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Permit 475 Palmwood (vault) `' CITY OF ATLANTIC BEACH ,, 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 INSPECTION EMAIL REQUEST: 'r r)131 >r Building- dept @coab.us Application Number 08- 00000255 Date 3/03/08 Property Address 475 PALMWOOD LN Application type description RIGHT -OF -WAY PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc driveway work done w /out permit Owner Contractor SMITH OWNER 475 PALMWOOD LANE ATLANTIC BEACH FL 32233 Permit DRIVEWAY PERMIT Additional desc . Permit Fee . . . 70.00 Plan Check Fee . . .00 Issue Date . . . 2/28/08 Valuation . . . . 0 Expiration Date . 8/26/08 Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ..... ., 1: 5LA-11 4 7 17 i.. ..) CITY OF ATLANTIC BEACH W kj‘ PERMIT ".)' BUILDING / ZONING DEPARTMENT " • ' APPLICATION # . J 800 Seminole Road i f " C,•5 ....--- $,;...r4, -- - Atlantic Beach, Florida 32233 \ (904) 247-5800 :,- , , •-...z. sal (904) 247-5845 Fax • :.- __ . , ,.,.. www.coab.us .".:„01 . . • '''''' 6 008 1 APPLICATION TRACKING FOR ' - - REQUIRED DEPT: Y N PLANNING Property Address: 475 Rrh 1000 A Li: € o z _ l'i BU D G . s co PUBUC 11 r : Applicant: . 6 ij--7) f t. . 0 Y N . Pueuu AMES Ct - • Y N FIRE DEPT. Project: r-/ toffy - Y N PUBLIC SAFETY - . • . APPROVAL • u., ci 0 REQUIRED AGENCY: RECEIVED BY: INITIAL: DAM z uj Lu m Y N D.E.P HUFSTErLF_R / ct a y S.J.RW.M. CARPER fr(-- )- A 741i cc w Y ARMY CORPS of ENG = CARPER I-- 0 Y HOTELS & RESAURANTS HUFSTETLER • • v, APPLICATION TUS,i40 if, _ CIRCLE ONE: . et BUILDING DA REVI D BY: M .P. — ATE: 0 1ST REV 0 • Ar-- - C...VZIC a 4 SV --44;0642 -ACZ4 - pet". /P■f °.- 4E41)-1° P4P A..)-ivt 1. . • . • PLANNI e El DING 0 2ND REV 0 0 ' Bill aggitMCIS • ,........„, ,. . PUBLV LMES • FIRE DEPT. PUBLIC SAFETY • El E3 3RD REV 0 0 • • . . . - . 20,2008 10:05A Alliance Permitting Sery 9044060337 page 1 .. CITY OF ATLANTIC BEACH - ----- - ._._ _. ism tiism _ . _ ' CONSTRUCTION PERMIT WITHIN CITY RIGHTS F W f�0 �1>�fii 4 i r � I cki 1: r)iru(. R, / / / /// " f 800 Seminole Road %�7.i. Atlantic Beach, Florida 32233 -5445 F ax 904- 247 5845 ° 1 �E• ✓ 5 2008 �; PLEASE BUBMIT (3) COMP / LETS SETS OF PLANS WITH APPLICATION. ; 1 5 Date ALL/ f 0 F ' _�.._ ___- tie • ERMIT # Job Address 415 Q A l t i A wood L a t h , e. ssl BY THE CITY_ 0'7 — 0 O O Permitee: 1-0-1.t.r eig Sry 41-Fk, Telephone* 904-- c-9 a-- O067 Permittee Address: I NP " jC6e, Ii.31 /id. *70S- , k ctsD Au ; I l e. Ft.. 3a-�-�3 Re Permission to Construct: -- #►''t) uJ Location: (Reference to Cross - Street) __ . 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: to 449' :1 ;.45 +0 etsywt44..K.c Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: _ Ferrell Gas Yes ( ) No ( ) Date: _ Comcast Yes ( ) No ( ) Date; 2, Whenever necessary for the construction, repair, improvement, maintenance, sate and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of K Yt yawl S (Contractor's Project Superintendent) located at �.? & Jb U ,b1�Q0- 7 0 Telephone #cgtw- 213-087 4. Ail materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part o f this permit , I _ t • i . sho '1 . , n 'i c e i 11.4: 'ous L., •now .4 ' • • or in h. i Right of Vifav are to be included with this application, 7. This permittee shall commence actual construction in good faith with ASAP days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and ail loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty -four (24) hours prior to starting work and again immediately upon completion. OWNER Siyned`I,t �� i 4 lay, �� UB' - e , is —M USA? day . . ., n Cooed Duval, State Of Florida. has pens • . ay '..eared - ,. «% , .. . M.l �_' Notary Public at Large. State of l: o iunty (,l z,, , isonaUY KrHa r9 My commission exp si t _ „- * - - :. :1A, Identification: • A r s i I (,' �' °r r e � ,� ov Bonded m Budget Nota Services OF co s . _______________ _____ I ____..........__ s_ __ :41=x7,7 ____._____... i 1,71 (0.0147r,i ,,,.‘,r.44..r101,a6. ..,.t1sc,i1( . i ,th". joiil _ti pa led 00103040 _ II .73 7 1 .1'1 fl .I. r4.14,e.1 ■,.. - . . . ' ' - .... —...----,-=,,,, ,,4...., — ----- ' ',. : ,1 aoN. actisN .,v,,„,,,, gtogl 0 . • 1..• 46,4.4%., ... el 11 ar4 aril os, ...ns SRO/1009S 1 ,.. 1 g , f.--\ ...1,., ,,,,,,,,,,..,... k ..„, „,: .,,,,,,„,, r (3) ,,n, tnimnisgn e4n.rsnn ._.- 1 1 Z j i , ...... 1.11 ._ '"Z".. 0 _..... - ga -- "'--) (---‹*. -..- ‘. I a Ili iu ii 0! ti :4 'ii .A11. ..., 65t91 —.. — _ \ . i . 1 . . , . ' ■ ' .. ' i, ■ ...- ! ... ______..............._ \ t ..•,,,, it ,,,-. . . , 1 \ \ 1 .• ! I 1 . . . ■, 1 ' I ! 1 1 1 \ i ! i . i 1 i 1 11 11 ., . . .... . . I - ' I - it !I ; I ' 1 I - .0 I , II I j i E --. • 4 , 0_ \ , . . , 1 ■ 1 . 1. ...I .„ . -, ',.... .. • ' -............._....- / / N., , , ., 4 , �l rV r s \- CITY '!,�T ATLANTIC it EAC II PERMIT Fey s •� APPLICATION ., I t G /Zvi ,i. �,EIP aNT � _ 000 Seminole Road ' = • -.• Atlantic Beach, Florida 32233 i Y p?��' ,, . T G 1 , l a'r' (904) 247 -5000 (904) 247 -5845 Fax www. coab.us ' q . • 4 6 ;, 7 APPLICATION T CKING FO REQUIRED DEPT: Y N PLANNING /�� A Property Address: -/ ! 5 ?fr ? , woo 4 10-nE 0 Y R BUILDING • p = gp PUBLIC f . Applicant: G �'77 F' o N . I'UI LIL UTILITIES Y N FIRE DEPT. Project: - 'iV tiMy Y N PUBLIC SAFETY cn APPROVAL w U 0 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w L Y N D.E.P HUFS I t I LER Y S.J.R W.M_ CARPER / �' 70 i , Y ARMY CORPS of ENG CARPER H Y HOTELS & RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: nATE: ft 0 1ST REV 0 Sri /C � Z /Ot la A , e,vUc chi 4 S e4 ,}-- (2e4,. P‘ - , c CA 4 e-- &HVe ) PLANNING 0 I 0 1 2ND REV 1 BUILDING UBLIG WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY � ¶ p i LU I El 1 3RD REV IS • a d [t AAlb 7 Z,B 20,2008 10:J5A alliance Permitting Sery 9044060337 page 1 CITY OF ATLANTIC BEACH • CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 �;,;,, :. Atlantic Beach, Florida 32233 -5445 Fax 904 -247 -5845 • PLEASE SUBMIT (3) COMPLETE SETS OF PLANS WITH APPLICATION. li Date Q PERMIT # Address 'I5 Poi vl Q - ISSUED BY THE CITY u ? — OOD0 l Sov Job dd ess __._ Permitee: L r-J/ Se" , ��'�' Telephone # 964- ` 0 0 (07 Permittee Address: '� JO I3I V�. * 705 Jacts4v0 l Re Requesting Permission to Construct: ' )C -L., Location: (Reference to Cross - Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities /Municipalities: "' 9 ^ ` 3 - to CC`il 44,vlce Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: - Comcast Yes ( ) No ( ) Date: 2, Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of f<2.- kG�G.wi s (Contractor's Project Superintendent) located at 1X37 S0.-t Jose BO-Er-70g Telephone #: ` +- - 213 - 087 ' 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showin s an increase in im ervious area on owner's lot or in the cit Right of Wav are to be included with this application. 7. This permittee shall commence actual construction in good faith with ASAF days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty -four (24) hours prior to starting work and again immediately upon completion. OWNER Signed 'G 7 te: '7 Before e t is .. I d 1 ay Fe in e Coun� of Duval, State Of Florida, has personally peered a,v . A.4 &..S Notary Public at Large. State of M NifitliAlft Q S My commission expir-s' � „ ; ,; ; Personally Kno , , / � ,;:.., .. 'o� identification: ' �r r 1 hTA "eorFL0,\O � Bonded Thru Budget Notary Services . ^ ^ � �� 7 U- b iJ c ,, (y_ ~ � �� DI .�` ____ _______ . ! , re .te„, , „ ,. , , , 1 1 . \ , ,,:: i,,,„ . : . 1 , , , , , . „ .!,, / \ , 1, , , : : .r. \ ,„ , , : : 1 , : , , , , , 101 i ■ ■ ___________ .17:4-57.e| s, ' - ..., „ ^``__/' CONTINUATION :GO CERTIFICATE AMERICAN STATES INSURANCE COMPANY Indianapolis, Indiana, Surety upon a certain Bond No. EX 962575 dated effective 02/10/1998 (MONTH- DAY -YEAR) on behalf of J L SMITH CONSTRUCTION INC (PRINCIPAL) and in favor of CITY OF JACKSONVILLE DEPARTMENT OF PUBLIC WORKS (OBLIGEE) does hereby continue said bond in force for the further period . beginning on 02/10/2008 (MONTH- DAY -YEAR) and ending on 02/10/2009 (MONTH- DAY -YEAR) Amount of bond FIVE THOUSAND DOLLARS ( $5,000) Description of bond RIGHT - - WAY BOND Premium: $100.00 STATE TAX $1.00 TOTAL $101.00 PROVIDED: That this continuation certificate does not create a new obligation and is executed upon the express condition and provision that the Surety's liability under said bond and this and all Continuation Certificates issued in connection therewith shall not be cumulative and that the said Surety's aggregate liability under said bond and this and all such Continuation Certificates on account of all defaults committed during the period (regardless of the number of years) said bond had been and shall be in force, shall not in any event exceed the amount of said bond as hereinbefore set forth. Signed and dated on November 27, 2007 (MONTH- DAY -YEAR) ' 1,1 AMERICAN STATES INSURANCE COMPANY Aline PO Box 34526, Seattle, WA 98124 -1526 1- 888 -844 -2663 1'� B I NDIANP By TIM MIKOLAJEWSKI SENIOR VICE - PRESIDENT, SURETY Agent: INSURAMERICA OF FLORIDA INC 4348 SOUTHPOINT BLVD STE 200 JACKSONVILLE, FL 32216 -8705 (904) 332 -8585 S- 4620/AS 2/06 Safeco and the Safeco logo are registered trademarks of Safeco Corporation IFD 4. CITY OF ATLANTIC BEACH Is\ 800 SEMINOLE ROAD :,44 5 ATLANTIC BEACH, FL 32233 \ INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptakoab.us Application Number 08-00000050 Date 1/15/08 Property Address 475 PALMWOOD LN Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc INSTALL FIXTURES Owner Contractor NELLIS, RICHARD E. STEWART ELECTRICAL 475 PALMWOOD LANE CONTRACTING, INC. ATLANTIC BEACH FL 32233 8999 WESTERN WAY, STE. 100 JACKSONVILLE FL 32256 (904) 268-1818 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 70.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 7/13/08 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. , . ... . r 1;5' 7rs CITY OF ATLANTIC BEACH 07- I I I I 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 1 j";i?....N1 OFFICE: (904)247 -5826 • • FAX NO.:(904)247 -5845 BUILDING - DEPT@ C OAB. U S rY ELECTRICAL PERMIT APPLICATION DUVAL COUNTY - 1, JOB ADDRESS: 2.1E *IS A SUB PERMIT: 1 PATE '1'15 t'aJm1,0o0d Larie 0 N (115/08 Atlantic Beach, FL 32233 ❑YES PERMIT #: PROPERTY OWNER: 4. NAME ' 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: 'Niel 1 5 ELECTRICAL CONTRACTOR: 7. NAME OF COMPANY: - 8. ADDRESS.: S l etVa.rt Et e� (te (nf no l� X 8 0 t - S tkwt I tot/ Sf C,uq IL 32vgc 9. STATE OF FLORIDA C / 7 LICE�E I '/ 10. CF/ 0 PHONE: 46 �._ ,9./ , q ... 8309 20 7 1 3 ©c 11 F O[ 0 � v (,(/ 12. EMAIL ADDRESS: 13. OFFIC ' ?) t 1 - a ? Ob 14. 15. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not com - ced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time a er wo is com •. / / / CONTRACTORS SIGNATURL -.- i . 18. CLASS OF WORK: 17. ERVI : j 18. METER NUMBER: ❑ MULTI FAMILY - # OF UNITS: ESIDENTIAL SINGLE FAMILY ❑ TEMP SERVICE ❑ COMMERCIAL ❑ ADDITION ❑ TRAILOR 19.8UILCgNQ; ' - 19. CURRENT CODE: ❑ ALTERATION ❑ SIGN ❑ OLD ❑ NEW ❑ '05 NATIONAL ELECTRICAL CODE ❑ REPAIR ❑ POOL / SPA ❑ REWIRE ❑ OTHER: UST Al..). ELECTRICAL WORK: 20. TYPE OF SERVICE: ❑ OVERHEAD INDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: I>OWER IS ON ❑ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPICITY: ❑COPPER ❑ ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: 7 -0O PH: W: VOLT: RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS:: 200 PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #OF 4/ V AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: ✓ FLUORESCENT & M.V.: V 27. FIXED APPLIANCES: 0 -30 AMPS: 31 -100 AMPS: V OVER 100 AMPS: 28. FIRE ALARM: ❑ YES NO 29 -31 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI - FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0 -30 AMPS: 31 -100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0 -30 AMPS: 31 -100 AMPS: OVER 100 AMPS: 32. AIR CONDITIONING: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33. MOTORSi' NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34. TRANSFORMERS: UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: 35. MISCELANEOUS REPAIRS ; , DESCRIBE IN DETAIL: COAB FORM BLDG02: REVISED: 12/28/2007 - ►...Ali j. at � CITY OF ATLANTIC BEACH 11 800 SEMINOLE ROAD j M ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 1 s,Ir INSPECTION EMAIL REQUEST: Building- dept @coab.us Application Number 08- 00000050 Date 1/31/08 Property Address 475 PALMWOOD LN Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc SERVICE CHANGE OUT AND ADDITION Owner Contractor NELLIS, RICHARD E. STEWART ELECTRICAL 475 PALMWOOD LANE CONTRACTING, INC. ATLANTIC BEACH FL 32233 8999 WESTERN WAY, STE. 100 JACKSONVILLE FL 32256 (904) 268 -1818 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 70.00 Plan Check Fee . . .00 Issue Date . . . 1/15/08 Valuation . . . . 0 Expiration Date . 7/13/08 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP Officejet 7410 Log for Personal Printer /Fax/Copier /Scanner Information Systems 904-247-5845 Dec 11 2007 9:11AM Last Transaction Date Time Type Identification Duration Pages Result Dec 11 9:10AM Fax Sent 98148309 0:27 1 OK � � . , � S A CITY OF ATLANTIC BEACH . 800 SEMINOLE ROAD m , ATLANTIC BEACH, FLORIDA 32233 0 V INSPECTION PHONE LINE 247 -5826 Application Number 04- 00028181 Date 5/03/04 Property Address 475 PALMWOOD LN Tenant nbr, name HVAC Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor NELLIS, RICHARD E. AIR ENGINEERS INC 475 PALMWOOD LANE 10947 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641 -2333 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 87.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid 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 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. \()141/, C 4mk , 4 1:16 4 .k .._ BUILDING OFFICIAL 04/30/2004 10:43 9046469037 AIR ENGINEERS PAGE 01 ter-Mt , YP 2lt ` r 4 �, CI'T'Y OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: O — 30 ;?QD • Owner of Property: R 1 CPA --n.J &..) ti. • Job Address: 9 Pri L./Y) w OP f- L N r A4MVrk J69CA 1 2 30 Contractor: 1 1 N , i,J E . 