Loading...
1445 Seminole Rd (vault) s 1 \ JOB ADDRF,SS TYPE WORK PROPERTY O T ELEMONE CONTRACTOR TELEPHONE (jl - 7, 6 PERMIT'NUMBER / / DAt?�-ZL41�-�4 TE /�2 2 INSPECHIONS.• FOOTING SLAB TLE BEAM LLVTEL NALUNG/SHEATIDNG F.RA1VIIN"OVER VP INSULATION 3 6 FINAL BUILDING CERTIFICATE OF OCCITPANCY ELEcnucAL PERMM INSPECTIONS ROUGE 3 $ 61 FINAL r� �( MECUANICAL PERMIT# iis- LL I1V,SPECT70NS ROUGE l ` FINAL PLUNOUNGPE.M 2 INSPECTIONS ROUE �l --G TOPODT_ J WA FINAL NOTES: ,- a� g CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD J 4 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Jifl>�f' Application Number . . . . . 07-00001460 Date 4/15/08 Property Address . . . . . . 1445 SEMINOLE RD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 350000 ---------------------------------------------------------------------------- Application desc ROOM ADDITIN & ATTACHED GARAGE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WEST, JAMES MCDONALD ELECTRIC 1445 SEMINOLE ROAD 6915 WEST BEAVER STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32254 (904) 356-9473 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 143 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/12/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. Approved as revised per 11/30/07 resubmittal . 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 preventers must be tested by a certified tester and a copy of the results sent to Public Utilities . The garage apartment must be separately metered. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 143 . 00 143 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 143 . 00 143 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 08- 800 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I I iJ "- OFFICE:(904)247.5826•FAX NO.:(904)247-5845 BUILD I NG-DEPT@COAB.JS MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: vin r� Road f' 2.IS THIS A SUB PERMIT: 3.DATE: 1' V Atl ntl ,Beac FL 32233 ;48 PERMIT#: 1 1 PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 6S ; ,C�,r� 14 4E5 notes lit -�� MECHANICAL CONTRACTOR: 7.NAME OF CCMPANY: 8.ACDRESS.: , A .,L,r;HotHot ..�L i 1, e 9.STATE OF FLORIDA LICENSE NO: 10.CELL P ONE: 11.F NO.: - [ 3-7- �.I 1 12.EMAIL ADDRESS: 13.CFFICE PHCNE: 14. 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 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. CONTRACTORS SIGNATURE: / 15 LASS OF WORK: 16. UILDING: 17.SERVICE: 18.CURRENT CODE: EW INSTALLATION W ESIDENTIAL ❑'06 FLORIDA BUILDING CODE- EPLACEMENT OF EXISTING SYSTEM i4XISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑ REPAIR ❑OTHER MECHANICAL EQUIPMENT TO 85 INSTALLED: 19. HEAT: ❑SPACE ❑ RECESSED ENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM XCiENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY:-2,�±06 Cfm 22.REFRIGERATION: MAX CAPACITY: cfm 23. COOLING TOWER: CAPACITY: 9prn 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL D PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: '�N *(1) T N Cllr. IJEk' ISS-tu1,1a#;01� SOLAR HEATING, BOILERS.UNFIR ,,` _iA �`,`.LPm I� �Q � fin } � t1-I,/�meAli' Oh1\1 PRESSURE VESSEL,HEAT EXCHA ( ' ' To �I T I', l� I OR COIL IN DUCTS ETC. VA FOR OTHER ITEMS: 31.COOLING EQUIPMENT: AI NDITIONIN EFRIGERATI N UIPMENT CONDEN RS ETC,NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY I 1A- (-+ r .I . t .. - p In�OL�� ,� 1.(l� CIDU- } I Yl it 12-10 1 ILL, 32.HEATING EQUIPMENT: NUMBER FURNACES.BOILERS FIREPLACES,AIR HANDLERS ETO. APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 1 A (A L' 100 Ii�1 fl -1) tali i 1 -� till 33.TAAR NKS: --TYPE LIQUID APPROVING ENUM9ER GALLONS CCNTAINED MANUFACTURER SERIAL# AGENCY COAE FORM ELDG04:REVISED:119!2008 [-d SWEIISAS uoi;eu JOJuI e£Z:80 80 96 9a_ CITY OF ATLANTIC BEACH ,.• 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00001460 Date 4/02/08 Property Address . . . . . . 1445 SEMINOLE RD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 350000 -------------------------------------------------- -------------- Application desc ROOM ADDITIN & ATTACHED GARAGE ------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WEST, JAMES MCDONALD ELECTRIC 1445 SEMINOLE ROAD 6915 WEST BEAVER STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32254 (904) 356-9473 -------- ------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc WIRE REMODEL & ADDITION Sub Contractor MCDONALD ELECTRIC Permit Fee 70 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/29/08 ------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. Approved as revised per 11/30/07 resubmittal . 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 preventers must be tested by a certified tester and a copy of the results sent to Public Utilities . The garage apartment must be separately metered. ----------------------------------------------------------------- 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. CITY OF ATLA1'4TIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: _20 OB IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: �f ` /_ MASTER EL TRICIAN SIGNATURE• /L�p/!�F'd e C6' '72tL r3 ' azz -��7 OWNERS NAMES (,c>psT ADDRESS: /q !;- �#-n1,•z6c/RFD BOX_ BLDG. SIZE BETWEEN: RES.(/j APT.( ) COMM.( ) PUBLIC( ) INDUS.( } NEW( ) OLD( REW.( ) ADDITION(-/) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: . NEW INCREASE REPAIR( CONDUCTOR SIZE Z, AMPS: COPE ALUM.(' FEES / hor SWITCH OR BREAKER 4w AMPS PH W VO d RACEWAY 040 5&2/ EXIST. SERV. SIZE /SD AMPS PH 3 W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES 5-7 CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES .L9 INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES Z- I BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS I HEAT 2L 3. w 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS _ .vrcc idr/ / UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN Updated 5/20/2002 r CITY OF ATLANTIC BEACH SSS 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 cc\\ 08-00000421 Date 4/02/08 Application Number . 1445 SEMINOLE RD Property Address . . . . . Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . - ---------------------- ----------------------------- Application desc TEMP POLE -- ---------------------------- Contractor Owner -- ---------- WEST, JAMES MCDONALD ELECTRIC 1445 SEMINOLE ROAD 6915 WEST BEAVER STREET FL 32254 JACKSONVILLE ATLANTIC BEACH FL 32233 (904) 356-9473 ----- ------ Permit . • ELECTRICAL PERMIT Additional desc . Plan Check Fee . 00 Permit Fee . . . . 70 . 00 0 Issue Date Valuation Expiration Date 9/29/08 Due Fee summary Charged --Paid Credited--- ---------- ----------------- 7000 70 . 00 . 00 . Permit Fee Total 00 00 . 00 Plan Check Total • 00 . 00 Grand Total 70 . 00 70 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r `r'S vL1J rlr,� CITY OF ATLANTIC BEACH s J 800 SEMINOLE ROAD J r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 9 Application Number . . . . . 08-00000741 Date 5/28/08 Property Address . . . . . . 