Desi n TD 19 OF Dai( range M Rei ive humidity 55 %e Mois ure difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 32610 Btuh Structure 27666 Btuh Ventilation air 270 cfm Vent'ation 2257 Btuh Ventilation air loss 11880 Btuh Desi n temperature swing 3.0 OF Design heat load 44490 Btuh Use fg. data n Rate wing multiplier 0.99 Infiltration Total'sens. equip. load 29624 Btuh Method Simplified La ent Cooling E.:iulpment Load Sizing Construction quality Average Fireplaces 1 Interr al gains 920 Btuh Ventil ation 2717 Btuh Pleating Cooling lnfiltn tion 2721 Btuh Area(ftp) 9799 1799 Total atent equip. load 6358 Btuh Volume(ft) 76791 96191 Air changes/hour 1.0 0.4 Total�quipment load 35982 Btuh Equiv.AVF(cfm) 270 108 Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make' CARRIER Trade Trade 38ycc042 38 cc 42 fa4an 042 Efficiency 7.2 HSPF Efficic ncy 10.0 SEER Heating Input 0 Btuh Sensi le cooling 30375 Stuh Heating output 0 Btuh Laten cooling 10125 Btuh Heating temp rise 0 OF Total ooling 40500 Btuh Actual heating fan 0 cfm Actual cooling fan 1400 cfm Heating airflow factor 0.000 cfm/Btuh Coolir g air flow factor 0.051 cfm/Btuh Space thermostat Load 4,ensible heat ratio 82 % Boldltailc values have been manually overridden Printout certified by ACCA to meet all require ents of Manual J 7th Ed. 14MVVMGII 1t5®'f$ Right-Suite ResidentialTM'5.0.28 RSR32100 2004-Nov-17 14:02:43 F:1Craig D.Iy101d PC(08-04-04)1Rlght.rsr Page 1 � � f •i, CITY OF ATLANTIC BEACH I 800 SEMINO E ROAD t` .. ATLANTIC BEACH, FLORIDA 32233 J � INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029440 Date 2/22/05 Property Address . . . . . . 469 "3ARGO RD Tenant nbr, name . . . . . . SFR REPLC 1479RAD/1878SCH Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 43579 Owner Contractor GREEN, OTIS OWNER 469 SARGO ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-7643 ---------------------------------------- ---------------------- ------------- Permit . . . . . . PLUMBING PERMI Additional desc 17 FIXTURES Sub Contractor C.W. WOOD PLUMBING Permit Fee . . . . 154 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged P�id Credited Due ----------------- ---------- ---- - - ---------- ---------- > Permit Fee Total 154 . 00 54 . 00 . 00 . 00 Plan Check Total 00 . 00 . 00 . 00 Grand Total 154 . 00 .54 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLAN PIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMITAPPLICATION r) xOR J a �� ©� �n Property Address: nQl. Date:n � r / Owner: /Y I m r5 �l� G fermi 1 Telephone#:s (-/C) Contractor: Q-0, 0P�W_(&YICA Telephone#: ! Uy'(V(06`1 Contractor Address:I6a% �Nm Iw q V� 'Fax#: � q3 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 par hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with th� most recent edition of the Southern Standard Plumbing Code. i Plumbing Type: / If oth r construction is being done on this building or site, 2/" list thbuilding it amber:I ❑ . Re-Pipe L�� Number of Fixtures: Bath Tubs Showers 3 Closets Shower Pans Dishwashers Sinks 1 Disposals Urinals Floor Drains I Washing Machine '4- Lavatory Water fSewer ' Water Heaters Other Fees Permit Issuing Fee: $35.00 / Total Fixtures: n + _ ! L 1 X $7.00 $35.00 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800- Fax: (904) 247-5845. http:ltwww.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ice-CU)i j INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029942 Property Address Date 3/24/05 Tenant nbr, name • • . ' • 469 Si RD j TEMP POLE Application description . . . ELECT�IC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . • • 0 Owner Contractor GREEN, OTIS 469 SARGO ROAD MCCLURE ELECTRICAL CONTRACTORS P.O. BOX 51368 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 249-9061 ---------- ----------------------- Permit ---------- • ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee Issue Date . 00 ' Valuation 0 Fee summary Charged pall d Credited ----------------- Due Permit Fee Total 70 . 00 70 . 00 . 00 ---- - - ----- Plan Check Total . 00 � ----- - - . 00 - 00 00 Grand Total 70 . 00 7b 00 00 • 00 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLA BUILDING CODES. 7 li IC BEACH ORDINANCES AND THE FLORIDA BUILDING OFFICIAL r i ` CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Z y o S Property Address: 4(,o C� J A-2 (YA RO Ai) - 24 J � Owner: OTVS Telephone#: Contractor: i ca, �,�t� � Telephone c� Contractor Address: \-1 o t lmh(, k j cL. Fax#: -Lq ct--1 SSS In consideration of permit given for doing the work as described ii i the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: if other construction is ❑ New ❑ Residence Temp. ❑ New being done on this building c3 Old ❑ Commercial 13Si ns ❑ Increase Or site,list the building Signs Permit number: ❑ Re-wire ❑ Addition Sq.Ft. O Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE ( v Breaker AMPS �o U PH W � VOLT 2 3 0 WAY Y4 Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 10 AMPS 31 100 AMPIS Switches Incandescent Fluorescent & i M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTC RS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V I OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea._Sign (� Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-584 • http://www.ci.atlantic-beach.fl.us i TRUSS INDEX COVER SHEET PROJECT IDENTIFICATION Job Number: 14098 Granger Lumber Builder Name: C.P. CONSTRUCTION Job Address: 469 SARGO RD & Hardware Lot: Block: Subdivision: 1180 Lane Ave. South County: DUVAL Model: Jacksonville, Fl. 32205 Details/Notes: (904)781-4119 FAX:(904)786-8480 DESIGN CRITERIA Building Code: Florida Building Code (FBC) 2001 Wind Design: ASCE7-98 per FBC 2001 Wind mph: 120 Occupancy Category: 2 Exposure Category: C Opening Conditions: Partially Enclosed Design Software MiTek 2020 —Version 5.0 Total Roof Load: 42 psf - TCLL 20 TCD 7 BCLL 10 BCDL 5 Total Floor Load: 55 psf - TCLL 40 TCD 10 BCLL 0 BCDL 5 Truss ID' # Truss ID: Date: # Truss ID: Date: # Truss ID: D te: # Truss ID: Date: # Truss ID: Date: 1 A01 01/11/05 16 B04 01/11/05 31 EJ5 01/ 1/05 46 61 2 A02 01/11/05 17 B05 01/11/05 32 EJ7 01/ 1/05 47 62 3 A03 01111/05 18 B06 01/11/05 33 HJ5 01/ 1/05 48 63 4 A04 01/11/05 19 B07 01/11/05 34 HJ7 011 1/05 49 64 5 A05 01/11/05 20 B08 101111105 35 50 65 6 A06 01/11/05 21 IB09 01/11/05 36 51 66 7 A07 01/11/05 22 C01 01/11/05 37 52 67 8 A08 01/11/05 23 CO2 01/11/05 38 53 68 9 A09 01/11/05 24 CO3 01/11/05 39 54 69 10 A10 01/11/05 25 CJ1 01/11/05 40 55 70 11 A11 01/11/05 26 CJ3 01/11/05 41 56 71 12 Al2 01/11/05 27 CJ5 01/11/05 42 57 72 13 B01 01/11/05 28 D01 01/11/05 43 58 73 14 B02 61/11/05 29 D02 O1/11/OS 44 59 74 15 B03 011111051 130 ID03 1011111051 145 1 60 1 1 175 With my embossed seal affixed to this sheet, I hereby certif that this serves as an index sheet in compliance with Rule 61G15-23.002 (2) and 61G15-31.003 of the Florid Board of Professional Engineers. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Cesign Drawings listed above and attached. The suitability and use of each , truss design drawing for any particular buildingIs the responsibilityof the G�AR+c � \�� .• '' �'F Building Designer, per ANSI/TPI 1-1995 Section 2. •�y rti .ca • p 1 55 John Clark Weber, F E #17455 This Index Package Contains 1210 Lane Ave. South _ • I 1 2005 '� _34_Truss Drawings. Jacksonville, FL 2205 ° , .�j State Of ' Florida ENGINEER OF RECORD FOR STRUCTURAL ENGINEERING OCUMENT5 'pis, NI A NAME: ADDRESS: _ LICENSEM TRUSS DRAWINGS REVIE ED: I d To: Reaction Summary C.P.CONSTRUCTION Job Number: 14098 469 SARGO ROAD Page: I Project: Block No: Date: 01-10-2005-11:27:00 PM Model: Lot No: x Project ID: 14098 Contact: Site: Office: Deliver To: Account No: Name: 469 SARGO ROAD Designer: mtm Phone: Salesperson: Quote Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: lope: Reactions: 0-13 Joint 2 Joint 15 Joint 11 1 A01 40-0-0 HIP 5.00 830 lbs. 2239 tbs. 633 Ibs. 216 lbs.each 2 Rows Lat Brace_ 0.00 -758 Ibs. -1538 lbs. -639 lbs. 2-13 Joint 2 Joint 15 Joint 11 1 A02 40-0-0 HIP 5.00 836 Ibs. 2229 Ibs. 635 lbs. 211 lbs.each 2 Rows Lat Brace 0.00 -763 lbs. -1481 lbs. -648 Ibs. 4-13 Joint 2 Joint IS Joint 10 1 A03 40-0-0 HIP 5.00 823 lbs. 2250 Ibs. 613 lbs. 2101bs.each 0.00 -764 Ibs. -1558 lbs. -653 lbs. 6-13 Joint 2 Joint 15 Joint 10 1 A04 40-0-0 HIP 5.00 828 lbs. 2197 Ibs. 637 lbs. 203 lbs.each 1 Row Lat Brace 0.00 -761 Ibs. -1603Ibs. -667 lbs. -8-13 Joint 2 Joint 15 Joint 10 1 A05 40-0-0 HIP 5.00 827 Ibs. 2146 lbs. 662 lbs. _ 206 lbs.each 0.00 -752 Ibs. -1641 lbs. -677 lbs. -10-13 Joint 2 Joint 14 Joint 10 1 A06 40-0-0 HIP 5.00 882 Ibs. 2048 lbs. 677 tbs. 193 lbs.each 1 Row Lat Brace 0_.00 -766 lbs. -1647 lbs. -666 Ibs. (1) 2-Ply -0-13 Joint 2 Joint 17 Joint 11 2 A07 40-0-0 HIP 5.00 1189 lbs. 4586 lbs. 1451 lbs. 233 lbs.each _ 2X4/2X6 0.00 -1148 Ibs. -4367 lbs. -1380 Ibs. -0-5 Joint 2 Joint 12 Joint I I 1 A08 36-0-0 HIP 5.00 1243 lbs. 2026 Ibs. 213 Ibs. 206 Ibs.each 2 Rows Lat Brace 0.00 -1085 lbs. -1425 lbs. -265 Ibs. -2-5 Joint 2 Joint 10 1 A09 36-0-0 HIP 5.00 1619 lbs. 1496 Ibs. 197 lbs.each 2 Rows Lat Brace 0.00 -1325 Ibs. -1070 Ibs. -4-5 Joint 2 Joint 10 1 A10 36-0-0 HIP 5.00 1619 lbs. 1496 Ibs. 193 lbs.each 0.00 -1297 lbs. -1060Ibs. -6-5 Joint 2 Joint 10 1 All 36-0-0 HIP 5.00 1619 lbs. 1496 lbs. 192 lbs.each 1 Row Lat Brace 10.00 -1265 lbs. -1106 Ibs. -10-9 Joint 1 Joint 9 1 Al2 36-0-0 HIP 5.00 1499 Ibs. 1499 lbs. 183 Ibs.each 2 Rows Lat Brace 0.00 -1112 Ibs. -1153 lbs. -7-13 Joint 1 Joint 9 2 1301 36-0-0 COMMON 5.00 1496 lbs. 1619 lbs. 174 tbs.each _ 0.00 -1148 lbs. -1341 lbs. -10-1 Joint 1 Joint 9 1 B02 36-0-0 COMMON 5.00 1499 lbs. 1499 Ibs. 171 lbs.each 0.00 -1150 lbs. -1150 Ibs. -10-1 Joint 1 Joint 9 3 B03 33-0-0 COMMON 5.00 1373 Ibs. 1373 Ibs. 167 lbs.each 1 Row Lat Brace 0.00 -1069 lbs. -1029 Ibs. -2-13 Joint 1 Joint 10 1 B04 36-0-0 HIP 5.00 1496 Ibs. 1619 Ibs. 182 lbs.each 0.00 -1136 lbs. -1328 Ibs. '14-13 Joint 1 Joint 8 1 B05 36-0-0 HIP 5.00 1496 Ibs. 1619 lbs. 176 Ibs.each _ 1 Row Lat Brace 0.00 -1108 Ibs. -1301 lbs. -6-13 Joint 1 Joint 8 1 TBO6 36-0-0 HIP 5.00 1496 lbs. 1619 Ibs. _ 178 lbs.each 0.00 -1076 lbs. -1269 lbs. -8-13 Joint 2 Joint 8 1 B07 36-0-0 HIP 5.00 1615 lbs. 1615 lbs. 182 lbs.each ___ ---0.00 -1237 lbs. -1237 Ibs. -10-13 Joint 2 Joint 10 1 B08 36-0-0 HIP 5.00 1615 lbs. 1615 lbs. 172 Ibs.each 0.00 -1278 lbs. -1278 lbs. a i To: Reaction Summary C.P.CONSTRUCTION; Job Number: 14098 469 SARGO ROAD Page: I Project: Block No: Date: 01-10-2005-11:27:00 PM Model: Lot No: Project ID: 14098 Contact: Site: Office: Deliver To: Account No: Name: 469 SARGO ROAD Designer: mtm Phone: Salesperson: Quote Number: Te tative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: lope: Reactions: -0-13 Joint 2 Joint 15 Joint 11 1 A01 40-0-0 HIP 5.00 830 lbs. 2239 Ibs. 633 lbs. 216 lbs.each 2 Rows Lat Brace 0.00 -758 lbs. -1538 lbs. -639 lbs. -2-13 Joint 2 Joint 15 Joint 11 1 A02 40-0-0 HIP 5.00 836 lbs. 2229 lbs. 635 lbs. _ 211 lbs.each 2 Rows Lat Brace 0.00 -763 lbs. -1481 lbs. -648 lbs. 4-13 Joint 2 Joint 15 Joint 10 1 A03 40-0-0 HIP 5.00 823 lbs. 2250 lbs. 613 lbs. 210 lbs.each 10.00 -764 Ibs. -1558 Ibs. -653 lbs. -6-13 Joint 2 Joint 15 Joint 10 1 A04 40-0-0 HIP 5.00 828 lbs. 2197 lbs. 637 lbs. 203 lbs.each 1 Row Lat Brace 10.00 -761 lbs. -1603 lbs. -667 lbs. -8-13 Joint 2 Joint 15 Joint 10 I A05 40-0-0 HIP 5.00 827 lbs. 2146 lbs. 662 lbs. 206 Ibs.each 0.00 -752 lbs. -1641 lbs. -677 lbs. -10-13 Joint 2 Joint 14 Joint 10 1 A06 40-0-0 HIP 5.00 882 Ibs. 2048 lbs. 677 lbs. _ 193 Ibs.each 1 Row Lat Brace 0.00 -766 lbs. -1647 lbs. -666 Ibs. (1) 2-Ply 4-0-13 Joint 2 Joint 17 Joint 11 2 A07 40-0-0 HIP 5.00 1189 lbs. 4586 lbs. 1451 lbs. _ 233 lbs.each 2X4/2X6 0.00 -1148 lbs. -4367 lbs. -1380 lbs. -0-5 Joint 2 Joint 12 Joint I I 1 A08 36-0-0 HIP 5.00 1243 lbs. 2026 lbs. 213 lbs. 206 Ibs.each 2 Rows Lat Brace 0.00 -1085 lbs. -1425 lbs. -265 Ibs. -2-5 Joint 2 Joint 10 1 A09 36-0-0 HIP 5.00 1619 lbs. 1496 lbs. 197 lbs.each 2 Rows Lat Brace 10.00 -1325 lbs. -1070 lbs. -4-5 Joint 2 Joint 10 1 A10 36-0-0 HIP 5.00 1619 lbs. 1496 Ibs. 193 lbs.each 0.00 -1297 lbs. -1060 lbs. -6-5 Joint 2 Joint 10 1 All 36-0-0 HIP 5.00 1619 Ibs. 1496 lbs. 192 lbs.each 1 Row Lat Brace 0.00 -1265 lbs. -1106 Ibs. -10-9 Joint 1 Joint 9 1 Al2 36-0-0 HIP 15.00 1499 lbs. 1499 lbs. 183 lbs.each 2 Rows Lat Brace 10.00 -1112 lbs. -1153 lbs. -7-13 Joint 1 Joint 9 2 B01 36-0-0 COMMON 5.00 1496 lbs. 1619 lbs. 174 lbs.each 0.00 -1148 lbs. -1341 lbs. )-10-1 Joint 1 Joint 9 1 B02 36-0-0 COMMON 5.00 1499 lbs. 1499 Ibs. 171 lbs.each 0.00 -1150 lbs. -1150 lbs. -10-1 Joint 1 Joint 9 3 B03 33-0-0 COMMON .00 1373 lbs. 1373 Ibs. 167 tbs.each 1 Row Lat Brace .00 -1069 lbs. -1029 lbs. -2-13 Joint 1 Joint 10 1 B04 36-0-0 HIP 5.00 1496 lbs. 1619 lbs. 182 lbs.each _ 00 -1136 lbs. -1328 lbs. 7-4-13 Joint 1 Joint 8 1 B05 36-0-0 HIP 5.00 1496 lbs. 1619 Ibs. 176 Ibs.each I Row Lat Brace 0.00 -1108 lbs. -1301 lbs. 6-6-13 Joint 1 Joint 8 1 B06 36-0-0 HIP 5.00 1496 lbs. 1619 Ibs. 178 lbs.each .00_ -1076 lbs. -1269 lbs. 5-8-13 Joint 2 Joint 8 1 B07 36-0-0 HIP 5.00 1615 Ibs. 1615 lbs. _ 182 lbs.each D.00 -1237 lbs. -1237 lbs. 4-10-13100 Joint 2 Joint 10 1 B08 36-0-0 HIP 00 1615 lbs. 1615 lbs. 172 Ibs.each -1278 lbs. -1278 lbs. a February 5, 2001 SCAB-BRA( E DETAIL ST-SCAB-BRACE MiTek Industries,Inc.Chesterfield, MO. Note: Scab-Bracing to be use when continuous 0 00 ! lateral bracing at midpoi t(or T-Brace)is ' impractical. i Scab must cover full len th of web+/-5'. •••THIS DETAIL IS NOT AP (CABLE WHEN BRACING IS •"• REQUIRED AT 1/3 POI ITS OR 1-BRACE IS SPECIFIED_ APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d(3"X 0.131")NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE,SIZE AND SPECIES(OR BETTER)AS THE WEB_ MAXIMUM WEBAXIAL FORCE = 2500 lbs MAXIMUM WEB ENGTH = 12'-0" SCABBRACE 2x4 MINIMUM VVI:-::B SIZE MINIMUM WEB RADE OF #3 ;t Nails Section Detail ®E Scab-Brace Web Scab-Brace must be same species grade(or better)as web nember. John Cla IU Weber, PE #17455 °'' Cern#icat •F9 o. 17455 1210 Lane Ave. South Jacks nville, FL 32205 JUL 3 2003 � . •�`. ' ..,/ice h`•. Florida * .. IIIIIII a JANUARY 2,196'7 L BRAC DETAIL ST . L-BRACE MiTl k Industries,Inc: Chesterfield, MO. ��Cotte Nailing Pattern Note:L-Bracing-to be used when continuous L.-Brace size Nail Size Nail Spacing lateral bracing is impractical.L-brace p g must cover 90%of web length. 1x4 or 6. . 10d 8"O.c. 2x4; 6, or 8 16d Note: Nail along entire length of L-Brace (On Two-Ply's Nail to Both Plies) L-Brace Size for One-Ply Truss Specified'Continuous Nails Rows of Lateral Bracing Web Size 1 2 t _ 2x3 or 2x4. 1x4 _ 2x4 2x6 1x6 2x6 SPACING 2X8 2X8 2x8 WEB _ L-Brace Size for Two-Ply Truss Specified Continuous L-BRACE Rows of Lateral Bracing ,Web Size_ 1 2 2x3 or 2x4. 2x4. ...2x4 2X6.. 2x6 2x6. - 2x 8. 2x8 2z8 Nails Section Detail i Web No. 17455 } r,'4 . STATE OF � L-Brace must be same species g ade(or better)as web member. 1111!111 loll A W6 WM0-YerM design parameters and RLAD MOTES ON THIS AND REMM SIDE BEFORE USS- Design votld tot use only with Mllek conneclors.This design Is bosed only upon poromele 1 shown,and Is tot on hdWud building component 10 be NAM Installed and boded verikoly. Applcoblity of design poiomeleis and proper Incotpofalim or component k tesponsblMy of buldhg desFgnet-not hvu deslgnet.8tochg shown It la Metal support of Individual web members only.Addttlnd I pototy biochg to Irmne stobWty dv"conslrvctbn Is the tesponsbility of the etector.Additional peimonent biochg of the overoll Much" is the ponsbln tty of the bvoc*v designet.Foi geetd guidance iegordhg lobrkotion,qualty conhok stotoge,delivery,eimllon and btocing,'consull the Ovolity Standard,DSI-89 broc"Specltbattom and HID-91 nA/Totr� 9 �104�098 ��A'02��HIP s Type City Ply 1 1 Job Reference(optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:22:57 2005 Page 1 -2�1 6-1-6 12-0-1 1 17-0-0 —4 23-0-0 1 27-11-15 1 33-10-10 1 40-0-0 42 0 0 2-0-0 6-1-6 5-10-11 4-11-15 6-0-0 4-11-15 5-10-11 6-1-6 2-0-0 S.A.•1:71. 5.8 M1120= 6.7 6x8 M1120= 6.00 12 6 7 4x4 M1120�� 7-9 4.4 MIIZO, 3.6 M1120, 6 8 3x8 MII20, 4 6 7-1 71 9 2x4 M1120\\ 2x4 MON// 3 Si 5-16 8-15 13 10 14 12 y 2 11 d`1 1214 3x6 MII20= i6 17 16 15 14 13 3.6 MII20= 4.4 M1120= 34 M1120= 4x12 M1120= 5.8 M1120= 3x6 M1120= 4.4 M020- 1 8-10-8 18-1-4 121_10-12 31-1-8 40-0-0 8-10-8 9-2-12 3-9-8 9-2-12 8-10-8 Plate Offsets(X,Y):[6:0-4-0,0-1-13),[7:0-5-12,0-2-81,115:0-4-0.0-3-01 —--" LOADING(psf) SPACING 2-0-0 CSI DEFI, in (loc) 1/def! L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert( L) -0.17 16-18 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert( L) -0.25 16-18 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horzi TQ 0.02 15 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:212 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-5-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-16.7-15 REACTIONS(Ib/size) 2=774/0-3-8,15=2230/0-3-8,11=563/0-3-8 Max Horz2=-260(load case 6) Max Uplift2=-762(load case 5),15=-1480(load case 3),11=-647(load case 6) Max Grav2=837(load case 7),15=2230(load case 1),11=636(load case 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-1247/949,3.4=971!712,45=-904/721,55=-10/255,6-7=0/246,7-8=361 90,8-9=-395/430,9-10=-461/420,10-11=742/660,11-12=0/40 BOT CHORD 2-18=937/1096,17-18=-313/507,16-17=-313/507,15-16=-930/983,14-15=-257/322,13 4=-257/322,11-13=-412/633 WEBS 3-18=-349/567,5-18=-372/623,5-16=-709/802,6-16=379/355,7-16=-948/1210,7-15=-1 05/1199,8-15=-706/799,8-13=-373/625,10-13=-360/574 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;pz rtially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loa is. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 762 Ib uplifi at joint 2,1480 Ib uplift at joint 15 and 647 Ib uplift at joint 11. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type city ply 14098 A04 HIP 1 1 Job Reference(optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:22:59 2005 Page 1 2-0-0 6-11-12 i 13-0-0 19-6-10 " 27-0-0 33-0-4 1 40-0-0 42-0-0 2-0-0 6-11-12 6-0-4 6-6-10 7-5-6 6-0-4 6-11-12 2-0-0 sor.-t:71. 5X8 M1120- 5.00 12 3X8 Md2p= 5x10 MII20= 5 6 7 4-5 7d 5x10 M112N 5X10 M11201 34 17 6-17 15 7-1 A13 89 3 r 17 &13 12 it 2 10 yy �1 1t id 3x6 M1120= 16 17 16 15 14 13 12 3.5 MI120=\ 2x4 M112011 3.0 M1120= 8 M1120= 4x4 M1120= 2x4 U12011 4x5 MI120= 3.6 M1120= 5-3-4 1 13-0-0 21-9-12 21 V-12 27-0-0 34-8-12 40-0-0 5-3-4 7-8-12 8-9-12 1-0 5-1-4 7-8-12 5-3-4 Plate Offsets MY):: 4:0-4-0,0-3-0, 5:0-4-0,0-1-13,[710-7-0.0-2-4], 8:0-4-0,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEF1 in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert( L) -0.11 15-17 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert( L) -0.16 15-17 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.95 Horz( L) 0.02 10 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:203 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP HORD Sheathed or 5-3-3 oc purlins. BOT CHORD 2 X 4 SYP N0.2 BOT HORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEB 1 Row at midpt 7-15 REACTIONS(Ib/size) 2=785/0-3-8,15=2198/0-M,10=585/03-8 Max Horz2=212(load case 5) Max Uplift2=-761(load case 5),15=1602(load case 3),10=-666(load case 6) Max Grav2=828(load case 7),15=2198(load case 1),10=638(load case 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-1301/871,3-0=537/412,4-5=-533/431,5-6=-432/464,6-7=-464/966,7-8= 7/238,8-9=-68/205,9-10=-836/631,10-11=0/40 BOT CHORD 2-18=-799/1129,17-18=812/998,16-17=505/600,15-16=-505/600,14-15=-188/317,13- 4=-188/317,12-13=-379/554,10-12=-366/701 WEBS 3-18=0/253,3-17=-625!756,5-17=-179/250,6-17=-760/1097,6-15=-1203/1100,7-15=12 0/865,7-13=-277/456,9-13=-637/745,9-12=0/282 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;pa tially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loa Is. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 761 Ib uplift atjoint 2,1602 Ib uplift at joint 15 and 666 Ib uplift at joint 10. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard i Job Truss Truss Type qty Ply — 14098 A06 HIP 1 1 JobReference o tional 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:23:01 2005 Page 1 2-0-0 4-8-9 9-0-0 16-5-7 23-4-15 5 31-0-0 35-3-7 40-0-0 42-0-0 2-0-0 4-8-9 4-3-7 7-5-7 6-11-8 7-7-1 4-3-7 4-8-9 2-0-0 scr 1:71. 5x8 M1120= 06 M1120= 3.6 N 120= 3.8 M1120= 5x8 M1120= 4 4-6 6 6 7 68 6 5.00 F,2 2x4 M1120\\ \y�4 M1120 3 1 15 S. 7• 7.1 e 12 9 4 17 e 2 10 �1 ® 1114 3.8 M1205 17 18 1s 14 13 12 31 M1120= 4x4 M120= 3x6 M120= 6x6 M1120= 3.6 M1120= 3x12 M1120= 4x4 M1120= 9-0-0 1 14-3-10 21-10-12 2?-9-11 31-0-0 40-0-0 9-0-0 5-3-10 7-7-2 -1-15 8-11-5 9-0-0 Plate Offsets(X,Y):L2:0-3-0,0-1-81.[4:0-5-0.0-2-41,[8:0-5-0.0-241, 14:0-4-0,0-3-41,116:0-1-11 0-1 8 LOADING(psf) SPACING 2-0-0 CSI DEF in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert( L) -0.17 2-17 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert( L) -0.25 2-17 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.98 HorzL) 0.03 14 n/a n/a BCDL 5.0 Code FBC20011ANS195 (Matrix) Weight:194 Ib LUMBER BRA ING TOP CHORD 2 X 4 SYP No.2 TOPHORD Sheathed or 5-1-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT HORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEB 3 1 Row at midpt 5-14 REACTIONS(Ib/size) 2=866/0-3-8,14=2048/0-3-8,10=654/0-3-8 Max 1-1orz2=163(load case 6) Max Uplift2=-766(load case 5),14=-1647(load case 3),10=-666(load case 6) Max Grav2=882(load case 7),14=2048(load case 1),10=678(load case 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-1363/1023,3-4=1088/846,4-5=-606/680,5-6=-623/950,6.7=-623/950,7- =-501/503,8-9=-585/463,9-10=-8691770,10-11=0/40 BOT CHORD 2-17=917/1222,16-17=-579/983,15-16=-579/983,14-15=-198/360,13-14=-613/572,12- 3=-613/572,10-12=-529!768 WEBS 3-17=274/445,4-17=-118/331,4-15=-49M96,5-15=-227/517,5-14=-1498/1321,7-14=-1 004/1012,7-12=-796/1184,8-12=-154/310,9-12=-287/459 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loa Is. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 766 Ib uplift at joint 2,1647 Ib uplift at joint 14 and 666 Ib uplift at joint 10. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard v G i Job Truss Truss Type Qty Ply 14098 HJ5 JACK 2 1 Job Reference o fional 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:24:10 2005 Page 1 j i -2-9-15 3-10-5" 7-0-14 2-9-15 3-10-5 3-2-8 Scde:3M'•, 3 3.54,2 2 � / 24 _ 4 1 W.1120= 3-10-5 7-0-14 3-10-5 3-2-8 LOADING(psf) SPACING 2-0-0 CSI VEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 1 fert(LL) -0.10 2-4 >831 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 ert(TL) -0.15 2-4 >554 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 orz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:26 lb LUMBER RACING TOP CHORD 2 X 4 SYP No.2 OP CHORD Sheathed or 7-0-14 oc pudins. BOT CHORD 2 X 4 SYP No.2 OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=182/Mechanicai,2=378/0-5-11,4=120/Mechanical Max Horz2=242(load case 3) Max UplifCi=-295(load case 3),2=-440(ioad case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42,2-3=-102/35 BOT CHORD 2-4=0/0 NOTES (6-7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp ;partially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ii a loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 lb uplift at joint 3 and 440 Ib uplift at joint 2. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back B). 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=54 Trapezoidal Loads(plf) Vert:2=3(F=25,B=25)4o-3=-95(F=-21,B=-21),2=-0(F=15,B=15)-to-4=-53(F=-12,B=-12 Job Truss Truss Type Qty Ply 14098 EJ5 JACK 4 1 E Job Reference optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:24:09 2005 Page 1 s -2-0-0 5-0-0 3 2-M 5-0-0 or.=1:u. s.00 rz 111 z / 24 1 4 214 M1120= 5-0-0 —I 5-0-0 LOADING(psf) SPACING 2-0-0 CSI C EFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 rt(LL) -0.03 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 rt(TL) -0.04 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 F orz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20011ANSI95 (Matrix) Weight:19 Ib LUMBER E RACING TOP CHORD 2 X 4 SYP No.2 IDPCHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 EOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=103/Mechanical,2=343/0-3-8,4=72/Mechanical Max Horz2=258(load case 5) Max Uplift3=-181(load case 5),2=367(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-89/31 BOT CHORD 2.4=0/0 NOTES (5-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp ;partially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other IN loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 Ib plift atjoint 3 and 367 Ib uplift atjoint 2. 5)This truss has been designed specifically for Turbo Web 6)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 14098 D02 HIP 1 7Job Reference(optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:24:08 2005 Page 1 -2-0-0 7-0-0 9-0- 16-0-0 18-0-0 2-0-0 7-0-0 2-0 7-0-0 2-0-0 x.le.1 :32 .� 4x8 M1120= 4x8 M1120= 3 4 5.00 12 5 2 3xI M1120= 214 M112011 2x4 M112011 3.4 M1120= \ 1 7-0-0 9-0- 1 16-0-0 T 7-0-0 2-0- 7-0-0 Plate Offsets MY):[3:0-4-8,0-2-01, 4:0-4-8,0-2-0 LOADING(psf) SPACING 2-0-0 CSI DFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 V rt(LL) 0.22 2-8 >855 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 V rt(TQ 0.20 2-8 >966 180 BCLL 10.0 Rep Stress Incr YES WB 0.07 H)rz(TL) -0.02 5 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:64 Ib LUMBER B RACING TOP CHORD 2 X 4 SYP No.2 T P CHORD Sheathed or 5-8-13 oc pur ins. BOT CHORD 2 X 4 SYP No.2 B T CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=776/0-3-8,5=776/0-3-8 Max Horz2=139(load case 5) Max Uplif12=-976(load case 5),5=-976(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-1068/1138,3-4=-924/1144,4-5=-1068/1138,5-6=0/40 BOT CHORD 2-8=-938/916,7-8=-942/924,5-7=-931/916 WEBS 3-8=-227/223,4-7=-227/223 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 976 Ib t plift atjoint 2 and 976 Ib uplift at joint 5. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Oty Ply 14098 CJ5 JACK 3 8 1 Job Reference(optional) 1 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:24:07 2005 Page 1 6 8 -2-0-0 5-0-0 2-0-0 5-0-0 i j 2 / IV z. 4 1 2R4 M1120= 5-0-0 5-0-0 LOADING(psf) SPACING 2-M CSI DFL in (loc) udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vi rt(LL) -0.03 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vi rt(TL) -0.04 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 H rz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:19 lb LUMBER B tACING TOP CHORD 2 X 4 SYP No.2 T P CHORD Sheathed or 5-M oc purlins. BOT CHORD 2 X 4 SYP No.2 B T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=103/Mechanical,2=343/0-3-8,4=72/Mechanical Max Horz2=258(load case 5) Max Uplift3=181(load case 5),2=-367(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-89/31 BOT CHORD 2.4=0/0 NOTES (5-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp Q partially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 Ib u lift at joint 3 and 367 Ib uplift at joint 2. 5)This truss has been designed specifically for Turbo Web 6)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 14098 a 1 JACK g 12 1 I Job Reference(optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:24:03 2005 Pagel 0 -2-0-0 9 1-0-0 r 2-0-0 1-0-0 2 5.00 12 / J / 13 / 4 2.4 M1120= 1 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DFL in floc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 V (LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 V (TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 H rz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:7 Ib LUMBER BI tACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS(Ib/size) 3=-90/Mechanical,2=266/0-3-8,4=14/Mechanical Max Horz2=114(load case 5) Max Uplif13=90(load case 1),2=-417(load case 5) Max Grav3=169(load case 5),2=266(load case 1),4=14(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-60/71 BOT CHORD 2.4=0/0 NOTES (5-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C partially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live oads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib up ft at joint 3 and 417 Ib uplift at joint 2. 5)This truss has been designed specifically for Turbo Web 6)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 14098 B04 HIP 1 1 Job Reference(optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:23:512005 Page 1 5-6-14 11-6-12 17-0-0 19-0-0 _ 24-5-4 30-5-2 36-0-0 X38 5-6-14 5-11-14 5-5-4 2-0-0 5-5-4 5-11-14 5-6-14 2-0-0 S.W.-1,621 5x8 MIIM 5x8 MIIM- 5 6 5.00 F12 35/ \ 8-0 3x6 MIIM� / \ 3x6 MIIM, 3.6 MIIM'- 4 7 3 8 MIMI 3 \ \ B 19 2x4 M1120\� \ 2x4 MIIM// 4- / 4-15 7-14 12 9 17 F11 i \ X10 $ 3x6 MII20= 17 16 14 14 13 12 3x6 MII\� 4.4 MII20= 3.6 M1120= 4.4 M1120= 4.4 MIIM= 3x6 M112D= 4x4 M1120= 9-1-5 17-0-0 1 19-0-0 i 26-10-11 36-0-0 _� 9-1-5 7-10-11 2-0-0 7-10-11 9-1-5 Plate Offsets(X,Y):11:0-4-2.0-1-81,15:0-4-0,0-1-13,[6:0-4-0,0-1-13],[8:0-0-0,0-0-0],[10:0-4-2,0-1-8] LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(L ) 0.38 15-17 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert( ) -0.44 12-14 >984 180 BCLL 10.0 Rep Stress Incr YES WB 0.72 Horz( L) 0.13 10 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:183 Ib LUMBER BRA ING TOP CHORD 2 X 4 SYP No.2 TOP HORD Sheathed or 3-1-8 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT HORD Rigid ceiling directly applied or 3-10-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=149610-3-8,10=1619/0-3-8 Max Horz1=-283(load case 6) Max Upliftl=-1135(load case 5),10=-1328(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-3235/2484,2-3=-2936/2156,3-4=-2861/2167,4-5=2099/1581,5-6=-1893/1537,6-7 2100/1594,7-8=2837/2111,8-9=-2912/2100,9-10=3197/2404,10-11=0/40 BOT CHORD 1-17=-2364/2941,16-17=-1727/2418,15-16=-1727/2418,14-15=1099/1893,13-14=-143 2408,12-13=-1438/2408,10-12=2019/2900 WEBS 2-17=-342/584,4-17=-310/537,4-15=-750/843,5-15=-424/596,6-14=-423/599,7-14=737 820,7-12=-266/513,9-12=-318/542 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;pa tially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loa(s. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1135 lb uplif atjoint 1 and 1328 Ib uplift atjoint 10. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard ) I t ) Job Truss Truss Type city Ply 14098 BO6 HIP 1 1 Job Reference(optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:23:53 2005 Page 1 6-11-12 13-0-0 18-2-4 -0-0 29-0-4 36-0-0 6-11-12 6-0-4 5-2-4 9-12 6-0-4 6-11-12 2-0-0 Sc4N•1:82. 5x8 M1120= 4,515,11120= 5.8 M1120= 3 4 5 54i 5.00 12 5x10 MI120� 4.4 M1120 is 1 41 12 12 87 2. 2-13 7-1 10 1 \ \ 5 15 14 13 12 11 10 3x5 \�J 3x5 M1120= M1120= 2x4 M112011 4.0 M1120= 3x12 M1120= 2x4 M112011 4.8 M1121= 4x5 M1120= 1 5-3-4 13-0-0 _ 23-0-0 30-8-12 36-0-0 5-3-4 7-8-12 10-0-0 7-8-12 5-3-4 Plate Offsets X Y: 1:0-4-2,0-1-8,[3:0-4-0,0-1-131, 5:0-4-0,0-1-13,[6:0-4-0,0-3-0], 8:0-4-2,0-1-8 LOADING(psf) SPACING 2-M CSI DEFL in (Icc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert( ) -0.38 12.13 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert( ) -0.55 12-13 >779 180 BCLL 10.0 Rep Stress Incr YES WS 0.51 Horz( L) 0.14 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:178 lb LUMBER BRA ING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-1-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT cHORD Rigid ceiling directly applied or 3-11-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=1496/0-3-8,8=1619/0-3-8 Max Horzl=-234(load case 6) Max Upliftl=1076(load case 5),8=-1268(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-3325/2286,2-3=-2566/1932,3-4=-2325/1866,4-5=2319/1849,5-6=-2555/1914,6-7 2559/1895,7-8=327812212,8-9=0/40 BOT CHORD 1-15=-2062/2991,14-15=-2057/2857,13-14=-2057/2857,12-13=-1639/2429,11-12=-191 2823,10-11=-1912/2823,8-10=-1901/2945 WEBS 2-15=10/258,2-13=-615/788,3-13=-356/655,4-13=-300/254,4-12=-312/276,5-12=-376/ 62,7-12=-586/732,7-10=0/235 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;p 'ally;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. ) 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loa Is. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1076 Ib upli t at joint 1 and 1268 lb uplift atjoint 8. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 14098 B08 HIP 1 1 JobReference(optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:23:55 2005 Page 1 1-2-0-0 4-8-9 9-0-0 1 14-10-12 20-11-1 " 27-0-0 , 31-3-7 36-0-0 38-0-0 2-0-0 4-8-9 4-3-7 5-10-12 6-0-5 6-0-15 4-3-7 4-8-9 2-0-0 S,"-1.641 5.8 MI120= 5x8 M1120= 4x0 MII20= 3x6 MII = 4x4 MI120= 4 46 5 6 7 8 5.0012 D14 M1120\\ 2x4 MI120// 3 1' 6-16 14 ]- -12 1 9 1j 11 2 / \ 10 } 3z6 M1120= 16 15 14 13 12 3x6 M1120==\�\JJ 3.10 M1120= 44 WIN- 4.4 M1120= 4x6M1120= 3.12 MII20= D �. 9-0-0 17-10-14 _- � 27-0-0 36-0-0 —I 9-0-0 8-10-15 9-1-1 9-0-0 Plate Offsets(X,Y):[2:0-4-2,0-1-81,14:0-5-0.0-2-41,[8:0-5-0,0-2-4],[10:0-4-2,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(L ) 0.49 14 >878 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert( ) -0.5812-14 >739 180 BCLL 10.0 Rep Stress Incr YES WB 0.82 Horz( L) 0.16 10 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:173 Ib LUMBER BRA ING TOP CHORD 2 X 4 SYP No.2 TOP GHORD Sheathed or 3-2-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1616/0-3-8,10=1616/0-3-8 Max Horz2=163(load case 5) Max Uplift2=-1278(load case 3),10=-1278(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-3188/2484,3.4=2946/2314,4-5=-2713/2224,5-6=-3514/2896,6-7=-3514/ 896,7-8=2716/2226,8-9=-2949/2315,9-10=-3188/2483,10-11=0/40 BOT CHORD 2-16=2176/2889,15-16=-2637/3405,14-15=-2637/3405,13-14=-2649/3418,12-13=-264 3418,10-12=-2167/2889 WEBS 3-16=229/433,4-16=-507/821,5-16=-918/831,5-14=-14/225,7-14=0/205,7-12=922/837 8-12=-498/816,9-12=-2251432 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;pa 'ally;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1278 Ib uplilt at joint 2 and 1278 Ib uplift at joint 10. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard X Job Tru�--��Kr,'NGPOST s ss Type =" J. 14098 C0 b Reference(optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:23:58 2005 Page 1 -2-0-0 8-3-0 16-6-0 1� 8-6-0 Ta 2-0-0 8-3-0 8-3-0 2-0-0 Seat•1:32. 6x5 MII20= 4 5.50 12 \\ 24 46 49 3.4 M1120\\ / 0.1 41 3x4 M1120 5 / 6 / 5x10 MII2l1= 3x4 MII20 3.4 M11201 7 9 5 C j 3.4 MII20= 5x10 MII20= t 8-3-0 �—. 16-6-0 8-3-0 8-3-0 Plate Offsets X,Y: 2:04-8,0-3 4, 6:0 48,0-3 4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(L ) 0.24 2-9 >805 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(I 0.21 2-9 >929 180 BCLL 10.0 Rep Stress Incr YES WB 0.09 Horz( L) -0.03 6 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:88 Ib LUMBER BRA ING TOP CHORD 2 X 6 SYP No.2 'Except" TOP HORD Sheathed or 6-0-0 oc purlins. 1-3 2 X 4 SYP No.2,6-7 2 X 4 SYP No.2 BOT HORD Rigid ceiling directly applied or 5-7-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 gg B REACTIONS(Ib/size) 2=797/0-3-8,6=797/0-3-8 I fi Max Horz2=142(load case 5) Max Uplifi2=-1016(load case 5),6=-1016(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1.2=0/40,2-3=-1173/1294,3-4=-1173/1338,4-5=-1173/1336,5-6=1172/1293,6-7=0/40 BOT CHORD 2-9=-1163/1083,8-9=-1163/1083,6-8=-1163/1083 WEBS 4-9=-290/276 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;p 'ally;MWFRS gable end zone;porch left and right exposed;Lumber DOL=1.33 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 fice),see MiTek"Standard Gable End Detail" 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loa Is. 5)All plates are 2x4 M1120 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1016 Ib upli t at joint 2 and 1016 lb uplift at joint 6. 8)This truss has been designed specifically for Turbo Web 9)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard �p gjg R Job Truss Truss Type Qty Ply 14098 B03 COMMON 3 1 FJobeference o lienal 6.100 5 Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:23:49 2005 Page—11 6-4-12 1 11-10-9 1 18-0-0 25-8-13 33-0-0 6-4-12 5-5-13 6-1-7 7-8-13 7-3-3 sir.-1:ss. 4x M1120= 5 5.00 12 / \ 35 `s7 4.6 M11201 4 9I 3x6 MII20� 3x4 M1120i g 6 3.4 M11201 1 7 3 rE 2.4 M1120\\ 2 4.4 4.12 7'6 13 6.6 MII20� 11 � 1 3x6 MI120% 14 13 12 11 10 4.4 M1120= 3x4 M1120= 3.0MII20= 3.4 M1120= 4x6 M1120= 3.5 M112011 g-g-7 18-0-0 26-9-4 33-0-0 1 9-8-7 8-3-9 8-9-4 6-2-12 Plate Offsets(X,Y):[1:0-3-0,0-1-81, 8:0-3-0,0-1-12 DEF -- LOADING(psf) SPACING 2-0-0 CSI in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert( L) -0.31 1-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert( L) -0.45 1-14 >868 180 BCLL 10.0 Rep Stress Incr YES WB 0.83 Horz TL) 0.09 9 n/a We BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:167 Ib LUMBER B ING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-1-11 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. WEBS 2 X 4 SYP No.3 'Except* WEIS 1 Row at midpt 6-12 8-9 2 X 4 SYP No.2 REACTIONS(Ib/size) 1=1374/0-3-8,9=1374/0-3-8 Max Horz 1=298(load rase 5) Max Upliftl=-1068(load case 5),9=-1028(load case 6) r FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2869/2244,2-3=-2576/1958,3-4=-2512/1975,4-5=-1718/1352,5-6=-1746/1374,6- =-1909/1475,7-8=-2039/1463,8-9=-1287/1032 BOT CHORD 1-14=-2240/2601,13-14=-1639/2098,12-13=-1639/2098,11-12=-1287/1842,10-11=-12 7/1842,9-10=-249/222 WEBS 2-14=-355/584,4-14=-345/551,4-12=-759/830,5-12=-585/877,6-12=-436/573,6-10=-1 /283,8-10=-1009/1633 NOTES (5-6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;p irfially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live tods. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1068 Ib up It at joint 1 and 1028 Ib uplift at joint 9. 5)This truss has been designed specifically for Turbo Web 6)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard @G fi j gI i Job Truss Truss Type Qty Ply 14098 B01 COMMON 2 EJob renceo tional 6.100 s Aug 25 2004 Mil ek Industries,Inc. Mon Jan 10 23:23:08 2005 Page 1 64-12 11-10-9 18-0-0 24-1-7 29-7-4 1 36-0-0 38-0-0 6-4-12 5-5-13 6-1-7 6-1-7 5-5-13 6-4-12 2-0-0 Scab-181. 5x5 MII20= 5 5.00 f 12 3.5 5.7 4x5 M1120i j 4x8 M1120� \_ 8 3.6 NO' 4 1 3.6 M11201 1 PX$$ 7 3 2z4M1120\\ / 20M1120// 2 4 / d-13 613 11 8 13 -15 & -10 414 / \ 9 1 ®\ .N \10I 1/ 15 14 13 12 11 3.6 M1120= 3x8 M1120= 4z4 MII20= 3.6 MII20= 3210 MII20= 3.8 MII20= 4.4 MII20= 9-8-7 18-0-0 _ 26-3-9 36-0-0 9-8-7 8-3-9 8-3-9 9-8-7 Plate Offsets(X,Y):[1:0-4-2,0-1-81,[7:0-0-0,0-0-U], 9:0-4-2,0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEF in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert L) -0.34 1-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert TQ -0.49 1-15 >868 180 BCLL 10.0 Rep Stress Incr YES WB 0.84 Hon TL) 0.13 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:175 Ib LUMBER BRJ,CING TOP CHORD 2 X 4 SYP No.2 TOF CHORD Sheathed or 2-11-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BO CHORD Rigid ceiling directly applied or 3-8-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=1496/0-3-8,9=1619/0-3-8 Max Horz1=-295(load case 6) C Max Upli tl=-1148(load case 5),9=-1340(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-3177/2443,2-3=-2890/2161,3-4=-2827/2178,4-5=-2024/1574,5-6=-2024/1586,6 =-2807/2126,7-8=-2868/2116,8-9=-3145/2373,9-10=0/40 BOT CHORD 1-15=-2321/2883,14-15=-1729/2389,13-14=1729/2389,12-13=-1451/2380,11-12=-14 112380,9-11=-197512848 WEBS 2-15=-347/575,4-15=-340/553,4-13=-763/844,5-13=-789/1159,6-13=-751/821,6-11=- 98/530,8-11=327/539 NOTES (5-6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;1 artially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Ic ads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1148 lb ul lift at joint 1 and 1340 Ib uplift at joint 9. 5)This truss has been designed specifically for Turbo Web 6)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type ��.b�Rfge 14098 A11 HIP nce o tional6.100 s ug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:23:06 2005 Page 1 -2-0-0 6-10-5 12-10-13 19-5-13 f 27-1-3 31-8-2 36-M 2-0-0 6-10-5 6-0-8 6-7-0 7-7-6 4-6-15 4-3-14 6caN:M,6•„ 5x6 M1120= 5.10 MUD= 4x4 M1160- 5.00 F12 5 g 7 4-5 3x8 M11201 3r4M1120� 4x4 M11201, 6 3 4 1 614 3 7.13 71 3x4 MI12011 10 9 11 3-id ky \ 1 di 3z8 M112/1= 16 15 14 13 12 11 10 2,4 M112D 11 3x8 M1120= 4x4 NO 3.6 M1120= 40 M1120= 7.6 MII20= 3x8 M112D= 5-0-13 12-10-13 20-6-3 27-1-3 1 36-0-0 5-0-13 7-10-0 7-7-6 6-7-0 8-10-13 Plate Offsets X Y:[2:0-4-2,0-1-81,[5:0-5-0,0-2-41, :0-6-8,0-2-0 _ LOADING(psi) SPACING 2-0-0 CSI DEF L in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.80 Vert LL) 0.29 13-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert TL) -0.39 14-16 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.89 Ho TL) 0.12 10 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:192 lb LUMBER B CING TOP CHORD 2 X 4 SYP No.2 TO CHORD Sheathed or 3-2-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 SO CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 2 X 4 SYP No.3 •Except* WE S 1 Row at midpt 6-14 9-10 2 X 4 SYP No.2 4 a REACTIONS(Ib/size) 2=1619/0-3-8,10=1496/0-3-8 Max Horz2=336(load case 5) Max Uplift2=-1264(load case 5),10=-1105(load rase 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-3299/2275,3-4=-2564/1975,4-5=-2558/1994,5-6=-2326/1927,6-7=-24 2061,7-8=-2089/1672,8-9=-249/136,9-10=-208/203 BOT CHORD 2-16=-2114/2964,15-16=2139/2826,14-15=-2139/2826,13-14=-189612487,12-13=-1 6/1895,11-12=-1366/1895,10-11=-1165/1530 WEBS 3-16=0/252,3-14=-574!718,5-14=346/629,6-14=-365/291,6-13=-311/421,7.13=-595 83,7-11=-71/207,8-11=-270/533,8-10=-1771/1468 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. S 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live I ads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1264 Ib uplift atjoint 2 and 1105 lb uplift atjoint 10. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty PIY 14098 A09 HIP 1 1 Job R�eference(optional) 6.100 s Aug 25 2004 MiTek Industries,Inc. Mon Jan 10 23:23:04 2005 Page 1 r -2-0-0 6-0-8 11-4-14 16-10-13 23-1-3 30-2-13 36-0-0 2-0-0 6-0-8 5-4-6 5-5-15 6-2-6 7-1-9 5-9-4 Scab:Y16'•1 SXS M1120= &7 SX10M1120= 8 7 5.00 12 4 \ 40 MII20-% J 3X6 M1120-- 7-3x6 M1120 S 4 � 1 7-14 1 2x4 M1120\\ / 658 MI1201 1 9 4 / 91UJ 1 yy 2 v1 3xS M1120= 16 15 1/ 13 12 71 10 4.4 M1120= 3X6 M1120= 3X12 M1120= 4.4 M1120= 1X6 M1120= 3XS M112011 US M1120= 8-9-15 + 16--10-13 23-1-3 30-9-0 36-0-0 8-9-15 8-0-14 6-2-6 7-7-13 5-3-0 Plate Offsets(X,Y)7 12:0-4-2,0-1-81,16:0-4-0,0-1-13], :0-6-8,0-2-0 _ LOADING(psf) SPACING 2-0-0 CSI DEF in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.87 Vert L) 0.27 14-16 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert L) -0.37 14-16 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.65 Ho TL) 0.10 10 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:198 Ib LUMBER BIV CING TOP CHORD 2 X 4 SYP No.2 TOF CHORD Sheathed or 3-3-10 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BO CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 2 X 4 SYP No.3 'Except' WEI IS 1 Row at midpt 7-14,8-13 9-10 2 X 4 SYP No.2 REACTIONS(Ib/size) 2=1619/0-3-8,10=1496/0-3-8 Max Horz2=384(load case 5) Max Uplift2=-1324(load case 5),10=-1070(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-3193/2346,3-4=-2941/2133,4-5=-2877/2142,5-6=-2114/1601,6-7=-191 /1554,7-8=-2000/1493,8-9=-1940/1362,9-10=-1429/1069 BOT CHORD 2-16=-2340/2880,15-16=-1818/2412,14-15=-181812412,13-14=-1117/1781,12-13=-12 6/1780,11-12=-1206/1780,10-11=-100197 WEBS 3-16=-2941497,5-16=-304/529,5-14=-673f772,6-14=-301/486,7-14=-278/346,7-13=-1 01247,8-13=-811287,8-11=-371/428,9-11=-1126/1743 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;I artially;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Ic ads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1324 Ib u lift at joint 2 and 1070 Ib uplift at joint 10. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030449 Date 5/31/05 Property Address . . . . . . 469 SARGO RD Tenant nbr, name . . . . . . INSTALL A/C & A/H Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------------- -------- ------------------------ CP BUILDERS AIR FLOW DESIGNS INC 469 SARGO ROAD 5615 ST.AUGUSTINE ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (907) 398-0831 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PER IT Additional desc Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged P' id Credited Due ----------------- ---------- ---- ----- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 E PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF TLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN DES. C RUffiDING.OFFICIAL ,3 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION or; 04 -- 2 c to Date: Property Address: `i 0 o ul 0 �� Owner: Q. {�J U 1 Telephone #: Z—3700 S Contractor: 1Jv .S i rlg Telephone#: Contractor Address: ac 15 l.0 Fax#: '73 )jgL13 In consideration of permit given for doing the work as described in the above stE tement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of —good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: LP Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space Recessed �entral _Floor 0/ Residential ❑ Air Conditioning: Room V Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity 4Y cfm _/ L3 Refrigeration New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) /' 13 Tanks (Number) 19/ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel Cl Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENS01 LIS Approving. Number Units Description Model# Wanufacturer Ton's Agency C000 Z CA r y-ey 3 .S 0 .0 HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 1 Alt Ca M OV D "'7.2- TANKS '7•Z.TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole.Road•Atlantic Beac ,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845• http://www.cLatiantic-beach.fLus , imp, s �.. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04- 0029293 Date 11/17/04 Property Address . . . . . . 469 SARGO RD Tenant nbr, name . . . . . . TOTAL STRUCTURE DEMO Application description . . . DEMCLITION Property Zoning . . . . . . . TO EE UPDATED Application valuation . . . . 0 Owner Contractor - - ---------- ------------ --- --- ------------------ GREEN, OTIS ECONOWASTE INC . 469 SARGO ROAD 3110 DESALVO ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 642-5475 ------- --------------- ----- ---------- ---------- ----------- Permit . . . . . . DEMOLITION PE MIT Additional desc . . TOTAL STRUCTU E DEMOLITION Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due -------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 w PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY C F ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING r 6�t LN I aur 20 04 10: 19a Information Systems 247-5845 p. 2 f r ' sa � r CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION SJR Date: Job Address: I r Owner of Property: Address: Telephone: Legal Description: Block Number: Lot Number: a Zoning District: L _ Contractor: .-t� c State License Number:)-, ul Contractor's Address: l� �-` a 4L Telephone: )t Eq S� 4-T —Qof 7- i. ec— ,Describe proposed use and work to be done: �tJ Present use of land or building(s): Is approval of Homeowner's Association or other private entityrequired? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any of fill material or the removal of any trees? 'N'0. Applicant certifies that no change in site grade or fil I material will be used on this project ❑YES. See Step 2 below. -Approval of the Public Works De 3artment is required prior to issuance of a Building Permit. 219'0, Applicant certifies that no trees will be removed for this project ❑ YES. Removal of Trees will be required for this projeci 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 aatrroeri-3 Incomplete applications may result in delay in issuance of permit STEP 1. Attach Tree Removal Application if trees arc to be removed or reloc ated. 1 hereby certify that all information provided with this application is correct. Signature of Owner ✓ Date: I hereby certify that I have read and examined this application and know he same to be true and correct. All provisions of the taws and ordinances governing this type of work will be complied with, whether spec fled herein or not. The!ranting of a permit does not presume to give authority to violate or cancel the provisions ofany federal,state or local i ules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the propertyI understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting dat&have been or shall be provided as required. 800 Seminole Road •Atlantic E each, Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)24"-5845 -http://www.ci.stiantic-beach.fLus Page l Revised 1/14:03 I .,..,i 20 04 10: 20a Information Systems "' 247-5845 p. 3 Signature of Commctor: Date: Address and contact information f person to receive all correspond-nee regarding this application(please print). Name: 1+�. I Mailing Address: U Telephone: Fax: �� '"l E-Mail:_ t U x AS TO OWNER: '— Sworn to and subscribed before me this day of ��"�� 20_ State of Florida,County of Duval Notary's Sign tur : Jem#W Fawaka C'0f11f11�t11i011 �D0< Personally known Ffir68$eplenlber 16,3008 Produced identification WoR Type of ic entification produced AS TO CONTRACTOR Sworn to and subscribed before me this I(L- day of d�`�""a'r ,20 _W. State of Florida,County of Duval .. .. Notary's Sign tur Personall3 known Produced identification n fer f:aIrck th Type of i tifieation produced g0CE:)on rnittsion#DOW709 es September 16,2008 fin-ft"not ft.IMM-Me 1 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)2 7-5845 •http://www.ci.atlantic-bemcb.il.us Paae 2 Rcvi=d 1/14/03 CITY OF ATLANTIC BEACH r BUILDING AND PLANNING k. °s \ zs 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 '� S} TELEPHONE:(904)247-5800 =+ FAX: (904)247-5845 http://ci.atlantic-beach.fl.us Liam S. O'Meallie Friday, May 14, 2004 4461 Beverly Ave. Jacksonville, Fl. 32210 Subject: 469 Sargo Rd. —Owner Mr. Otis Green Dear Sir, This letter is a reply to your letter dated May 5, 2CO3 pertaining to the fire damaged structure at 469 Sargo Rd. You requested a formal determination as to wheth r or not the City of Atlantic Beach will require the entire structure to be brought up to code. Per section 101.4.1 Standard Existing Housing Code, ".... The building official hall determine, subject to appeal to the Board of Adjustments and Appeals the extent, if y, to which the existing building shall be made to conform to the requirements of the Fl 'da Building Code for new construction."The building department has deterniined that any structures that have a repair costs that exceed 50% of the value of the st cture, shall cause the entire structure to be upgraded to meet or exceed the code in effect at the time of permitting the repairs. Enclosed is a copy of the Duval County Property ppraisers value at $79,751.00. The property appraisers rolls are purported to be at 9001,'o of actual property value. The actual value would then be placed at $88,611.00. 