1 RA ©D 15 CoA4I 4 3 3 3 In consideration ofpermit given for doing the work as described in the above statement. we hereby are to perform said work in accordance with the attached plane and specifications which are a part hereof and in accordsnce with the City of Atlantic Beach ordinances and standarda otood practice listed therein, III. GENERAL INFORMATION A. Type of hating fusel: B. a Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural Central Utility BUILDING OR SITE? NO ❑ Oil ❑ Other — Specify IP YES, GIVE NUMBER OF CONSTRUCTION PERMIT IV. - ' f MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED a Residential or Commercial (Provide complete list of componerte on back of this form) 43 New Building Existing Building js Heat _ Space _ Recessed X Cecrkal Floor MI Replacement of existing system 1:IC Air Conditioning: Room $ CCI ❑ New Installation (No system previously installed) A Dud System: Material nix Thickness IL PO ❑ Extension or sdd-on 10 existing system Maximum capacity 1600 can ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower Capacity Wm ❑ Fire sprinklers: Number of beads ❑ Elevator : _ Martial _ Escalator (Number) THIS SPACE FOR OFFICE USE ONLY 0 Gasoline pumps (Number) (Received) ❑ Teaks (Number) ❑ LPG containers (Number) 1Zerturke ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REPRIGERATION.CQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Age I Co N HPx I9O 4 lvox 11 t, ' HEATING — FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer Capacity Pa ty Approving (BTU) Agency 1 f14.111 - C4 X 3 P1V Q LtA:&)o)( y o /t.. 1 rt *r S7yt,t P �4 �q 1O Lf�v,JO 1e k W / t_ TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 801 Seaunole Road • Atlantic Stack, Florida 32233.5445 • Phone: (904) 247.5800 • Faa: (914) 247 -5345 • hoot //www.ckeNruttic- besch#t.w 1/14/03 A � y � ,t t- Al 'Sa CITY OF ATLANTIC BEACH " j 800 SEMINOLE ROAD J - ATLANTIC BEACH, FLORIDA 32233 , INSPECTION PHONE LINE 247 -5826 Application Number 04- 00028194 Date 5/03/04 Property Address 1708 W PARK TER Tenant nbr, name HVAC Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor MITRICK, JOE INDOOR AIR QUALITY SPECIALISTS 1708 PARK TERRACE WEST 1234 ORTON ST ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246 -8417 (904) 389 -8990 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 95.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 1 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. . - . OI . ( . „iv"..k. BUILDING OFFICIAL 12/19/2603 11 :32 9043897431 IAQ SPECIALISTS INC PAGE 02/02 t y '" CITY OF ATLANTIC BEACH p. " MECHANICAL PERMIT APPLICATION 41 . p Date: Property Addrew l '7O'� 1 4fe} Owner: !) S. ij pric 1 c /< Telephone #: ,2 1/4 °'" g / - Contractor) ,'P G R 1Q04. slif fi 4, , 5/ 44. 4 g?- ()r Telephone #: 7 g q P Contractor Address: /.2.. r OR Ili, Si" .J 4J( F Fax #: i l - 760/ 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 arc a part hereof and in accordance with the City of Atlantic Beach ordinances and standuds of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list tiro building permit number: - Electric ❑ Gas: _LP Natural ___Central Utility CI Oil O Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK O Heat Space _ Recessed , Central _ 0 Residential 7a Air Conditioning: Room *Central D Duct System: Material Thickness 0 Commercial Maximum capacity dm CI Refrigeration 0 New Building O Cooling Tower: Capacity $Pm 0 Existing Building 0 Fire Sprinklers: Number of Heads ❑ Elevator: — ,Manlift Escalator 0 Replacement of Existing System O Gasoline Pumps (Number) O Tanks (Number) ❑ New Installation O LPG Containers (Number) (No system previously installed) ❑ Unfired .Pressure Vessel 0 Extension or Add-on to Existing System 0 Boilers O Gas n Pi i p O Other Piping Q Other - Specify LIST ALL E a UIPMENT Ant CONDI REFRIGERATION EQUIPMENT & CONDENSOR'S Approving G. Number Units Description Model 4 Ma nuthcturer Ton' 3 Agency ,.,.„___,___, BEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model d 7v4anufaeturer BTU's Agency / / if WWa L er 4f t 4 / 04 d (VM AS . l'D PP / fie I 3 c1 — TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimension' Contained anuf cd trer _ No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (984) 247 -5845 • http : / /www.ci,utlantic- beach.fl.us 6 CITY OF ATLANTIC BEACH Irt ; fi 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 08- 00000550 Date 4/30/08 Property Address 475 PALMWOOD LN Application type description FENCE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc INSTALL SWING GATE & COLUMNS FOR 6' FENCE Owner Contractor NELLIS DUVAL FENCE 475 PALMWOOD LANE 11556 -2 PHILLIPS HWY. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 260 -4747 Permit FENCE PERMIT Additional desc . Permit Fee 35.00 Plan Check Fee . . .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/27/08 Special Notes and Comments *2004 FLROIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING - DEPT @COAB.US Fee summary Charged Paid Credited Due Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. NOTICE OF COMMENCEMENT Permit No. Doc # 2008109971, OR BK 14480 Page 468, Tax Folio No. Number Pages: 1 Filed & Recorded 04/30/2008 at 09:20 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL State of Florida COUNTY County of Duval RECORDING $10.60 THE UNDERSIGNED hereby give notice that the improvement be made to certain real property in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. _ Lo r /8 -a tic.- / 1. Description of property (legal description of property and address if SW/A ,4 '*U , / A FAIL. available): ' ?S PAtisk w oa,t? LW. AT4,g6 . S -2 2. General Description of improvements: Lc�, C t 3,d.. / 'r.--- Cr-A/i iii F 3. Owner Name a a on: —I ?wt) 0 J 6/ / 4(b74--‹ ,mom adarev 5 a) and Address: b) Interest in property: ©w i 612. c) Name and address of simple titleholder (if other than owner) : 4. 4. Contractor (Name and Address): /4�- �� ` �L rev V4�. j 7V Cam- (4/ -- 43 5. Surety Information: 3n-6( a) Name and Address: b) Phone Number: c) Fax Number : d) Amount of Bond: 6. Lender Information:. a) Name and Address: b) Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.12 (1) (a), Florida Statutes. a) Name and Address: b) Phone Number: c) Fax Number : 8. In addition to himself/herself, owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.12 (1) (b), Florida Statutes. 9. Expiration date of Notice of Commencement (The expiration date is one (1) year from the date of Recording unless a different date is specified: Signature of Owner a,4 o ) 4 0 Sworn and subscribed before me this . day of i I 'R A , 20D t . Known Personally 0 ID Shown: • Signature of Notary: `T My commission expires: , rI REBEKAH PAIGE ALLEN " 2 ; __w- � Expires June 7, 011 4 5 " 4 ' eaiawnwTityr..ln .eooaeraow .C.,!- CITY OF ATLANTIC BEACH PERMIT .2: r --_, -- /:- '" _.. BUILDING / ZONING DEPARTMENT ' `' y -' i 800 Seminole Road \ ,�j� ' i 1 % =.:' -_ : Atlantic' Bead, F» 32233 - /`-� •"`" 0.1i r (90 247 -5800 • (904) 247-5845 Fax , •www.caab.ns • APPLICATION TRACKING FORM _ _D DEPT: • C PLANNING 11: T (') t/ A . i.1 flh If) Z i BUILDING Pro '� _ NM PUBLIC WORKS • , Applicant: . V/L( H CL) m i PUBUQ unu nos MOM F[RE DEPT' -t al i Cb 1 Lin 2�--J r! t't /I/'i � Y N ► PUE3UC SAFeTf era : e Vor Lo ' -Pcnc.c,.., . Project: - ,�,.�I�� ( ..J ED • .A PPROVAL DAVE REQUIRED AGENCY: RECEIVED BY INMAL' 6 E Y N D.E.P HUFSTEILER 3 Y N S.J.RW.M. CARPER • s a Y N ARMY CORPS of ENG CARPER 0 Y N HOTELS & RESAURANTS HUMMER APPLICATION STATUS _ - DA AP REVIEWED BY: IN DATE: CIRCLE ONE • 0 IBUIEI I isT REV I ❑ I 1 01777-5/0 • • • ® ❑ 2ND REV 1 ❑ ® I 1 I ar:. .ING 1 I PUBLIC WORKS • ' PUBLIC UTILITIES - . FIRE DEPT. PUBLIC SAEt 1 Y 0 1 ® 1 3RD REV 1 0 I ❑ 1 • • 1 1 - - . _ BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach FL 32233 Office: (904)247 -5826 • Fax: (904) 247 - 5845 Job Address: ‘ - PAe. ,wo 00 UV Permit Number: Legal Description �T /8 a L_ O C4 10 SLz- �� 4- r/4 iIN ' T 1 , Si do S ` Valuation of Work (Replacement Cost) $ 2 • Class of Work Circle one) New - ,. •. Alteration Repair • r Commercial ^7 i i • If an sue, is a s � system installed? (arck one: ' es No • . Is approval of homeowner's association or other private entity (Circle one): es No Describe in detail the type of work to be performed: , /irii'1 / 2- 72..i Gk- C A/u KAL-C 4 4 .c1 n 16 S uli rm Ca fi- F - /6 oF av Property Owner Information f6.VC_ Name: ocktAitx. t ley /V77/ /-s Address: `f 7 f Thcitl woof) LAI City 47? T/ G it . Stated -L- Zip 3 3 Phone )- t — 7 (0 l ? Contractor Information; ____-----, --. Name of Co �) V./-E�.- - e [ Qualifyin ertt .� 1 • ` ` 1�,'L- U^'t�U` m P an Y� __ ... to /=�.- Zip 3z'�- ,)'"�,r- Address: I #ii 7,- 0/yir/ �i /1/1'1"7 City p Office P » • ne 1 - 6 d _ I f 71f Job Site/Contact Number State _ 'fication/Registrati • 1 • Office Fax # ? d (it-2...s—c... Architect . ' _ • 1 # — A Engineer's Name & Phone # Application is hereby made to obtain apermit to do the work and installations as indicated 1 certify that no work oo installation has commencedprior to the issuance eta permit and that all work will beperformedto meet the standards ?fat laws regulating construction in this jurisdiction. permit becomes null and void i work is not commencedwithinsix (6, months, or if constriction or work is suspended or abandoned for a period of six_ (6) months at any time ee r work is commenced I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pool's Furnaces, Boilers, Heated Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOL INTEND RE TO ECORDING YOUR NOTICE OF COMMENCEMENT. LENDER OR AN ATTORNEY BEFORE thereby certify that 1 have read and examined this application and know the same to be true and correct All provisions o, laws and ordinances governing this a�ppee of work will be complied with whether specified herein or not. The granting of c permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local !m+ regulating construction or the performance of construction. z.....), Signature of Property Owner: : /pa z Signature of Contractor: "t0 , Sw to and subscri - • beforr ' Swop to and subscri. before me thisT Day of r a _ e ■ this a \ Day of : , !s, 1 S b r � Alp .� / ' - 4. 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N i to 0 V) 'z ' � Z N 0 f- v6 Z 6Z S30dd '0c Y S '°N lINf1 VNI2IV M W Ill ct 1 F' ::: 0 1. � � 1 0 4 1\1 J J uj � F , i I F I m Q • J i \ _ Q CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERhIT JOB LOCATION: OW N ER OF PROPERTY:____IS Ige ..... BUILDING CONTRACTOR:____L tkLifSi i k4le PLUMBING CONTRACTOR _Flood Plum,bify --- t_ „c. AND ADDRESS: 4A.0 L3e* I Le . Fl 3&(3 LO J TELEPHONE NUMBER: STATE LICENSE NO: _L _....L2J.a.0. TYPE OF BUILDING: / SINKS / SHOWERS LAVATORY / WATER HEATERS 1 /4:' BATH TUBS j DISHWASHERS URINALS DISPOSALS a , CLOSETS 1 WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE ' )UNT: x $3.50 + $15.00 = $ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 f .` * 18266 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERI4IT INFORMATION Pe' r'mjt Nuith,r: L, 16266 Address: 475 PA #WOOD LANE i Permit Type:PLX.IMBIti1G , ATLANTIC BZACO, FLORIDA 32233 , ". ass of Work :ALTERATION - - LEGAL DESCRIPTIQN r - Cor�str. Type :WOOD FRAME I31ock: Lot. Tap : �. PrcPcased Use:SINGLE FAMILY Section ,` 0 Subd: Rng» 0 11Dwe11ina : 0 SLtbdivisicsrs: Est. Value: 0.00 Improv. Cost: 0.00 Total Fees: 25.00 r unt Paid: 25.00 1 Date $; 4/40/1998 ' '' Work e RO #* i I' ., + a A lit 1°N — ,'' — A PL F EES ! Name " ` .-: i T` 2 .- 1 Addy= - 4�� 4 ANE 25.00 1 4 f' fr� B �,, FLOR I t A 322.'3 . ... ;„"' ''. 1 . ,a' i t. , 0 1 1 f d ad �"' q � , ''a a ' sa ^# , � ,"'" f ;ac „ a '"I " t ,. %,;. „.. — C: , "C„. R ;' �+gRH.A`2' I Ott Name A FLb PLMBI. INC'. a Addy ` 855 R �, 0 . STREET JACKSON "�,� E , FLORILDA 32210 ' Li c" ,'CF 046 I Ecp: / 1 I Typ,,e41 1 , NOTES: s , i I NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO IPI$PBCTtON , BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE P�ACED IN PU t BL1� SPACE, AND MUST BE I , CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER I "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.'' i SUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMI AND SUBJECT TO REVOCATION FOR VIOLA11 N OF APPLICABLE PROVISIONS OF LAW. A 'LANTIC BEACH BUILDING DEPARTMENT NI 118 �► B y: CITY OF ALANTIC BEACH OOF G PERMIT APPLICATION 4 Owner(s): kkk\s, Address: ' Phone: Lot t , Block or Unit * Subdivision: Contractor: C\\v\ TI Address: I7T Of\o ii0A 1c - 1 Lt City, State and Zip (A VA(n � Phone State License Describe work to be performed: e 1,1�' .ifsks\A-c.A\ e Valuation of Proposed Construction: 4 OP Materials to be used: Signature of Owner;.a% _ Signature of Contractor: IINIMIlklbsa Liability Insurance Supplied Workers Compensation Insurance Supplied License Information 01 Of zhiol aja, 1 . 0 e $ S ? /� pfiice FO R i‘eQkles1 ,,e0;444./.._ �_ 2 1 p,\,. 60 l I M Ko o 7::,:e ,/ G °�tca °tor P��Mg\N ` Net�Pabe N ce �ed / ` 0Cp\. ` .o° D,t C- PM ob Pdd e sa � \'E Ct \c \r n Se�ec - 1 4 l tE Ro �� FC�d 4 F\E � : temp , se's CO F � \ N F oo t m9 C A \ NSPe G 6V \\- �9 U p e � a � A O � FA \ Ned' P M. �rspe °�OO C- P Pa� Y FGedt�caie of Oc t °es , / Dace woo. ' Made i, - FOR OFFICE U E ONLY `� X J 7 Date rr 6` Permit #.___ /__, .7... t...Fee $ 7-5 CITY OF ATLANTIC BEACH Valuation 4.e FLORIDA House # 1 2L75 4 L d.. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner- Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub - contractors be submitted to this office so that licenses can be verified. ``�L �^ ,�/ lam' Date T , 19 72 Owner �; G c r I 4, ,(1'61//, .s Address Telephone No. Architect j 1 J Address. p Telephone No Contractor Builder.Fa'r h /.. * , t' hkrs Address '', 11 > 8 #2 7 �� Telephone No. 7f 9 " Lot No. ! Block No. > Sub • Divisio Se /Pa'. //�t r iA' Zone__A Pw /,,,,'P0/ /4—e Street A Side Between - .k4 ri +k OP iv a and _. A !!1 . ',.< e 1'' -� 7 Sts Valuation $__ A:._i _.c?fi' ca For what purpose will building be used. r �/eu_ :. Type of construction 1 >' , i61 1 it�Co" Dimensions of Building 7,7 d -*517 . Dimensions of Lot _._ O X 1.... 12 fi Size of Footings I X li > Size of Piers ./14 . _ �_0 Size of Sills ./14,7e l sue' 1 e r� Greatest Sill Span in ft Type Roof._. - s� How will Building be Heated? AY— '' /I �'I_.!