1445 SEMINOLE RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------------------------------------- Application desc WIRE POOL ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- WEST, JAMES HABITAT ELECTRICAL CONTRACTORS 1445 SEMINOLE ROAD 1628 HAMMOCK CIRCLE WEST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 247-212 6 ---------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/24/08 ---------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH _ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08F7 I _ OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 3.DATE _ c • 1 Rr^ Q� DYES PERMIT#: �tKS16 V PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: ELECTRICAL CONTRACTOR: AVE LCO PANY: • 8.ADDRESS.: • 9.ST9T�OF'F`LORIDALICENSE NO: 10.CELlP�IINE: 11.FAX 3 GC+C�p� { ((77UU 12.E AIL DD SS: 13.OFFICE PHONE: 14. au ' hsc -al�lo 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 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. CONTRACTORS SIGNATURE: 16.CLASS OF WORK: 17.SERVICE: 18.METER NUMBER: ❑MULTI FAMILY-#OF UNITS: RESIDENTIAL SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING: 19.CURRENT CODE: ❑ALTERATION ❑SIGN 1Z OLD ❑NEW ❑'05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑ POOL/SPA ❑ REWIRE ❑OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑ OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #of AMPS: #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: 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.MOTORS: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: r, �wL COAB FORM BLDG02:REVISED:1/10/2008 CITY OF ATLANTIC BEACH 111 J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept it eoab us Application Number . . . 07-00001460 Property Address SEMINOLE1445 Date 1/04/08 Application type description RESIDENTIAL ADDIDTION/ALTERATION Property Zoning . . Application valuation TO BE UPDATED 350000 - -- ----- - Application desc -------------------- ------------ -- -------------- -- -ROOM-ADDITIN & ATTACHED GARAGE ------------------------ Owner - - Contractor WEST, JAMES D. S . KILLIAN GENERAL CONTRACT 1445 SEMINOLE ROAD 3898 DUPONT CIR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 04) --- Structure Information9000 000-6604 Construction Type . TYPE 5-A Occupancy Type . . . RESIDENTIAL -Flood Zone . . ZONE X Permit ----------- --------------- ---- ----------- PLUMBING PERMIT ---- Additional desc INSTALL 15 FIXTURES Sub Contractor EMERGENCY REPAIR PLUMBING INC Permit Fee . . . . 140 . 00 Plan Check Fee Issue Date . 00 7/02/08 Expiration Date Valuation 0 • ----- ---------- ---------- -------------------------------- Special Notes and Comments - *2004 FLROIDA BUILDING CODE W/ ' 05- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. Approved as revised per 11/30/07 resubmittal . 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 preventers must be tested by a certified tester and a copy of the results sent to Public Utilities . The-garage apartment must - be separately metered. -------------- ---- Fee summary Charged Paid----------- -- -------------------- - CreditedD ---------140 . 00- Permit Fee Total 140 . 00 . 00 Plan Check Total . 00 . 00 . 00 Grand Total • 00 . 00 140 . 00 140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IrI ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH r, PLUMBING PERMIT APPLICATION Date: Property Address: \ Owner:32 m E? Telephone#: a Contractor: F-ry-\e fQ n C 1 tZe air P 1 u Telephone#: 136 Contractor Address: ��I\�5'�Ns�hj t'�hpS Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type' If other construction is being done on this building or site, . New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers _�_ Sinks Disposals Urinals Floor Drains Washing Maclaine L� Lavatory �_ Water i Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: Al� X $7.00 + $35.00 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845• http:iiwww.ci.atlantic-beach.fl.us S, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ►� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001373 Date 10/10/08 Property Address . . . . . . 1445 SEMINOLE RD Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc paver driveway ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WEST, JAMES OWNER 1445 SEMINOLE ROAD ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/08/09 ---------------------------------------------------------------------------- Special Notes and Comments Pavers must be flush with road surface. ---------------------------------------------------------------------------- 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. City of Atlantic Beach APPLICATION NUMBER s r To be assigned b the Building Department.) Building Department � ( g Y 9 p ) 800 Seminole Road ov /��f 2 Atlantic Beach, Florida 32233-5445 ~ ,,; Phone(904)247-5826 - Fax (904)247-5845 E-mail: building-dept@coab.us01 " Date routed: d City web-site: http://www .coab.us leo 8 APPLICATION REVIEW AND ACKING FORM ���, /a/� � Department review required Yes No Property Address: y /Y Building P oning Applicant: 1, ('Litz Public Works Public Utilities Project: VA U A14 6 Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: n n BUILDING PLANNING & ZONING rte, Reviewed by: Date: PUBLIC WORKS PUBLIC UTILITIES Second Review: ❑Approved as revised. [—]Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: oVMM NAME a L.-4 M 3T 94e.M S I ..pool I PO V ow i r- 52 Q !IIlq Ilifltllf ' p loin za.'� ', • , � _ , ;r.. _ -a-c."a:airs.. 4 •1, �Vit- •�:o.••a. .S�W��;x �1�1 �� � 4�m'3 C✓S�.T�p+•�°ir5`'�¢'Lp'}q'CA{''�'r ( I + !'3 -ir.�.• .cV� ter. ._..-�.v..7'•-�=., a 7-�M` "'�z•'fG aF`'r F 1 ( — Il a•. g ° So' .r.I� f , - SETBACK �V �� 119. Y <.. s!-�T-OF- WA � n � a , _ ata cF�xia _ IF DATE SHOWN IS GREATER i;97;0' DAYS M. DO NOT USE THIS SITM AN TO STAKE OUT SOT.ms 49 MIN _ a��n rsl Mfr''' CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS e 800 Seminole Road 904-247-5800 wv J;1E), Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 24 PLEASE SUBMIT(3) COMPLETE SETS OF PLANS WITH APPLICATION. Date PERMIT# Job Address i`AL' c) J Vt1 ,,22 A 1t a, ISSUED BY THE CITY � Lr L 31233 Permitee: Ynlr110 �,JQI�- &r?ck0LuJ C(knche_Z­ Telephone# LlIgk Permittee Address: INS{ S Sevh,1,OlP 6�c�. /� F�AvI il't ���4 [.11� CL- 3ZZ 3 Requesting Permission to Construct: Dr J f 4�Cts ��jYl(�eCS Location: (Reference to Cross-Street) I I S j (►�,n0 r' (� . 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: Jacksonville Electric Authority Yes ('lf No ( ) Date: ��II I 0'Z-> Bell South Telephone Company Yes ( No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: & Comcast Yes (j.-f No ( ) Date: i , zJ,)f-, 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 so, LJq .3* (Contractor's Project Superintendent) located at r`tq5 Telephone#: (9og) 52,5'62- q 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 showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with, 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 on completion. OWNEI: Signed: Before me At?14,2010 f uval, State Of Florida, has p rte# Notary Public at Large, c iN�YA FebMy commission expire 3 Personally Known: � eIdentification: R.O.W. Permit Attachment of for R.O.W. Permit# issued ,2005 Atlantic Beach,FL 32233 Owner's Name: t5 6S -r Property Address: 1 qy."j !!RM /'-SGL L Subdivision: Lot#/Block#: R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 2005, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: V% Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: 04s Ra The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 J USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby umed by the USER. DATED and SIGNED this�day of , 29A5— D v CITY OF ATLANTIC BEACH,FLORIDA, By: a municipal corporation: Property Owner Jimkon, Manager Attest: Rick Carpof,Public Works Director STATE OF FLORIDA COUNTY OF DUVAL 00 Q On this day of2865,, perso lily appeared before me, a Notary P ubic for said Coy5jnrdState, �S 1` the property owner of AL i 6 Atlantic Beach, Florida, known to me to be the person(s) l ed in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. LCI ublic V for id County and State Property Owner (to be signed in presence of the Notary) S=UKAHAMAHAM•`�YPoe-, Notarye of Florida=!My Coms Feb 14,2010coD 518533BondedNotary Assn. Page 2 of 2 ;,Ic:n RIMethoc t. -- -- `wpUA kt4r—H i'r err' (iCa`tOn6 grg5CttPttY� munity AFfsirs Flesider�titsl Limited APP taCdn�sO`F1�os4�a` rlepxrtment cal Gc�t 4 f,f 1! 