50% of the actual value would be $44,305.50. Your estimate of$64,000+is well beyond the 500A threshold, therefore the property will have to be brought into compliance with the Florida Building Code. We will accept an updated appraisal from an approved appraiser to determine the value of the structure. Please contact me at (904) 247-5826 or by e-mail t dfordgcoab.us if you have any questions. Sincerely, CC-�,.r C Don C. Ford C O Building Official Cc:File Page 1 of 1 a Duval County Property Appraiser-Parcel Summary Page 1 of 2 n, in ax �I comae: searut 4 net CMiocal'0,''ebsile �+the City of Jackson"As.%j da Property Appraisser Home> Departments > Property Appraiser> Duval CountyDatabase Search Parcel Information Owner's Name: GREEN , OTIS Real Estate Number: 171497 0000 Secondary Name: Property Address: 469 SARGO RD Mailing ddress: 469 SARGO RD City: ATLANTIC BEACH ATLANTIC I EACH , FL Zip: 32233 Zip: 32233-3815 Unit Number: 2004 Ex 3mpt Value: $25,000.00 PARCEL DESCRIPTION Property Use: 0100 SINGLE FAMILY Sale Da e: 1/9/1973 Legal Description: 31-16 38-2S-29E R/P OF PT OF ROYAL PALMS UNIT 2A LOT 2 BLK 17 Sale Price: $17,766.00 - CAROLYN G 0/R BK 3452-713 Neighborhood: 943807 ROYAL PALMS Section/Township/Range: 17-2S-29E No. Buil ings: 1 Official Record Book and Page: Heated Area: 1276 03452-0713 Map Panel: 556A4 Exterior Wall: CONCRETE BLOCK VALUES AND TAXES FROM 2003 CERTIFI D TAX ROLL Land Value: $26,880.00 Taxing uthority: USD3 Class Value: $0.00 County ax: $179.15 Improvements: $52,871.00 School ax: $233.61 Market Value: $79,751.00 District ax: $83.14 Assessed Value: $52,355.00 Other T x: $13.69 I r l,rr„•//�„„�� „o+/„ ../AFItiCL��„�RF1�TiTl�f_171d47�(1llh(1 c/1d/7AAA LIAM S. O'MALLIE FLORIDA PUBLIC kDJUSTER 4461 Beverly Avenue, Jac onville, FL 32210 Phone: (904) 607-5426 F : (904) 249-9199 May 05, 2004 r Mr. Don Ford �_ C -rz. Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 RE: 469 Sargo Road - Residence of Mr. Otis Gree Dear Mr. Ford, As you know, the Green's.residence was damaged by fire on 3/18/04. The current planned cost of repairs as approved and confirmed by Mr. Green's insurance benefits is in excess of $64,000 (see attached estimate). This repair estimate s the value to repair the structure as is, without any code upgrades. This estimate is slightly L ndervalued, as it is missing any cost for electrical and plumbing repairs which remain to be de ermined. We would like a formal determination from you as to whether or not the City of Atlantic Beach will require this entire structure to be brought up to code due to the extent or value of planned repairs. For our records, we request a written response to the rner. Sincerely, /Tiam ' 'Zl�lie 05/03/2004 13:36 9047241490 D.R.WI Utrbp CUW5 I KUV i t ritu= nZ D.R.WOODS CONSTRUCTION,INC. 8521LNE A'VE.21 1 f JACKSSO STATE N 90 n4-442 $ FAX0 3/28N 8 Estimate: 59.0914-533 �.� Claim Number: 59-C999-999 Ynsured: Orem.Otis Policy Number. 00-00-0000-0 Property: 469 SaW Rd Type of Loss: Fire Atlas be Beach,FL 32233 Deductible: $0.00 Daughter. (904)270-2291 Price List: FUASRA1 Restoration/Servireftmodcl with Service Charges Waken Out Date of Loss: 3/1&2004 Date Inspected: 3/19/2004 Summary for Fire Line Item Tatal 51,757.8 i Mataial Sales Tag 7.000°A x 23,21180 1,624.81 Replacement Cost Value 1 53,376.70 Less Depreciation ; (000 Actoal Cash Value(ACV) 53,376.70 Overhead e@ 10.0% x 53,37670 513311.61, Profit (j 10.0% x 53,37670 5,337.67 Actual Cash Value(including Overhead and Profit) 64,.04 Less Deductible (0.0o Net Actual Cash Valu Payment $64,052-04 Lori Robinson (904)443-4566 ALL AMOUNTS PAYABLE ARE SUBJECT TO THE TI DRMS,CONDITIONS AND LIMI'T'S OF YOUR POLICY. Directions: East on Atlantic.Cao North on Mayport Rd.Tum right on Plaza and Rigbt on Swgo Rd.House is on the lek A-U U401-6-611 SID D52,- q Vf IM I CtYl 05/03/2004 13:36 9041•141GSH L.n.WLAW . . . -. -- D.R.WOODS CONSTRUC'JON,INC. Green,Otis 05/03/2004 59-C914533 s Room:Dca LiKWYH 19110" x 11111"x 8'3" 50$.75 SF Walls 218.17 SP Ceiling 726.92 SF Walls do Ceiling 218.17 SF Fbor 24.24 SY Flooring 61.67 LF Floor Perimeter 163.63 SF Long Well 90.75 SF Short Wal 61.67 LF Ccil.Perimewr CAT SELF DESCRIPTION VARIQUAN QUAN UNIT REMOVE REPLACE 'TO'TAL DRY 1/2 & R&R 11/1"drywall-hung,taped,floated,ready for paint C Z 18.17 SF 0.17 1.28 316.34 DRY TEX+ *+ Replace Texture drywall-beov V hand texture-crowfoot C• 718.17 gF 0.56 122.17 FRM ACIA- - Remove AC plywood-1/Z" C 2118.117 SF 0.17 37.09 FR1Y1 ACIA & R&R AC plywood-1/2" 3; 33.00 SF 0.17 1.82 63.63 FM ARCADD + R.eplaee Additional labor charge for Arched openings 1 1.00 EAS 41.92 41.92 mi m J4SF5' & R&R Joist•floor or ceiling-U -w/blocking-24"of C 218.17 9F 0.15 0.53 148.36 YNT ATTIC + Seal attic framing for odor contr il C 218.17 SF OAS 104.72 PNL AV & R&R Paneling W.LW 345.13 9F 0.14 1.46 552.20 MAS BRXr & R&lt This brick veneer LW 163.63 SF 0.86 5.00 958.85 WDA S & R&R Aluminum window,single hung 9-12 sf 3 3.00 EA 10.44 124.26 404.10 DOR X_ & R&R Exterior door-solid core soon I mahogany or birch flush 3 3.00 EA 9.90 183.98 581.64 FM DORHX do R&R Door.Induct-exterior 3 3.00 EA S.78 3639 126.51 LIT AV & R&R Light fixtrrc 1 1.00 EA 3.86 38.94 42.76 LIT FN & R&R Ceiling fan without light 1 1.04 EA 8.73 122.77 131.49 I:NC Sf{14 & R&R Bookcase-built in-10"• SF of face Ares) 3.5�$ 28.00 SF 0.33 8.52 247.80 S9-C914-533 : .► Page: 2 G a 05/83/2994 13:36 9047241490 V.K.wuull'.n� 10AICP I rtuu 11 F-M%4: or D.R.WOODS CONSTRUCTION,INC. Green,alis 05/03=04 CONTINUED-Dan CAT SEL D&SMIPTION VAR/QUAN QUAN UNIT REMOVE REPLACE TOTAL FPL AVZW R&R Fireplace,zero elmce.wood t urning.W/venting I 1.00 EA 138.60 1.323.76 1,96x.36 FPL STOVIP + Replace Pedestal base-upgrade c rge for a wood stove 1 1.00 EA 135.00 135.00 FNC LATTICE 4c R&R l.attke work 2*6,67 13.34 SF 0.19 7.79 39.75 FKC DOF>+ 6c R&R Door opening(jamb&asin )-36"to60"wide-stain grade 1 1.00 RA 2.91 127.13 130.04 FRM 4LF & R&R Stud wall-2"x 4"x V-1611 oc 11+19 30.00 LF 0.83 9.73 316.80 INS BT4+ & R&R Batt insulation- 4"-R13 W LW 343.13 SF 0.17 0.52 238.14 INS BT6 & R&R Batt insulation- 6"-R19 C 218.17 SF 8.17 0.56 159.26 CAR CT>'L & lt&R Conotertcp-Flat bid ploft laminate 4 4.00 LF 1.99 19.55 86.16 FCV V to R&R Vinyl the F 218.17 SF 6-S2 2.I9 59124 F'NC [gape+ do R&R Crown molding-2 von stat grade PC 61.67 LF 0.30• 1.93 137.52 FNC B3 & R&R Baseboard-3114" FF t3 48.67 LF 0.22 1.39 78.36 PNT DORS + Stain&fluilsh door slab only(per I ides 3 3,00 ZA 24.90 74.70 f Tf r DOR'1'S •r Stain&AnM+door/window trim A jamb(per aide) $ 3.00 EA 17.43 SZ.29 p4• RKS + Stain&finish bookcase 3.5*8 23.00 SF 1.30 36.40 PNT 02 + Paint bsscboard-two coats 48.67 48.67 LF 0.61 29.69 PNT CWNS + Stain&onlsb crown molding PC 61.67 LF 0.72 44.4n 59-0914-533 # Pte: i s 05/03/2084 13:36 9047241498 IJ•K.WUQ1A i Rug.i t D.R.WOODS CONSTRUCTION,INC. Orem Otis D5103/2004 CONTINUED-ben CAT 5181. DFSCRTP77ON VARMUAN QUA14 UMM REMO REPLACE TOTAL NYC ACTW + Raptscce AC unit w/skeve-thron gh-wall-8,000 BTU 1 1,A0 EA 755.65 755.65 Room Totak'Den 8,74739 Laundry Rotes LrWxH 11'0"x 7'S+":7'10" 20;xails 85.25 SF Ceiling 379.00 SF Walla Qt Ceiling 85.25 SF Floor 9.47 SY Flooring 37.50 LF Floor Perimeter 86.17 SF Long Will 60.71 SF Short We 1 37.50 LF Ceil.Perimeter CAT SEL DESCRWFION VAR/QUAN QUAM VMT REM REPLACE TO'T'AL CLN MAS + Clesa masonry SW 60.71 SF 0.25 15.]$ PNT 11"g + S cel block with masaury scaler 2M 121.41 SF 0.30 36.42 One coat sealer and one color coat. PNT ATTIC + Seal attic framing for odor coa C 36.25 SF o.4= 40.91 PNT 8WALL + Seal stud wall for odor control W-Sw 233.04 SF A.37 86.23 PNT CNC * Paint concrete tics floor F 85.25 5>i' 0.30 25.58 PNT SHW1 •+ Paint wood sbelvivM 1211-24"v idtb-1 coat VC 75.00 LF1.05 78.75 PMT DORTS + Stage do finish door/window trio i&jamb(per side) 1 1.00 EA 17.43 17.43 PNT Dp)),>8 + Staia&finish door stab only( r side) 1 1.00 EA 24.90 �� E pair. 4 59-C914S33 05/03/2004 13:36 904i2414�In y. ....-�.-.. ... -.• -_._ D.R.WOODS CONSTRUC OON,INC. Green,Otis D5/0312004 6, CONTMIAD-Laundryoom a CAT SEl. VISCR7MON VAR/QUAN QUAN UNI R>BMO REPLACE TOTAL INS BT6 .f Replace Batt insulation- 6"-R9 C 85.25 SF 1 0.56 47.74 il4S BT4+. + Replace Batt insulation- V,-RI 3 W-sw 239.04 SF O.SZ XZ1.ld DAY 1/2 + Replace 1/2"drywall-hoag,top td,floated,ready for patent WC-SW 318.29 SF 1.28 407.41 FNC SH12 R Detach R Reset Shelving-12"- e place 75 75.00 LF 282.75 PNT g + Stal/prime part of the walb sad ceiling-one coat v WC-Sw 313.39 SF o.23 71.21 Room Totab.I.ausdry ROOM W K—b^ � 1,257.70 SD G y q • GYW=H 1617" z 11'5"x 7110" Roots:Krtchea LxW%H 6'1"z 1'3"x 7110" Subroom 1:Pastry Misting+Wall: i - 4'0" X 6'8" Opens is 0 Goes to Floor 500.22 5F Walls 1.96.93 SF Ceiling 697.15 SF Walls&Ceiling 6.93 SF Floor 21.88 SY F100rin 62.67 LF Floor Perimeter 19 196.56 SF Long W-111199.22 SF Short W Il 70,67 LF Ceil.Perimeter CAT SEX- DESCRIPTIOTT VAUMUAN QUAN UNIT REMME REPLACE TOTAL DRY 1/2 do R&R 02"drywall-hang,MINA,floated,ready for paint WC 697.15 51r 0.17 1.28 1,010.88 DRY Tn+ *+ Replace Texture drywall-h4kvY hand texture-crowfoot C 196.93$F 0.56 110.28 PNiT SP + Seal then paint the walls(Z com ts) w 500.22 SF 0.45 225.10 Page: 5 59-0914533 : : 05/03/2004 13:3b 9d4 Ve414JF1 D.R.WOODS CONSTRUCTION,INC. Green,Otis 05/03/2004 CONTUq=-Kiteh CAT SEL DRSCR1PTION VAWQUAN QUAN UNIT REMONE REPLACE TOTAL PINT 9 + Seallprime the ceiling-one eclat C' 196.93 SF ° 033 45.29 PNT ATTIC + Seal attic framing for odor contr t C 1%.93 SF 0.48 94.53 PW SWALL + Seal stud wall for odor control W 500.22 SP 0.37 185.08 FNC B3 & R&R Baseboard-3 1/4" PF 62.67 LF 0.22 1.39 100.90 INC SHOE & R&A Base shoe PF 6L67 LF 0.10 0.61 44.50 PNT R2 + Paint baseboard-two eoats PF 6L67 LF 0.61 38.23 PNT SHOE + Seal&paint base shoe or quarte round pF 6167 LF 0.36 22.56 MIT DOWM +.Stabs&finisle door/windew trim&jamb(per side) 1 1.00 EA 17.43 17.43 PNT DORS •I• Stain A finish door slab only(pq side) 2 2.00 RA 24.90 49.80 1,11' Fn & R&R Ca mg ran&light 1 1.00 EA 8.72 ISL91 197.63 LIT AV tie R&R Light fixture 1 1.00$A 3.86 38.90 42.76 PKT DORS' + Point door/window tries&j2mb 2 costs(per side) 1 1.08 EA 13-62 13.62 WDA S & R&R Aluminum window,single hung 9-12 of 1 1.00 RA 10.44 124.26 134.70 TEL SILO. & R&R Window$ill-tik on 2"If "wall 3 3.00 LF 0.97 7.13 24.30 CAB HS & R&R Racksplash-plastic 12111010 Aft 133"17.17 22.&4 SF 0.41 4.37 109.15 CAH CTFL 8 R&R Countertop-Fiat laid pla Mic laminate 13.17 13.17 LF 1.99 19.55 291.68 CAR FLOW & R&R Cabinetry-(aminate lowt r(Mase)units 13.1? 13.]7 LF 3.47 11747. 1,594.76 Page: '6 54•C914-533 05/03/2004 13:35 9047241498 U.M.Wuujjb L;urb i NUU i 1 VAL*- UU D.R.WOODS CONSTRUCTION,INC. Groan,Ods 05/03/2004 CONiTINMD-Kitch h CAT SEL DESCRIP71ON VAR/QUAN QUAM UNIT RXMOI T RSPLACR TOTAL CAB Fur & R&R Cabinetry-laminate upp r(wall)units 13.25 13.25 LF 3.47 62.13 869.20 CAB VAL & R&R Cabinet valance 3.42 3.41 LIP 1.01 ISM 56.73 APP BDs- & R&R Range hood-over,*M-I tandard grade 1 1.00 EA 5.81 21557 221.38 v APP RFS24 & R&R Refrigerator/freezer side I y side-2S of 1 1.00 EA 17.33 1,212.37 1,229.70 APP RG & R&R Range 1 1.00 EA 9.38 527.13 536.43 PLM MVKD+ & R&R Sink-doable-High grad �r 1 1.00 EA 9.24 362.40 371.64 PLM FAU a R&R Sink faucet-Kitchen 1 1.00 EA 8.66 160.20 108.86 PLM STOP & R&R Angie stop 2 1.00 EA 2.32 17.23 39.10 FCV V & R&R Vicryl the F 196.93 SF 0.52 2.19 533.68 FCV PREP + Replace Floor preparation for 31 cot pods F 1%.93 SF 0.41 80,74 DOR BFLYRIC & R&R BUoM door set-rail louv -Single 1 1.00 EA 5.78 108.70 114.48 PNT LVR + Paint full louvered door slab on -2 coats(per side) 4 4.00 EA 22.19 88.76 FNC 21012 R Detach&Reset Shelving-12"-Ira place 4.6 24.00 LF 90.48 FMT Saw. + Seal&pnint wood shelving.12" 24"width 466 24.00 LF 1.58 37.92 INS BT6 Rc R&R Butt insulation- 6"-R19 C 196.93 57 0.17 0.56 143.76 Room Totals: Kitchen 8,868.04 59-0914-533 Fuse: 7 05/03/2004 13:39 9047.241498 V.K.WLNJ.2 u.A44 1 KO o l l r D.R.WOODS CONSTRUC'T'ION,INC. Green,Otis 05/0312004 DOM:Living Room L%WxH 1518"it 1'9"x T10" 429.53 SF Walls 184.05 SP Ceiling 613.61 SF Wails&Ceiling 184.08 SF;Floor 20.45 SY Flooring 54.83 LF Floor Perimarcr 122.72 5F Long Wait 92,04 SF Sbort Wal 54.83 LF Cell.Porimcwt CAT SEL DESCRIPTION VAR/QUAX QUAN UNIT R. 19MON E REPLACE TOTAL DRY 1/2 & R&R 112"drywall-hung,taped,floated,heady for paint C 184.08 SF 0.17 1.2a 2f6.92 PRY TEX+ *+ Replete Textore drywall-heavy hand texture-crowfoot C 184.08 SF 0.561. 0309 PMT ATTIC + Sal attic rramimg for odor contr 4 C 1,84.08 SF 0.48 38.36 PNT SWALL + Seal stud wall for odor control W 429.53 SF 037 158.93 PNL AV & R&R Paneling W 429.5.;SF 0.14 1.46 687.24 INC CKR+ do R&R Corner trim-stain grade PC+32 86.83 LF 0.08 1.5a 144.15 PNT MRS + Stain&finish corner trim PC+32 86.83 LF 0.67 58.18 WDA 9.c & R&R Aluminum window,Ainglehung 4.8 sf t LOO EA 10.44 113.90 246.68 WDA Ps & IMR Aluminum window,pletar effixed 3-11 sf 1 1.00 EA 10.44 92.77 163.21 DOR X+ & R&R Xxterior door-metal-inA slated/wood-High grade 1 1.00 EA 9.90 288.98 298.88 FNH DBX & R&R Door loekset&deadbolt-exterior 1 1.00 EA 6.93 66.29 73.22 My KICK R Detach&Reset Door kick plate 16 Rause, 8"x 34" 1 1.00 EA 9.45 FNH Kn10CK R Detach&Rftet Door knocker 1 1.00 EA 5.26 IANC DOP>+ & R&R Door opening(jamb&ca ing)-36"to60"wnide-stain grade 1 1.00 EA 2.91 127.13 130.04 INS BT6 & R&K Batt insulation- 6"-R19 C 024.06 SIF 0.17 0.56 134.38 59-C914-533 Page' 8 05/03/2004 13:39 9047241499 D.R.WOODS COPISTF=TX PAGE 02 A.R.WOODS CONS'TMY1MON,,INC. Grow.06's 05/03/2004 G CONTINUED-Living I toon; CAT 5EL DESCRIPTION VAR/QUAN Q71AN UNIT REMOVE REPLACE TOTAL �w FNC B3+ & R&R Dasehoard-31/4"stain rade PF-9 45.83 LF 0.32 1.96 99.91 PNT BS + Stain&finish baseboard FIC-9 45.83 LF 0.67 30.71 PNT DORTS + Stain& haish door/window trio &jamb(per tido) 1 1.00 EA 17.43 17.4.3 PNT DORT + Point doortwindow trim&Jam -2 coats(per side) 1 1.00 BA 13.62 13.62 PNT XDOR + Prime&paint door slab only-c iterior(per side) 2 2.00 EA 20.79 41.S8 WDT BLNDy & R&R Window blind-horlsonta I or vertical-Large 1 1.06 EA 4.65 101.2E 105.87 WDT AW> R Detach&Reset Window drape -hardware Large 1 1.00 LA 20.24 FCC AV - Remove Carpet-(material and Is her) F 184,08 SF 0.17 31.29 FCC AV + Replace Carpet-(material and I bogy) 12*16 192.00 SF 2SI 481.92 FCC PAD & R&A Carpet pad F .194.05 SF 0.09 0.39 88.36 TEL S'1L4 & R&R Window sill-tiloon Z"x "gall 6 6.00 LF 0.97 7.13 48.60 Room Totals:Living Room 3,487.52 Room:Hallway L:WxH IS'0"x 31"x 710•1 Subroom 1:Closet 1 LxWxH 3'0"x 214"x TO" 59�C914-533 Page! 9 85/03/2004 13:39 9047241498 V.K.WMIM; l+' MI K"I1 NAM la D.R.WOODS CONSTRU TION,INC. Green,Otis 05/03/2004 Subroom 2:Linen y LxWxK 1'311 x 113"z 710" 00 SF Walls 56.06 SF Ceiling 420.06 SP Walls 6e Ceiling 56.06 SF Floor 623 SY Floorinj 52.00 LF Floor Perimeter 134.75 SF Yong Wali 47.25 SF Short W kil 52.00 LF Coil.Perimeter CAT SEL DESCRIPI'lON VARIQUAN QUAN UNIT REMC VE REPLACE TOTAL DRY 112 & R&R JIM'drywall-buar,to floated,ready for paint WC 420.06 SF 0,17 1.28 609.09 DRY TEXX+ "+ Replace'entre drywall-he,ivy hand texture•crowfoot C 56.06 SF 0.56 31.40 PNT SP + Seal then paint the,wells(2 coa ) W 364.00 SF OAS 163.80 PNT S + SesYprime the ceiling-one cosi C 56.06 SF 0,23 12.89 FNC B3 & R&R Bascboerd-31/4" PF-18 34.00 LF 0.32 139 54.74 PNT 92 + Pefet baseboard-two eos>s PF-J* 34.00 LF 0.61 20.74 DOA AV & R&R Interior door unit ? 7.00 EA 8.66 110.55 M47 FNH DORM & RAR Door locloet-Interior 7 7.00 EA S.78 28.29 238.49 PNT DORT + Paint door/window trim&jam -2 costs(per side) 7 7.00 EA 13.62 95.34 PNT DOR + Paint door slob only-2 coats(p ir side) 3 3.00 EA 13.83 41.49 PNT DORS + Stein&finish door slab only(p side) 6 6.00 EA 24.90 149.40 LIT AV A R&R Light llztarc 1 1.00 KA 3.86 3&911 42.76 PST ATTIC + Seal attic framing for odor cont of C 56.06 SF 0.48 26.91 PNT SWALL + Seal stud wall for odor control W 364.00 SF 0.37 134.68 FM C & R&R Casing-21/s" 8 &06 LIF 0.23 1.04 10.16 PNT C + Paint casing-one coat 8 ILOd LF 0.41 3.23 59.0914-533 Pap: 10 I 05/03/2004 13:39 9047241498 D.R.WOODS COrSTRUCTI PAGE 04 D.R.WOODS CONCTRUCi!'IOIN,INC. Graeme,Otis 05/03/2004 CONTINUED-Hnllw my CAT SEL DESCRIPTION y VAR/QUAI1i QUAN UNIT REMOVE RULACE TOTAL HVC FRW .