„_.t2,kc..c.Wi11 Building b be on Solid or Filled Ground? ....Se, .1 Size of Ceiling Joists ' ih_.6z / , Distance on Centers /6' , Greatest Span 1 V ,, Size of Floor Joists /✓ p 0 e , Distance on Centers , Greatest Span ,, Size of Rafters •Z X e" , Distance on Centers /6' e% , Greatest Span 1 ' 1 " This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot -lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and /or lintel. Z Z 3. When steel is in place and ready to pour beam. ' .a 4. When framing is completed. 5. When rough plumbing is completed, and ready to cover up. IIIIIIIII 6. When septic tank drain field or sewer is laid but before it is covered. M /2 / t A 7. Electrical inspection by City of Jacksonville. m rn 8. Final inspection. Note: In case of any rejection, re- inspection MUST be called for after 36 J corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the Beach. City of Atlan 'c ��ry Signature of Builder._ Address l< '01 �A)f' f ®.�'7 2 2 / Signature of Owner Address CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT PERMIT NO. ig,$`/ Date: // r7L l3, l 72 J � LOCATIOly (� ©D L �.,✓e LOT NO. zy BLOCK NO. _S�D_ S�/ ✓ (",� r� OWNER MASTER PLUMBER � J / Eldg. BUILDER OR CONTRACTOR ►�✓/, /fie / &c/r'5 Pex it, o,. i5 TYPE OF BUILDING / • L V I SII' KS 3 LAVATORY c 2 BATH TUBS URINALS ,3 CLOSETS ____FLOOR DRAINS I SHOWERS 1 KATER HEATERSIDISH ^1_hSHERS DISPOSALS OTHER / I Ja.sl, i,j /46, el, / TOTAL FIXTURES /3 v1,00 NO WORK MUST BE DONE UNTII A PERMIT HAS BEEN PROCURED PLANS AND SPECIFICATIONS must show a plan and description of the size and location of all the soil and vent pipes, and the number and location of all fixtures, (in accordance with Ordinance no. 188 of the City -of Atlantic Beach, Flurida) must be shown •n back of appli- cation and be approved by the Plumbing Inspector, DRAB PLAN AND SPECIFICATION OF ABOVE PLUMBING ON BACK. Approved by Plumbing Inspector Date (FOR OFFICE USE ONLY) ROUGH -IN INSPECTED q —/ c—`7 REVARYS <- FINAL INSPECTION: J- f ''-7i CERTIFICATE ISSUED: i PLUMBING FIXTURE SPECIFICATION FOR WHITEHURST BUILDERS, INC. BATH: BATHTUB: 2 -78 Crane Premier 5 -0" Porcelain Enameled Cast Iron Recess Bath Tub W /Slip - Resistant Bottom. 8 -2412 Crane Dialette or #2417 1oen Bath & Shower Ftg. 8 -2500 Crane Capri pop -up waste 8 -3 Crane or B -680 Repcal Spec -D -Way Curtain Rod Holder 5' Chromium Plated 20 ga. Curtain Rod WATER CLOSET: 3 -143 Crane Radcliffe water closet XNi -20 Beneke Seat R1712D x 12" angle supply w/ stop LAVORATORY: 1- 250 -V Crane Carla 19" Round self - rimming Vitreous China or 1 -283 -V Sonnet 19x16" Porcelain Enam. Cast Iron Lavoratory 8 -2036A Crane Dialette or #4220 Meon supply & waste ftg. R1712A x 12" angle supplies w/ stops 1 -i" C.P. 17 ga. "P" trap Hudee Stainless Steel Frame SHOWER BATH: SHOWER FITTING: 8 -2422 Crane Dialette or Meon #2205 shower fitting WATER CLOSET: Same as Main Bath LAVORATORY: Same as Main Bath KITCHEN SINK: Elkay C4 -3221 32x21" Stainless Steel or Crane 5 -131S 32x21 Proc. Enam. cast iron two compartment sink #7310 Meon supply fitting with spray 8 -5240 Crane Recepto basket strainers 14 2 -part Continuous Waste 1 -* S. F. 17 ga. "P" trap Hudee Stainless Steel Frame APPROVED HALF — BATH: - �' Co I `.ommitt WATER CLOSET: Same as Main Bath /r '• UT ILTTY: DATE. A PR 5 Laundry Tub Fiat 20x24 Fiberblass W/ 4" c -c ftgs. �g LAVORATORY: 1 -320 -V Crane Westmont 19x17" V.C. or 1 -506 -V Crane Fremont 19x17" Proc. Enam. Cast Iron Lavoratory 8 -2036A Crane Dialette or #4220 Meon Dial -Cet Supply & Waste Ftg. R1712A x 12" Angle supplies w/ stops 1 -*" C.P. 20 ga. "P" trap } , "I .,,: { 4 t iii.. •" 1 ' X Proposed Construction DESCRIPTION OF MATERIALS No. ,.. 0 Under constn,e+i / X .. PST .; Q l .e' IINIT - 511301V 1510A3 - s ' - _ ,' � a � a- lit.. address City /.7 H /' c State el le o r , , 'L' lam'IY . , _ .<7 1 .. 4' a. O a e l e (Name) 0 2 7 (Address.) Contractor or Builder � I & A , S 7 Y1 i 1 j Ailt ; ,. .= 2, r h i , (Name) (Address) INSTRUCTIONS I. For additional information on how this form is to be submitted, number minimum requirements cannot be considered unless specifically described. of copies, etc., see the instructions applicable to the FHA Application for 4. include no alternates, "ore I r Mortgage Insurance or VA Request for Determination of Rsasonobie Volus, qua „ phrases, or contradictory items. (Con - es the case may be, siderafion of a request for acceptance of substitute materials or equipment 2. Describe all materials and equipment to be used, whether or not shown is not (hereby precluded.} on the drawings. by morkin' an X in each appropriate check -box and entering 5. Include signatures required at the end of this form. Hs. information called for in each space. If space is inadequate, enter "See 6- The construction shall be completed in compliance with the related misc." and describe under item 27 or on an attached sheet. drawings and specifications, as amended during processing. The specifications 3. Work not specifically described or shown will not be considered unless include this Description of Materials and the applicable Minimum Construction required, when the minimum acceptable will be assumed. Work exceeding Requirements. 1. EXCAVATION: B soil, type . IIW I & i WaLl ( (OR /JU:Sie i • -r e 2. ,FOUNDATIONS: Footings: Concrete mix -..2 _ � f Reinforcing 2 rr 4 -Lee 4- - con-ibutvue Foundation wall: Material _ tR1:G l- _-C6in,C. cie,._� -_. Reinforcing Interior foundation wall: Material _.Gc1f't!. ..P. _1Jia & Party foundation wall Columns: Material and size Piers: Material and reinforcing Girders: Material and sizes Sills: Material Basement entra ce are :1,w* .. .. Window areaways Waterproofing f ' + r - fK_ 9. . -. ta ins Termite protection __4' _ i _ Basementless space: Ground cover Insulation Foundation vents Special foundations 1 I. CHIMNEYS: Material Prefabricated (make a,vi sire) r1 41.47•41/P .✓::r mg n -_ R v rr 40.,a Flue lining: Material Heater flue size Fireplace flue size Vents (material and size) : Gas or oil heater Water heater 4. FIREPLACES: Type*: Solid fuel; ❑ gas - burning; 0 circulator (make and size) _._ Wm Ash dump and clean -out �J Y 2lL b,1,1 Fireplace: Facing __ 13, ; lining __ AAe_ 16.rL(_c ; h - i .6.4,�C4 -1 a. mantel ._34l ,—._ t�iL ._ • 011,11 - �usc�. lr 1 f 041-.42 co. arid. -lre� • S. E R ALLS: Wood frame: Grade and species ___ #2___y g Corner bracing. Building paper or felt __ .l Sheathing ..f ; thickness _ ' ; width �y�?ut ; nsolid; ❑ spaced o. c.; ❑ diagonal; Siding ; grade type ; size ; exposure "; fastening ._. Shingles . ; grade ; type ; size ; exposure "; fastening Stucco . thickness Lath ; weight ib. Masonry veneer __ .7 re a r_:±..D__. .t' .rtiG_. Sills __BALA. Lintels 11.tt 0,2_ ,gr_,i,,¢n, Masonry: Facing _; backup thickness . Bonding _ Door sills Window sills Lintels Interior surfaces: Dampprooflng, _: coats of ; furring Exterior painting: Material ; number of coats Gable wall construction: 0 Same as main walls; 0136.her,____4CA_ v !. FLOOR FRAMING: Joists: Wood, grade and species ; other ; bridging ; anchors Concrete slab: 0 Basement floor; QC-first floor;) ground supported; ❑ self- supporting; mix 2 2._7 S1 ; thi __4..._ "; . . ')C in /ln . . ' ssir • DESCRIPTION OF MATERIALS P. PARTITION FRAMING: G '' c cr ./ Studs: Wood, grade and species P .�. Size and _ �� © , spacing ��__ Other _.------....< 10. CEILING FRAMING: // Joists: Wood, grade and species # 2 YeLLmv „ ...._ Other • -. Bridging __ .e.M.1 - Ira..61-__...— 11. ROOF FRAMING: Rafters: Wood, grade and species #2 i getlow f.ne Roof trusses (see detail) : Grade and species . #2.,-i 12. ROOFING: ;/Z� - Sheathing: Grade and species - f- . • •, • 1! ��Z ,P; d - tYP edg;B�olid; ❑ spaced ---." -- " ac. Roofing __. -� ; grade ..__ a ; weight or ess . ze ; fastening lgcl'- ttat:,(A Stain or paint Underlay e _. Yeiett ' ed Built -up roofing _ ; number of plies ; surfacing material - ~ Flashing: Material ___ _ 1!�Ctt4fdf gage or weight ._X _i• ; ❑ gravel stops; ❑ snow guards 13. GUTTERS AND DOWNSPOUTS: `- -� - Gutters: Material_ .. • • , e. .t.4424 ; gage or weight 26_- 9C9Osize ; shape ___. Downspouts: r,• • ' ��,../ ./.. ; gage or weight 2. ize ___ s Material __ ; sha AO/Old S� -� ,� pe -- ; number _....—.,. Downspouts connected to 0 Storm / er; sanitary sewer; ❑ dry- well.�bieeks; Material and size __ f„4gig 14. LATH AND PLASTER: Lath ❑ walls, ❑ ceilings: Material ; weight or thickness n Plaster: Coats _ ; finish Dry -wa11Q walls, l eilings: Material s /..Q.Cd.; thickness _ ,. , fi - 411:11)U _ ; joint treatment 15. DECORATING: (Point, wallpaper, sic.) Rooms WALL FINISH MATSIUAL AND APPLICATION CEILING FINISH MATSMAL AND APPLICATION Kitchen u _ f2 tt/OtJClttv/th _ sin ted ' 4 f C d _ C4 V&1 v - B prt�en. uywcocl �eit�aTecz'- �s;v! .��a.ra.t�c�el - 2 cva�i� vu t . prunz� of toe- itzaZ1 2 - cva - ev � uxxxli�.v4 x � nt ed - cei, � all _ -•vz Jex t tG2 i -J: r . f'$1* / / 7e" - 1 l 4 . c' / / s, I r',�i% /_X/A 1 — .. / ' X r . , 1i. INTERIOR DOORS AND TRIM: Doors: Type ve/teelt puolt- hollow ev/te _; material Juan I nCIA- 0 9.r.TV 02 ` ; thickness ./.:7...//_6. x.21 ) if Door trim: Ca :al -ill � / p lle- Type . II2LI2 ; material ._- .,CK12.e. • size .2.12.1 Finish: Doors __ p Type i4«atAfLal tLtP.+1.�P11Jl_ Base: T e � _� 2.[12 ; trim pi — Other trim (item, type and location) 17. WINDOWS: aft Windows: Type _pIL_ g _A< __ cad ; material __._ aluni2Wfl ; sash thickness 42/14----- Glass: Grade4i elide. ❑ sash weights; ❑ balances, type ; head flashing Trim: Type _ ; material Paint ; number coats _..__- Weatherstripping: Type ; material Storm sash, num.. Screens: (Full; ❑ half; type _112d.1,de ; number•__._ ; screen cloth material Q.d tu2[12tlttt_ A._ it1. A Basement windows: Type ; material ; ❑ screens, number ___ -_ ___ ; ❑ Storm sash, number - __-.._ Special windows QI, tf3- 1..- /LaGKL Qqd_ A.._ -C-. l..Le_,d. ,a. 1E. ENTRANCES AND EXTERIOR DETAIL: ? tr Main entrance door: Material -:.Pine v/t m�t°9? idth _. j.. __ ; t sa I ' __- Fram Material ._.l'le ; thickness Y - 71: Other entrance doors: Material �KJ1.f:.A1.1._ltCi'�l[1��4t�1th 2_ � _.__U.� t c ess � j � Frame: Material _. • __; thickness J `! Head flashing Weatherstripping • Type ; saddles Screen doors: Thickness "; number ; screen cloth material Storm doors: Thickness number ____ Combination storm and screen doors: Thickness _ "; number ; screen cloth material Shutters: ❑ Hinged; ❑ fixed. Railings _ Lo _ Exterior millwork: Grade and species _. _ .£�jc� - tNtl__phQ,C Paint . -L .Oi. ; number coats 2.... It CABINETS AND INTERIOR DETAIL: / ` � '° '''' ' "- • / '' - -" r 5 f? A T ` Kitchen cabinets, wall units: Material _2 - ::1444303._,LaCii]lrg- ; lineal feet of shelves des. width IL Base unite: Material ._..Wad. ; counter top / '" c - ; n g cry+,! c ct 7 21• SPECIAL FLOORS AND WAINSCOT: . - --------- ---- — _ ... _ LOCATION MATEItIAL, COLOR, BORDER, SIZES, GAGE, ETC. THRESHOLD BASI UNDERFLOOR - -_________- 2 21 Kith en ADOM-41/:Kr:=7"- /1/4 7 / ' / e- ---- I g r• en_ . - ..,,, ,-- .,=,, 7 , -T , c. ce ert. 7 2,4 with...._eat..gac,/a.We 1 cicvdde ...i.,Le _Eaticarie ___ LOCATION MATERIAL, COLOR, BORDER, CAP. SIZES, GAGE, ETC. 1 HEIGHT HEIGHT AT Tus HEIGHT AT SHOWER 1 z Bath...Q/Le aid -iav ..--- CeJtang.c -We 1 6 1, 72" 72" ; _ Bathroom accessories• 0 Recessed; material _ ; number .....,...; F.attached; materiaina ; number 7P pe4 6Q/t cx2 it) O-Zend ati-6 410 22. PLUMBING: FIXTURE 1 NUMBER LOCATION MAKE MFRS FIXTURE IDENTIFICATION No. j Size COLOR Sink Lavatory I 1 Water closet Bathtub sz- Aryiga Y31,4"ci_ Sag/1ZZ Shower over tub* Stall shower** . Laundry trays • V(Curtain rod *•0 Door 0 Curtain rod Water supply: 4/\ Public; 0 community system; 0 individual (private) system.* Sewage disposal:} Public; 0 community system; 0 individual (private) system. * *Show and describe individual system in complete detail in separate drawings and specifications according to requirements. House drain (inside): &Cast iron; 0 tile; 0 other House sewer (outside): 0 Cast iron; 0 tile; 0 otheralt 2.c__. Water piping•i Galvanized steel; 0 copper tubing; 0 other Sill cocks, number .J. Domestic water heater: Type ../}44,4)4,/i ; make and model 2 MOST ry gph. 100° rise. Storage tank: Material it.k'vcauixecT 4.4ed ; capacity gallons. Gas service: 0 Utility company; 0 liq. pet. gas; 0 other Gas piping: 0 Cooking; 0 house heating. Footing drains connected to: 0 Storm sewer; 0 sanitary sewer; 0 dry well. Sump pump Showen._doer, a Zininurn arbrl f ilad4 23. HEATING: 0 Hot water. 0 Steam. 0 Vapor. 0 One-pipe system. 0 Two-pipe system. ID Radiators. 0 Convectors. 0 Baseboard radiation. Make and model Radiant panel: 0 Floor; 0 wall; 0 ceiling. Panel coil: Material 0 Circulator. 0 Return pump. Make and model ; capacity gpm. Boiler: Make and model _ Output Btuh.; net rating Btuh. Warm air: 0 Gravity. ft, Force4. Type of system Duct material: Supply 4.Q.V....4./. return _gsay......i..m n_ Insulation xx , thickness 0 Outside air intake. Furnace: Make and mOel _ . . bout 0 . Rtuh.; output Btuh. XXX / baiutceA.-Itei 1,42.aced rapeit bac4 uu,th / den,44.-I Abe/Vcr.44 (3 Space heater; 0 floor furnace; OriyajUipnet4,165a 7 Jen Btuh_ output Btuh.; number units 4106 / r... (. 2" - i.ezizoi ‘ z y . Controls: Make and types ./.;117/----7,7—..0_...41 toil 11O/ e 72 i I Fuel Ng Coal; 0 oil; 0 gas; 0 liq. pet. gas; 0 electric; 0 other/..Pun- -W storage capacity M ratlan - terldeA igrik Firing equipment furnished separately.: 0 Gas burner, conversion type. Stoker: 0 Hopper feed; 0 bin feed. Oil burner: 0 Pressure atomizing; 0 vaporizing t Make and model Control Electric heating system: Type Input watts; @ volts; output _ Btuh. Ventilating equipment: Attic fan, make and model ; capacity cfm. Kitchen exhaust fan, make and model t,i" iiiiii_Liavr_n_f_are.,Li-Le_.anc.tailL__41.1.C.2 Other heating, ventilating, or cooling equipment 1 DESCRIPTION OF MATERIALS 16. INSULATION: 1 OCATION THICKNRRS MATERIAL, TYPE, AND MRTHOD O/ INSTALLATION VAPOR BARRIER Roof T rr {) Ceiling.--- t I , v ch WOO?