6 V rtts (x^(�C.3" °t f oR"ir"A6 9 c'60G oty tiled['11 ,°res UV A-10 SM!!t AddilienP.Ft@revs,ohs i S y.15':•,g 5Y= .tler:ye May are 7:nd 'iL'i - ... tes+aenccs AttemaEvenlev17ds AKAT g ISM � r�;�ru1v;8'6 r5:the Flnn�Enerj��." xr.�tsa^.ce weir.tear.md a an run:e. h EuI��Q�'t; - z.y<ea+t°rras am rmnOvat�ns t�sole FE µl 1NG ZGnpNE I PROJECT NAME. ANC) ADDRESS- /qyr'2 a." ; coY'n`y0 iE1a r•� TSEtai 6C t.6� merr,to nstaiiec ,va rs4'ui+lrrytnt5 ih Mtl bn1Y When thin a"I R�St j!f -_� I , ,�,paura i►ta}. PrettnAt n ravels rttuit De eondluened rP t�uiid:nq, 0WNER: n2, � S rn trtia,t aY uncor' coati s�aass from e ee++tattnq:epotinq.and wttar rieattr+0 eC►s+ .i walls at r-e atssieaa vs+ueSINGS �n•Y J D01 f10N5 To EatgTtNu R65,1DI ES�600 5 ie feet Ot itSf O.CO nttrutfl6n. lrbrntta , fnOrR 4`,an E7 N01AEg ANL,8t3 GK 6►11ALL undt*�Ingttnovthor'Babiinq �a :AC Ptirit *bta',1d in con,untuon w4th fns st3d tbn fdfwvittd 6r siDtictd' p 16ee'! / �prnpontnts o!tr+e addition,not to fns evtst,nq ou q' Rtt etstitl Duty' �tnt netn9 J sdeel,cat;y to seNt the eeditifln Or tt as, 41+l RZ114 TioN h! Rprttnti and 4 fi it,t>%tatltd• rr,,,,nwm insuttt0n ttupta• now sYm r"— ti resenbad t aeS aC t a,,d ac•2 apply 01"N"o t ow COM,D aN mast t•e v t By"M eRtQtY PrrtBcnptiae reauifemg^tetu.r a gevertd by1l ivm,.gblLV NG 5 6r ' —) v>,Stst4d=em�OnentS rd New gystem os Manufactured Hon+ 2. t Renovation. Addltlon' attached 3. -,----�Single IatnllY detached or Multifamily this>Qubmisston 2• No. df utnttst Covered by It Nluttifarnliy 5. _.l- 3. poubte 4. Ccrtditionrsd floor area (s4•tt.} 3trtgte Pan* > sG. >t. . Predominant Cave overhang {ti:' s4,it 6. t3lass area and typo, 6b. ---- ---- a, %Clear glass T. o T nt,film or solar screen 7, Percentage of glass to floor area 88 An ,uQ e and insulstiori: -.----- sg' "`..--- 8. Flout tyP *vglue? 8b. R= ---"" sg ft. a S10-on-grade (p' 8c. Ra ---- """_'� s^ ft Wood, rased (R-vatue) R� c wood, common ( vvauue) 8e. Rs _. d, Concrete, raised ( �R,v3tue1 G. Coll , common , y gcl g, Well type and lnsutetlon: 2,j �_ � --- 1 Jo 4 t�• a. Exterior ga-2 Rls -.--- ---�---_.- Masonry (Insulation R-vatue) ��� 2. Wood trarne OnsulatiOn A-value) 9b-1 RM �✓ sq, ft. !..^- b• Adjacent insulation lg-vralua) 9b.2MzSOMY RY Wood Be frame {msuiratior+ R-�iuYesft'll sq, tt. C �,tarnagg Walls of Multiple Urtlts ( _ jpa. Rn _._.-•-____ sq. t to. Caitirtg W70and Insulation: 1Ob. Ru ---- a. Under attic(in srul9 sul,aton,R-�'$lue) /-'- b. Single assembly ( novel 1 i. Types systetn' terMtnal A.C., gas, extSting. SEERMER: {"Types_central room unit. P�kage 12. Type; __-- Btrl`t {f itF es:heat pomp,etac.quip,natt;r�.Gas.t,.P.gas, }{gPpfCOPIAC►'uE: ._._-----.....- �. H satin9stg Y / 4j s h p.,room or PTAC,existu 4,none? 139. �— j A r Distribution 8ystsmll e s stems- (Yes/NO) r or Singh+ packs Y 13b• c�------�—_ —�" gacMlaw darnpe Sealed' (YesiNol `4, Type. --- ----- Ducts on marriage watts adsauatel} 1 VMter syloWn, 4 tas,other.eYtst!rg,none`. ..�.�.. �Type3:elific,n3tUta it DOM'15:. ,or't'.,JteS t0 manuiaclurtd ttiptl5lC with Site iirliIi add ' IRIS'�'iCU= +Jl... sp��z"6 wverad by . tti4._ns oua ng rr arww d puns a eonstn,a th! -ttau,8ltpn ars'n vnth dN RlIbAs Ertu9Y Godt tag c w+!'' n s eLitiatuoni Daasted try �for Crepttantr,n a -- Kisv Inas she psana a d 4 1 t+t% s nr•ret`y ce _ver Coda. BUILONG OFM"" yotr7itance w,tF Irks F':a,Ca �� i _ oatl: V r wtt11 th!Fianda Enitgy cadi, Oast: Re.:,..ed ' PREli 1p aY th,5 D'tdtn�f,�to COMt7 !•C! pall. her2"Y=ettlh that 37_ Ow*ttn LOW' � a Q LU � We uu �a r ��aq .� �UL 5;7- -' � p IL Ree CI4 45 t� t'3J Uri Gl • QQZrci: m{L`3 �1 (41 —All Z Ju Ul LL, to ) > �-upn0 ao r n >Z map �q m < ►NLU QS x�m j Uv40� x I zu z � (3� 0 V W IL n U V LL :q = w WZ f LL ~ 0 E 0 LQ W W U. D dWOW i U C3V- M i W W W ZLuu � 54 4c l - COW.rt ,15 2x4 SGA3 FROM Top To 307rOM CWOFW TO 5ORYS AS RAI�._=R FOR X-RAGA S coral-� C�40RP c42 r aASLE B"40 TP-L% l tri)= TOF f'Lti E i Ptd NAILS a b' OL- • (3)t2d N"19, • 507TOM G440SM") OF carte-tc�a r�s�s 1 i • 24' o._ PROVIDE CLIP FOR ` 400 LBS OF LATERAL SHEAR \`2 X 4 E;,I-KIN& • 4tsl of-.5-*7Vt 4 6A9LL END 1 6S (3)12d MALS C.ONTD1 OW 2X4xt' f.ND F RST Y 11 7RlJ'rf r• 02 STT' LATERAL , 15RAGr •4d' O.C. LATERAL G,45LE � X55 55 Book 9831 Page 2193 jaottce of Commencement (PREPARE IN ouPLICATE) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF CODdMENCEMENT. Description of property -e-e — ------------ ---------------------------------------------------------------------------------------------------------- General description of improvements _x_`11. 61�_�t7�f1�AQ�2�Q t_1C1_✓_Z_ 7 �C------------------------------------------------------------------------ Owner -------:1L4L( i ---� -1--------------------------------------------------- Address __1S�Es� � _1` =_------- ln -Z Owner's interest in site of the improvement ------1 �!--------------------------------------- Fee Simple Title holder (if other than owner) -----------1Yl�------------------------------------------ Name --------------------------------------------------- ------------------------------------------------- Address -----------------------------------------------------------------------------------0 ------- Contractor ---------- ------------------------------------------------ Address __1 S 7_--- = =r2_✓___ %11Er --- 'I., - =----Si , __ ,iZ ------- Surety (if any) ----------------111��------------------------------------------------------------------ Address ----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------- ------------------------------------------------- Address N/ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: / Name ------------------—-------UL ------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 C21 [b], Florida Statutes. (Fill in at Owner's option). Name ------------------------------._..----------------------------------------------------------------- Address ------------------------------------------------------------------------------------ TXIS{PAGE FOR RECORDER-5 USE ONLY _ - --- J � City of Atlantic Beach - 800 Seminole Road -Atlantic Beach,Florida 32233 Phone: (904)247-5800 - Fax: (904)247-5805 - http://www.coab.