� & R&R Furnace-wall-gin;le,35 000 BTU 1 1.00 EA 29.07 843.4S 672.52 INS Brill & R&R Batt insulation- 6"-R19 ~"', C 56.06 SF 0.17 OS6 40.93 FMC SH12. R Detach 41:Reset Shelving-12"-in place S too LF 30.16 . PMT CLOSE + Paint-closet package(shelf,jam &casing)-Small 1 1.00.NA 1941 19.81 PM CLOD, + Paint-closet package(boll or lie s closet) 1 1.00 EA 36.65 36.65 ELE CHIME & R&R Door chime l 1.00 BA 233 110.21 82.54 , FCC GD + Replace Glue down carpet F 56.06 SF 1.70 95.311 ELB SMOKE etc X&R Smoke detector 1 1.00 EA 5.12 26.81 31.63 Room Totals:Hallway 3,679.19 Roots:SatMrowsi LxWxH 711811%2"11-0-10" Subrooma l:Offset LxWkH 512"x 215"x 7110" Missing Wall: 1 - .5'2" X 7`10" Opens intc 0 Goes to Floor/Ceiling Subroom 2:Tab Offset LxWXH S10"x 2'9"x 7`10" Missing Wail: 1 - 510" X T'1o" Opens Mtc 0 Goes to Inoor/Ceiling Sabroons 3:Closet LYWvH 21011 x 1'0"x 7'101 304.19 SF Walls 49,61 5F Ceiling 353.81 SF Walls&Ceiling 49.61 SF Floor 5.31 SY Flooring 38.83 LF Floor Perimwter 156.67 SF-Long Wall 73.07 SF Shore Wal 33.83 LF Cell. Perimetet 59-0914-533 Page: I I 05/03/2004 X3:39 9047241490 ll.K.WU1Jtri U.M I KUC:I L h'Aft_" 105 Di.R.WOODS CONSTRUCTION,INC. Green,Otis 05/03/2004 CAT SEL DESCR"OK VARlQUAN QUAN UNIT REMOVE REPLACE TOTAL DRV 1/Z & R&R 1/2"drywall-hang,taped,floated,ready for paint WC-75'11 27131 SF 0.17 1.28 393,39 DRY 1/ZWR & R&R 1/2"water rock(greelnbo rd)hung,taped ready for texture 7.5`11 8z.S0 5F 0.17 1.79 161.71 DRY TEX+ •+ Replace Texture drywall-bcai7 hand texture-crowfoot C 49.61 SF 0.56 27.78 PNT 8 + Seallprime the cef ling-one coat C 49.61 SF0.23 11.41 P14T ATTIC + Son(attic framing for odor cont I C 49.61 SF 0.48 23.81 PNT SWALL + Seal send wail for odor control W 304.19 SF 037 11255 LIT AV & R&R Light fllctare 1 1.00 BA 3.86 38.911 42.76 WDA S< & R&R AluMinum window,single hang 4-8 sf 1 1.00 EA 10.44 112.90 123.34 TEL snA & R&R Window%ill-flit on 2"x 4"wall 1S 1.50 Lit 0.97 1 7.13 12.16 CAB VAN- & R&R Vanity S 3.00 LF 3.47 103.37 534.20 CAB CTFL & R&R Conatertop-Fiat laid plim tk laminate 5 5.00 LF 1.99 19.55 107.70 CAB C1FSPL6 & R&R 6"baciaplash for flat laid countertop 9 9.00 LF 0.49 6.06 58.95 PLM SINK & R&R Sink-single 1 1.00 EA 8.66 112.83 121.49 PLM FAUSA & R&R Sink faucet-Bathroom 1 1.00 EA 8.66 80.40 89.06 PLM STOP & R&R Angle atop 2 2,00 EA 2.32 17.23 39.10 CAB MC+ & R&R Medicine cabinet-Nigh gi ad* 1 1.00 FA 8.32 137.15 145.47 PNT SHW + Seal&paiat wood shelving,1211-24"width 5 5.00 LF 1 58 7.90 WPR AV + Replace Wallpaper .SW0+.5W1 79.64 SF 133 10&92 PNT SP + Seat then paint more than the cei perimeter(2 coats) ZPC2+W3 83.67 SP OAS 37.65 59.C914-S33 Page: 12 1 t 05/03/2004 13:39 9047241498 D.R.WWD5 CONSTRXTI PAGE 06 D.R.WOODS CONSTRUCTION.INC. Qom'Otis 05/03/2004 CONTINUED-sathre Pm CAT SEL DESCRIPTION VAR/QUAN QUAN UIrT RFMOVE REPLACE TOTAL FNC SH12 R Detach&Reset Shelving-12". in place 9 3.00 LF 30-16 PNT CL OS.L + Paint-closet package(hall or lin en closet) 1 1.00 EA 36.65 36.65 DOR AV & It"interior door unit 1 1.00 TA, 8.66 110.55 119.21 P14T DORS + Stain&finish door slab only(pev side) 2 2.00 EA 24.90 49.80 PNT DOR + Paint door slab only-2 coats(pei side) 1 1.00 EA 13.83 13.83 PNT DORT + Paint door/window trim&jamb 2 coats(per side) 1 1.00 EA 13.62 13.62 TIL AV N,.j & R&R Ceramic the .SWO+.SWI+4.67*11 131.01 SF 2.24 11.63 1.811" Lower walls of bathroom and tub summnd. TIL B & R&R Ceraole tat base PF PF2 28.33 LF 0.97 7.14 229.78 PLM TUB ,& R&R Bathtub 1 1.00 EA 34.66 398.57 433.23 PLM TLT • & R&R Toilet ice_ 1 1.00 NA, 111-156 2".42 255.98 PLM TLTS + Replace Toilet seat 1 1.00 RA 25.53 25.53 PLM TSFAU & R&R Tub/shower faucet 1 1,00 FA 11.56 147.39 IS8.95 WDT BLND-c dk R&R Window Had-horizontal 3r vertical-Small 1 1.00 EA 4.65 57.14 61.79 FNH BAC & R&R Bath accessory s 4 4.00 EA 2.32 20.59 91..64 Soap dish,Toothbvwh/cup holier,turd 2 towel bars. Room Totals:Bathroom 5,493.61 59.0914-S33 Page: 13 3 05/03/2004 13:39 9047241698 D.R.WOMS CONSTRUCTI PAGE 87 D.R.WOODS CONSTRUCTION,INC. Green,Otis 05/03/2004 Room:Southwest Bedroom LxW%H 11'8"x 11'3"x 7'10" Subroom 1:Closet LxWxR 3'10"x 215"x 7'10" Misting Wall: 1 - 31:10" R 618" Opens int 0 Goa to Floor 405.83 SP walls 140.51 SF CaiNng 546.35 SF Walls&Ceiling 140.51 SF Floor 15.61 SY Flooring 50.67 LF Floor Perimeter 121.42 SP Long Well 107.06 SF Shout Wn 1 58.33 LF Call.Perimeter CAT SEL DESCRIPTION VAR/QUAK QUAN UNIT RKMOI IE REPLACE TOTAL DRY V2 & RAR 1/2"drywall-hung,tape ,floated,ready for paint WC 546.35 SF 0.17 1.28 792.20 DRY TEX+ *+ Replace Texture drywall-hes 7 hand texture-erowfent C 140.51 SF 0.56 78.69 PNT SP + Seal then paint tate walls(Z coats I W 405.08F 0.45 182.62 PNT S + Ses1/pAme the Ceiling-one coat C 140.51 SF 0.23 32.32 FNC 23 R R&R Baseboard-31/4" PF-2.3 48.17 LP 032 139 77.55 PMT 92 + Paint baseboard-two Coate PF-2.5 48.17 LF 0.61 29.38 PNT DORT + Paint dooriwindow tris+&jamb 2 coats(per side) 1 1.00 EA 13.62 13.62 P14T DOR + Point door stab only-2 coats(pe r side) 1 1.00 EA 13.83 13.83 PMT ATTIC + $eat attic framing for odor cont t C 140.51 SF 0.48 67.45 PNS' SWALL + Seal stud wall fbr odor control I W 405.83 SR 0.37 150.16 INS 5T6 & R&R Batt insulation- 6"-R19 C 140.51 SF 0.17 0.56 102.53 WDA S & R&R Aluminum window.single hung 9-12 sf 1 1.00 EA 10.44 124.26 134,70 WDT & R&R Window blind-horizon* or vertical 1 1.00 EA 4.65 78.83 83.53 HvC ACTW + Replace AC unit w/sleeve-throw aN-8,000 BTU i 1.00 EA 755.65 955.65 59.0914533 Page: 14 05103/2004 13:J!J 'JU4�2414ytl V.K.WUUJ16 GUNS I tdx;I l F'AUE 08 D.R.WOODS CONST.RUC�'ION'INC. Gran, $ 05/03/2004 CONTINVED-Seuthwast 18 ad room CAT SEL DISCM11>TTONT VAR/QVA1V QUAN UNrr REMOVE RZPLAC$ TOTAL FMC SHt2 R Detach&Reset Shelving-12"- in place ZL'LI 7.67 LF 28.90 PNT 9M + Seat&part wood shelving,12" 24"width ILLI 7.67 LF 1.S8 12.11 FCC AV- - Remove Carpet-(material mind In bar)-Standard grade F 140.51'SF 0.37 23.89 FCC AV- + Replace Carpet-(material and 1 bar)-Standard grade 12"14.67 176.04 SF 1.81 318.63 LIT FN A R&R Ceiling fen without light 1 i.D0 EA 8.72 122.77 131.49 Room Totals:Southwest Bedroom 3,029.30 Room:IYorthwtst Bedroow LxWxH 1212":1112"x 7110" Missing Wall: 1 - 3111" X 71101' Opens into E Goes to Floor/Ceiling Sahroom 1:Offset LxWxH 2'10";215"x 7110" missing Wall: 1 - 2110" X 7110" Opens into 0 Goa to Floor/Ceiling Subroon 74 Closet LxWxH 3'11"x 2'511 x 7130" Misring Wall: 1 - 311" X 6'8" Opens Into 0 Goes to Floor 419.74 9F Walls 152.17 SF Ceiling 971.91 SF Walls&Ceiling 152.17 SF Floor 16.91 SY Flooring 51.42 LF Floor Perimeter 148.18 SF:Lang Wal► 125.33 SF Short Wall 60.25 LF Gail.Perimeter CAT SEL DESCRIPTION VAR/QUAN QUAN UNM REMOV It REPLACE TOTAL PNT SP + Sinai thou paint the walls and ce' g(2 coats) WC 571.91 SF 0.49 257.36 59-0914-533 Page: 15 0 85/03/2004 13:39 904724><a M L-K-wwLs UUM0IMA�I I rH►at ay D.R.WOODS CONSTRUCTION,INC. Green,Otis ', 05/032004 COF4TUWED-Northwest Bed room CAT SEL DESCRTp11'XON VAPJQUAN QUAN UNIT REMO E REPLACE TOTAL PNT B2 + Paint baseboard-two coats PF-2.5 49.92 LF 0.611 30.45 PNT DOAT + Point doortwindow trim&jamb 2 coats(per side) 1 1.00 EA 13.62 13.62 PNT DORS + Stain&finish door slab only(pei side) 1 1.00 E,A 21.90 24.90 WDA S & R&R Aluminum window,single Mag 9-1.2 st 2 2.00 EA 10.44 124.26 Z69.40 WDT BLVD & R&R Window blind-horiiontal or vertical 2 2.00 EA 4.65 73.82 167.06 FMC 5H12 R Detach do Reset Shelving-1211-1 a place LL2 3.92 LF 14.77 - P'NT SHW + seal&paint wood sbelvlag,1111- 4"width LL2 3.92 LF 1-58 6.19 TTL 911A, 8c R&R Window sill-the on 2"x 4'wall 6 6.00 LF 0.97 7.13 48.60 FCC AV- - Remove Carpet-(material and la r)-Standard grade F 151.17 SF 0.17 25.87 FCC AV- + Replace Carpet-(material and Is bor)-Stapdard grade 12.15 180.00 SF 1.21 325.90 FCC PAD & R&R Carpet pad >~ 152.17 SF 0.09 0.39 73.05 LIT FNL & R&R Ceiling fan&light 1 1.00 EA 8.72 188.91 19'/.63 DOR BP- R Detach&Reset Bypass(sliding)1 loor set-1210in/016110gany 1 1.00 EA 13.68 Room Totals:Northwest Bedroom 1,46832 RoLTNqoirftthcsst'ftdruqqm LxWXH 1112"x 1111 Of x 7`10" 59.C914-533 Page_ 16 05/03/2004 13:39 904"7241498 D.R.WUUDS CUNSTRUCTI PAGE 1R D.R.WOODS CONSTRUCTION,INC. Otte%Otis 05/032004 Subroom 1:Oftet LxWxH 79"x 2'5"x 7'10" H Missing walk I - T9" X T10" Opens into 0 Goes to Floor/Ceiling Subroom 2:Closet Law:H 5'1"r 219"x 711011 Missing Wall- 1 - 410" X 618" Opens Into 1 Goes to Floor 455.83 5R Walls 1S6.47 S1;Ceiling 61231 SF Walls do Ceiling 156.47 SF Floor 17.39 SY Flooring 57.00 LF Floor Perimeter 188.00 SF Long Wdl1 127.29 5F Short Wal 65.00 LF Coil,Perimeter CAT SIL DESCRIPTION VAR/QUA.N QUAN UMT REMO R1ET'i:.ACE TOTAL DRY 112 & R&R U2"drywall-hung,taped floated,ready for paint WC 612.31 SP 0.17 1.28 887.84 DRY TZX+ "+ Replace Texture drywall-ben y hand texture-crowfoot C 156.47 SF 0.56 87.62 P14T SP + Sea then paint the wall(2 costs W 455.83 SF 0.45 205.12 PMT S + Seal/prieoe the ceiling-one coat C ISC47 SF 0.23 35.99 FMC 113 & R&R Baseboard-31/4" PF-2.5 54.50 LF 0.22 1.39 87.75 PNT B2 + P■aRt beveboard-two coats PF-2.5 $4.50 LF 0.61 33.25 PNT DORT + Paint door/window trim&jamb 2 costs(per side) 1 1.00 EA 13.63 13.62 PNT DORS + Stain&finish door slab only(pei side) 1 1.00 TA 24.90 24.90 PNT ATTIC + Seat attic framing for odor contn i C 156.47 SF 0.48 75.11 PNT SWALL + Seat stud wait for odor control e W 455.83 SF 0.37 168.66 INS g I6 # R&jt'Butt insulation- 6"-R19 C 156.47 SF 0.17 0.56 114.22 WDA S & R&A Alaminum window,single�nng 9-12 sf 2 ZAO EA 10.44 Ir4•26 269.40 WDT BLVD do R&R Window blind-horizontal or vertical 2 2.00 EA 4.65 78.88 161.06 TIL SiL4 & R&R Window sill-tile on Z"x 4'•watt 6 6.00 LF 0.97 7.13 48.60 HVC ACTW + Replace AC unit w/sleeve-thro wall,-8,000 BTU l 1.00 755.65 755.65 9 ^-_ 59.C914-S33 Page. 17 05/03/21104 13:39 9047241498 D.R.WU7DS CANSTRUCTI PAGE 11 D.R.WOODS CONSTRUCVION,INC. Gme^,Otis 05/03/2004 CON77NUED-Northeast 8-.droom CAT SEL . DESCRIPTION VAR/QUAN QUAN UNIT REMOVE REPLACE TOTAL FNC SH12 R Detach&Reset Shelving-12"-in place LL2 S.08 LF 19.16 PNT SAW + Seal&paint wood shelving,12" 24"width W,2 5.08 LF 1.58 1.03 FCC AV- - I temove Carpet-(material and Is her)-Standard grade F 151.47 SF 0.17 26.60 FCC AV- + Replace Carpet-(material and b bar)-Standard grade 16.33 16.33 SF 1.81 29.56 FCC PAD A A&A Carpet pad F 146.47 SF 0.09 0.39 75.10 LIT FN & K&R Ceiling tan without light 1 1.06 RA 3.72 122.77 131.49 Roots Totals:Northeast Redroom 3,264.73 t Room:ExtcrMr CAT S11L OESCRITION VAR/QUAN QUANT UNIT REMOVE REPLACE TOTAL 9FG WOO.D2 & R&R SoUit&fascia-wood-2'1 werhang 40 40.00 LF 0.53 5.71 249.60 SDG T111+ & R&R Siding-Tl-1I plywood-s in grade 20*S 100.00 9F 0.14 1..79 308.80 HAS BRK & R&R Brick veneer 33 33.00 SF 1.06 6.46 248.16 SDG VINYL & R&R Siding-vinyl 66+36 102.00 SF 0.20 1.63 186.66 FRM 916314 dt R&R Sbeathtng-plywood-314' CDX '32 32.00 SF 0.32 1.39 54.72 59-0914533 Pngc: 18 05/03/2004 13:39 9047241498 D.R.WOMS CONSTF=TI PAGE 12 A.R.WOODS CONSTRUCTION,INC. WOOD,Otis 05/03/2004 i CONTMUED-Exterior M CAT SEL, VESCRIMON VARIQUAN QUAN UNIT REMOVE REPLACE TOTAL Cut into robes. s PNT S$ + Paint plywood sheathing 32 32AO SF 0.26 8.32 FNC 1X4 & R&R Trim board-1"x 4"-Ism tailed(pine) 68+20 $8.00 LF 0.19 1.99 191.84 FIRM RIMLF & R&R Ratterx.2x4 -stick frau roof(using rafter length) ISO 100.00 LF 0.42 1.31 173.00 FNC 1X5 & R&R Trim board-1"x 8"-installed(pine) 20 20.00 LP 0.22 3.19 6820 DOR STRMD & R&R Storm door membly 1 1.00 EA 8.16 109.85 118.01 PNT XDOR + Prime&paint door slab only-c Kterior(per side) 1 1.00 EA 20.79 20.79 PrTt' SFTW + Priem A paint exterior sofrd- od 180+2 360.00 SF € 0.99 356.40 PNT FACW + Prime&paint exterior fascia-v rood,4"-6"wide 180 180.00 LF 1.05 189.00 FRM 1X2. & R&R 1"x 2"!amber(.167 BF 1 or LF) 40 40.00 LF 039 s 0.69 51.20 RFG DRIF & R&R Drip edge S0 50.001,F 0.15 1.08 61.56 RFO B1 + Replace Modified bitumen roof 4 4,00 SQ 246.98 E 987.92 RFG BMMV1N - Remove Tear off modirod bitumen roofing(n*haul off) 4 4.00 SQ 17.78 71.12 FIRM SBU2 dt R&R Sheathing-plywood-V7"CDX 384 MAD SF 0.26 1.14 537.60 PNT JST 0,+ Paint toiling joist system-Open carport framing. 200 200.00 SF 0.44 58.00 PN? SOG + Seal&paint/finish wood siding 185 2U.O0 SF Y 0.62 138.88 F ' FIYC QR & R&R Quarter round-3/4" 20 20.00 LF 0.10 0.68 15,60 FIRM BMR+ "& R&R Beam-4"x$"rough m wn BF: 54.00 BF 0.64 4.71 2311.90 3 s 59-0914-533 Nile: 19 { k 05/03/2004 13:39 9047241498 D.R.WOODS CONSTRUCTI PAGE 13 D.R.WUUDS CONSTRUC'T'ION,INC. • Green,Oth 05/03/2004 z CONTINUED-Exteritr i CAT SBL DESCRIPTION VAR/QUA1q QDAN UKIT REMOI B REPLACB TOTAL FRM 3JACK + Replace Temporary shoring pos�-Screw,jack(per day) 2.3 6.00 DA 11.41 12852 FRM ACl/2 4ti RAR AC plywood-112" 32 32.00 SF 0.17 1.85 63.68 PNT ggPz •t Exterior-seal or prime then ps int with:two finish coab4*14 4}14+46.76 101.76 SF o.17 79.13 CLN FWASM + Clean with presser4icbemicolspivy 14V12 1,680.00 SF 0.17 285.60 FEN LAB + Replace Fencing To-taller-per h ur 3 3.00 HR 36.44 109.32 Detach and reset one gage and one sectioa of picket fence. Room Totals: Exterior � 5,080.47 F 4 Room.Debris Removal s w �yy A B G CAT SEL DBSCRIP'1'ION VAR/QVAN QUAN UNIT REMMOE RXPLACE TOTAL DMO DUMP - Dumpster load-Approx.20 yard, 4 tons of debris 4 4.00 RA 306.04 U24.16 LAB LBR + General Laborer-per hoar 32 32.00 HR 22.62 723.84 Haul debris to dtan*W,daily&final job site clean up Rooth Totals:Debris Removal 1,948,00 i 4 59.C914-533 Page: 10 1 f i 05/03/2004 13:39 9047241498 v.R.WUMS C x-40 i H c ri PA(iE 14 D.X WOODS CONSTRUC'T'ION,INC Green,Otts 05/03/2004 Room:Temporary Repairs 4 CAT S&L , DESCRIPTION VAR/QUAN QVAN VMT REMO E REPLACE TOTAL s TMP POW + Replace Temporary power osag�(per montb) 4 4.00 MO 79.00 316.00 TMP POV4W & R&R,Temporary power-1100 i 1.00 RA 21.91 175.00 * 190.91 Rom Totals.Temporary Repairs S12.91 i S Room:PermlN � CAT SEL DESCRIPTION VARIQUAN QUAN UNIT REMO" REPLACE TOTAL FEE TVF + Taxes,insurance.permits&fees d item) 1 1.00 EA rr 275.00 * 7.15.00 FEE PLAN + Architcetural/Drafting fees(Hid tem) 1 1.00 EA 2,000.00 * 21000.00 Engineer fees and drawings I Room Totals:Permit 2,275.00 gp E i k !k 6 Page: 11 59-0914533 e B kb k 05/03/2004 13:35 904124144-U U.K.wuvua wi,4a I MLA,I i D.R.WOODS CONSTRUCT�10M INC. Green,Otis 05/03/1004 Acorn:Cleaning CAT SEL DESCRIPTION VARlQUAN QUAN UNIT REMO REPLACE TOTAL CLN GN + General clean-up 40 40,00118 20.14 829.60 t : � E B Y Room Totals:Cleanlut 529.60 B 1 s t Room:Mu,eelbaaoas CAT SEL DESCRIPTION VAPJWA14 QUAN UNIT REMON X REPLACE TOTAL ELE REWgE +Rewire-average residence-coppel wiring 1 1 1.00 SF nV8 Ge.S OPEN PLM RGHFIX t)tough in plumbing-per fixture I 1.00 EA ¢ OPEN 48va AIG U h,, 1 1.00 EA € 0 TKP TLT: + Replace Temporary toilet(per onto) '�'• 4 4.00 MO 101.10 404.40 Room Totals:Mycapantous ! 404.40 Line Item SgMMIs: 59-C9t4-533 50,346.24 le 4 ? 1 •-� Page: 22 59-G9t4-533 • a 05/03/2004 13:39 904-724149U u.R.WLAWZ 4,,ur�1I UV l i ••� I D.R.WOODS CONSTRUMON,INC. Green,Otis 05!03/2004 -1~ Adjustments XWO Soviet Charges Adjustment Carpenter-Finish,Tr m Carpenter-Genetai Framer 73.14 Carpenter.Mechanic 76.66 Cleaning'Technician 41.46 I3tywatl installer/Finisher 145.60 Eloco'ician 87.08 Fencing Idler 72.88 0.76 Flooring lmtaller 8 .52 Hardware Installer Heating/A-C.Mechanic 82.96 Insolation Instalkr 74.80 General Laborer 22.47 Mason R&k/5tone 64.60 Plumber 93.14 Painter r. 67.24 d tostaller Nos �, 76.45 St lab € Tile/Cultured Marble Installer 104.42 67.30 Wallpaper Hanger Total Adjustments for Base Somea Charges: ( 1,405.63 Line Item Totals:59-C414-03 51,751.87 t t R Grand Total Art= x 3,681.85 SF Walls 1,239.26 SF Ceiling 4,921.11 SF Walls&Ceiling 1,239.26 SF Floor 137.70 SY Flouring 467,58 LF Floor Perimeter 1,299.08 SF Long Wal 824.72 SF Short Wal € 499.08 LF Ceil.Perimeter 0.00 Floor Area 0.00 Total Area 0.00 Interior Wal Arra 0.00 Exterior Wall Area 0.00 Exterior perimeter €f Watts k t 0.00 Surface Area 0.00 Number of Squares 0.00 Total Perimoter Length 0.00 Total Ridge Length 0.00 Total Kip Length 0.00 Area of Face 1 : E µ k {S k gage: 23 59-0914-533 3 A j tom.'-L`l r CITY OF ATLANTIC BEACH FkE C BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 ? TELEPHONE: (904)247-5800 FAX: (904)247-5845 {� http://ci.atlantic-beach,fl.us 8 Liam S. O'Meallie 4461 Beverly Ave. Jacksonville, F132210 Thursday, July 15, 2004 Subject: 469 Sargo Rd. FireDamage I have inspected the fire damage to the single-fam ly home at 469 Sargo Rd. and determined the structure to be more than 50% da age due to fire, smoke, and water damage. t Section 3401.7.2.6 of the Florida Building Code ( BC) states "When repairs and alterations amounting to more than 50% of the val e* of the existing building are made during any 12 month period the building or structure shall be made to conform to the requirements for a new building or structure or be ntirely demolished." *Chapter 202 Definitions: Valuation or value =When applied to a building, rieans the estimated cost to replace in kind. Value=The estimated current replacement cost of the building in kind. i Based on the City of Jacksonville Property Appraiser tax rolls, the building is valued at $52,871. The property appraisers office states this alue is approximately 90% of the actual market value. At 100%the structure is valu d at$58,746.00. Given this information, the contract amount to repair the structure without having to comply with today's code(50%rule from section 3401.7.2.6 FBQ), would be $29,373. The City of Atlantic Beach uses the International C ode Council Legacy Building Valuation Data to determine the square foot value I or the various types of buildings in the town. This data is updated bi-annually and is speci is to the Jacksonville area. This data lists an average single-family home value for new onstruction at $52.00 per square foot. I have estimated approximately 668 square feet of ' e afore mentioned structure needs to be replaced. At$52.00 per square foot the replacement costs will exceed $34,736.00. During my inspection of the structure I have detern tined the foundation footings, block walls, and slab do not meet the code for the year(1 73)the structure was built. The code in use in Atlantic Beach in 1973 was the 1965 Stanand Building Code. These items will have to be repaired, as we cannot approve any non omplying parts of the structure. 