` 0/1 6�c qJu m biotin i�t -- Wall u. s. - -' 1l ° 7 r Floor - 27. MISCELLANEOUS: (Descritte any main dwelling materials, equipment, construction tems n a else e) :_ _ c Ani_ce boxed m venter - - ho. rn o u tithe 4.#rthwa C �uuzaf . -c r? �r 1s a C c % f7 y �. – HARDWARE: (Make, material, and finish)___. ll"; X, _ SPECIAL EQUIPMENT: (State material or make and model.) Venetian blinds flQtlQ Number Automatic washer none Kitchen range G cr 77 5 Clothes drier ri[11^s Refrigerator _tone Other Dishwasher .e -- . ' Garbage disposal unit PORCHES: U17e TERRACES: GARAGES: - /� tic CLUU/t- h r x 7 r – f .r , r , t f 7,),",e G' WALKS AND DRIVEWAYS: Driveway: Width Base material _ ; thickness ". Surfacing material _ -nCtL C_ ; thickness r Front walk: Width Material _roneizete._._.; thickness . ._ ". Service walk: Width Material ; thickness Steps: Material _ltAtct _att_ct2Ci[1Lete_ - -_; treads .tl "; risers ._r� ". Cheek walls OTHER ONSITE IMPROVEMENTS: (Specify all exterior onsite improvements not described elsewhere, including items such as unusual grading, drainage structures, retaining walls, fence, railings, and accessory structures.) if - - a -.aean. _ LANDSCAPING, PLANTING, AND FINISH GRADING: fee above �.....– Topsoil " thick: ❑ Front yard; ❑ side yards; ❑ rear yard to feet behind main building. Lawns (seeded, sodded, or sprigged) : 0 Front yard __ -; ❑ side yards ; ❑ rear yard Planting: ❑ As specified and shown on drawings; ❑ as follows: ' na1innr WVovvraon t -an4 ' to R .G R 5 `= '�'�fi�: ern( OF ATI.,,ANNTTIC BEACH PERMIT ' � ',� � l BUILDING / ZONING DEPARTMENT . APPLICATION # I . r J j s� 800 3cminole Road ( 1 n96 V ', V =•. °x '• . Atlantic Beach, Florida 32233 �` �ii1�'' (904) 247 -5800 (904) 247 -5845 Fax www.coab.us APPLICATION TRACKING FORM - R IRED DEPT: �� r a PLANNING Property Address: 415 P I {x, L .k 2 teen BUILDING tAul PUBUC WORKS Applicant: ` )) Con-zii-nALLki o n • ° MOM PUBLIC UTILITIES • Project: � � SOf to ,� !� JI ( ,�. /�.1.- ' ' y 11111.7.4 FIRE DEPT. 1 f 1 1 UQ EMS PUBLIC SAFETY w - APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE W cc Y N D.E.P HUFSTETLER < 3 Y S.J.RW.M. CARPER F // ��67 Lti _ Y ARMY CORPS of ENG CARPER O Y N HOTELS & RESAURANTS HUFSTETLER APPLICATION STATUS • _ - CIRCLE ONE S BUILDING DA AP REVIEWED BY: INITIAL: D T� a ❑ 1ST REV 0 �l/ 7 PLANNING Ceoki ING 0 2ND REV ❑ /e__ //40/4 UBUC WORKS PUBUC UTILITIES FIRE DEPT. PUBLIC SAFETY 0 0 3RD REV ❑ ❑ • Return this form to the Building Department once you have entered your comments into the AS400. Nov 09 07 08:54p ` ' i�l� �'J I " itif 2 1 ` 1/5 Works Ply Review Comments 1 Public W �c.� ,. D Initials: P Date: I)j / 1 ‘ Project. Name/.Address: 415 picA rr,± n -_4‘.1, Application/Permit #: " J yy..1i t Iw.. "'Pig." lilt K Ire .�i' S, i r 7 ® S 1 e -. { r� „' lti ,t � fill � {rt? ''� � 11 � �1 i e 1A �� P t ( :: rk x-eX 1�:: S . . • 1 L � ! r v "S0i 1 � 4 + :t LEg, ,,, j F v , { pp 1 ;1 � � ..1%.4., o ' ti. � lW� 01.. 1 ` ! .4 ,f (1 . 4,,i , 1 C : ,� t∎ 1 l ira #1 � 4x, _ q u t t ,g , ;� 6 `4. ek �� w t .l ! I .' j l Ii 1� I k . " Ss. �r fL Il f f r "0 4at t u, i f ' till' 1 r ' t r t Kit' t: i. Ilti ,t , ' . ue t , t . * 41 Fs�� k �!MMI d M f P N,! I I •'i1: ?G ..4�1. • �F"CL .. n., ti.... �� .', tM � ..... ..... Provide impervious surface calculations_ ,4./ k. C,,,, �Irt (-�rf MI , Provide erosion and sediment control plans with with ;,,St and 'noain� anCe ti r s;he le. • Provide drainage plans showing site topography (flow arrows, etc.) ' Provide construction site management plan, including Right - Way ?unit if using Er-'' , rigbt -of -way for construction parking. r— Provide a pre - construction topographic survey prep ed by a Plonda Licensed 'a ` r.rNS / s_al,, Professional Land Surveyor, showing 1 contour's. 7V >f Ju6. J S ') Section. 24 -66(b) of the Land Development Regulations requires on -site storage for increased runoff: Provide Delta volume calculations and on - site "edition required per ❑ Section 24- 66(b). (See attached info. Sheet) If on - site storage is required, a post construction topographic survey documenting proper a construction will be required. -„ A Right -of -Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool — VJ ellpoint (if used) must discharge into vegetated area 10' minimum from street ❑ . or drainage feature (swale or structure) - ' All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the . edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in the ROW (Commercial driveways — 6" thick). ,___ Any utility cuts in the road must be repaired using COS Standard Detail Case X and must be overlaid 10 feet in each direction fromi the center of the cut. Repair must be shown on the plans. __-_ d Yell. fe sl•...4 �� i CL / C‘ 7 Gr / ❑ • . pr. 0 - CITY OF ATLANTIC BEACH _ r ,4 8 00 SEM INOLE ROAD, ATLANTIC BEACH, FL 32233 07 : I I.__ OFFICE: (904)247 -5826 FAX NO.:(904)247 -5845 1. 1 1 BUILDING- DEPTOCOAB.US ,'- :iv, BUILDING PERMIT APPLICATION DUVAL COUNTY 1. // J ' 08 ADDRESS: �' ' s' f) 12. VALUATION OF WORK 3. SO. FT UNOER ROOF , 47 i ! rite cod tub tt Atlantic Beach, FL 32233 `' `74 /' 4) C W ( ,2 5 S 4. LEGAf DESCRIPTION: ; r 5. GLASS OF WORK: 6. 0 ? S1'RUG�RE::: l� BLOCK ID ice, 5e (Vet. h14trr net W.4'L:4- -0 (7. ®' W BUILDING ❑ CONVERTING INS COMMERCIAL RESIDENTIAL LOT RCIA AeDn10N ❑ CONVERTING USE ❑ COMMERCIA T DESWrTION OF WORK ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER t74'i /Ix' "t0 1 t �CarC�C c � 24Jt< ❑REPAIR ❑ POOL / SPA ❑ YES O WA o� ❑ OTHER Cl PROPERTY CONTJ AC ARCHITECT/ E ER: 9. NAME: 15. COMPANY NAME: z-4,COMPANY AME: {Z C" ; .. i�i(7.4 , IvQ.1 t 7.,.) ..J,1., 561;-Lew -6 -�v 'r uc1, .( - Uri"? - -1- SCt "tl �'b+ � 16, NAME: 24. LICENSEE !� / 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: if 7s Oc ci VtiLIA.c'L'c + LC,st. `._ t.` , 6C`..t'0 gV A4-tG.vLti ( : .L t 1.,F{� 3 ) 33 '8j 5 (10 - tlr 61 . X7 . es s:- t N- v ,� t'ctv(C. �4', 1 Al i , ..je.e.IC.&Oilli:lll, F4. 3 . : ) ? 3 . 3 ...) .eK�. ::U;. U Ft. 3 »,at4 1 1. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: I Ba )3- ct 1 ;• I q04--:0 - I (eft 4 - :}93 -7S 1 'it *4 -» 3. 7074- 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 5 (04- 041 --?J: f- _ 14. EMAIL ADDRESS: 22. EMAIL 5ihADDDRESS: 30, EMAIL ADDRESS: t'T 1.CC115'�'►''Ite ion ihdirCtl FEE SIMPLE TITLE HOLDER: 1J ..t + ► MORTGAGE t.E1�ER o r owe* THAN ovYNt (4) , 31. NAME: 33. NAME: 35. NAME: / 32. ADDRESS: 34. ADDRESS 79- 13 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work N not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Wells, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT -1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. 222 WARNING TO OWNER: 222 YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD ING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR Of Agent, Power of Attorney or Agency Letter Required) (Quell er Dray)'?` sig"ed: _�n Date . ,( l0 7 tbA f� r' �O 3A0� Signed: f v� Date: AV /Z.,3/ �3 Before me this of 0 (*C✓ (, 2007 in the county of Before me this .05 day of ()(. Li t.v , 2007 in the county of Duvala of Florida, has appeared Duval, State of Florida, has personally appeared , V C=4 .✓ ( &..)4. -I..i, S t.(1,(A.Ve 4. ) 1). Srt,,:L -.--. herin by himself / herself and aftlimts that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. , true and accurate. 3 N Public at Large, State �I b ( cGEounty of No Punic at Large, State of r I 6 r' 4 (C County of `t✓ G tl kerfersonelly Known IH Personaiy Known , ❑ Produced wemlrica ion - ❑ Produced loss' Notary Signature i Signature: 4L czc - 7.r v ra .60, • zit, MARIA -FE G. S i t N - Y pU $ MY COMMISSION 1 OD 1164383 :o MARIA-FE G. SMITFt , MY COMMISSIONS DD 684363 v EXPIRES: 25, 2011 COAB FORM 81DG01: REVISED: 1 • .• * • 4 . t * EXPIRES July 25, 20111 'TOFF` Bonded lin B rdgd Nary Sofas AAli tOF Fl d 1.! Beaded TIW Budget Notary Sepias 1' a 1 ---- Z --- :a e g g .8 t , t. 0 4 C _ , n V i 1 i � _ Q �' 1 1 k „,„.C. a a LC d 2 uI s i a' 1 tj -*r : le i In f• " e .0 1 41 C Nr uti i '.. 1 ]E g . " . ' 1 \ g" 1 iv) \ . 4 TORO 39Vd S33IA83S &SHOO 41OM 96ZZL66006 ZS :t I L00Z /LZ /Tt 12/20/2007 09:32 9849972295 WOLF CONSTR SERVICES PAGE 01/01 w i et a a . 11 �J 'I P ( O ce w 2 S r. o = 2 cli 4 ...... - 4 — _ .\ `1 i 1 1 '1 K...) . 7?-1 . 0 n C U. O Ti W U 1 S 1 8 1 -iE LP O O - E Cip 10 t ',J,) 12 , . 3 I vl N N p . • to in O b fl. ti C N O C O V V C E t J c i) Z.3 tal J `7 • 11 1, CITY OF ATLANTIC BEACH ,' 800 SEMINOLE ROAD - -� ATLANTIC BEACH, FL 32233 J INSPECTION PHONE LINE 247 -5826 � r INSPECTION EMAIL REQUEST: J rid Building- dept@coab.us Application Number 07- 00001525 Date 11/21/07 Property Address 475 PALMWOOD LN Application type description RESIDENTIAL ADDITION /ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 74000 Application desc INSTALL GARAGE & BREEZEWAY Owner Contractor NELLIS, RICHARD E. JL SMITH CONSTRUCTION 475 PALMWOOD LANE 12627 SAN JOSE BLVD ATLANTIC BEACH FL 32233 STE 705 JACKSONVILLE FL 32223 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 356.00 Plan Check Fee . . 178.00 Issue Date . . . Valuation . . . . 74000 Expiration Date . 5/19/08 Special Notes and Comments *2004 FLROIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. Other Fees CITY RADON SURCHARGE .32 ST CONSTRUCTION SURCHARGE 5.82 AB CONSTRUCTION SURCHARGE .64 STATE RADON SURCHARGE 6.15 Fee summary Charged Paid Credited Due Permit Fee Total 356.00 356.00 .00 .00 Plan Check Total 178.00 178.00 .00 .00 Other Fee Total 12.93 12.93 .00 .00 Grand Total 546.93 546.93 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 11/26/2007 16:16 9049972295 WOLF CONSTR SERVICES PAGE 01/02 3047 -1 St. Johns Bluff Road South iF Jacksonville, Florida 32246 " Tel. (904) 997 -3233 Fax (904) 997.2295 r 4 , _:, , }.7 WOLF CONSTRUCTION SERVICES, INC. FACSIMILE TRANSMITTAL Date: 116/200 Fax No.: e►_� /)r To: Tel. No.: Attention: Subject: Project No. Attached Please Find pages, including this cover sheet. We Transmit the Following: (_ 1 Final Certification n Service Authorization Sheet ❑ Invoice [❑ Proposal (� Memorandum ❑ Qualifications ri Letter of Inter t 4 gegi Message: MIIIMII7-411Mairelprilf41111111.41Mittill .t... ~t • d R 1 e,• f 4 .. 'C 4/61.11 1► 'T rYuw �t �-� • Comments' If you hays any Questions or difficulty receivingthis facsimile please call (9041997 -3233. ._1 a alt Jed AV\VIC. \J O pk• SINCERELY, WOLF CONSTRUCTION SERVICES, INC_ 1 Weaal C16 cc: WOLF -02 -2007 Rev. 08/2007 11/26/2007 1616 9049972295 WOLF CONSTR SERVICES PAGE 02/02 _ T * ...__. .... Pp 02/02 WOLF /WPC 11/26/2007 13:50 9049979150 PAGE 92 11/26/2007 14:30 004292124V 4 ,40. 0 2 - 41 • 1 CITY OF ATLANTIC BEACH . .;1..1 . t _ :.:.: ,ry ATLA 1TIC sum FL 32233 �, INSPEt KION PHONE LINE 247 -526 = r v INSPECTION EMAIL REQUEST: IMINIIOMMIlr Application Number 07- 00001525 Date 11/21/07 Property Address 475 PALMWOOD LN A,ppiicati.on type description RESID NTIA EAADDITION /ALTERATION Property Zoning 7UPDA Application valuation . . . Application desc INSTALL GARAGE & BREEZEWAY Owner Contractor NELLt8, RICHARD E, JL SMITH CONSTRUCTION 475 PALMWOOD LAS 12627 BAN JOSS BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32223 Structure information 000 000 - - - -. Construction Type TYPE 5-4 Occupancy Type RESIDENTIAL Flood gone ZONE X • Permit BUILDING PERMIT Additional desc • • Permit Pee • • . • 356,00 Plan Check Fee . . 178.00 Iseue Date . • • • Valuation . . . . 74000 Expiration Date . • S/19/0s Special Notes and Comment's *2004 FT.ROIPA. SUTLDZD1G CODE W/'05 -'06 SUPPLEMENTS. 2004 FLORIDA BUILDING CODS - RES IDEI+iTIAL . 2005 NATIONAL ELECTRICAL CODS. . ___ Other Fees CITY RADON SURCHARGE .32 8T CONSTRUCTION SURCHARGE 5.82 AB CONSTRUCTION SURCHARGE .64 STATE RADON SURCHARGE 6.15 Pee summary Charged Paid Credited. Due Permit Pee Total 356.00 356.00 ,00 .00 Plan Check Total 178.00 178.00 .00 .00 Other Fee Total 12.93 13.93 .00 .00 Grand Total 546.93 546.93 .00 .00 • Mom is Alin Onyx a'1 ACCORDAIMCR WITH ALL CITY or ATLANTIC Mai OluinsziaS AND TNi: MAIM sows cans. _ BP25OU01 C ITY OF ATLANTIC BEACH 11 /Li/U/ Application Tracking Step Selection by Revision 11:51:49 Application number • 07 00001525 Address • 475 PALMWOOD LN RE number • 172020-0194 - Application type • RESIDENTIAL ADDITION /ALTERATION NCR OLD ACCOUNT NUMBERS . . : AB04020 Tenant name, number Type options, press Enter. 2=Change 4= Delete 5 =View 6 =Fast log 8= Action log maintenance 9 =In /out maim Path - - -- Key Dates - -- - Action Summary - Opt Agency description Rev Step Reg In Est Cmpl Last Type By BUILDING DEPT. A 01 Y 11/06/07 11/22/07 11/06/07 AP DH - PLANNING & ZONING A 01 Y 11/02/07 11/22/07 11/02/07 AP SD - PUBLIC UTILITIES A 01 Y 11/09/07 11/22/07 11/20/07 PUBLIC WORKS 20/07 AP LS _ Bottom F3 =Exit F5 =Land inquiry F6=Add F7= Revisions F8 Misc info inquiry F9= Corrections report FlO View 3 F11 =Sort by agency F24 lore keys MiTek POWER rO PERFORM.' RE: 101603 NELLIS - RES. / JACKSONVILLE, FL. MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Site Information: Chesterfield, MO 63017.5746 Project Customer: DURHAM LUMBER Project Name: NELLIS - RES. Lot/Block: Subdivision: Address: 5914 NORWOOD LN City: JACKSONVILLE State: FL. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 'FBC2004/TPI2002 Design Program: MiTek 20/20 6.3 Wind Code: ASCE 7 -02 Wind Speed: 110 mph Floor Load: 55.0 psf Roof Load: 40.0 psf This package includes 11 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15- 23.003 of the Florida Board of Professionals Rules No. Seal# Truss Name Date 1 1113004728 ! FIG 10/26/07' 12 113004729 1 F2A 10/26/07 3 1113004730 F3 1 10/26/07 ! SHOP DRAWING REVIEW DISPOSITION 4 1113004731 F3A 1 10/26/07 1 ATTENTION: Review of shop drawings is only for conformance with i 5 ,113004732 1 F3G ! 10/26/071, the design concept of the project and does not relieve the contractor 6 1113004733 F4G 10/26/07 1 ni responsibility for any deviation from the requirements of the shop 1 7 1 113004734 F5 10/26/07 i , awings. Contractor shall determine and verify all field measurements. 8 1 113004735 I F5E 10/26/07 XI APPROVED 0 RETURNED FOR CORRECTION 19 1 113004736 , F5G 10/26/07 ' . 