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: David S. Killian (for James West) 6973 Highway Avenue, Suite 108 Jacksonville, Florida 32254 FILE NUMBER: ZVAR-2007-08 DATE OF HEARING: January 15, 2008 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance to reduce the 15-foot rear setback to 7-feet, six inches for a two-story Accessory Structure to be constructed in conjunction with the remodel of an existing single-family residence within the RS-L Zoning District and located at 1445 Seminole Road. On January 15, 2008 said request was considered at a public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application, supporting documents and comments by the Applicant, the Community Development Board, approved the request, finding this request to be consistent with Chapter 24-64 of the Land Development Regulations. NOW THEREFORE, the Community Development Board hereby GRANTS this request to reduce the 15-foot rear setback to 7-feet, six inches for a two-story Accessory Structure to be constructed in conjunction with the remodel of an existing single-family residence within the RS-L Zoning District and located at 1445 Seminole Road. DATED THIS /7 9DAY OF , 2008. The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. r.'1V Communityevelopment Director DEPARTMENT OF BUILDING 5953 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 4/22 19 Valuations 2595.00 Fee$ 7.50 7.50 T 7.50CCKT This permit not valid until above fee has been paid to City Treasurer,and is 1 J 1J 9 1A 4/22/8 subject to revocation for violation of applicable provisions of law. •00CAC f n4 P r This is to certify that ATLANTIC COAST ROOFTNll]t]E! 8122 Alton Avenue, Jax has permission to build REROOF Classification OTN sLE FAMIT V Zone Owned by rill. Ralph KlAtsley Lot Block S/D House No. 1445 STITTT`TOLE, FOAM According to approved plans which are part of this permit = NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4 0' 4 10 O Building material, rubbish and debris ifrom this work must not be placed in public space, and must be cleared = u hauled away by either con- tr or 'r owner. Building Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER FOR OFFICE USE ONLY 1 Date.-................................19 ...... Permit #------•................Fee $........................ CITY OF ATLANTIC BEACH valuation $- ---------------------------------------------------- FLORIDAHouse #--------------------------------------------•-----•------- --------------=----•-----------•---------------•-•-•--••-•----•---•----.... APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.........1, U .............................Owner.........0 jr -------------- Architect..................... -----------Architect-------------------------------------------- ---------------.......-----------------------...Address..........------------------------......------------.......Telephone No------------................ !I ContractorBuilder 1 ��1-. ':G}i' "r".,1�Gyl'1��%,�1� ......Address..t'10 . vNil.e...... .--..Telephone No.,�.1-/."6V�U- Lot No...................................................Block No--------------------------- ....Sub Division......&1-11 r-_1r-9 XIAA 4 ------------_----------Zone................ /y` ' ---------_---------Street_ 2 I _'J j---Side BetweenAMP.jf'� /�'�-•---•--••----•-•--------and--./Jr.------------------------------------------Sts. Valuation .........For what purpose will building be used,/Wk T'fZrl?M't ..Type of Dimensions of Building--_.._._-_-.---._--__ -----_.....Dimensions of Lot. .........-:Size of Footings................................... �V Size of Piers----------. .._--------------------Size of Sills---------- .---. ._._. .....Greatest Sill Span in ft.-.........................Type Roof-------------------------------------- How will Building be Htated?-._-_.---------------------------------------------------.---Will Building be on Solid or Filled Ground?........................................ Size of Ceiling Joists --- ------_--------------_-- ---------, Distance on Centers ..............---------- ---. .., Greatest Span............................................. „ Size of Floor Joists - --------------------------- , Distance on Centers_ .. --- __..................... . ., Greatest Span -.................................. „ Size of Rafters---- ------...- ------- __. ___ .-., Distance on Centers ._ ..... ........................-.... Greatest Span............................................ » This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from CITY P P R O V E p all lot-lines and existing buildings. G i i-'NTIC BEACH REAR LOT LINE Two copies of plana and specifications shall BUILDING OFFICE be submitted with application. k Inspections required. 1 IOR3 1. When steel is in place and ready to pour footing, W W 2. When steel is in place and ready to pour column. tel. Z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. p p 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. q q 7. Electrical inspection by City of Jacksor.ville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the ttached plans and s ifications, which are a part hereof, and in accordance with the building regulations of the City of n 'c ea Signature of Build �� L G%�y� ......1Z......... Address---dll�Z% ' Zy�l Signature of Owner.:.. .. r4. . .. w --------------- Add ress����!• `r. ,l/ZL� XI._ fi ...�C !�•-• �' \ DEPARTMENT OF BUILDING 3965 's CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 1/297t79 — -- 19_: Valuation$ $4,000 Fee $ 1.6.00 This permit not valid until above fee has been paid to City Treasurer, and is anbject to revocation for violation of applicable provisions of Lw. f This is to certify that FLA. BONDED POOTS,INC i has permission to buil ?,IMpje 6Q TLI RESIDEPdTIAL 7.nn I � Classification 60JOCK TU Owned by RALPFI KITv'GSI EY t t `+' Lot 15 and Ih Bloch 1 S/n',;j ELVR M4k�IG�AGG House No. 1445 S041NOLF ROPD au. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS ,I AFTER DATE OF ISSUE ♦__� O Building material, rubbish and debris z from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. BILL N. DAT%7I�" Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER FOR OFFIC USE ONLY Date---------/... ........1;�J t ci # ...Fee$ / �) ^` Permit ----•�---•S-!- �••-�•----��• ) CITY1 OF ATLANTIC BEACH � Valuation $._.._I,r... v JAr1 2 1978 FLORIDA House ..... .... . CITY OrTICAPPLICATION FOR BUILDING PERMIT �3 S " �. . Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date......................................---------------------------------, 19------------ Owner.---- -h 7 -----•-------•---------------•-------Address_/�vs...eYn -----R1p4U_Telephone No.----•---.._...` Architect ------•------------------------------------------•----••--•-•------------•--------------Address-----------------------------------------------------------Telephone No............................. Contractor Builder_F1'a/oCIdG-..-. P ---Address.. --/......_Telephone No...(Qy!'S9.7Q Lot No. 141 ---------------------Block No---------------/--------- -----Sub Division-------Aef_....M4-C!'►.f ....VAI-Y.... ......Zone----------------- ------------- Street - - - Side Between----S�C/ ek04 ------------------and-----................................................Sts. CJv /ZrSi , Valuation $_y V�O__._s.__._.For what purpose will building be used�swtrr► in ..04.�..Type of construction..._.GL.rrll_'f!.°........... Dimensions of Building.�y_K_&____30...._..__.Dimensions of Lot./ .K_.?4._....�6/..