1 : Please contact me at 247-5826 or by e-mail at dfond coab.us if you have any questions. Sincerely, QDonC. Ford C O Building Official Cc: City Manager File Enclosures: Copy of Code Sections i i i f g9 gf 6 F p� {tg 4 2 $f §3401.7.2.1 Repairs and alterations not increasing the area of the building, made within any 12 month period, shall be as set forth in this section. (See §202, VALUE. ) §3401.7.2.2 Structural repairs and alterations, the cost of which does not exceed 25 percent of the value of 'the existing building or structure, shall comply with the requigrements for new buildings or structures except that minor structurall alterations, with the approval of the building official, may be made f the same material and degree of fire-resistivity of which the buil f ng or structure is constructed. §3401.7.2.3 Non-structural repairs andalterations exclusive of fixtures and furniture, the cost of wh' ch does not exceed 25 percent of the value of the existing building ortructure and which do not affect egress or fire-resistivity, may be mad of the same material of which the building or structure is constructed. §3401.7.2.4 The replacement of garage oors, exterior doors, skylights, operative and inoperative w ndows shall be designed and constructed to comply with Chapter 16 f this code. OPENING PROTECTION EXCEPTION: For on - and two-family dwellings constructed under codes other than the Florida Building Code and located in windborne debris regions, the replacement of garage doors and exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and i operable windows within any 12 month period shall not be required to have opening protection, but shall be designed for wind pressures for enclosed buildings provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. g §3401.7.2.5 Repairs and alterations am unting to over 25 percent but not exceeding 50 percent of the value cf the existing building may be made during any 12 month period without making the entire existing building comply provided such repairs and alterations comply with the requirements of this code for a building of like area, height and occupancy. ' ---o-§3401.7.2. 6 When repairs and alteratior s amounting to more than 50 percent of the value of the existing building are made during any 12 month period, the building or structurE shall be made to conform to the requirements for a new building or structure or be entirely demolished. EXCEPTIONS: 1. Provided there is no change in occupancy, foundations, slabs, tie beams, tie columns, reinforced masnry and masonry walls erected in compliance with the code under whi h the building was constructed. 2. Those property improvements involu tarily altered by right of eminent domain need only to meet tie requirements of the code in force at the time of original construction. §3401.7.3 Structural Determination. For p' rposes of §3901. 7, structural shall mean any part, material or assembly of a building or structure which affects the safety of such building or st ucture and/or which supports any dead or designed live load and the removaL of which part, material or assembly could cause, or be expected to cause, all or any portion to collapse or to fail. §3401.8 High Velocity hurricane zone application to existing buildings §3401.8.1 General §3401.8.1.1 Existing buildings or structures to which additions, g ' i intended shall be made to comply with all the requirements for new buildings or structures of like area, height, type of construction or group of occupancy, except as provided in this Section. §3401.8.1.2 The requirements of this stiction shall not supersede specific requirements of the code for construction in Fire Zones. §3401.8.2 Additions §3401.8.2.1 Any addition or alteratio s increasing the floor area of the building, shall meet the requirem nts of this section. For purposes of this section, whether an addition falls within the stated percentages shall be calculated based on the cumulative increase of the building during the course of one calendar year. §3401.8.2.2 All except Group R3 occupancies shall comply with the following: §3401.8.2.2.1 When additions, or alterations increasing floor area, are made to an existing building, and the addition and existing building are separated by a fire ra ed wall, as defined in §704, the addition shall conform to all the requirements of the code applicable to a building of the area of the addition. §3401.8.2.2.2 Where the existing building and the addition are not separated by a fire rated wall and the area of the addition is 25 percent or more of the area of the existing building, the existing building and the addition shall be made to comply with all requirements of the code for a building of area equal to the combined area for the addition and existing building. §3401.8.2.2.3 Where the existing building and the addition are not separated by a fire rated wall or w ere the addition is vertically superimposed on an existing buildin , and the area of the addition is less than 25 percent of the area of the existing building, the following requirements shall apply: 1. The addition shall conform to all requirements of the code applicable to a building havinc the combined area and height of the existing building and the addition. 2. The existing building shall co form to all requirements of the means of egress for a building of the combined area and height of the addition and the existi g building. 3. An approved detection, alarm a }d communications system, detecting products of combusti n, shall be required for all public areas and means of egre s within the existing building. §3401.8.2.3 Group R3 Occupancies shall comply with the following: §3401.8.2.3.1 When additions, or alt �he ations increasing floor area, are made to an existing building and addition constitutes 25 percent or more of the area of the ex' sting building, the addition shall be made to comply with all the equirements of the code and the existing building shall comply with the following: 1. Impact resistance devices haviny valid NOA shall be installed at openings to provide protection against storms. 6 2. Corners of buildings of masonry construction shall be checked for tie downs. If tie downs are not found in corners, testing shall be performed to locate tie downs in all walls. Proper installation of tie downs shall De done at 20 foot intervals and at each corner except that inter or tie downs may be provided- in each side not less than 2 feet op each side of each corner. 2. 1 Tie down refers to the ancho age from the foundation to the i vertical #5 reinforcing bar properly attached to the foundation and tie beam encased in concrete or mortar and lapped a minimum of 30 inches or otherwise spliced in a manner which will develop the full strength of the bar. 2.2 Alternate methods of providing anchorage of equivalent strength to that described in 2. 1 may be used where design calculations which admit ra ional analysis are submitted by a Registered Engineer or Arch tect proficient in structural design. 3. Roof anchorage shall be checked at all walls where the addition connects to the existing buildi g. If major deficiencies are found and the anchorage is not n compliance with the minimum requirements of the code, the rof anchorage shall be checked for all the existing roof. Minimum anchorage shall be provided to each member bearing on the exte for walls. 4. Permanent roof bracing shall be provided at all gable ends. 5. G.F.C.I. outlets shall be insta led where required by the code. 6. Smoke detectors shall be insta led where required by the code. §3401.8.2.3.2 The design professional shall conduct a site visit to ascertain the necessary work to be p rformed to comply with the requirements of this Section. §3401.8.2.3.3 The design professional shall provide an inspection report and indicate on the drawings zll remedial actions to be performed on the building submittal zs a part of the permit plans. §3401.8.3 Repairs and alterations ) §3401.8.3.1 Repairs and alterations not increasing the area of the building, made within any 12 month period, shall meet the requirements of this section. §3401.8.3.2 Structural repairs and alt rations, the cost of which does not exceed 25 percent of the replaceme t value of the existing building or structure, shall comply with the re uirements for new buildings or structures except that minor structural. repairs and alterations may, with the approval of the building official, be constructed of the same materials and with the same degree of ire-resistivity as the original building or structure. (a) Window replacement is considered a major structural repair which shall meet the code requirements for new buildings. This means that existing windows shall be replaced with impact resistant windows or must be replaced with windows that are designed to resist the static pressure for an enclosed building and shall be protected with an impact resistant covering meeting the Miami-Dade TAS 201, TAS 202 and TAS 203. In addition the new windows must be anchored as per Chapter 17 of the code. (b) With regard to shutters as it relates to egress, existing windows which are used as emergency escape or rescue openings and at the same time protected with hurricane shutters shall be required to meet the code in effect at the time the building was permitted. OPENING PROTECTION EXCEPTION: For =e- and two-family dwellings constructed under codes prior to Se tember 1, 1994 the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12 month period shall not be required o have opening protection provided the aggregate area of the lazing in the replaced components does not exceed 25 perce t of the aggregate area of the glazed openings in. the dwelling or awelling unit. F §3401.8.3.3 Non-structural repairs and alterations, the cost of which does not exceed 25 percent of the replacement value of the existing building or structure, and which do not affect egress or fire- resistivity, may comply with the requirements of the building code in effect at the time of original construction, except that repairs and alterations to plumbing, mechanical and electrical systems shall comply with the code in effect at the time the permit for such work is issued. §3401.8.3.4 Repairs and alterations am unting to 25 percent but not exceeding 50 percent of the replacemen value of the existing building may be performed without making the en ire existing building comply with all of the requirements for a new building, provided such repairs and alterations comply with the requir ments of the code for a building of like area, height and occupancy. §3401.8.3.5 Where repairs and alterations amounting to more than 50 percent of the replacement value of the existing building are made during any 12 month period, the buildi g or structure shall be made to conform to all the requirements for a ew building or structure or be entirely demolished. E §3401.8.4 Roofing. Not more than 25 perc nt of the roof covering of any building or structure shall be replaced n any 12 month period unless the entire roof covering is made to conform o the requirements of the code. §3401.8.5 Value determination. The value of a building or structure shall be the estimated cost of construct ng a new building of like size, design and materials at the site of the criginal structure, assuming such site to be clear. Cost of additions, alterations and repairs shall be construed as the total cost of labor, materials and services based on current prices for new materials. §3401.8. 6 Structural determination. For jurposes of this section, structural shall mean any part, material or assembly of a building or structure which affects the safety of such building or structure and/or which supports any dead or designed live load and the removal of which part, material or assembly could cause, cr be expected to cause, all or any portion to collapse or to fail. g, E R k LIAM S. O'N,ALLIE FLORIDA PUBLIC ADJUSTER 4461 Beverly Avenue, Jacksonville, FL 32210 Phone: (904) 607-5426 F (904) 249-9199 g!' a June 16, 2004 Mr. Don Ford Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 RE: 469 Sargo Road - Rebuilding to current code Dear Mr. Ford, Attached are a set of photos to show the location and detail of those structural items which appear to me to be out of code. If these photos suffic your needs, please issue a statement that these specific items must be rebuilt to the current ode. The dwelling items that I believe are out of code are: he slab, the footing, the insulation, the roof framing tie down system, the top plate, the furrin strips, the windows, and all exterior block and brick walls are lacking fill and/or re-bar at orners, windows, doors, and spans. The attached carport items that I believe are out of code are: the setback, the roof, the posts not in concrete, and the electrical. ' Please let me know if anything else is needed. Sincerely, Liam S. 0' eallie 10802 DEPARTMENT OF IBIJ ILOINO CITY OF ATLANTIC,EEACH, P iT ;I»P 3�A3' t l ------ -- .._..; L£ICA�'�al�, TNPOPXAT1014 -- P+ rmit nu bil: 1fl80 Address,* 469 ;SAR06 ROAD Permit TY", : A.E-ROOF 'ATLANTIC SEAFLORIDA 32233 Blcan [ CDiLot cttcl : a; aSed Use Ett I►R I��&'� '�`.c�wz��2�i�s R1�C�c � tr el"I ,n� i. jade: 0 Su Visibro ROYAL PALMS .. ti t d VAlue; $3140-00 Improv ',:'dost 00 T-ota I140 3Q �,b. .. .. . » N APPL3CATIQ $22. 56 Ade tQ3 N , 0 .'0 C LOR ' RADO CAB '5 Nie; I` uCT. "ON SEVER $0 .00 ,7A I.LR I RACK FL '32250 �Os8. 4NtE� ? 17 .Q type: Q SE -.TA, MPA, T .EER .00 . t CONST ' RCRARDE' + N0*S: 1 r NQ'FtCE= CC? NT Fi3RMS IWC t'LX)TiNE3E M EtE PE " R,BEFtfflE tfFit+lta3 PERMIT VO SIX MONTHS A ER DATE Et1.C1171ND MATERIALS.RU6131lH'AND Df=�3WIS ARUM THIS 1NC3RK M T NOT BE PLA4Q IN PUBLtC,SPACE,AND MUST BE CE"MED UP AND HAU Et3`AWAY SY ITHER CONTRACTOR DR 4 NER . ' At URE ' WITH THE MESH �V V Ltk�V AN RE�►tJI�T IN T �t3P '1 ISN AY NGTINICE F R H t ROVE-i4o TS" IS UED ACCORDING TA AP�'RC9VEI3 i�LANs WHICH ARE PART O THIS PERMIT AND SUBJECT TO RITVfJGATIC FEI!R ?.ATtpN OF APmtcABLErI+'R�l 'IStQNS OF LAW, A N Tip BEACH BUILD ING`DEPARTMENT 3 CITY OP ALANTC BEACH ROOFING PERMIT APPLICATION owner(s) : ( Aria A,/)-c -eIc11 € Address: ---Phone:— Lot hone•Lot # Block or Unit # -Subdivision: Contractor: f r' Address : (0 City, State and Zip �l� Phone '�7(� 5 State License Describe work to be performed: i Valuation of Proposed Construction: iU Materials to be used:--,W 1rt88C1e__. Signature of Owner; �^ Signature of Contractor: , . x t Liability Insurance Supplied € Workers Compensation Insurance Supplied License Information d F k t d jq)k� A 3� 9 C �ra CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH IFLORIDA 32233 ter- INSPECTION PHONE LINE 247-5826 M Application Number . . . . . 04-0 029440 Date 1/19/05 Property Address . . . . . . 469 ARCO RD ,. Tenant nbr, name . . . . . . SFR REPLC 1479RAD/1878SCH Application description . . . SING*E FAMILY RESIDENCE Property Zoning . . . . . . . TO B� UPDATED Application valuation . . . . X43579 ° g Owner ----------------- Contractor ------- ------------------------ GREEN, OTIS OWNER 469 SARGO ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-7643 ---------------------------------------------------------------- ------------ Permit . . . . . . BUILDING PERMI Additional desc . Permit Fee . . . . , 592 . 00 e Plan Check Fee 296 . 00 Issue Date € Valuation . . . . 143579 E ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 36 ST CONSTRUCTION SURCHARGE 8 .45 AB CONSTRUCTION SURCHARGE . 93 STATE RADON SURCHARGE 7 . 02 WATER CROSS CONNECTION 35 . 00 ° Fee summary Charged Paid Credited Due ----------------- ---------- ----°------ ---------- ---------- Permit Fee Total 592 . 00 592 . 00 . 00 . 00 Plan Check Total 296 . 00 296 . 00 . 00 . 00 Other Fee Total 51 . 76 51 . 76 . 00 . 00 Grand Total 939 . 76 1939 . 76 . 00 . 00 F C B f ° 4 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANtIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �DO OFFICIAL January 14, 2005 Z� Mr. Rick Carper Public Works, Director \ 1200 Sandpiper Lane Z Atlantic Beach, Florida 32233 Mr. Carper, L�j I This letter is to certify that we will be rebuilding V impervious surface. Thank you, I C�3 t� r i Otis Green • S t ti,�•.y�. JEN FERSCHWETER MY COMMISSION#DD 121301 <= EXPIRES:May 27,2006 •a EBL; Bonded Thru Notary public Underwriters t I pkB k S I I 90c&L-: ) i } F X d CITY OF ATLANTIC BEACH BI�ILDING PERMIT APPLICATION t ��m (New/Residential & Commercial) � F Date: Job Address: A Owner's Name: M d i I €- Address: x+GI /\<1,,,*,,/J2 ` 2 ,.J �L Phone: 1 r - -7 r Legal Description: Block Number: 17 Lot Numbet: ;2- Zoning District: - Contractor: 4 .. ' State License Number: Address: A ' cam.r� 6-o V O. Phone: S- 4 City: State:s + �ip: ' X47 - 3�W8 Describe proposed use and work to be done: ' !