113004737_ E l APPROVED AS NOTED T1 10/26/07 , 0 RETURNED WITHOUT ACTION 1 11 113004738 T1 E 10/26/07 0 NOT APPROVED ❑ SEE TRANSMITTAL LETTER COMMENTS 8Y ' DATE .16 20 HULSBERG F .IINEFRING, INC. FL C T. 25846 11481 ST. A GUSTINE RD. #202 JAF,KSONV LLE, FL 32258 The truss drawing(s) referenced above have been prepared by MiTek„ ''� S� +w• �� Industries, Inc. under my direct supervision based on the parameters,? * ;' • No 5 8316 ? ,t provided by J & R Overhead of N. Fla, Inc. Truss Design Engineer's Name: Miller, Scott 7:13: T t My license renewal date for the state of Florida is February 28, 20091., NOTE :The seal on these drawings indicate acceptance of r ° �S 1 0 NAX - ON professional engineering responsibility solely for the truss "'•r_ii�urrw!''_ scot W. Miller, FL Lie #68316 components shown. The suitability and use of this component Mrrekinau6i$e8,Inc. particular building is the responsibility of the building 14615 " ° " " ° "`e "F ° "Y ° " "° for any p 9 p ty g sure 3aa designer, per ANSI/TPI -1 Chapter 2. MO, 63017 October 26,2007 FL.Cerr.#8634 1 of 1 Miller, Scott Job Truss Truss Type Qty Ply NELLIS - RES. r JACKSONVILLE, FL, y 113004728 101603 FIG FLOOR 1 2 Job Reference (optional) J & R Overhead,LLC, Keystone Hgts 6.300 s Jul 11 2006 MiTek Industries, Inc. Frl Oct 26 14:14:58 2007 Page 1 2 -6-8 I 5-2.0 1 7-4 -1 1 10-6 -8 2 -6-8 2 -7 -8 2 -2 -1 3-2-7 Scale = 1:17.6 2x4 11 3x6 = 3x6 = 2 3x4 = 3 3x4 = 1 4 5 ® e E.- Y g 11 7 6 / 3x4 = 3x4 = 3x8 = 2x4 11 2x4 11 2 -6 -8 5 -2-0 l 7-4 -1 I 10 -6 -8 2 -6 -8 2-7-8 -- 2-2-1 3 -2 -7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I /deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.06 8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 104 1b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 4 SYP No.2D end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. 1-10 2 X 6 SYP No.2, 5-6 2 X 6 SYP No.2 REACTIONS (lb /size) 10= 973/0 -3 -8, 6= 826 /Mechanical FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -10 =- 852/0, 1 -2=- 1732/0, 2 -3 =- 2625/0, 3-4 =- 1829/0, 4 -5 =- 1829/0, 5 -6= -764/0 BOT CHORD 9 -10 =0/190, 8 -9= 0/1732, 8 -11= 0/2625, 7 -11= 0/2625, 6 -7 =0/221 WEBS 1 -9= 0/1692, 2 -9 =- 565/0, 2-8= 0/960, 3-8 =0/148, 3 -7 =- 882/0, 4 -7 =- 20610, 5 -7= 0/1704 NOTES 1) 2 -ply truss to be connected together with 10d (0.120 "x3 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc, 2 X 4 -1 row at 0 -9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc, Except member 3 -8 2 X 4 - 2 rows at 0 -5 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply It II 11 t �� t connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. l 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. ?► � ., 14 4, 1 , 4) Refer to girder(s) for truss to truss connections +w r a h . \ Ci E N +''` , < 1. 5) Girder carries tie-in span(s): 4-4-0 from 0-0-0 to 6 -2 -0 � ti � `,, 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached tr. " 1. walls at their outer ends or restrained by other means. ` * O t. * 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 350 Ib down at 5 -2 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. ! LOAD CASE(S) Standard STATE OF CL► 1 Floor Lumber Increase =1.00, Plate Increase =1.00 °",,, * i{ {� : "4` / ti Uniform Loads (plf) I� , ` +. Vert 1 -5= -100, 10- 11=- 67(F = -57), 6- 11 = -10 e, ' t .. .,1a Ft � `'� *�. Concentra Loads (Ib) ,, J 0 NAs. - O S Vert: 8=-350(F) - , , f t , Olt - ' WIWI SouW 14irleY C,Ltc583 #16i MiTek .lrtdiidtrloe,,18e, 14555 'tSd1itr 0uter"Pcifty;Orlv8 Suite 300 Chesterfield, MO, 85017 ` FLCertd16634 4 October 26,2007 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEN REFERENCE PAGE MR -7473 BEFORE USE. Mil Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. 1�ii� Applicability of design paramenfers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stobitity during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Qualify Criteria, 006.84 and 8CSI1 Building Component 's 14515 N. Outer Forty, Suite 8300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 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U wu`.zoo, a a) i 5 a) c o O a ° = o ° 9 p D a) 2 O di a) c c . � a) - U N O c Z • C 0 �� d l � � �a � > 6 p OO u � ® • c t) +-_C 0 inw q) 9.4) p C a) c o 0; c c = i j N O � a) O !v - w � DE L O . . 0 „, 0 ) it: co. _o-0 00 * ca -a� o0w -Oa o ff . -� N 0 2 0 0 G) O C - 0 o o L .Q F. o 14.1 C o w C c U o v 22 C w .Q '+- 0 v) U _ in v> 0 E 0 - 0 Q a) D O ' O U N U O m } re , NCaO •` 2 - "fl EC 0 Qua) UpU [2O 0 O Z 7O a -- O-- a)<; ,- t= Z ) O U N a)Oo ) - O � 0 c T � o v b�+ q o c � y 3 c o o ca o O O 0 x v v , 0 > w -4 c - O t C O �� U O Z L C QO v p ^', C O O (U U o x j U O O O U p �O O Q Q C o O y2 0-c = a 0T)'^ 0 ® U 0-'0 V O U O N a) c pm 3 ' N 2 Uo ono .-0 � ° e �3° U' noi- ��c o E. to o Z O a - 0 �a v ,o U � • c m �� .Q 0 r- 0 0 0g 0 Z ao S� �U' E iiijir 11 O )L N m C [L m c tel. a. q W v, �, - Job Truss Truss Type Qty Ply NELLIS - RES. I JACKSONVILLE, FL. 113004729 X01603 F2A FLAT 1 2 Job Reference (optional) J & R Overhead,LLC, Keystone Hgts 6.300 s Jul 11 2006 MiTek Industries, Inc. Fri Oct 26 14:14:58 2007 Page 1 2-6-8 I 4 -11 -5 I 7-4 -1 1 9-8-13 I 12 -1 -10 1 14 -8-2 1 2-6 -8 2-4 -12 2 -4 -12 2-4-12 2-4 -12 2-6 -8 Scale = 1:24.7 TRUSS DESIGNED TO SUPPORT THE LOAD GENERATED BY A TRIBUTARY AREA EQUAL TO 24 INCHES OF ROOF LOAD ONLY. 2x4 I I 2x4 I I 3x4 = 3x4 = 3x6 = 1 3x6 = 2 3x4 = 3 4 5 6 7 - Y Y M Y Y r r Y Y Y Y r ° ! ° �i !�♦�! , :i : i!�♦�♦� !'! ♦•� !-�♦° !'!�♦�!�!♦♦�!♦!�!♦!!• R °!!♦! ♦♦!♦!!♦ : K �!!!i !!! °♦i!!!K.: ! ♦ ♦♦!♦: !•!♦! ♦! i♦!!! � ° ♦!! !•!!•!!! i ♦ !♦! ♦i ♦!f ! ♦� !*O K ♦!R ♦ °!!! °!!! i ♦! °i i ° °•!! °1 !!!!♦!! °♦ i ° a!♦ ! ♦° K • i °• °i i i i i !♦ ♦♦! i , w°! : w! ! s a °! ! �!!!� ♦ ♦ ♦ °! ♦!♦ ! ♦! !!! i ! ♦ !! ! � ! ♦i! A !i ♦! ♦! ! ♦�°!! ♦!!� !♦!!! �♦ �! ♦! °i ♦♦! e!�♦�s ! ♦ ! ♦ ♦ ° ♦ !!! i!♦ ii!! ♦♦!! ♦ ♦!!! ! 7♦♦ �!! !! °♦ ♦ ^ ° � a ! ♦♦ °!! ♦ °s °♦!• °i !°!!!♦°♦! °!!°! ♦♦ � °.., ° ♦ °!! ♦ !• • i ° ♦!�• ♦ °i %♦�♦ ♦ ! ♦ !!! : :!�!�!!� i i ♦ ♦:♦' °!!! ♦� i♦i ! ! ♦ ! !: ♦:♦ ♦! i �!. :! ♦! ♦ °! ° ♦! ♦!:! :!! e! ♦ ♦!:: ; � ° ! ! 4 ♦ !�P : ♦:!:°! *;:: ♦! ♦!!!l�il:l:♦ °! ! ° ! !° ° ♦ w!♦ ♦ °! °a !i • ♦ ! ! w ♦ ♦ i ! ° 2x4 11 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 2x4 II I 2 -6 -8 1 4 -11 -5 I 7-4 -1 9 -8 -13 1 12-1-10 1 14-8 -2 1 2-8-8 2-4 -12 2-4 -12 2-4 -12 2-4 -12 2-6-8 LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 137 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purtins, except BOT CHORD 2 X 4 SYP No.2D end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: 1 -14 2 X 6 SYP No.2, 7 -8 2 X 6 SYP No.2 6 -0 -0 oc bracing: 11 -12. REACTIONS (Ib /size) 14= 113/14 -8 -2, 8= 115/14 -8 -2, 13= 262/14 -8 -2, 12= 276/14 -8 -2, 11= 269/14 -8 -2, 10= 266/14 -8 -2, 9= 264/14 -8 -2 FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -14 =- 101/0, 1 -2= -17/0, 2 -3 =0/10, 3-4 =0/10, 4 -5 =0/10, 5- 6 =4/0, 6 -7= -22/0, 7 -8= -103/0 BOT CHORD 13 -14 =0/41, 12 -13 =0/17, 11- 12= -10/0, 10- 11 =0/4, 9 -10 =0/22, 8 -9 =0/42 WEBS 1 -13= -27/0, 2 -13 =- 227/0, 2 -12= -3010, 3 -12 =- 240/0, 4 -11 =- 240/0, 5-11= -15/0, 5 -10 =- 234/0, 6 -10= -20/0, 6 -9 =- 231/0, 7 -9= -22/0 NOTES 1) 2 -ply truss to be connected together with 10d (0.120 "x3 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc, 2 X 4 - 1 row at 0 -9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9-0 oc. x _, , 11 i # Eiii,. 2) co have i been rev provided to d bute only load except oted as (F) er B) unless otherwise indicated. LOAD CASE(S) section. Ply to ply 11 0% 11 Mt/ 1 1', 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. .17 Co) � )l `+ y 4) Gable requires continuous bottom chord bearing. **4+•./4 *** ..,,•,„, , ' �,, 5 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached tt. i ' N O $,) S. walls at their outer ends or restrained by other means. * r * M* *. LOAD CASE(S) Standard * * * CC Ire 4) *. STATE OF +(C/w ti. '10 ,y *Y J4 fi r. V/, ip. 4, %. JO p AIL S- `S8oit V argot, FL uE s 16i 106OrtatOttinit,Int 14515 North:Outer Forty: Drive'. Spite 301 Cheefe/6e1d,MO, 83011' -Celt f October 26,2007 A WARNING - Verify design parameters and READ NOTES ON TTUS AND INCLUDED MITES REFERENCE PAGE MIIT4T3 BEFORE USE. I Mt I Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek * is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PeeFasl,- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TP11 Quality Criteria, DS13-89 and 13CSI1 Building Component 14515 N. Outer Forty, Suite #300 Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 N CD `w 0 Q C _ > E o c p c b N O o 3 Q. vs p S), 0 N •«°'-- N 0 .,0 -'a) o ° U p r a N 0 p 'O C a O m " o . � � _ -O a o ,,,u r ° ° ' 0, 0 0 � 3 O ,n C c - 0 O • O 0 a' 6 E c N ,�. O o 3 O U 92 C 2 A , S E O ) (L o – Q 3 - o ._ o 0 0 0 2 ° a t' ° o n a� n ° 0 a) ` Q o W D N _ 2 a) 2 0 30 0° ° oa) all' }O ,Oo a) a C 6O C 6 t �' a) - U '° Wm 0 Tp C) > - - 13- N O O o _ 9 ° � . = N� 2-C ..9. 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Fri Oct 26 14:14:59 2007 Page 1 1 2 -6 -8 1 4 -11 -5 1 7-4 -1 1 9 -8 -13 1 12 -1 -10 } 14-8 -2 1 2 -6 -8 2-4 -12 2-4 -12 2-4 -12 2-4 -12 2 -6-8 Scale = 1:24.7 2x4 I I 2x4 II 3x4 = 3x5 = 3x6 = 1 3x6 = 2 3x5 = 3 4 5 6 7 i -- [+ --------------------- f ;=1 : ------------- f :; : r H. 13 12 11 10 9 3x6 = g 2x4 I I 3x6 = 3x5 = 3x4 = 3x5 = 2x4 I I 2 -6 -8 I 4 -11 -5 1 7-4 -1 I 9 -8 -13 I 12 -1 -10 1 14-8-2 1 2-6-8 2-4-12 2-4 -12 2-4 -12 2-4-12 2 -6 -8 LOADING (psf) SPACING 2-0 -0 CSI DEFL in (loc) I /deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.14 10 -11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.23 10 -11 >757 240 BCLL 0.0 Rep Stress Ina YES WB 0.56 l-iorz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 69 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3 -10 -0 oc purlins, except BOT CHORD 2 X 4 SYP No.2D end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. 1-14 2 X 6 SYP No.2, 7-8 2 X6 SYP No.2 REACTIONS (lb /size) 14= 782/0 -3-8, 8= 782/Mechanical FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1-14=-719/0, 1 -2 =- 1397/0, 2 -3 =- 2488/0, 3-4 =- 2488/0, 4-5 =- 2488/0, 5-6 =- 2374/0, 6- 7=- 1422/0, 7-8= -726/0 BOT CHORD 13- 14= 0/165, 12- 13= 0/1397, 11- 12= 0/2488, 10 -11= 0/2374, 9- 10= 0/1422, 8 -9 =0/156 WEBS 1 -13= 0/1352, 2 -13 =- 622/0, 2 -12= 0/1216, 3 -12 =- 345/0, 4 -11 =- 155/0, 5 -11 =- 128/477, 5 -10 =- 340/0, 6 -10= 0/1038, 6 -9 =- 599/0, 7- 9= 0/1389 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached tot 1 ; a i l / i. walls at their outer ends or restrained by other means. AO' -r w ��0 L OAD CASE(S) Standard �4" r� G * � J j r . % o. No 5-E4':3``T 6 • — - r — • * W i • STATE OF ,� t r rrC? : 1 4 .` i ii i� t t {I, i t % : % f „tt W Mfi(aY, Ftail5g3Y6 Mil* 11iiiiiitA B„ isa: 14518-Notttyt'mee # Suite'kdb 'Chesterilefd,.f c -, 6301 LF4CGert�rd8 _ October 26,2007 ® WARNING - Verify design parameters and READ NOTES ON TIDE AND INCLUDED I IITEIC REFERENCE PAGE 1011-7473 BEFORE USE. s Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameniers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown ,v' iTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during cons lruction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding eoWL1 1£RFO1M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /1P11 Quality Criteria, 058 -89 and BCSI1 Building Component 14515 N. Outer Forty, Suite 8300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Moclison, WI 53719. 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N N °m c U 0 � UJI v a) E U o O °� a ° - . °' - 6 '0.- ° o rs ® } v � pp c o•� o o t5 (I c c o Z C,,Ea - � ' 0 ) ° c °a cvcs�� ® 00a-0 II ▪ voo¢o °z � � ° Da w - °- . 0 ra -° } c ° o v 0 °� o- N Z -• Ca c Z ;d c U c c c 0 11 "C1 0 O r: " - C U c � r -o�o c Ti 0 0 'D ' 7 } v, 0 O - 4o v o v rJ `�" 0 N P. 11.6 I +a a ca 1‘. � a �1 Hh t a .. ♦A% 4Q * o Q `(.1'° W.- .� vi mi lip a. ga Job Truss Truss Type Qty Ply NELLIS - RES. /JACKSONVILLE, FL. 1101603 F3A FLAT 2 1 113004731 Job Reference (optional) J & R Overhead,LLC, Keystone Hgts 6.300 s Jul 11 2006 MiTek Industries, Inc. Fri Oct 26 14:15:00 2007 Page 1 2 -6 -8 I 4 -11 -5 I 7-4 -1 I 10 -9-8 I 2 -6-8 2-4 -12 2-4 -12 3 -5-7 Scale = 1:18.1 2x4 II 2x4 II 8x8 = 1 3x6 = 2 3x4 = 3 4 5 - Iii II f� X i rav „ e w Q, �tp�l 9 8 7 3x5 = - /�� Jf 3x4 = 3x4 = 2x4 I1 2x4 11 2 -6 -8 I 4 -11 -5 I 7-4 -1 I 1 0 -9-8 I 2 - 2-4 -12 2-4 -12 3-5-7 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.05 8 -9 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.08 8 -9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 48 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 5-7 -3 oc purlins, except BOT CHORD 2 X 4 SYP No.2D end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. 1 -10 2 X 6 SYP No.2 REACTIONS (lb /size) 10= 557/0 -3-8, 5= 557/0 -3 -0 FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -10 =- 523/0, 1 -2 =- 973/0, 2 -3 =- 1233/0, 3-4 =- 1233/0, 4 -5 =- 1233/0, 5 -6= -2/40 BOT CHORD 9- 10= 0/108, 8- 9= 0/973, 7 -8= 0/1233, 6 -7 =0/127 WEBS 1 -9= 0/949, 2 -9 =- 361/0, 2-8= 0/419, 3-8 =- 158/0, 4 -7 =- 325/0, 5 -7= 0/1192 NOTES 1) Unbalanced floor live Toads have been considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3 -16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. .40% fi I i y Iriiy LOAD CASE(S) Standard S N �� M/4111,40` _ "• « No 58.316 •• *.« r? j r' �. * yy. " STATE OF :' *,L {t S4 ktos r ' , + ()IV At % 874 SC6ff WW:mile F 110 i 5g31ri`. MITAitlild"ristfl ", ihc: 1 North Outer Forty :Olive !. sidle r atio thesterlietd MO 83017 `'L deYf _ October 26,2007 A WARNING - Verify design parameters and READ NOTES ON MS AND INCLUDED MITER REFERENCE PAGE MU -74T3 BEPORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. R Applicability of design paramenters and proper incorporation of component is responsibility of building designer not truss designer. Bracing shown iVliTek- is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure 5 the responsibility of the building designer. 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D .-C 1- ''-'" '''-' (3 E .0 0 :-... C - 6 0 co 0) o o t5 -.... 6 ii; z ■■ 0 0 r..- ...„ I c a VZ c cl- ae _, . • E . Irix LAE I I o w .2 ti 47 2 A 1.9 NI- WI X ;k *. 