�'./5/�--_._:Size of Footings______________________________________ Size of Piers---.--------------------- -----Size of Sills----------------- -- -- -----Greatest Sill Span in ft.............--------------Type Roof-------------------------------------- How will Building be Heated?-----------------------------------------------------.....__..__Will Building be on Solid or Filled Ground?........................................ Size of Ceiling Joists___________________________________________ Distance on Centers-----______._...._...................... Greatest Span....................................._...... " Size of Floor Joists -..................................- , Distance on Centers. ---•--. ._.............._...--_..._----_, Greatest Span----------................................. „ Size of Rafters----- Distance on Centers --------- ............................. Greatest Span------------------------------------------- „ This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from A P p R O V- E D all lot-lines and existing buildings. CITY OF F�TL iJTIC BEACH REAR LOT LINE Two copies of plans and specifications shall EU LDi GFFIG be submitted with application. 2 ,9 Inspections required. 1. When steel is in place and ready to pour footing. W W 2. When steel is in place and ready to pour columnA a o Z Z 3. When steel is in place and ready to pour beam. ' i 4. When framing is completed. p 5. When rough plumbing is completed,and ready to cover up. r7 6. When septic tank drain field or sewer is laid but before it is covered. q _q 7. Electrical inspection by City of Jacksonville. U2 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of it given f r do' a woA as described in the above statement, we hereby agree to perform said work in accords wit the attach an d ecifications, which are a part hereof, and in accordance with the building regulations of a City ntic B Signature of Builder - ........ ............... ...... ............... Address -."12&-----12NGell_...4vd..............-------------- Signature --- ------Signature of Owne -----i�... . . . .......... Address_1-1/i/-----SeIN/-!...... � KOpG ............................ DEPARTMENT OF BUILDING 3964 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 1/29 19 79 Valuation $ pLLT-m-3 TNG Fee $ 4.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Lw. This is to certify that FLA'BMIDED r00L,II'C has permission to build TO INSTALL 2,RFTURISTS,1SKIMMFR,11cAIld DRAIN i Classification RpgTnr-TTZAL• PnOT• 7nne ,CJ TL Owned by Lot 15 and 16 Block 1 S/t i&4S.M. #100CAM IA 1/30/79 House No. 1 4e t; 5 TrTTTrf)T.F T'f?AP, ( According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS ,I AFTER DATE OF ISSUE —� ► 0 Building material, rubbish and debris Zi from this work must not be placed in i public space, and must be cleared up F and hauled away by either contractor f or owner. I BILL I1. i)AVIS Building Official. `` FOR OFFICE PERMIT DATE CONTRACTOR k USE ONLY NUMBER .� PLUMBING r ELECTRICAL SEWER WATER CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT PERMIT NO. Date : /(e 7_ 1 LOCATIONi /yy, Sen-►ino��, �QyGc/ Street LOT NO. 14 BLOCK NO . / S/D OWNER IZ.c. ��� �i h �,1.�� MASTER PLUMBER JO h .S. C 14 rkso!j Bldg. BUILDER OR CONTRACTOR Flor,s,(a l,3dh���l Pad1S dti�. Pernit__NTo.. TYPE OF BUILDING l��S j uCY1�'�cr .S�.v rYi ✓ham Poo _SIF;;:SLAVATORY BATH TUBS URINALS CLOSETS FLOOR DRAINS SHOWERS WATER HEATERS DISHNASHERS DISPOSALS OTHER Sc TOTAL FIXTURES x.1 . 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 looation of all the soil and vent pipes , and the numbor 'and location of all fixtures , (in acgordanae with Ordir_anae no. 188 of the City of Atlantic Beaoh, Florida ) must be shown on bank of appli- cation and be approved by the Plumbing Inspeotor. DR.A''T PLAN AND SPECIFICATION OF ABOVE PLUMBING ON BACK. Approved by Plumbing Inspector Date (FOR OFFICE USE ONLY) ROUGH-IN INSPECTED REIfARYS FINA.T INSPECTION: CERTIFICATE ISSUED : DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA3966 PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 1/29/79 Date— 19 Valuation $ 500.00 5.00 Fee $ t This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. r [ This is to certify that Allied/Hackney Corp. t has permission to build a 4 foot fence in rear Yard Pjmd around pool F F Classification residential ��+ne Owned by Ralph M. Kinsley Lot 15 & 16 Block 1 C/D sm#1 House No 1445 Seminole Road iii 1 J I - 1/3C/, - According to approved plans which are part of this permit ''` *ULZ C I I/3U/' I NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS 'n AFTER DATE OF ISSUE ♦—_—� .4 ► 4 Building material, rubbish and debris 1 from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. pF t Bill M. Davis E Building official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING i ELECTRICAL SEWER WATER I tr^AILURE TO COMPLY �+WITH TI3pT�a M�..�`,L�dANIC'S FOR OFFICE U E ONLY j.• l� L�yti�ID'1A C. .._r -AUL i l TY :: 1110A l: l Y -19 C. l. .b�l` ."S PAY:iN J 1 ;27CE FOR BUILDING Date_ .-•...... .......Fee $--.. / .11�------- WROVEMENTS." Permit #---- CITY OF ATLANTIC BEA-C Valuation $-------------------------------••------.....---....-- FLORIDAHouse #----------------------------------------------------------- ....------•---------------------------•.-----------•----••------•---------- APPLICATION FOR 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. - 7 `'?� ------------- 19. /-� _... Date.....--••------•-----•-•-=--------•-•-•-•----�....__.. (/ Owner... (/ ... �L •�� - Address_/�,V�.�.+.±tii .........Telephone Na. ------------------------Tele hone No----------•--------------------------•-•-•------( - •---•-•-•--....-----•-------...._..Address-•------••----...._..-----...--- •� T Telephone 1�i1--•-- - C4 Cddress= P ne No... , --------- ----- Lot No.�-------� /..�C1-----------------Block No----------I-----------------Sub Division•-------- ��•4-------------------------Zon .- ••-------•-----------Street 011/.wG.�t�-Side Between XS_= T* 1�" and Valuation $.. --'-- ----For what purpose will building be used_....._'-----..-----�------Type of construction_Y ....4.........•..... Dimensions of Building----------------------------------------Dimensions of Lot -----Size of Footings. Size of Piers-----------------------------------Size of Sills-----------------------------.Greatest Sill Span in ft.------------------------Type Roof-------------------------------------- How will Building be Heated?.------------------------------------------------.............Will Building be on Solid or Filled Ground?---------------------------------------- Size of Ceiling Joists-_--------------------------------------- Distance on Centers----------- --------------------------------, Greatest Span.----••-----•-•--------.---------•--------•- » Size of Floor Joists----------------------------------------------- Distance on Centers.......... --------------------------------- Greatest Span------------------------------------------- Size of Rafters-----------------------------------------------------, Distance on Centers........ --- ............................. Greatest Span--- -------------•------------------ » This rectangle is to represent the lot. Locate the building or buildings in the �� P P right position. Give distance in feet from GIiY P R O V E D all lot-lines and existing buildings. Eu"LD tic PEACCil REAR LOT LINE CFF;`,-- Two copies of plans and specifications shall e19be submitted with application. J 04 Inspections required. 1. When steel is in place and ready to pour footing. GV 2. When steel is in place and ready to pour columns a a ! z 3. When steel is in place and ready to pour beam. E. ►a 4. When framing is completed. i 5. When rough plumbing is completed,and ready to cover up. G7W 6. When septic tank drain field or sewer is laid but before it is covered. A , U2�4c� A 7. Electrical inspection by City of Jacksonville. v1 �- 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signature of Signatureof Owner.-------•............................................ •--......._ Address---------------------------------------------------------------------------------------------------- I Contract Copy SEARS, ROEBUCK AND CO, 2 2 5 5 FE NG ESTIMATE and PROPOSAL NO. Store /� Date a 19f LAWN CHIEFTAIN M / CUSTODIAN CL ElC T ER ADDRESS: AND NO.) (CITY) (STATE) CHAMPION CL ❑ Location of property on which fence materials are to be installed: WOOD ❑ (STREET AND NO.) (CITY) (COUNTY) (STATE) OVERALL OVERALL LENGTH HEIGHT EXTRA INSTRUCTIONS DIAGRAM PC 'T +- T + 4... WALK DRIVE _ .. �_ ... { ----- GATE GATE _ . -44 / { ._ ... 4-4 4 ) , -� r WIRE DIAMETER 4. GAUGE TERMINAL POST } I �� . l �- _-�--j- { 111'DIAMETER DIAMETER �� tt I �7 �1rt L L LINE POST TOP RAIL _ + ... ..� ... ... .. ._ ._.. ._.. 4 .. ..� - i-4 7 ,—i7 DIAMETER LINE POST — ,} t— } F 4 . — GATE FRAME SPACINGH+r ,I LA.:�TIC BEng1 ..1 I APPROVED i� � CITY OF F -�- J EUI ING Cr �.. . —. `. NUCKLE BARB .. . UP UP 31) �. art- 7-- --� � � � s 11 - .. TYPE STYLE _.(' ... ..'."'.i—I € -}— _t'f�. � .-7-7— -}-4�' .. ......L.I OF WOOD OF FENCE L L I T _�..} .� .. ' t { �1 ._ (�. I f.. _i. ... . NOTE: In above plat,the side of each small square equals lineal feet. Sears, Roebuck and Co. ("Sears"1 offers, subject to the approval of its Credit Department and its engineeringrepresentative,to furnish fence materials • • to the undersigned Customer for the property described herein, in accordance with the Plat and all the terms including specifications and price)set forth herein. TOP RAIL OF FENCE Customer hereby authorizes Sears to arrange with a qualified contractor (licensed if required by law) to install.said materials on said property as provided herein (it being understood that Sears will not install said materials)and to pay said contractor his charge for said installation upon comple- TO FOLLOW GROUND tion thereof (said contractor's charge being included in the total price stated herein), all such arrangements with and payments to contractor to be solely TO BE LEVEL WITH on behalf of Customer. LOWEST GRADE CUSTOMER HEREBY ASSUMES FULL RESPONSIBILITY FOR THE LOCATION OF THE LINE UPON WHICH SAID FENCE MATERIALS ARE TO BE INSTALLED AND LOCATE ANY AND ALL UNDERGROUND CABLES OR PIPES,and Customer agrees to defend, hold harmless and indemnify Sear{from and against Q all claims, liabilities and expenses for trespass and other damage or loss arising out of the location of said fence materials on the line specified by TO BE LEVEL WITH Customer. HIGHEST GRADE All excess materials shall remain the property of and be returned to Sears. ❑ Neither Sears nor the contractor shall be responsible or liable for delay, SPLIT THE GRADE labor, material or damage or default hereunder where occasioned by war, strikes, shortages of .transportation, acts of civil or military authorities or other causes beyond the control of said parties, the undersigned Customer here- by expressly waiving all such claims. Customer agrees to pay the Credit Sale Price set forth herein in installments as provided in the Easy Payment Agreement(or other credit sale agree- LINES CLEAR OF OBSTRUCTIONS ment) in effect between Customer and Sears, -or, in lieu thereof, Customer agrees to pay the Cash Price set forth herein at the time of the acceptance ofthis Proposal by Customer. This Proposal and said Easy Payment Agreement (or other credit sale agreement), if any,shall constitute the entire agreement be LINES STAKED hveen Customer and Sears with respect to the sale and installation of said fence materials,and the same may hereafter be amended or modified only by a written agree - WITH CUSTOMER ment signed by Customer and by the duly authorized representative of Sears. DISCUSS WITH CUSTOMER In the event that this Proposal is not approved by Sears' engineering.representative and(if a Credit Sale) by Sears' Credit Department,any payment WHICH POST GATE made hereunder shall be refunded to Customer and this Proposal shall thereupon be null and void and of no further effect. SWINGS ON, ALSO IF Sears reserves the right to make additional charges to the customer in the event unusual ground conditions such as rock formation impede the installa- GATE SWINGS IN OR OU tion herein described. Such additional charges shall be based on actual additional labor required to complete installation under the circumstances. DIAGRAM APPRO><q AND ACCEPTED FENCE TO BE ( CASH Date: 19r1� ERECTED TIE-ONS ( EP CUSTOMER'S (GET PERMISSION) X "' SIGNATURE TERMINAL POST p / HUSBAND OR WIFE'S EXISTING FENCE **-*E SIGNATURE WALK GATE � o ( MCP `s c SALES DOUBLE GATE d'' ( ) POC REPRESENTATIV BUILDINGS-------- ` 14541 REV.6/71 CITY OF Office of Building Official REQUEST FOR INSPECTI (�a Permit No. Date A.M. Time P.M. Received / ality Job A dress Owner's lam' Contractor Name �� PLUMBING MECHANICAL CONCRET ELECTRICAL 11 Air Cond. & E] ❑ BUILDING Rough Wiring ❑ Rough ❑ Top Out Heating 11❑ Framing El Temp Pole ❑ Fire Place Re Roofing ElSlab ❑ Final ❑ Sewer Pre Fab ❑ l Insulation LintegpECTION A.M. RE7Wed. Tues. Thurs. Friday' Mon. � A.M. Inspection Made Final Inspection ❑ Certificate of Occupancy ❑ Inspector / — / 7-0/ Date CITY OF ; f4 QwcA'0;&u'k Office of Building Official REQUEST FOR INSPECTION /Z/W� f2�Z3 Permit Date Time A.M..M. Received T Locality Job Address _ Owner's �/ Contractor r10 Name PLUMBING MECHANICAL BUILDING CONCRETE ELECTRICAL ❑ Rough ❑ Air Cond.& ❑ ❑ Footing ❑ Rough Wiring g ❑ Heating Framing ❑ Temp Pole C Top Out ❑ Slab ❑ Fire Place ❑ In Roofing ❑ Final C Sewer Pre Fab Insulation ❑ Lintel � READY FOR INSPECTION Wed. Thurs. Mon. Tues. Friday A.M. (Q �LJJ P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date ��//11�� //CITY OF 4& Bea4CA-"q &U-4:& Office of Building Official REQUEST FOR INSPECTION Date / a Permit No. Time A. Received Job Address Locality M4,&-e r9/3 0--5 Owner's Name _ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ I El Final r Sewer 11 Fire Place ❑ Pre Fab READY FOR INSPECTION A:M� Mon. Tues. Wed Thurs. Friday Inspection Made P.M. Final Inspection ._ Inspector Certificate of Occupancy 11 Date ��✓�^©/ AA11,,a����,,�� //CITY OF Office of Building Official REQUEST FOR INSPECTIO Dat /Permit No, Time A.M Received P 7resJobOwner's r- Contractor Name . BUILDINGONCR TE ELECTRICAL PLUMBING MECHANICAL Framing Footi Rough Wiring ❑ Rough ❑ Air Cond. & El Re Roofing ab ❑ Temp Pole ❑ Top Out E. Heating Final El Sewer ❑ Fire Place El Insulation ❑ Lintel ❑ Pre Fab READY FOR INSPECTION ' A.M. Tue Wed. ThGrs. Friday Inspection Made PM. Final Inspection El Inspector Certificate of Occupancy ❑ Date �t /CITY OF Q fY� -cA-4w *k� Office of Building Official REQUEST FOR INSPECTION .3 Permit No, 2 / _z" ,1 Date 7 'e� A.M. Time ReceivedPit 4e Locality JobAddress s Owner's /Ve$f Contractor Name LUMBI ECHANIC B ILDING CONCRETE ELECTRIC ROU h ❑ Air Cond.