`% c, ) V V O 1. s. Present use of land or building(s): -6— 11 c5` Valuation of proposed construction: Is approval of Homeowner's Association or other private enti required? 0 If yes,please submit with this application. f Will this project involve changes in elevation,site grade or any Ise of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade r r fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Worl s Department is required prior to issuance of a Building Permit. 2�NO. Applicant certifies that no trees will be removee for this project. ❑YES. Removal of Trees will be required for this pro ect. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree 0 nservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please fo low all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permi t. 1 E t STEP 1. Verify zoning designation and proper setbacks for the prposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247- 826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 9 STEP 2. Contact the City of Atlantic Beach Department of Publ c Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not re uired, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpir er 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 3:233 Telephone: (904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)24--5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 a % ; 41 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 distanIces and the legal description. 2. Location of all structures, temporary and permanent, including setb$cks, 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 toporaphical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewal s,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Pu is Works and Public Utilities. I hereby certify that all information provided w' app is 'on is correct. Signature of Owner: Date: e l i Y I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to i give authority to violate or cancel the provisions of any federal,state or loca rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the propertyl I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondej e regarding this application(please print). €1 Name: Mailing Address: Phone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this a� day of. L)P�`E �'t'� 20 a State of Florida,County r riONNE M.C p6Ey"'—' t MY COMMISSIpN t DD ry Signa/ication EXPIRES:July 29,2008onallProduced Type of iduced AS TO CONTRACTOR: ' I Sworn to and subscribed before me this day of f 20 c State of Florida,County of Duval Notary's Signaure: ❑ Personally known ❑ Produced identification Type of id titification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)24 5845 • http://www.ci.atlantic-beach.fl.us Page 3 Revised 1/04 1 E CITY OF ATLATIC BEACH PERMIT CALCULATION SHEET J v� t Date: Address 9S /1o /& - Heated Square Footage_� _@ per sq ft = $ J 2 Q . 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Reviewed by: r -U�- Date: ..� c —U$- I E DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPERATLANTIC BEALANE 2233-4318 Ms T TELEPHONE: (904)247-5834 J FAX:(904)247-5843 J , SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMME TS FROM THE PUBLIC WORKS DE ARTMENT x Permit Application # ' 29 y Applicant: Q • GS EN d x Address: -1+6q GI RGO ROAD I Project: BUM) NEVY STUCCO LASE f ❑ Your application is approved as noted by tle Public Works Department. Final application approval must come fr6m the Building Department. Ot Your permit application has been reviewed by the Public Works Department and the following items need attention: Erosion control is required around the entire property. Provide erosion control details and type of control measure used (eg. , silt fence) . Provide impervious calculations. Per LDR 24-66 (c) , provide on-sit retention/storage calculations and show location ori plan. (N/A if increase impervious is <5% of original construction. ) Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approyour application. If you have any questions,please call (904) 247-5834. I Reviewed by ' k Carper, P.E., Public Works Director a Date l(If Signature Contractor Notified Date' i S s y�\ CITY OF ATLANTI BEACH C Fo BUILDING /ZONING D PARTMENT �. ins j 800 SEMINOLE RO .Doerr ATLANTIC BEACH,FLORID k 32233-5445 TELEPHONE:(904)24 -5800 r t FAX:(904)247-58-t5 http://ci.atiantic-beach.fl.us PLAN REVMW CO NTS x Permit Application# 014 - 29 q/i Property Address: 1469 5 AR G o ROAD Applicant: 0 RI:1N Project: DU11_1) NtNN 5'f CC 0Q\A5 This permit application has been: Approved ❑ Reviewed and the following items need attention: ✓ v s s o E0- '1 ejmw Z o.0 Stto vLD )S.4.,0 OJ v C 'C ' x s a Please re-submit your application when these items h ive been completed. Reviewed by: -Date: / � l `( Q ✓ CEJ CFD �2 V SSS<��cr T - - 0 -0 T { r ' CITY OF ATLANTIC BEACH OWNER/BUILD R AFFIDAVIT s Date: Z X 7- — may Job Address: CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FL04A STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE IDONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN C DNTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION OURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUIL ING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR L SS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VI LATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOL R CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. I IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIREI BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE�I'HEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK ( XCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPEC IONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE ICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MU T BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO AORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNS IS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/3R FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYEd UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUT NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READTI� ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSU CE OF AN OWNER-BUILDER PERMIT. PE TY OWNER/BUILDER SWORN TO AND SUBSCRIBED BEFORE ME THIScZ-2 DAY OF 2pO�j XNTAR YVONNE M�W COMMISSION 0 DO 342192 PUBLIC = ,.. EXP1 8:J*29,ISSION EXPIRE S0f1d°dn"" ftk • NOTE: PHRASES UNDERLINED ABOVE. f t d NOTICE OF COMMENCEMENT State of g-Lo)--1 v i Tax Folio No. County of— P L4�/aCf� To Whom It May Concern: I The undersigned hereby informs you that improvements will be made to oertain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 14 1 -7 Q A to ? r'"° 1WO A . Address of property being improved: *= (� !q -C/-N l=c—(? !7/ticj7 T 7`LA,411 l G P56" C3 2 5 General description of improvements: Int aw �f CJi1.f G s r ' er: 017 'sc Address: S/�C/ /acf�lsc/t?�G 13C G� Z (yOwner's interest in site of the improvement: Doc K 2004396712,OR BK 12200 Page 626, ` 1 Fee Simple Titleholder(if other than owner): f Number Pages. Filed& Recorded 12/28/2004 at 11:11 AM, Name: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 Contractor: 0 Nev NGS[Z Address: Telephone No.: l Z'(�7= 3 �'0 Fax No: -AJ,/A Surety(if any)_ Address: i Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of thel improvements I Name: (Q 0 NGS Address: r Phone No: Fax No: Name of person within the State of Florida, other than himself, designat d by owner upon whom notices or other documents may be served: Name: t-j Address: Telephone No: Fax No: ' In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) z Name: NDmJ Address: Telephone No: Fax No: ? _ Expiration date of Notice of Commencement(the expiration date is one 1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER ., Signed-t' C Date: Beforeis ? — in the County of Duval,State Of Florida,has persor ally appeare (d ,"s �9-v e F t T^ Public at Larg ,State of Florid ounty of Duval. Py SHARON D.STARLING My mmission expir,s: _ _ -;.�' ` 3- Z/' 0 ;= MY COMMISSION#DD 1907fFer ally Known: or EXPIRES:March 21,2007 pro ced Identificati %'h pf ,.•` Bonded Thru Notary Public Underwriters g * T. DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 a TS4' {I TELEPHONE:(904)247-5834 FAX: (904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.n.us r PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 4 - 29c4,49 E f Applicant: Q. G R�'EN I Address: �I 6 9 5 A R G'O ROAD t 1Iroject:. 9VILt) NF-\N S1 MCCQ OUSE Your application is approved as noted by the Public Utilities Department. Final application_approval must come from the Building Department. a Your permit application has been reviewed by the.Public Utilities.Department and the .following items need attention: z 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. Revie d by Donna Kaluzniak, Public Utilities Direc or N Signature Date n� Contractor Notified Date DEPARTMENT OF BUILDING 9800 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. V V{„j PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB x Date Dime 10 19._88. Valuation$ 1171.00 Fee$ 7.SO This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that D€,M CONSRACTTNG CCCO29616 has permission to buX& RE R000 I Classification RESIDENTIAL ' Zone T Owned by CAROLYN GREEN U � Lot Block y n 6 €!¢ House No. 469 SARGO ROAD According to approved plans which are part of this permit NOTICE—ALL CONRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE P URING. PERMIT VOID SI MONTHS „ AFTER DATE 9F ISSUE --� ♦---� O Building material, rubbish and debris _ from this work must #or be placed in public space, and must be cleared up and hauled away by either con- toacor owner, r t � ing Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER r k bS f CITY OF ATLATIC BEACH APPLICATION FOR 400FING PERMIT BUILDING OWNERS/ r PHONE 29,1_ ,7 JOB ADDRESS LOT#_a BLOCK OR UNIT #_ SUBDIVISION /J �Gf' �CONTRACTOR c }rj PHON cz E, ADDRESS 3 LICENSE NUMBER EXPIRATION �--� JOB VALUATION $-__ /1 06 MATERIALS: 4 Y d �g k 6 E Yy 1 j i1�pg d SIGNATURE OWNER DATE SIGNATURE CONTRACTOR ' KZ�_ DATE_�! f ' k S a 4 V1 f#8 f 4 e Wednesday, August 11, 2004 F State Farm Insurance Jacksonville Claim Center P.O. Box 44036 Jacksonville, Fl. 32232-9969 Attention: Lori L. Robinson a Subject: 469 Sargo Rd. —Fire Damaged Structure i Dear Ms. Green, t Per your letter dated July 20, 2004 requesting a copy of the 1965 Standard Building Code,we cannot help you with this request. This c de is no longer in use. We have one copy of this code in our archives for your perusal. ur office hours are 8:00 a.m. to 5:00 p.m. Monday through Friday. Sincerely, R i Don C. Ford CBO Building Official / f eI Cc: File t E � I P f a i g a kp 6 G a S STATE FARM State Farm Insurance Companies ® Me- INSURANCE 6 m 4 Jacksonville Claim Center P.0.Box 9618 July 20, 2004 Winter Haven, FL 33873-9618 i I DON C FORD CPO BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEACH FL 32233-5445 i ;< RE: Claim Number: 59-C914-533 - Insured: Otis and Carolyn Green Date of Loss: March 17, 2004 I 9 Dear Mr. Ford: This letter is with reference to a copy of your letter that I received from Public Adjuster Liam O'Meallie, wherein you responded to his request n documenting the building codes that would apply to Mr. and Mrs. Green's home. In your letter, you stated that the Greens foundation fo tings, block walls, and slab, do not meet the code for the year 1973, when the structure was built. The code in use in Atlantic Beach in 1973 was the 1965 standard building code. Please provide us with a copy of the 1965 standard building code and the specific itemized documentation as to the foundation footings, block walls, and slab that violate this code that was in force when the Greens dwelling was built. Being that this is the portion of the Statute that you are relying on Ifor bringing the dwelling up to code, we would appreciate a copy for review. t Also in reviewing the Statutes, Statute 3401.7.2.6, hasan exception; "provided that there is no change in occupancy, foundation, slab, tiebeams, tiecc lumns, reinforced masonry and masonry walls directed in compliance with the code under which the building was constructed". Being that you state that the house did not meet the code in theyear that it was built of 1973, it is important that we receive a copy of the 1965 standard building code under which the house was constructed. This information is needed in order to resolve this claim with the Greens and their public adjuster. Your cooperation in this matter is greatly appreciated and a carbon copy of this letter will be forwarded to Mr. O'Meallie. i f gP I DON C FORD 59-C914-533 Page 2 July 20, 2004 s If you have any questions, please feel free to contact r e at the number listed below. _ e Serely, g s Lori Robinson p Cl'a Representative (904) 443-4566 STATE FARM FLORIDA INSURANCE COMPANY z LR/023L0720014.8.r cc: Public Adjuster Liam O'Meallie E Y gP p6 p1 E t f {f E 6aj{i 4 g� g$ S k f f S F t E F jSf 3 4 7 p'p 904-2499199 1C. 6 04 04; 43p Liam O 'Meallie CITY OF ATLANTIC BEACH I,rL'j j- BUILDING AND PLANNING 800 SEMINOLE ROAD J� ATLANTIC BEACH,FLORIDA 32233-5445 i+ J TELEPHONE:(904)247-5800 ,<- r) FAX:(904)247-5845 -r - ! httpa/c3.atlantic-beach.fl.us Liam S. O'Meallie Friday, May 14, 2004 4461 Beverly Ave. Jacksonville, Fl. 32210 Subject: 469 Sargo Rd. — Owner Mr. Otis Green Dear Sir, This letter is a reply to your letter dated May 51 2003 pertaining to the fire damaged structure at 469 Sargo Rd. E You requested a formal determination as to whether or not the City of Atlantic Beach will require the entire structure to be brought up to code. Per section 101.4.1 Standard Existing Housing Code, "._.. The building official shall determine, subject to appeal to the Board of Adjustments and Appeals the extent, if*ny, to which the existing building shall be made to conform to the requirements of the Fl rida Building Code for new construction." The building department has deter ined that any structures that have a repair costs that exceed 50% of the value of the s ructure, shall cause the entire structure to be upgraded to meet o exceed the code in effe zt at the time of permitting the repairs_ C Enclosed is a copy of the Duval County property appraisers value at $79,751.00. The property appraisers rolls are purported to be at 9C% of actual property value. The actual value would then be placed at $88,611.00. 50% of the actual value would be $44,305.50. Your estimate of$64,000+ is well beyond the 50/o threshold,therefore the property will have to be brought into compliance with the Florfda Building Code. s 4 We will accept an updated appraisal from an app oved appraiser to determine the value of the structure. Please contact me at (904) 247-5826 or by e-mail at dford na.coab.us if you have any questions. s Sincerely, LC_ Don C. Ford C O j Building Official Cc:File Page 11 of 1 E t STATE FARM State Farm Insurance Companies ® IWO INSURANCE m I t f Jacksonville Claim Center P.O.Box 9618 June 22, 2004 i Winter Haven, FL 33873-9618 I DON C FORD CBO BLDG OFFICIAL CITY OF ATLANTIC BEACH BUILDING & PLANNINGi 800 SEMINOLE RD ATLANTIC BEACH FL 32233-5445 - RE: Claim Number: 59-C914-533 I - Date of Loss: March 17, 2004 Our Insureds: Otis and Carolyn Green Insureds' Public Adjuster: Liam O'Meallie i Dear Mr. Ford: This letter is in reference to your letter dated May 14, 2004 and your inspection of Mr. and Mrs. Green's home located at 469 Sargo Road, Atlantic: Beach, Florida on June 7, 2004. 1 have enclosed a copy of your letter, along with a copy of a letter received from Professional Engineer Mark Mathews concerning the code requirem nts at the Green's Sargo Road dwelling. Please note, on page two of Mr. Mathews' le er, he states that you would be the person authorized to make the determination concerning the Florida building code requirements. Mr. Mathews states that the code does .Ilow an exception to the requirement of 50 percent threshold if there is no change in occupar cy, foundation, slabs, tie beams, tie columns, reinforcement masonry, and masonry walls ei ected in accordance with the code under which the building was constructed. Since we ar not removing any exterior walls or having to replace any of the slab or foundation due tot,is fire, would the above-mentioned exception apply in the Green's case? i If your department does require all code upgrades, incl ding the replacement of the concrete slab of the dwelling, please provide me with a formal lis of all code requirements that would affect Mr. and Mrs. Green's home. E i i i i i i f DON C FORD 59-C914-533 Page 2 June 22, 2004 i Your cooperation in this matter is greatly appreciated. IIf you have any questions, please feel free to contact me at (904) 443-4566. E Svicehely, f Lon1 L. Robinson Claim Representative (904) 443-4566 I STATE FARM FLORIDA INSURANCE COMPANY LLR/030/0622019.8 Enclosure s F i f f k t a i f a 6 f { f t t f `t p6 w S MARK A. MATHMS, P.E. 3034 Beauclerc Oaks Drive, South—Jacksonville, Florida 32257 Phone: 904-737-7083—Fax: 04-730-6098 E-Mail: markainathews@ rodigy.net 9 Ms. Lori Robinson ( 28 May 2004 State Farm Insurance Company s P. O. Box 44036 Jacksonville, Florida 32231-4036 I 1 t Subject: 469 Sargo Road, Atlantic Beach, Flor da Fire Damage Observation Report State Farm Claim No. 59C914-533 Claimant - Green Dear Ms. Robinson: f 9 I have received and reviewed your faxes dated 17 and 5 May 2004 regarding the subject and offer the following comments as you requested. 