3 gill ro t E • • ' >•■ i Zt A ° 0 .14E "'Cr W - , _ Job Truss Truss Type Qty Ply NELLIS - RES. / JACKSONVILLE, FL. 113004732 101603 F3G FLAT 1 2 Job Reference (optional) J & R Overhead,LLC, Keystone Hgts 6.300 s Jul 11 2006 MiTek Industries, Inc. Fri Oct 26 14:15:00 2007 Page 1 2-6-8 l 4 -11 -5 { 7 -4 -1 l 10-8-0 I 12 -1 -10 l 14-8-2 2 -6 -8 2-4 -12 2 -4 -12 3 -3 -15 1 -5 -10 2 -8 -8 Scale = 1:24.7 2x4 II 2x4 II 3x5 = 3x5 = 3x6 = 1 3x6 = 2 3x5 = 3 4 5 6 7 i ( -"-----2-----------------'-' 1 17---1111- III.1 sr Immi i r - mom witiol lage maw II 13 12 11 10 9 3x5 = 8 2x4 I I 3x4 = 3x5 = 7x6 = 3x5 = 2x6 I I I 2 -6 -8 I 4 -11 -5 I 7-4-1 I 10 -8-0 12 -1 -10 14-8 -2 l 2 -6-8 2-4 -12 2-4 -12 3 -3 -15 1-5-10 2-6-8 Plate Offsets (X,Y): [11:0- 3- 0,0 -3-4) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl LJd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.12 11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.18 11 >929 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 147 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2 X 6 SYP No.2 *Except* end verticals. 11 -14 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1 -142 X6 SYP No.2,7 -82 X6 SYP No,2 REACTIONS (Ib /size) 14= 974/0 -3 -8, 8= 1313 /Mechanical FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -14 =- 880/0, 1 -2 =- 1749/0, 2 -3 =- 3607/0, 3-4 =- 3607/0, 4 -5 =- 3599/0, 5 -6 =- 4190/0, 6 -7 =- 2518/0, 7 -8 =- 1068/0 BOT CHORD 13- 14= 0/218, 12- 13= 0/1749, 11- 12= 0/3804, 10- 11= 0/4192, 9 -10= 0/2518, 8 -9 =0/478 WEBS 1 -13= 0/1680, 2 -13 =- 867/0, 2 -12= 0/2043, 3 -12 =- 496/0, 4 -11 =- 111/0, 5 -11 =- 899/326, 5 -10 =- 225/0, 6 -10 =0/1997, 6 -9 =- 1075/0, 7 -9= 0/2209 NOTES 1) 2 -ply truss to be connected together with 12d (0.131 "x3.25 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc clinched, 2 X 4 - 1 row at 0 -9 -0 oc clinched. .A101[11111/10 Bottom chords connected as follows: 2 X 4 - 1 row at 0 -9-0 oc clinched, 2 X 6 - 2 rows at 0 -9 -0 oc clinched. %S �T W. M/i 4,, Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc clinched, x-44' %d * * * aq w" *'* . 04 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply *.w'► GI ti E ** + '",. connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Y: 3) Unbalanced floor live loads have been considered for this design. w * No 58316 i 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to truss connections. "" ylk 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached 03 ""f walls at their outer ends or restrained by other means. .li * °�TAT E OF . : * L(J 7) Hanger(s) or other connection device(s) shalt be provided sufficient to support concentrated load(s) 723 Ib down at 10-8-0 on bottom 4. -' chord. The design /selection of such connection device(s) is the responsibility of others. r i *�� ` V'.." r,� LOAD Floor: CAS mb e r Stand " � se =1.00, Plate In =1.00 r � � , -- :► Uniform Loads (plf) Vert: 1- 7 = -100, 8- 14 = -10 'a FLU 58 t 14 5 15 lridtlhOu t rtlh Concentrated Loads (Ib) t�t5Y5 fUCYrlh k tufdr Ferry Grtvei Vert: 10-723(F) Suite adtt Chesterfield, MO 6381? fIL dent/AU October 26,2007 Design val id for use Verify with Mifek connectors, This design is based only upon parameters shown, and is for an individual building component. WARNING - Ve design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE )IW.7473 BEFORE USE. NI g Y q Y p 9 P Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek' is for lateral support of individual web members only. Additional temporary bracing to insure st ability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rows„ r,, ,,ERFORM; fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/Wit Quality Criteria, DSB -89 and BCS11 Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Chesterfield, MO 63017 6 — >- .0 0 t N L)= N > E o c 2 g_ 0 m o b3 Q ti O m �� O c 0 'U� _c •a � aN -Q u. 0 ' ° L � o '° 00 3 C +. m . 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Uz J nwooZo. v; Q v g c a s } O ��O C OU O x C4- O N O C-C7 � H U '= 6 v, N 6' N�., aN C I- T OCo 1� } I II`` o •N •1•- N .SC .� C 76 N N .- (I) V / � O � C C d c D i .0 ) 1- N 4- A) ul L 0 o f r O O •` 0 N 0) � L. - 0 N4 --'"" C D NO f.� 4) OC �S0- • . 4 + X - 00 O.- 0- o O + � cat- ll oo C C of - ✓ o � a)o w o f °o a) c °�r�i� X9 o� .2. c -0 � o9o Z -° 0 -3 c o ,A v O W C C o Z ' - o - U.° N O O°D� U 2 • a oa °- o o ' o" ) O —1,-, aT �o 0 ti 0 0 °L. Q ? n an ®� a c J �-X o on o w O ° � � O � w 0 C - 0 C QO� C !'2C OOC� C Z U c - 0 G • c� U °oma�a� 43 u Q ,, �� ' ` o rig c Zo 0766 °'O cO Ni- O * . VI d 4, + ° � d m 4, cZ mU a om Jot) Truss TruSS Type Qty Ply NELLIS - RES. / JACKSONVILLE, FL. 113004733 101803 F4G FLOOR 1 Job Reference (optional) J & R Overhead,LLC, Keystone Hgts 6.300 s Jul 11 2008 MITek Industries, Inc. Fri Oct 26 14:15:01 2007 Page 1 3x6 2-4 -4 - 4 -8 -8 - x: 2-4 -4 2-4-4 Scale = 1:7.8 0 0 0 o a a; , a * a 3x8 = 5 4 2x4 11 2x4 11 1 2-4-4 1 4-8 -8 1 2-4-4 2-4-4 LOADING (psf) SPACING 2-0 -0 CSI DEFL in (loc) t /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.08 Vert(LL) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 4-8 -8 oc purlins, except BOT CHORD 2 X 4 SYP No.2D end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. 1-62 X6 SYP No.2, 3-4 2 X 6 SYP No.2 REACTIONS (lb /size) 6= 723/0 -3-8, 4= 723 /Mechanical FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 6=- 679/0, 1 -2 =- 1075/0, 2 -3 =- 1075/0, 3-4= -679/0 BOT CHORD 5- 6 =-0/0, 4 -5 =0 /0 WEBS 2 -5 =- 804/0, 1- 5= 0/1140, 3- 5= 0/1140 NOTES 1) 2 -ply truss to be connected together with 10d (0.120 "x3 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc, 2 X 4 - 1 row at 0 -7 -0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply t,,t Ut l ill If tts connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. , ,y t, ,� 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. *4i-8 o ' ' A4/4 C '` fir 4) Refer to girder(s) for truss to truss connections. 1:*, G ra •. o E !v •• -• " 5) Girder carries tie -in span(s): 10-8 -0 from 0 -0-0 to 4-8 -8 4 " .`* � '$* ". *r► * «• 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached tgri' w •' walls at their outer ends or restrained by other means.. * • N fJ ' . r ; r .w LOAD CASE(S) Standard • .; * • 1) Floor Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) r ' - STATE O F ; • 414 Vert 4- 6 = -10, 1- 3=- 330(F= -230) + 0 a 'a .+ 4 ti r , or ♦ ' ' ',, `+ /t AFL ' ' os' •Sc6tt W Miffat ;FC Leci 51 S MiT*IndiiiiiSigilhe. 14816 Nortwouttet Forty Dove; Sulte, Chesterfield, rifO 61017 P1 tert#8634.___ __.-.. October 26,2007 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITRE REFERENCE PAGE MTI- -7473 .BEFORE USE. - Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown m , AITek - is for lateral support of individual web embers only. Additional temporary bracing to insure stability during construction is the responsibillily of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding >awEe ra P6 Fo.M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/M1 Quality Criteria, DSB -89 and BCSI1 Building Component 14515 N. Outer Forty Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 N O L z Q. in p 0 0 N O O O .2, O - o ° °° a N U C 0 0 L 0 U Eo 0)2 E o° D C O a a� o ° 0 7c oU 3 6"(' ) 0 a) c c8 - ° u E� a > o ° v� c 0,u c E ° 2 - 0 0 L o 0 0 c a O o .- c ., o 0 o c s 3 - z 0 0 A, � �"' ° .2, - u o. 0 o} c °- c E ° 0 °- i7 E s u -0 W 2CO (O° 30 0' ° a00 0 _ Q- NU 00 UO OO 0 c C aO O ° a V E 'O. o v L.- c9 oV }t c.. > c= c o c .o .D 0 '� c a �- ro >-c 20) u U v, = 0 t-- c 0 O 0 0 0_ Q Z o .o - 0) v N V °' N } a U N N 0 a , 0° O �_ � a >-. ? �Q a ''..0z--.. 3 a uU c. > r'Uc o0 t) oc = E E c 3 c �/� 9 0.->-' 0 C CO ° N Q) ; � O)"' O O U 0 O 0) W m cv) V 13 C " -06>- .)a 0) Z 0Z . , 5 - O c 0 °) Q."' =' -° 9 0 N O > (I) 0 0 0 °; �o1� o° roo a°i�� .Qi "oE ti o °h °c r� � o DE Qg 0 - ° w ua � 0 o O O c V ZT v , L 0 ° O- O ,-'D.6'., n c E 0 >. O N 'g '..$ L U 0 v- ro ' a0 'pro , '- - E .6' rn V " 0 . > 0 O E. 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Fn Oct 26 14:15:01 2007 Page 1 J & R Overhead,LLC, Keystone higts a 1 3x6= 2 2x411 4-2-8 2 -1-4 I 2-1-4 2-1-4 Scale: 1.5 " =1' 3x8 = 5 4 2 -1-4 4 -2-8 2x4 I I I �x4 II 2 -1-4 2 -1-4 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.09 Horz(TL) 0.00 4 n/a n/a Weight: 221b BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 4 -2 -8 oc purlins, except BOT CHORD 2 X 4 SYP No.2D end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. 1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2 REACTIONS (lb/size) 6= 206/0 -3-8, 4= 206 /Mechanical FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-6 =- 192/0, 1- 2=- 207/0, 2-3 =- 207/0, 3- 4= -192/0 BOT CHORD 5- 6 =0/0, 4- 5 =-0/0 WEBS 1- 5= 0/237, 2 -5 =- 220/0, 3 -5 =0/237 NOTES 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,f1 {111!1 / LOAD CASE(S) Standard�� . f .r * � • * No 5 8316 *'; ■ - ++ - Ir Gr STATE OF : "4/ ' O i�- sg ot W Hit t er tL. L1iv2583161 Mitrk Intiikttft , fh6 145x5 Noyih Outet Forty Drive Chestetfleldi,MO, 601' October 26,2007 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII --T4T3 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon paiametes shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek . '.. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 5 the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pewcw TO PERFORM, fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, 058 -89 and 8CSI1 Building Component 14515 N. 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WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. 1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2 REACTIONS (lb/size) 6= 75/4 -2 -8, 4= 75/4 -2 -8, 5= 262/4 -2-8 FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-6= -68/0, 1- 2 =0/5, 2- 3 =0/5, 3-4 =-68/0 TRUSS DESIGNED TO SUPPORT THE LOAD GENERATED BY A BOT CHORD 5- 6 =0 /0, 4- 5 =-0 /0 TRIBUTARY AREA EQUAL TO 24 INCHES OF ROOF LOAD ONLY. WEBS 1- 5 =-6 /0, 25 =- 233/0, 3- 5 =-6/0 NOTES 1) 2 -ply truss to be connected together with 10d (0.120 "x3 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc, 2 X 4 - 1 row at 0 -9-0 oc. Bottom chords connected as follows: 2 X 4 - row at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. PIy to ply 4 ,0,01/ 1 a Mit connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. , „ - I +�, 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. ., *„,• .1 ♦ ¢ 4) Gable requires continuous bottom chord bearing. w� co * \ r✓ E Af s %. i o s 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to a, ,,*"..\., t * • , .. walls at their outer ends or restrained by other means. * * r 4:: * • N -E? 5.8316 . LOAD CASE(S) * I S) Standard a . �{ r ry/�... STATE OF xL[ 14 ✓ 1S' * *•..,...f * * w-- I 610 �, V - (Scott W. M4/1010 . FL.Lic 58316 MITek 'Wearies, Inc. 14515 North uter FortydkWe Suite 300 Chestertteld;:MtO, 63017 FL,Cert 1___ ___ October 26,2007 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1- -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the r' sponsibillity of the MiTek. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For genera guidance regarding POWER TO PERFORM, fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPt1 Quality Criteria, DSB -69 and BCSI1 Building Component 14515 N. Outer Forty, Suite #300 Safely Information available from Truss Plate institute, 583 D'Onofrio Drive. Madison, WI 53719. 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N Z7 O p „ E Q �+ p � t x p a � N C .,�.c o 0 U U X p o 11 p! = C � ' p� p ® U a� ° Q a lc N '5 -c. §0. 1 1 7• , C �-L. - 9. c (,)3 QO._ N CUC JCI o r.. ill . 0 PU N V m � iA F IU � / / � 4 J * - ce- 0 d V Q W • C Z m U t/ a. * a. �.e m d 0 m Job Truss Truss Type Qty Ply NELLIS - RES. / JACKSONVILLE, FL. 113004736 FLOOR 1 101603 F5G FL 2 Job Reference (optional) 6.300 s Jul 11 2006 MIT& Industries, Inc. Fri Oct 26 14:15:02 2007 Page 1 J & R Overhead,LLC, Keystone Hgts 3x6 — 3 2 2x4 II t 1 3x6 = 4 -2 -8 2-1-4 I I 2-1-4 2 -1-4 Scale: 1.5 " =1' • 3x8 = 40 7 5 6 4 2 -1-4 l 4 -2 -8 1x4 II I 1 Zx4 II 2 -1-4 2-1-4 _ LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0,00 5 >999 240 BCLL 0.0 Rep Stress incr NO WB 0.08 Horz(TL) 0.00 4 n/a n/a Weight: 491b BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 4 -2-8 oc purlins, except BOT CHORD 2 X 6 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. 1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2 REACTIONS (lb /size) 6= 406/0 -3 -8, 4= 406 /Mechanical FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -6 =- 270/0, 1- 2=- 367/0, 2-3 =- 367/0, 3-4= -270/0 BOT CHORD 6- 7 =0 /0, 5- 7 =0/0, 5- 8 =0/0, 4 -8 =0 /0 WEBS 1 -5= 0/412, 2 -5 =- 209/0, 3 -5 =0/412 NOTES 1) 2 -ply truss to be connected together with 10d (0.120 "x3 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc, 2 X 4 - 1 row at 0 -9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply ; ALI fl►i1� connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.► w • Jr 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. % 00 . • M/ , ♦ � 4) Refer to girder(s) for truss to truss connections. w „4... ) . o' E kr ' • , ` ! r 5) v Recommend 2x6 stron backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to . walls at their outer ends or restrained by other means. N O 5 $3 6 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down at 1 -0-0, and 200 Ib * : * y down at 3 -2 -8 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard • ft •`' 1) Floor. Lumberincrease =1.00, Plate Increase =1.00 * • STATE OF • Uniform Loads (plf) , Q •' ` "••' . •: Vert l 4-6=-10 �,• • . •• Concentrated Loads(Ib) `4 Vert 7=- 200(F) 8=- 200(F) 0 4 A' ,..0 ..._ + _ - ' 1 W T FL UCit583116 tl rreit IRdu&tftles lid 14515 MorthOttfor Farb/Drive, ;S1410063 LIOtteater'fie)d, MO, 41,017 [fit. .'tttite634 October 26,2007 A WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I -7473 BEFORE USE. ?�s Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �� 1 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek- is for lateral support of individual web members only. Additional temporary bracing to insur stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,.owes.o vrnra "M: fabrication, quality control, storage, delivery- erection and bracing, consult ANSI/1PI1 Quallty Criteria, DS13-89 and BCSI1 Building Component 14515 N. Outer Forty, Suite #300 Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 . Chesterfield, MO 63017. N o a E —5- c o c o o 03 O _ > _ c -6 V- a o0 f2. 