17 May 2004 Fax I Mr. O'Meallie's 7 May 2004 letter to you primarily ad(fressed his safety concerns. I expect these concerns relate to 1) structural integrity and 2) fire resistance of the building. 1) Structural Integrity As I reported to you in my 29 April 2004 letter, the roof rafters and plywood roof sheathing in the converted carport revealed no charring due to the fife. There was no loss of cross-section and therefore no significant loss of structural capacity of tho rafters. The existing rafters are structurally adequate to support the existing roof. 2) Fire Resistance Mr. O'Meallie expressed concern over the existence of esin on the surface of the rafters. The resin I observed was not nearly as extensive as reportet Mr. O'Meallie. I also believe `volatile' is an inappropriate description of the resin. If. addition, I have found no documentation indicating that the presence of this surface resin would reduce the fire resistance of the rafters. The fire resistance rating of the existing rafters is identi al to the fire resistance rating of new rafters according to the Florida Building Code, `volatil ' resin or no `volatile' resin. The addition of one 1/2" layer of gypsum wallboard to thederside of the rafters (existing or new) would provide more than double the fire resistance rati g of the original roof assembly. Ms. Lori Robinson 28 May 2004 Page 2 a Mr. O'Meallie anticipates a failure in coverage of sealers proposed for use in the repairs. This may or may not occur. Sealers are used to eliminate smoke odor and it has been used successfully for many years with and without minor `bleed-through' of surface resins. Sealers are not intended as flame retardants or fire suppressants. I don't believe minor failure of the sealer will have any impact on fire resistance or odor elimination in this case. 25 May 2004 Fax Mr. O'Meallie's 24 May 2004 letter to you addressed numerous issues. Among these is the potential requirement of upgrading the entire building Ito satisfy the current code. A copy of a letter from Don Ford, Building Official of Atlantic Bech to Mr. O'Meallie dated 14 May 2004 is attached and referenced by Mr. O'Meallie. i Regarding the building upgrade, paragraph 3401.7.2.6of the Florida Building Code confirms the requirements stated by Mr. Ford in the second paragra h of his 14 May 2004 letter to Liam O'Meallie. If the repair costs are greater than 50% of he value of the existing building, the building is to be made to conform to the current codes Mr. Ford states that the 50% threshold is $44,305.5. Mr. O'Meallie's repair cost estimate is apr arently over $64,000, exceeding the 50% threshold, causing the building to be subject to the up�rade requirement. I do not know what is included in this estimate. If you have a firm quote which does not exceed the threshold, I wouldn't expect you would be subject to the total upgr�de requirement. 6 You should be aware that, in the event the repairs 50% exceed the threshold, the Code does allow an exception to this requirement if".—there is nc change in occupancy, foundations, slabs, tie beams, tie columns, reinforced masonry and masonry walls erected in accordance with the code under which the building was constructed." The epairs contemplated in this case may fit this exclusion. Mr. Ford is the person authorized to in ke this determination. It would probably be wise to discuss this matter with him. If I can be of any further assistance on this or any othel project, please call. Sincerely, M,-rk A. Mathews, P.E. Consulting Engineez PES 22 11.3) S p�p Duval County Property Appraiser-Parcel Summary Page 1 of 2 s co4 net . m u j,, f Ile Cafy of Jackson+^?e F�Cioa Property Appraiser Home> tartments > Pro a _Appraiser> Duval County Database Search Parcel Information Owner's Name: GREEN , OTIs Secondary Name: Real Estate Number: 171497 0000 Property Address: 469 SARGO RD Mailing A dress: 469 SARGO RD City: ATLANTIC BEACH ATLANTIC E EACH , FL Zip: 32233 Zi Unit Number: p' 32233-3815 2004 Exempt Value: $25,000.00 E k PARCEL DESCRIPTION r Property Use:0100 SINGLE FAMI ISale Dat : 1/9/1973 Legal Description: 31-16 38-2S-29E R/P OF PT OF ROYAL PALMS UNIT 2A LOT 2 BLK 17 - Sale Pricq: $17,766.00 CAROLYN G 0/R BK 3452-713 Neighborhood: 943807 ROYAL PALMS Section/Township/Range: 17-2S-29E JINo. Build ngs: 1 Official Record Book and Page: 03452- Heated A ea: 1276 0713 Map Panel: 556A4 Exterior all: CONCRETE BLOCK VALUES AND TAXES FROM 2003 CERTIFIED TAX ROLL Land Value: $26,880.00 Taxing A thority: USD3 Class Value: $0.00 County Tx: $179.15 Improvements: $52,871.00 School Ta : $233.61 Market Value: $79,751.00 District T x: $83.14 Assessed Value: $52,355.00 Other Ta : $13.69 Exempt Value: $25,000.00 IVoted Taj. $13.98 Taxable Value: $27,355.00 x s http://apps2.coj.net/pao/RENO.asp?RENUM=171497+0000 7/15/2004 Duval County Property Appraiser-Parcel Summary Page 2 of 2 Lsr. Exempt: $0.00 Sr. Taxable: $0.00Total Talc: $523.57 Printable Version Additional Links: Map This Property (MapIT) - Property Record Card (PRC) - Taxes - Yahoo Maps Map-It Feedback - Payment Feedback - Appraisal Feedback - Tax Estimator - Back to Search Page All values from 2003 Certified Tax Roll.Updates weekly.Maps and data are not updated as frequently as the Tax Roil data and may not reflect matching information. Mayor- City Council -Jobs - About lax - I want to— - I am... - Services - Departments 630-CITY(2489) - Site Policies - Webmaster- 2002 City of Jacksonville i http://apps2.coj.net/pao/RENO.asp?RENUM=171497+00 0 7/15/2004 Jul 06 04 09: 30a Liam O 'IMeallie 904-2499199 p. 1 LIAM S. O' LIE FLORIDA PUBLIC ADJUSTER 4461 Beverly Avenue, Jacksonville, FL 32210 Phone: (904) 607-5426 Fa (904)249-9199 p£ 7 o, 4{i July 06, 2004 PP f Mr. Don Ford Building Official i . City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 RE: 469 Sargo Road-Residence of Mr. Otis Green y I 9 6 Dear Mr. Ford, I Please allow me to follow up regarding the building is ues raised on 06/16/04. We thank you for your forthcoming determination because it will allow the Greens to make progress and it will save on both parties' expenses. If your determine on is not likely to occur this week, we ask for a projected date for our scheduling purposes. We thank you for your time. k Sinc ly Liam S. O'Meallie i E i f a 1 E d jE 9 6 E ■ ■ ■ ■ • �'rS�1 rl��tr>�s CITYJ F ATLANTIC BEACH "ME� s 1 -r r � ._ ., MOM= ..^ALL .�.,.� • 800 SEMIN EE ROAD • ATLANTIC BlEACH, FLORIDA 32233-5445 • Telephone: (04).247-5800 • Fax: (904)217-5845 • hftp://ci.atlanlc-beach.fl.us FAX E i To: L t a t-t �� t'-f E r�tu E Fax#: 2 49 9 i ct�-�'� t From: 1 Date: "-7- ((.- y4 f 1 : fi Pages: 2-7 Re: q cosi �•�r � 1�� rz 1 ��E a e 4 ❑ Urgent For Review ❑ Please Reply I r Notes: 1 i i 1 i Y f f 9 4 k PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 f Jul 16 2004 9:53AM Last Transaction Date Time Type Identification Duration Pages Result Jul 16 9:46AM Fax Sent 92499199 7:20 27 OK 1 HEREBY CERTIFY THAT I HAVE 91URVEYIEW THU LANDS AS SHOWN JUM THM AWOV8 CArnON AND THBRM ARM NO [NCROACHMMNTS. j7 SIGNED-061C' Z COs wwanramm wwvsroe NO. Raua► r/ SCALE- / •01!lM�tKmapew "W48 . mc. ORDER "a ...- DEPARTMENT OF BUILDIN� CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. 3238 PERMIT TO BUIL[i THIS PERMIT MUST BE POSTED CN JOB Dat.• Nf)VE Mber 30 19 76 Valuation$ 300.00 pp 'Fee This permit not valid until above fee has been paid to Ci y Treasurer, and is subject to revocation for violation of applicable ri Prosiow of Lw. � This is to certify that Otis G=elen has permission to buil Addition t0 ©tz84'.—C3.OS@ in ca. rt J Classificatio ne Owned by Lot 2 House No o Road 469 ,fill, According to approved plans which are part of his permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIA MONTHS 'n AFTER DATE OF ISSUE �� ► 0 Building material, rubbish and debris 1 from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. fNsciaL ---------------------- FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PL7UMBING ELECTRICAL SEWER WATER I f �z t - , P r 4 . E 4 I t i t E ��flf j � 3 i t i E e i x I t I pI' $ Ff i CITY OF 800 SEMINOLE ROAD -.-•__ _ __.__._._____.. _ ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 November 11, 1997 Otis Green 469 Sargo Road Atlantic Beach, Fl 32233 Dear Mr. Green: 3 Our records indicate that you are the owner of the fol owing property in the City of Atlantic Beach, Florida: Re : 469 Sargo Road A/K/A/ Lot 2, Blk 17, Royal Palms 2A j RE# 171497-0000 Investigation of this property Sa p party discloses that i have foud and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 12, Secti n 12-1-7. Abandoned Vehicle i Corrective action: register vehicle, display title in rear window, vehicle must be operable. You are hereby notified that unless the conditions above described are remedied within 5 days from the date of your receipt hereof this can will be turned over to the Code Enforcement Board, Under Florida State Statute 162.09, the Code Enforcet aent Board may impose fines of up to $250.00 per day for a first violation and$500.00 per ChLy for a repeat violation. Sin l Karl W. Grunewatd Code Enforcement Officer KWQWb cc: RW Safety Director Certified mail c.e.c. 6972 E 6r6¢f S -.1 - FOR OFFICE,USE ONLY Date.........—, .......................192_2 6 $--�Z -p') Permit ...........Fee - CITY OF ATLANTIC BEACH Valuation $.__./-........ ��.......................... FLORIDA House #__• 6-.17.. . .......... ............................................................................ APPLICATION FOR BUILDING PERMIT ............................................................................ ............................................................................ Application is hereby made for the -approval of the detailed statemenof the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws af the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of tha City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a BuildinPermit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlant Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of su contractors be submitted to this office so that licenses can be verified. YfJ Date..........e%.... .... ...... .............. Owner------- -----------------------------------Address-i ��__A00*A- -----------Telephone No.20?Y4.0 3.0. Architect.................... Address,............ ---......---Telephone No............................ '_I---0---------------------------- 46_�---------Address.613 Contractor Builden..A./A- , ........... ------- ... Telephone No7..?.q... ..O_ZA & 1 W*4_4 Lot No------- -------;)-------------------------�Block No----------- ..----Sub Divi IQ ----ZQne---........... d-.Street-..------e-- --------Side Between----- -------------_----and----4� e �t*/' ------------------- .....Sts. Valuation $ -_-----------------------For what purpose will building be used—o - --- ---- ---Type of construction.-X% _ ---------------- Dimensions of Building-.'ad Y.-Y.Y......-------Dimensions of Lot.-99-4,1X----F-3----_-----------Size of Footings------"-1/4/1---------- Size of Piers---- ------------ -----.--Size of Sills----.--------__------------GTeatesi Sill Span in ft.-----_--_---------_-Type Roof-Al" -------- How will Building be Heated?-.-.-.rolftl-..................._-------.-.-._..._.------Will Building be on Solid or Filled Ground?.-ov--- --------------_------ Size of Ceiling Joists.----------------------------------------- Distance on Centers-------... .---- -----------. Greatest Span-.---------------......................... it Size of Floor Joists--------------------------------------- Distance on Centers.. . ........... ----------------. Greatest Span----•-----------.......................... PY 2 — of Size of Rafters-__•2X4-- - ---__-------------- Distance on Centers.. ...../I&/- .................. Greatest Span......_ /............................_ This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. 2 Z 3. When steel is in place and ready to pour beam. 4. When framing Is completed. E-4 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is cov red. 7. Electrical inspection by City of Jacksonville. M 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, wbich are a part hereof, and in accordance with the building regulations of the City of Atlantic each. Signature of Builder.- -•• C�51 dress. 4Y_ ne // I1 . Signature of Owner--------............... ------....................... ................ dress FOR OFFICE USE ONLY Date------fee .........19 Tei Permit #--- ..............Fee$.Sg. ............. CITY OF ATLANTIC BEACH 30 o, O a tValuation $------------••........................................ FLORIDA House #........................................................... la APPLICATION FOR BUILDING PERMIT s Application is hereby made for the approval of the detailed statement f the plans and specifications herewith submitted for the building or other structure described. This application is made in c mpliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of he State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the ity of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date...L..Z---"__A...- ..1A........................... 19............ 0 w n e r - ...........................Address. ---------.Telephone No.�•-•_-0 Architect.--------------.�Kl�------•-----------------------------•----------------------••-----Address...-•------------------------------------------------------Telephone No............................. Contractor Builder k -•-..©-h .r---_-------------•--.Address-----1------------------------------------------------------Telephone No-------------_------------- ! DD__ Lot No---------a----------------•---------------Block No.---/.-7- Sub Divisi n... AZ-,'04�9 -& --.--..Side Between.... S}�- ------------•-----------•----------•-- Street .._. and-•................................•...--•---. Valuation � �-_ ...._For what purpose will building be used... ",*� T $ ---•• P 1'p g --- - ------•--- Type of construction----............................... r / 644: C—e ; .��, Dimensions of Building.-//--- ,.A.............Dimensions of Lot.--.-.- C- Ctt-�'✓°- 45ize of Footings�µ _"l.n... gs...................................... Size of Piers Size of Sills - ----------_---Gr teat ill Span in ft. Type Roof... How will Building be Heated?------_---------------------------_-.._-...-..---------------Will B� ilding be on Solid or Filled Ground?........................................ Size of Ceiling Joists..---------------------------------------- Distance on enters....--....- ..-------•-•........---..._.... Greatest Span............................................ » Size of Floor Joists- , Distance o Centers_......... -------------------------- Greatest Span............................................ " Size of Rafters - - - , Distance o Centers.. ..... ...._--- --- ................ Greatest Span............................................ » This rectangle is to represent the lot. g Locate the building or buildings in the � �-'t.�C right position. Give distance in feet from 11 lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall 14 y �� be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. "� a 4. When framing is completed. O 5. When rough plumbing is completed,and ready to cover up. W 6. When septic tank drain field or sewer is laid but before it is cove d. A 7. Electrical inspection by City of Jacksonville. m M 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as describedthe above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, whi� are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. I Signatureof Builder--•-•-•--•----•---....-•--••------•--•-••--•................................... Ad ess----•-------_----------_------------............ Signatureof Owner..............................................................................._ Ad ess.--_--------•-----•--------...............--------............-------•----------.............._..