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N ,.5 c ® w r o 0 u ° x 0 .0 a a� 0 0 0 E ° om`_ Z � EQ � � v , ac Vi a- a��' .., ..—c 0 54j in Z Uoo¢a °cla7 Ala vc ~ 3 �` t9 �o� c'^a�c N aU�a°m� .0 0 6 To 0 U o Q w , � � • c Z aO rocp c U' ■ m 1 a U co _ m N1 ? °" o Nt. Q u, 41111 c _ , U Co NELLIS - RES. /JACKSONVILLE, FL. russ ype 113004737 Tau HOWE Job Reference o.tional 101603 6.300 s Jul 11 2006 MiTek Industries, Inc. Fri Oct 26 14:15:03 2007 Page 1 J 8 R Overhead,LLC, Keystone Hgts 30-0-0 { 32 - { 15-0 -0 22-1-2 { 2 - _2.0.0 7 -10 -14 7-1-2 7 -10 -14 2 -0-0 7 -10 -14 7 -1 -2 S = 1:55.1 4x6 = 4.00 12 4 R\ 5x6 - 1: -- - 5x6 rl rF 6 a 7 I ,a 2 tt -- ��- �t r 3x8' 3x8 = t0 = -' 9 8 2x4 I l 5x8 = 2x4 II 15-0-0 22 -1 -2 l 30 - I 7 -10 -14 I I 7-1-2 7 -10 -14 7 -10 -14 7 -1 -2 .. Plate Offsets (X,Y): [3:0-3'0,0-3 -01, [5:0- 3- 0,0 -3 -0), [9:04- 0,0 -3 -01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCDL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.15 9 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.42 9 -10 >848 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.13 6 n/a n/a Wind LL 0.19 9 -10 >999 240 Weight: 134 Ib BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind( LL) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3 -3 -12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7 -1 -7 oc bracing. WEBS 2X4 SYP No.3 REACTIONS (Ib /size) 2= 1317/0 -3-8, 6= 1317/0 -3-8 Max Horz2=- 120(load case 4) Max Uplift2=- 549(load case 5), 6=- 549(load case 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/37, 2 -3 =- 2861/884, 3-4 =- 1953/631, 4 -5 =- 1953/631, 5 -6 =- 2861/885, 6 -7 =0/37 BOT CHORD 2- 10=- 812/2637, 9- 10=- 815/2631, 8- 9=- 700/2631, 6-8 =- 697/2637 WEBS 3 -10= 0/319, 4 -9 =- 146/787, 5 -8= 0/319, 3 -9 =- 938/427, 5 -9 =- 938/428 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 110mph (3- second gust); h =15ft; TCDL= 6.0psf; BCDL= 6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; � ��I��xt III Ttt� Lumber DOL =1.33 plate grip DOL= 1.33. x^ �� t si r 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. *`` C� . r `` " L4 ✓ j . 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 Ib uplift at joint 2 and 549 Ib uplift at joint v'* * . , * •* + 4,. 6. „ e ' s No 58316 .. LOAD CASE(S) Standard mu f :. STATE OF , L U Apt ,NAB 44 4111.11 .0t/ t :5 (Wuerr,FLtioAUf6i wtrtte iriduetrtes Inc. 14515 Poe 1N Oute'r`Foi yt)rfve. Suite 300 Chestertiehl 140, 630.1'7 FL deft 34 October 26,200 A WARNING . Verify design parameters and READ 'VOTES ON THIS AND iwr b »ED MITER' REFERENCE PAGE MOf-T473 BEFORE USE. - Design valid for use only with MiTek connectors. This design is based only upon parameters shown and is far an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Mire k ' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. 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" - 4 > ..■ - x v ■ > , 92 0 ci > /I ry, ,,, C .■•_•,. _ 4,7,- 0 U - -.--00 ' .... - , ii, •,4- Ii) ( t ..% tn .5 c - z "-- *- -)•- 0 0 a a_i5 g a u E (1)(1)co°°3-o a.. 0 ...."-• 0- c - I 8 ..9 - 0 0 D j 5 0 (1.. a o -,E. 2 0 0 V. . § 9- -E 0 , . 8 .,_ c - 92 c 10v)00)Z3 ... i4cOcc„sca) in Z ...-.... a) c v 0 mow 0 . Z 0 C 0 . 6 ■._ - CU .- - 0 0 15 c 0 1 ' v. 0 0 = .- < 0 - r.) 0 6' 5 '5 -'-• 0 "oZ JD o 7: !AO ,,, 0 ce co lik c cn • • _, ■ II E II int -JIII: I I u (0 2 8 2 A ag 1111111 Y A) t.,,,, co , r- LIU 7 - ■ ::: tn ii. Lt. era 0 ,rib Truss Truss Type 1 Ity Ply NELLIS - RES. / JACKSONVILLE, FL. 113004738 101603 TIE GABLE 2 1 Job Reference (optional) 1 6.300 s Jul 11 2006 MITek Industries, Inc. Fr) Oct 26 14:15:05 2007 Page 1 J & R Overhead,LLC, Keystone Hgts 15 -0-0 1 30-0-0 15 -0-0 15-0-0 Scale = 1:55.1 4.00 FIT 4x4 = 12 11 13 10 '21 14 15 5x6 % 9 16 5x8 6 17 7 18 5 6 11111 11111111 19 20 3x4 3x4 % 4 � 21 3 1M1N��, 22 �Y►� 23 I A irk 'Oi .' '.DD'••O.'o'O. :'.:'i °i i : i• O% :.D. • • i � �4� �� •.` i•.•:: :'::`�'r':•.`:: ":•: �.•.`��.'�. d rill . i •O• ° •"e i .•Os`s'.'� .• `.'.•.'.V.V.•.'.`.'.O'. 441^,• • . w ..... .%1 •. ".1......° . d i 4x8 ' .. 4x8 II 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x8 II 5x6 = 3x4 = 3x4 = 30 - 0 - 0 I 30 -0 Plate Offsets (X,Y): [2:0- 3- 8,Edgel, [2:0- 4-12,Edge1, [7:0- 3- 0,0 -3 -01, [17:0- 3- 0,0 -3 -01, [22:0- 4- 12,Edge], [22:0- 3- 8,Edpe], [32:0- 3- 0,0 -3-01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.01 23 n/r 380 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.02 23 n/r 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 22 n/a n/a BCDL 10.0 Code FBC2004ITPI2002 (Matrix) Wind(LL) 0.03 23 n/r 120 Weight: 169 Ib LUMBER BRACING TOP CHORD 2 X4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 21'298/30 -0 -0, 22= 298/30 -0 -0, 32= 114/30 -0 -0, 33= 108/30 -0 -0, 34= 106/30 -0 -0, 35= 106/30 -0-0, 36= 109/30 -0-0, 37= 102/30 -0-0, 38= 123/30 -0-0, 39= 26/30 -0 -0, 40= 284/30 -0-0, 31= 108/30 -0 -0, 30= 106/30 -0-0, 29= 106/30 -0 -0, 28= 109/30 -0 -0, 27= 102/30 -0-0, 26= 123/30 -0 -0, 25= 26/30 -0-0, 24= 284/30 -0 -0 Max Horz2=- 114(load case 4) Max Uplift2=- 212(load case 5), 22=- 225(lOad case 6), 33=- 41(load case 3), 34=- 54(load case 5), 35=- 50(load case 3), 36=- 52(load case 5), 37=- 52(load case 3), 38=- 47(load case 5), 39=- 53(lOad case 3), 40=- 67(load case 5), 31=- 37(load case 4), 30=- 56(load case 6), 29=- 50(load case 6), 28=- 52(load case 6), 27=- 52(load case 4), 26=- 47(load case 6), 25=- 50(load case 4), 24=- 73(load case 6) Max Grav2= 299(load case 9), 22= 299(load case 10), 32= 114(load case 1), 33= 110(load case 9), 34= 107(load case 9), 35= 106(load case 1), 36= 109(load case 9), 37= 102(load case 1), 38= 123(load case 9), 39= 26(load case 1), 40= 284(load case 9), 31= 110(load case 10), 30= 107(load case 10), 29= 106(load case 1), 28= 109(load case 10), 27= 102(load case 1), 26= 123(load case 10), 25= 26(load case 1), 24= 284(load case 10) << {AIII / lIti FORCES (lb) - Maximum Compression /Maximum Tension " " 1 Mi �` .1,, TOP CHORD 1 -2 =0/36, 2 -3 =- 93/35, 3- 4=- 85/51, 4-5 =- 42/81, 5-6 =- 22/92, 6- 7=- 3/111, 7 -8 =- 2/128, 8 -9 =- 2/146, 9 -10 =- 2/164, 10- 11=- 2/183, +► � - � , ..■ 4 ` w e L 0, 11 -12 =- 3/197, 12 -13 =- 3/193, 13 -14 =- 2/171, 14 -15 =- 2/144, 15 -18 =- 2/118, 16 -17= -2/91, 17 -18= -3/66, 18 -19 =0/39, X4 y v \O ` . "`. �✓ 19 -20 =- 17/25, 20- 21=- 31/51, 21 -22 =- 39/13, 22 -23 =0/36 ,, BOT CHORD 2-40 =- 13/117, 39 -40 =- 13/117, 38- 39=- 13/117, 37 -38 =- 13/117, 36 -37 =- 14/118, 35- 36=- 14/118, 34- 35=- 14/118, * * No 6631 6 33-34=-14/118, 32 -33 =- 14/118, 31-32=-14/118, 30-31=-14/118, 29 -30 =- 14/118, 28- 29=- 14!118, 27- 28=- 14/118, m,, 26 -27 =- 13/117, 25-26=-13/117, 24 -25 =- 13/117, 22- 24=- 13/117 ma * " , WEBS 12 -32= -8710, 11-33=-83/57, 10-34=-80/70, 9 -35 =- 80/66, 8 -36 =- 82/68, 7-37=-78/66, 6-38=-88/69, 5- 39=- 30/48, "' • Cr 4.40 =- 202/120, 13- 31=- 83/53, 14- 30=- 80/72, 15 -29 =- 80/66, 16 -28 =- 82/68, 17- 27=- 78/86, 18- 26=- 88/69, 19 -25 =- 30/45, . » «1 O : ey 20 -24 =- 202/126 w NOTES e.w R • L tr 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7 -02; 110mph (3- second gust); h =15ft; TCDL= 6.Opsf; BCDL= 6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; T 1 1 `11.,.�� - SS Lumber DOL =1.33 plate grip DOL =1.33. s o(t�V t FL,t,1 *1f58i1¢�•,. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable Mr Indyith , Ihc. End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 2002. 1451 lOulerFbety Drive 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. suite 3dtr CheSte�ela;;M1'1�3,83017 , 5) All plates are 2x4 MT20 unless otherwise indicated. Ch terfi 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. October 26,2007 7) Gable requires continuous bottom chord bearing. Continued on page 2 ■i A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5717 74 T3 BEFORE USE. 1 » Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. ; Applicability of design paramenters and proper incorporation of component is responsibility of Ls lilding designer not truss designer. Bracing shown MITek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pawew ro �EeraR",.- Sale Information available from Truss Plate Institute, 583 D'Onofrg Drive, Madison, WI 53714. y 9 P Chest rf Outer Forty, Suite #300 - _..._ Chesterfield, Outer 63017 fabrication, quality control storage, delivery, erection and bracing, consul! ANSI /TPI1 Quality 1 rlterin DSB -89 and SCS11 Building Component in 1 0) 6 _a . 10IN >. 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Fri Oct 26 14:15:05 2007 Page 2 J & R Overhead,LLC, Keystone Hgts NOTES • 8) Gable studs spaced at 1-4 -0 oc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 Ib uplift at joint 2, 225 Ib uplift at joint 22, 41 Ib uplift at joint 33, 54 Ib uplift at joint 34, 50 Ib uplift at joint 35, 52 Ib uplift at joint 36, 52 Ib uplift at joint 37, 47 Ib uplift at joint 38, 53 Ib uplift at joint 39, 67 Ib uplift at joint 40, 37 Ib uplift at joint 31, 56 Ib uplift at joint 30, 50 Ib uplift at joint 29, 52 Ib uplift at joint 28, 52 Ib uplift at joint 27, 47 Ib uplift at joint 26, 50 Ib uplift at joint 25 and 73 Ib uplift at joint 24. LOAD CASE(S) Standard • A WAR NI NG - Verify design parameters and READ NOTES ON WITS AND I NCLUDED MIT REFERENCE PAGE MIL -7473 BEFORE USE. s Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. 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IV v, • • lar. , g • MEI A A , r - ° .,.._ >% < p.... 4, ir ,, a. , CITY OF ATLANTIC BEACH 07- 1 1 I I : 3 ' ,6 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 j H s ' d OFFICE: (904)24 • FAX 04)247 -5845 < BUILDING-D ING- DEPT @COABOAB.US Ar ., 91' BUILDING PERMIT APPLICATION DUVAL COUNTY 1, +MOB l}DDREss: u... , X12, VA ;UAtil w d WORK " t ,. 4 . �, , ,. 475 Pal wuovoct tale S°7y -)061) IZ1S S i -- Atlantic Beach, FL 32233 4. LEGAL DPSCRtPTiON , , •' , - ` ;,:I .k D 'QF. K .. . :,,1;, ; „ 'i' . , . b 5,... _ - .® .x + "ttif* : :: , y A 0 rw BUILDING ❑ DEMOLITION r% RESIDENTIAL LOT lb BLOCK 10 SUB DIVISION 13� 51 I J& NIIW i eta uutl r u t p us /. A ❑ CONVERTING USE ❑ COMMERCIAL - 7, DES RIPTION OF WOK, . , ❑ ALTERATION ❑ ACCESSORY BLDG. 0 } ie + +r : �? ., 1 ❑ REPAIR ❑ POOL / SPA ❑ YES ❑ N/A �V4ilAe+i0t � ,, K. �` tweiZitO at Ir2S1[ ❑ MOVE ❑ OTHER ❑ NO R d " 'I r , ON -- *: 'i11' f '4 T w ` . s r R.. 9. NAME: 15. COMPANY NAME: / I y 2C. COMPANY NAME: >�iGIacC G. 1, .561;' 561;4-1y�' , ?ihi ?- SGt tt� l i4S f� �ll i C �: 16. NAME: L 24. ENSEE NAME 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 4-75 OcAi v► l,,c: AA.e,,, e Ct 053 ADDRESS: 18ig6 Z � 2 1 5 -N. �"<.wv�C -Di'. 5.1C 3G�1 ,��cwt c utc'�l,Fr- 3 � ),2 jacxs� �v AI , PL 33 Jc ks6t tle, Ft 3 d 214 11. OFFICE PHONE: 112. FAX NO.: 19. OFFICE PHONE: 120. FAX NO: 27. OFFICE PHONE: I 28. FAX NO.: ci'D - 60IP geti- -gI9 - l a 4 11) 4 - 9-9 - - 7s` F do cl - 3 - 7 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: e14 - 50 6 1_ ... 14. EMAIL ADDRESS: 22. EMAIL A'D /DRESS: 30. EMAIL ADDRESS: E, S TITLE TITLE FIELDER; lick.» ToA 1.•E l.:0 ';:: . ,. i1F OTKAER 1 K, Q. YNEf K' : . . _ , .. . . ... . . ....E ,. ,, ..r . . 31. NAME: 33. NAME: 35. NAME: MAKS Iell 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: S7q -1133 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 of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Wells, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. 222 WARNING TO OWNER: 222 YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. c NTRA 1 aR (If Agent,,P+w,e /0":; f or Ag npy Le Required) , f" ' ' t... ., _. D yy /0 / ^ /- ∎ -.w A Date: ie ;/ 7 Signed: e.,,,±.440,4c ■ Date: �c.�" :?0 3t)g7 Signed: Before me this 3 ay of t (a€4`" , 2007 in the county of Before me this 3 day of O(.41) , 2007 in the county of Duval,{ fate of Florida, has p rsonally appeared Duval, State of Florida, has personally appeared r e of of -6/ G • /0 LL- S LaI,t✓ .4 1 •L+. S4 herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. r true and accurate. _ Nota Public at Large, State of r" I � 1 r i J Co unty of V Notpry Public at Large, State of F IO r r C eli,- County of 4 -' "‘j Lgfersonally Known Personally Known ❑ Produced Identificakt - , 1 . ❑ Produced Identi ica � . , Notary Signature: 'I��!= • ary Signature: i e• P, °B O c , MARIA -FE G. SMITH a6 P� ,P e �% MARIA -FE G. SMITH * (_ * MY COMMISSION # DD 684363 0. 2 .t MY COMMISSION # DD 684363 ii ` teo F,o '' EXPIRES: July 25, 2011 J * dfAe\oP Bonded Thru Budget Notary Services .17 COAB FORM BLDG01: REVISED: 10/22/2 j IIIIL`�'" EXPIRES: July 25, 2011 F FL�P\� Bonded Thru Budget Notary Services . . .. F ATLANTIC : EAC :�; PERMIT . r .:1!` � . [L TING CITY l / Z )NING DEPARTMENT APPLICATION =a; J 800 Seminole Road oZ- � Atlantic Beach , Florida 3 2233 . ,„ . (904)7 -J80 (904)247 -584 Fax www.coab.us APPLICATION Tr- A D ING F• ' it R g. IRED DEPT: Po_Arn.., ` , rpm PLANNING Props Address: 't L 5 X X f L � n z to N BUILDING P. KAZI PUBLIC WORKS O Applca 1 t: L) L Cnrrv'+ r ti HI _ N PUBLIC UTILITIES Y rig FIRE DEPT. Project: In1 -f 11 earaletribreritizu-I N PUBLIC SAFETY w APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z c Y D.E.P HUFSTETLER p Y N S.J.R.W.M. CARPER IZ _ L Y N ARMY C of ENG CARPER O Y N HOTELS & RESAURANTS HUFSTETLER APPLICATION STATUS _ CIRCLE ONE: SITE BUILDING DA AP R IEWED BY: ITIAL: AT�-`'" 0 0 1ST REV 0 �� O I PLANNING BUILDIN 0 0 2ND REV 0 j PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 0 11 3RD REV 11 iii i • Return this form to the I Wilding I epar m nt once you h :.d 've entered your comre kts isi to the AS400 NOTICE OF COMMENCEMENT Tax Folio No. State of � ' Gt. County of b i To Whom It May Concern: and in accordance with Section 713 of The Florida d Statutes, the following information r s stated in th s NOTICE OF COMMENCEMENT. 4 the lda Statu , � -6 ! �'`�- ,;tj _,�.� }►- ��ls; -�- (�':t�''a bi i . t,'ti`f' � G> 6' Legal Description of property being improved: to-r ( 9 h K- t j C)/ g p Address of property bein imp roved: 15 PGx-1 14'11,ue Witt General description of improvements: � l 'i.1 n -j � . e ifx�C \ - 1 Address: ____ Owner: fit` • N L` �-. Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: it i '`7� f -)— �... roc' e-S e airi i k v.. Fl-- 3 - ?- Address: �,�-T� =.�� t ;�� - � L t Telephone No.: ` ?t~ 'Li-�- t. t:. t . ? Fax No: t Surety (if any) Amount of Bond $ Address: Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Fax No: Phone No: Name of rson within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be Pe served: Name: Address: Telephone No: Fax No: rovided in Section In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as p 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: unless a different date is Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording specified): THIS SPACE FOR RECORDER'S USE ONLY OWNS ' ate: Signed: 7f Florida, has personally .,.►.- - .� .� e 'Re County of oval, State Before me this 'V day of �� - rsonally appear t 3 240 _ _ - - - -- - - - - -- - - � ,.,. of G. SMITH State of Fiond$,. Y Page 757. 3ot Public at Large, MY COMMISSION i« pp 614963 OR BK 14280 Pag x Y or Doc # 2p07364138, Ay commission expires: „ , j 1 EXPIRES: ;, 2011 Number Pages: 1 'ersonally Known: ✓ �N i Beaded I Y$e Feted & RLded 11/ CIRCUIT at COURT AM, JIM FULLER CLERK CIRCUIT COURT DUVAL 'roduced Identification: COUNTY RECORDING $10.00 Pr/ �y v 1 y "' M 0 C`) Cd a Z 4 tt b r " G O cia Y c 0 = "A., a 2 m• o r gr o. *I sg c ea et cm O G r O' 11 0 11111 n tz Ito X z r• ci `n O ° 00 t. o 0 w Q. 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CD -< v CD 0 a 0 D 3 m rn� F a CD rn R . n 0 0 .-4. — 0 0 M c = Z a to = N op oo all -< -< 0 I Cl) - n -0 = Q; C 0 ". = O O To' 73 7 7 O p imp co -< - � ? = IV { 0 -n -3 0 — Co O --I 7 = Q -< O N C a) -- — 0 O 13 73 = 3 v ^� k • s .r>,t� cIT3� OF ATLANTIC ' ` '�' ANTIC BEACR • J �: ,� ,�.�, PERMIT BUILDING / ZONING DEPARTMENT • APPLICATION # 800 Seminole Road Atlantic Beach, Florida 32233 �., 1 (904) 247-5800 J (904) 247 -5845 Fax www.coab.us • APPLICATION TRACKING FORM R IRED DEPT: 4 P � i �. ri PLANNING Property Address: �, � 1. d ,L r. z rs'cu BUILDING � ,�, I"J. DMZ PUBLIC WORKS • Applicant: r« l- I t on 1 2 norm' PUBLIC UTILITIES J { '1 f 1 Bar a t o h r -c ThLc1 � � FIRE DEPT. Pro ect: - Y N PUBLIC SAFETY w • APPROVAL 0 a REQUIRED AGENCY: RECEIVED BY: 1NMAL• DATE w uj Y N D.E.P HUFSTETLER < w Y N S.J.RW.M. CARPER Y N ARMY CORPS of ENG APE H a Y N HOTELS & RESAURANTS HUFSTETLER APPLICATION STATUS /' - CIRCLE ONE: SITE BUILDING DA AP R D Y: INITIAL ATE: ❑ ❑ 1ST REV ❑ S / /! d Z 0 7 • PLA IN B - *ING ❑ ❑ 2ND REV ❑ ❑ PUBUC WORKS PUBUC UTIUTIES FIRE DEPT. PUBLIC SAFETY ❑ ❑ 3RD REV ❑ ❑ - Return this form to the Building Department once you have entered your comments into the AS400. 1r . r,t ili., . .„. ,,o, _ , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 . OFFICE: (904)247 -826 • FAX NO.:(904)247.5845 BUILDING-0EPTN�COAB.US O7� _ r1- I ) ,,, .F!', BUILDING PERMIT APPLICATION 1. JOB ADDRESS: �w,lu. COUNTY as FT. rives ROOF / f t{'1 t►l l�t't' ( ,a sit Atl antic Beach, FL 32233 2.VALUATtON �L } I oC� (a ( 35 .S - 6-. 4. t.EGAL. DESCRIPTION: 5. CLASS OF WORK: . . !L_.� 8TTtLiCTirt� _. LOT 1$ BLOCK IC) SUB DMSION 313; 5t' 11/r2. May; net .all f or t p BUILDING ❑ DEMOIfTION ®� y� A DamO N D CONVERTING USE D COMMERCIAL 7 DESCRIPTION OF WORK ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SP ' . t (foil- *vi,, -wa mot- tarZkttc,4 iweezecu't'.cy el e e'- i , 4 c,i'..Q MOVE O OTHERSPA YES D NIA NO ,PROPERTY a ft: f CONNTRACTOR: / ��r /ER 9. NAME: 15. COMPANY NAME: cq � y i'C to t . t Q. t I t ..... i.. Son;- 1 -ket)c • �Str ue-h-� aDo,1 e - �!Cte -1- c c:(nt:l -ZS l'S V ►s j 16. NAME: EE 1.111.4.162 LI TO T. sit,..` 24 . t NS i EA- j . ci t-f e, 10. ADDRESS: 17. STATE OF FLORtDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: +75 Pc -i ruci,L.c?i' ` Lc. e.6C-Itt)5 g0 A.4_te „t c t- 'd i Ft- 5 ) 2 *3 1 6+AD � DR S S1 ,.jCSe. atvd . +70S- H: 1?�scc ESS �,+4�.), i<. <iic. 5.x Vic; Jack 04w,1le, t=L 3:)3D-3 ..icketst, the, FL. 3 . ..1L{ 11. OFFICE PHONE: 112. FAX NO.: 19. OFFICE PHONE: 120. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: sp -. )3 - &`1 1 q04-.7.4 , , , ,g - 1 -0 4 16L4 :9 -7s44 lc - a ? 3 . 707 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: Via4 .-4 cc - 5..).5 - to 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 4&.- 30. EMAIL ADDRESS: FEE SIMPLE .111 1 R: (51'YU4tICt%ilSi Yf 4:60 {T 11(tIft .l 1 , eLYr1 (MOTFRR TWII0 YNER) MORT<i 1 : : - 31. NAME: 33. NAME: 35. NAME IVA ss►4.1� 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: IS 74 - 7133 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work Is commenced. 1 understand that separate pewits must be secured for Electrical Work, Plumbing, Wells, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT -1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are fmaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. 222 WARNING TO OWNER: 222 YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENt CONTRACTOR (If Agent, Power of Attorney or Agency Letter Required) (, 4 .c, Only) Signed: ' . Dace: Q4' , 3 , D .3.41Q) slants: Al, : ` Date: / Before me this y . day of _,111 f 2007 in the county of Before me this 3. -da of t)(' D .N'' • 2007 in the county of Duval, tab of Florida, has appeared Duval, State of Florida, has personally appeared it :t:-�Lav- -- C Duval C. 1�-e l Lz S Z_c .(,.Ve y) 3): Srut..z..' -I-' -- berm by himself 1 herself and affirms that all statements and declarations are herin by himself / herset and affirms that all statements and declarations are true and accurate. t_,,, Q /�, 1/1� true and accurate. Noran, Public at Large, State of 1- I Oil. ounty of ' IV. V4.�.�C N Public at La i ;rte Large, State of 1� �O +'t Gty County of ti t P Produced Identification - 0 Produced Icrro l . . _ 1 l.F v. Notary Signature: t Signature: r ��r� 01F ,RY Pr, MARIA.FE Q. SMITI'1 +o` ,.RV •.. MARIA -FE G. SMITH * h MY SON ! 00661303 EXPIRES: July 25, 2011 COAB FORM BLDGOI: REVISED: 1 i m r - 4 * M � d je, tof,d� o e Dm y Bovine i. ''toF F 04' ' Staled TAN Budget Notary Services i r CITY OF ATLANTIC BEACH - e 8 00 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 O� +� OFFICE: (904)2475828 • FAX N0. :(904)247.5845 1 BUILDING•DEPTOCOAa US --sin -) BUILDING PERMIT APPLICATION DUVAL COUNTY 1. .1013 ADDRESS r ` 12. VALUATION OF WORK 3. SQ. r to ROOF 47 5 0 L C0( `'C y t t Atlantic Beach, FL 32233 ' 74 L`e) 4.° LEGAL DESCRIPTION: , 5 cASS,OF.WO(ttc.- .: 7, . , LOT If) BLOCK I O SIB DIVISION 3 i 3., Se t 1/a. fib ci,v i nit 1.1.14 f v4 0 ► w BUILDING • DEMa moll r: RESIDENTIAL f AD01TION O CONVERTING use O COMMERCIAL. 7, DESCRIPTION OF WORK 0 ALTERATION 0 ACCESSORY BLDG. & it ..< C0tt "Yc,,e4 --ie,1 tittavi . b - ezzet . -Yt.y e'i- r25i02.4ct 2 REPAIR ❑ OTI4ER SPA • YES • NIA t OR 13 QTt R a ' OarrT 9. NAME: _ 15. COMPANY NAME: COMPANY ,L - .. Kir..t.0 - t f7l &. Ni (t i 5 .i. L. JYs�u Le1;t vme -f'i rat a,1, - e . j,. �,S,,Ct' Jac i lti e ` • VI ij 16. NAME: --t•� . 1 i !ll Ltt4 i: °�.(�t 24.1 E f�f, , 10. ADDRESS 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: +75 f c-I 04.1,4.. t. L I cu e_ ( =f.. C% t g- 03 A aket (' &t C'tl, FL. 3 )a 33 i ADDRESS: f at, ..j... Scb4 --Jose- 26 �SGC ADDRESS u�� i' <� rt„ t j : , , _ f5tv�. �-7 � V - f�? � i • ,Jcte..5er,w ile, a, 3):?-a...3 Jr .C'K5ttcur. ttt, FL, 3 )3- 11. OFFICE PHONE: 112. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: �t d r t- ): - t &I, 7 1 9th- ..(7'.9 -1 3Lg) eit 4 4 - 9-3.3 - 7S � e 4 - ;> 3 - 7074- 11 CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 't = 4 '5C9 - .S- )(e 14. EMAIL ADDRESS: 122. EMAIL ADDRESS: • 30. EMAIL ADDRESS: J • i5►n; 4 CCilSk -,oN.4- ha i .L W1� PEE SIMPLE TITLE HOLDER: ; . � (IF0 THAN MORTGAGE Loom 31. NAME: 33. NAME: N 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: S ?q - '7i33 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 of a permit and that all work wi l be performed to meet the standards of all laws regulating construction on in this jurisdiction. This permit becomes null and void if work is not commenced within slot (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Welts, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - 1 certify that all the foregoing information is accurate and that all work wall be done in compliance with all applicable laws regulating construction and zoning. 1 will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. 222 WARNING TO OWNER: 222 YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or A Required) CONTRACTO (*Agent, Ap9n1, Power or ) Signed: ' ` e � f �6ie Date: �� 3o f 3ao� s ued: d - D ate : , o Before me this 1 s ay of ( *t> ' , 2007 in the county of Before 5 `-- 1 a me this .� d ay a �c.�fL.e,.N. , 2007 in the county of Duval. of Florida, '' has appeared Duval, State of Florida, has personally appeared k c ka r (,rl G. k s 1..Cti4Ve v) �. SSi„, �' herin by himself 1 herself and affirms that all statements and declarations are herin by himself / herself and «firms that all statements and declarations are true and aCC x u ate. true and accurate. Pubic at Large, State 0f r l Floe-it-1 k �+ntY � _ /tom N Public at Large. State of 1 I C ri !- tr;).Co„nt of 414 tf[ -.1.. w1ON41 tihasoralh H Known O Produced identification - D Produced learnt A . `` I j Notary Signature / " Signature: L : 7 - 3 j Sjt j 4.0!.1.1: P(j¢¢ MARIA-FE G. SMITH YP + • •° MARIA FE 6 St11TH * * t * MY C SION 100 6543$3 EXPIRE& Judy 25, 2011 COAB FORM BLDG01: REVISED: 1. r A � - * M EXPIRES: July 25, � � 1 ' OFRoe" Bonded That bigot Notary Stakes 1' 4' of FLOQP Bonded Pali Budget Notary Santa Public Utilities — Distribution & Collection Date: /1- '5 - 07 Initials: Project Name /Address: ■ �. Application/Permit #: 6 � Check Box Application Tracking Comments To Add Comment Avoid damage to underground water /sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. ❑ A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch -read meter in a properly sized vault and an appropriate backflow preventer installed. Backflow preventer must be tested by a certified tester and ❑ a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247 -5839 for backflow requirements. At a minimum, will require double check backflow preventer. ❑ Fire lines must be metered with a Sensus touch -read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications. ❑ 0 0 0 0 0 0 0 0 F: \PlanReviewComments- PU.doc • ', ` CITY OF ATLANTIC BEACH ' - PERMIT �d1 "j PI BUILDING ! ZONING DE' PARS ' T. _ APPLICATION # •r 800 Seminole Road � '' ; ' �r Atlantic Beach, Florida 32233 `\,5i1�� (904) 247 -5800 (904) 247 -5845 Fax `-r G D --- ( '' www.coab.us • APPLICATION TRACKING FORM R r. IRED DEPT: (} Property Address: - 15 f � . � m or-y roil PLA I G J Z BUILDING Applicant: J L C '�" i t LU r, O PUBLIC WORKS • � �p PUBLIC UTILITIES t: 1.1115:40 ) 1 &2(O ( tyerzuyoi � � FIRE DEPT. Projec v N PUBLIC SAFETY co w •APPROVAL 0 w RREQUIRED AGENCY: RECEIVED BY: INITIAL DATE a a Y N D.E.P HUFSTETLER < Celli N S.J.R.W.M. CARPER cc Y N ARMY CORPS of ENG CARPER 0 Y N HOTELS & RESAURANTS HUFSTETLER APPLICATION STATUS - CIRCLE ONE: SITE BUILDING DA REVI /B,Y:� TIAL DATE [3 1ST REV ❑ (/f/" I t PLANNING BUILDIN ❑ I ❑ 1 2ND REV 1 1 0 I I PU• CWO S PO: C 0, S PUBLIC SAFETY ❑ I ❑ I3RDREVI ❑I ❑ I 1 I • Return this form to the Building Department once you have entered your comments into the AS400. Attachment G L REQUEST TO USE PRIVATE PROVIDER FOR INSPECTION SERVICES REQUIRED CONTRACTOR CONTACT INFORMATION (Date Requested) E4 i t/ P Mr. Primary Contact/ -IdC e l U +u Ho f5t�(- ler- � '� Chief, Building Inspection Division V SC K. Q t e✓ 6 04-- City of Aflo.�k‘C c� .tea- C�O(o`7 �4G (Name) (Phone No.) minalt. Z.7 A -1-Iknki h f / e) c. 3 Z Z Secondary C ontact /Position e.,V -i6 - 33 y f • o � Attention: Building Inspection Division Office lam ildatit,5 (NA- 8 t3- og q (Name) (Phone No.) Print or type name of permittee L .t4 4 eh . ) . n, ./ Print or type name of Private Provider WOLF CONSTRUCTION SERVICES, INC. Permit number /type /year Address of project 415 Pal limo ood I41 t M-la - ►c. I RL3x33 This is a (Check one) 1 Residential Commercial project. Subdiv /Com lex: P Private Lot Check Category of Inspection Services to be performed by Private Provider, (Private Provider must perform all inspections in the category selected.) Foundation up to and including slab All required building inspections above the slab Complete Mechanical Complete Electrical Complete Plumbing Complete Permit (includes all of the above) Note: If City has performed any Inspections on any of these phases, the City must complete the inspections for that phase. Likewise for the Private Provider. With this independent inspection, I accept that the City of Jacksonville reserves the right to also provide random inspection for assurance of Code compliance. If found unsatisfactory, the City of Jacksonville will require further corrective action. I have elected to use one or more private providers to provide inspection services on Permit Listed above. I also acknowledge that I, the Property owner, am in contract with the Private Provider firm, as specified by FS. 553.791, (Florida Statutes). I understand the local building official may not perform the required inspections to determine compliance with the applicable codes, except to the extent specified by law. Instead, inspections will be by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the licensed or certified personnel and the level of the insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and tlieirukuildi ement personnel from any and all claims arising from my use of these licensed or certified personnel it ∎ - . ; with respect to the building that is the subject of the enclosed permit application. * = u'. EXPIRES: July 25, 0 ' i *Mb��D1 2011 1891bices OWNER L' LGtYGf G rr ►� � l l � s . �f .0,0= Bonded DIN Budget ,: ;111 • : . N otary as to Owner: / 1 , ii &A.— . (Print or Type Name) C lei Signature — q Psnl known " Type ID Prod ced �=" - My Commission E xp i res: / 1 A Date: [ l flC`�o e 2 Approved by: Date: OFFICIAL USE ONLY Form: G2103 Revised: 5 /26/2006 C • e Z? 4 ...) t,_., _\.) a ... , q t. 4 D 0 i i C S. v--, i ii2. p P r r-' .b.- S 1 8 A 9- is , ta 0 E G t.2 6 t8 /te 3Vd s331n139 21S AlOM 96LZL66086 ET :68 L88Z /Ee /ZL