& B� Footing ❑ Rough Wiring ❑ Top Out Heating Framing ❑ Temp Pole ❑ Re Roofing ❑ Slab ❑ Final ❑ Sewer ❑ Fire Place Insulation ❑ Lintel Pre Fab READY FOR INSPECTION A < Thurs. Friday Mon. Tues. Wed. Inspection Made Final Inspection ❑ Inspector Certificate of�ccuncy Ci 3 Date CJI /nCITY OF nn 4&n``''4 Office of Building Official REQUEST FOR INSPECTION 3 F/ Permit No. 21 Date Time x ;5D CEP Received V P.M' ;m00% Job Address l Locality Owner's es-7 All"h Name __ Contractor LDI CONCRETE ELECTRICAL PLUMBING MECHANICAL Air Cond. & ElFraming Footing [jRough Wiring E] Rough Re Roo' Slab ❑ Temp Pole ❑ Top Out ❑ Heating ❑ Sewer 1 Fire Place Insulate L/ Lintel Final Pre Fab READY FOR INSPECTION A.M Mon. Thurs. Friday Tues. Wed. P.M. Inspection Made — Final Inspection Inspector _- Certificate of Occupancy ❑ / Date / �O /n/1� CITY OF ri & Qe=A- Office of Building Offici I REQUEST FOR INSPECTION Date O 24-01 Permit No. / A.M. Time PM. Received cality Job Address Owner's Contractor Name MECHANICAL BUILDING CONCRETE ELECTRICAL PLUMBING Rough ❑ Air Cond.& ❑ Framing 11Footing Rough Wiring ❑ g ❑ Heating ❑ Slab � Temp Pole E] Top Out El Roofing Final ❑ Sewer ❑ Fire Place Insulation ❑ Lintel Pre Fab `READ INSPECTION Tu s. Wed. i 1 Thurs. Friday P.M. Mon. r A.M. Inspection Made Final Inspection ❑ � fOpanInspector Certit ( ` r Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 -PERMtT 11OR1 .LOQRiYtA' t Permit Number: 21221 Address: 1445 SEMINOLE ROAD Permit Type: ROOM ADDITION ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 23 Proposed Use: SINGLE FAMILY Lot(s):15 &16 Block: 1 Section: Square Feet: Subdivision: SELVA MARINA UNIT 1 Est. Value: Parcel Number: Improv. Cost: 86,000.00 OWNER.tlli 'ROfif w Date Issued: 12/29/2000 Name: WEST, JAMES Total Fees: 726.00 Address: 1445 SEMINOLE ROAD Amount Paid: 726.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/29/2000 Phone:—_(909)000-0000 Work Desc: MASTER BEDROOM& BATH ADDITION; F.PORCH ADDIT, MISC. REMODELING CONT S _ � P = A FEES HORN BUILDERS, INC. PERMIT 606.00 WATER IMPACT FEE 120.00 r Spec tions-R ra- _ s FOOTING/SLAB FRANING/COVER-UP FINAL BUILDING INSULATION NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. — Date: 1/®2/81 eikeceiAt688820 14 CHECKS ATLA IC BEACH B LDING PT. 88188883221888 ...� yr ATL.ANTIC BEACH v1=r-ARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT Aita 1iOR#1F#�KN�t= L A"i'1>�H IN? #�1f�►'l�'lON" Address: 1445 SEMINOLE ROAD i Permit Number: 21273 ATLANTIC BEACH, FL 32233 Permit Type: PLUMBING Township: Range, Book: 23 Class of Work: ALTERATION Lot(s):15 816 Block: 1 Section: Proposed Use: SINGLE FAMILY Subdivision: SELVA MARINA UNIT 1 Square Feet: Parcel Number: Est. Value: .:OWNER INFO Improv. Cost: EST, JAMES Date Issued: 1/10/2001 Address, 1445 SEMINOLE ROAD Total Fees: 53.00 ATLANTIC BEACH, FL 32233 Amount Paid: 53.00 Phone: (000)000-0000 - Date Paid: 1/10/2001 Work Desc: INSTALL PLUMBING AND REPLACE-WATER-AN.D SEWER 1N FEES ONTEtA4OR S 53.00 TRIPLE 6 PLUMBING COMPANY, INC. PERMIT ... s.:� TOPOUT FINAL _ l NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM WAY BYOE THER CONTRACTOR OR OWNERRK MUST NOT BE PLACED IN lC SPACE, AND MUST BE CLEARED UP AND HAULED COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY FAILURE TO 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 L W. f53.88 14 Date: 1/18/81 81 Receipt: 8825278 r M CKS 6346 p NTIC BEA H B ING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FI 32233 -Tel. (904) 247-5826 ROOFING PERMIT - —- _ -- LOCATION IN - PERMIT INFORMATIt?N FORMATION-- _-- +-__--- -------__--- Permit Number: 21645 Address: 1445 SEMINOLE ROAD Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: REMODEL � Township: Range: Book: 23 Lot(s): 15 &16 Block: 1 Section: Proposed Use: SINGLE FAMILY Subdivision: SELVA MARINA UNIT 1 Square Feet: Est. Value: _ Parcel Number: Improv. Cost: 6,100.00 — (?WNEI IOIIkTK?N Date Issued: 3/20/2001 Name: WEST JAMES Total Fees: 45.00 Address: 1445 SEMINOLE ROAD Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/20/2001 Phone: (000)000-0000 Work Desc: Remove & Replace 30 shingles/Install ventilation _ CTRAGTO PERMIT 45.00 — .ICATION FEES_-- _ INTRACOASTAL ROOFING CO., INC. Inspections Re.gu! d -- - NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. d ! � { 1f CITY'OF ATLANTIC BEACH Date: 3/22/81 61 Receipt: 8844451 CHECKSf t CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION: ;z 5- Y.,6Ze OWNER OF PROPERTY: ��G.444 e-5 )elle-5 _TELEPHONE:: 3/8 CONTRACTOR: e / C� � , /I CONTRACTOR'S ADDRESS: �,� Ax, /�'&�bf _/�G� v/ / •�- ZIP: 7--0*16 STATE LICENSE NUMBER:/ D®��lly r TELEPHONE: DESCRIBE WORK TO BE ERFORMED: / ievs" tiE' ���L 30 _517, {,H es boa VALUATION OF PROPOSED CONSTRUCTION 6, lbGo, Q� MATERIALS TO BE USED: 'Q :S' 44'_ 4W h 4 �� --luo / SIGNATURE OF OWNER: l f\ SIGNATURE OF CONTRACTOR: SWORN TO AND ISUBSCRIBED BEFORE ME THIS /J DAY OF GtfC AS TO OWNER E- MY 4fq JULIE A.SCRAPER COMMISSION%CC 881278 OTARY PUBLi; EXPIRES:October 19,2003o•,•' Boneee TTru Notary Public underwnters SWORN TO AN IS / t�DAY 0FA42 l`2 tq 2-00 AS TO CONTRACTOR /, - NOTARY PUBLIC Liability Insurance Supplied MAUREEN KING N&ary Public-StOte of Wde Workers Compensation Insurance Supplied My Commission Expkes Ma 31,2002 Commission 4 CC72C781 Contractor License Information Supplied Occupational License Information Supplied 5�MIN. RETURN Notice of Commencement Book 9917 Page 1205 PHONE# 1 Building Permit # Eoc %A?JL }6122B oop. 91 ff To whom it may concern: Page: 1205 Filed & Recorded 03/19/2001 09:57:00 AM The undersigned hereby informs you that JIM FULLER CLERK, CIRCUIT COURT improvements will be made to certain real DUUAL COUNTY property, and in accordance with section R ph ING 713.13 of the Florida Statutes, the fol- lowing information is stated in this NOTICE OF COMMENCEMENT. Description of property: Lots 15 & 16, Block 1, Selva Marina Unit # 1, Duval County, Florida. General description of improvements: Roofing &waterproofing Owner: James West phone # 904/318-4866 Address: 1445 Seminole Road, Atlantic Beach, FL 32233 Owner's interest in site of the improvement: fee simple Fee Simple Title holder(if other than owner): Name: Address: F4Contractor: Intracoastal Roofing Co., Inc. 904/398-6675 Address: 1299 West Adams St., P.O. Box 10816,Jacksonville, Fl. 32247-0816 Surety(if any): N/A Address: N/A Amount of bond: N/A Sy Name and address of any person making a loan for the construction of the improvement: e.. Name: N/A yAddress: N/A Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: N/A Address: N/A In addition to himself, owner designates the following person to receive a co o e Lienor's Notice as provided in Section 713.06 [2] [b], Florida Stat Fill in t Owner's option . Name: N/A n� Address: N/A Owne Sworn to and subscribed before me this 15` 'day of , 2001. JULIE A.SCHAFER MY COMMISSION#CC 881278 ' YP c EXPIRES:October 19,2003 pt Bonded Thru Notary Public Underwriters P,,,, No Public CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION _ Permit Number: 21583 Address: 1445 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: 23 Proposed Use: SINGLE FAMILY Lot(s):15 &16 Block: 1 Section: Square Feet: Subdivision: SELVA MARINA UNIT 1 Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/08/2001 Name: WEST, JAMES Total Fees: 25.00 Address: ATLANTIC BEACH,SEMINOLE OFLD32233 Amount Paid: 25.00 Date Paid: 3/08/2001 Phone: (000)000-0000 Work Desc: Add Rece tides CONTRACTORS APPLICATION FEES HAMMOND HEAT&AIR PERMIT 25.00 Ins ctions Rqquired ROUGH ELECTRIC FINAL ELECTRIC NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. �, 4ATTI BEACH B I6INGDEPT. Date: 3/88/81 81 Receipt: 8834858725 CHECKS OCT-17-2000 08:40A FROM: 247-5845 TO:93965323 P:1/1 -T,14 -4-- Z l ZZ CITY OF ATLANTIC BEACH, FLORIDA E c. Ivo t�91� 7 wrwwwew APPLICATION FOR ELECTRICAL. PERMIT TO TME CHIEF ELECTRICAL INSPEc'TOR: DAtE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING TFIE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCGRDMOE WITH THE A'T'TACHED PUNS AND SPECIFICATIONS, WHICH ARE A PART HEREOF,ANA IN'ACCORDANCI;WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM•` l . MAI LECTl1 lIUGNATURE 7� NAME ►�M�S VV s4 ES ADDRS' {S SC'M NO�e lC FIFQ a�Y BLDG.SIZE BETWEEN RES! } APT.( } COMM.t ) PUBLIC I 1 INDUS.t I NEW I I OLD( 1 REW,( 1 ADDITION(-,4, TRAILER( 1 TicTMP.t } SIGNS t 1 SO.FT. SERVICE: NEW l ) INCREASE( ) REPAIR t ) FEE CONDU=R SIZE AMPS COPPER I ALUM. SIRTCH OR ERFAKEFj AMPS / PH w VOLTI -,RACEWAY MCM.SERV.SIZE AMPS ( PH 3 MI ' t VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECeVrACLEII CONCEALED OPEN TOTAL 31.1oo Amps. swrrcwe:s 7-7-71 INCANOIE=ENT FLUORESCENT&M-V. FIX= 9-190 AMAl. OVt1t A MRL^NCS BELL TRAIVSP. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS WL HEAT: KW-HEAT I-1 OYER MOTORS H.P. VOLTAGE I PHS NO. 1 - VOLTAGE PHS MNSCIELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA, MOTOR SIZE SWITCH I FLASHER EAC14 SIGN FORWARD S TOTAL FEES CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 144!; SLDrn'j rnQ iC Rcoal, OWNER OF PROPERTY: SEYYp[ ��DS� TELEPHONE NO. PLUMBING CONTRACTOR %lit2lpS ` P 1 7n ' T►c . CONTRACTOR' S ADDRESS : J453.3 ,Su-n�,pa-Y1 Ind '4k.Z 1'Q:x'v Fl. 32257 STATE LICENSE NUMBER:L, ' aJ44204 TELEPHONE:906 731"247Y. HOW MANY OF THE IIXTURES INSTALLED SINKS SHOWERS LAVATORY f WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE It ) FLOOR DRAINS SHOWER PANS fiefb P:;i'f5ffiw{ SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE -- $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION FRUM CHUCK HORN FAX NO. : 7205204 Jan. 02 2001 03:23PM P2 Book 9831 Gage 2193 Rothe of Commemment To Whom it may Concern: The tmdermCned hereby intor'uts you that unprovetneats witj be made to certain real property, and in accordance with section 713.13 of the Fiotida Statutes, the foAowing mformatwn is stated in this NOTICE OF COMMENCEMEM. Description of Property Ia u7,c �e3e f -------- General description of bAProvements Owner —_ .�G---------------------------- --------L Address _ d�Z& __-G�`------ • +��Z"I _ ------_ __ owner's interest in site of the improvement---- `s' // ---------- ------- _----- Fee Simple Title holder Cif other than owner) -------__ftl!_' — Name ----^------------ - --------- - -- -- ------------- ----- Address ____..._---- --- ------------------ w -- - ----_ _--___---_-_ _� , Contractor �--------------------------_--- ---------- --- Addte_st - Surety (if says ___- —__—_- .��c�—_----__--__-----------------------_"__^___'_-- Address-------------------- -------- --�---- -'_------ a.. ,,.,i of bond 5------------` Name and addren of any person making a loan for the construction of the mprovement%- Name —_� _------- -------------- __-- ----- - ------ --_ �— --- Address _—_____ Nle Name of persno ttuhm the Stare d Florida,otim thus himself,dmpated by owner upon Whon notion or 6t6es documents may be Served: Name--- ------- .A644_ ______�------------------ - _— - Address------------------- ------ ---- ---------------- 'Tin Sd3ifion— ofii�nself-omr designai�+s�e iollowh6g�a ran to receive s-copY' provided is Section 713.06 [2] {b7, Florida Statutes (Fili in at Owner's option). Fame —��—_�_—..-___ -----_--------------------�-----�----'--- ----�-------- Address ------- TMA -----THN SPAVE ran R=02orR'E WE ONLY i owner Sworn to and PLbScxibed before me this__________— 9 �� VVta _� - day of Q ------ -------- 14�� NKNM W 00 --------- Notary Public ter �4C0 11 !r auatQ R�IDRN ` tb,Cc 61179.7 �yM Fle,lw rt011rr4a ,TAN-2-2081 TUE 02:30PM ID:247-5845 PAGE:2 � 9 RECEIVED DEC 2 7 2000 (21 A4� City of Atlantic Beach Building and Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s) : )W �S 1T1Az�'T Job Address:1411Y S —Phone: a4f1— 41'7Y8 Lot #1S+/6 Block or Unit # _ Subdivision: SXLV 4-m.AR,•VA Lw,Ir At4 Contractor: State License # G(•re_o_T9 _2 Address: Phone No: City \` t State Zip Code Describe work to be done: Aj&<IA4 3"g.W.0 AAAQ Ad=2,9 X' G• �G[Jahr 2N l� f? AXD lyraL� ten.o< :✓b�pi�c Present use of building: *L►�w� Valuation of Proposed Construction: 316, DDn Proposed use: R6-,1;9fiN � Is this an addition?_,kg-,:�_ If yes, what are the dimensions of the added space:/_ft- X __ajo _ft. Will the added area be heated and cooled?�/1�_ New alectrical (or increase) ? :€L A3ex �o New plumbing fixtures?-3— New fireplace?NO New Heat/AC? NC) SDBMIT THREE (COF2CIAL) TWO (RESIDENTIAL) CODiE�LETE SETS OF PLANS, INCLLrDING SITE PLAN, SORvEY, my RGY CODE zmws, NOTICE OF CO��NCE2�IiiT, AND 0WN=1C0NTRACT0R AFFIDAVIT, IF OWA)ER IS CONTRACTCE. Signature OWNER , Date: Signature CONTRACTOR: Date: AS TO OWNER: _da of Sworn to and subscribed before me this 2000 . Y 4 Of F� CHARLES R.HORN NOTARY PUBLIC a Pusuc1.1 No.CC 611799 AS TO CONTRACTOR: WfeMnaWY V4—11Olhv I.D. ,2000. Sworn to and subscribed before me th' day of pa*;a Amonette _. MY COMMISSION# CC947012 EXPIRE Or, August 27,2004 UB C BONDED IM TROY FAIN INSURANCE WIC CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 �/ S J A M /NOG E )2,D • I !� D T`� o f Date T Heated Square Footage@ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ �r Carport/Porch1, @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio v Q @ $ per sq ft = $ 0 C� TOTAL VALUATION: $ 916,0c),rol $ Total Valuation 1st $ S oDv Remaining Value $cit. per thousand or portion thereof TOTAL BUILDING FEE $ 2/7 U + 1/2 Filing Fee $ 0z ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ P1 WATER METER/TAP $ 0 CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ �3 SECTION H PAVING ( ) $ b HYDRAULIC SHARES $ 0 CROSS CONNECTION S 3 S— ) ) SURCHARGE . 0050 $ C7 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: PSR-3944 12587 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION ------ ------- LOCATION INFORMATION -- Permit Number : 12587 address : 1445 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 32233 'lass of Work :ALTERATION -------- LEGAL DESCRIPTION ------ Constr . Type: CONCRETE Block: Lot : Twp: Proposed Use: Section: 0 Subd:O Rng: ' Dwellings : 0 Subdivision: SEMINOLE BEACH Est . Value: 0 .00 Improv . Cost : 0 .00 Total 25 . 00 AY'flr?t.in} 0 . 00 F NEJE, 1NFrRM?.TION APPLICATION FEES ----- ---- - r,n Name" PERMIT 25 Addr • 1445 SEMIVOL4 BEACH T.TL.ANTIC BEACH''_ '' FLORIDA 3' 2' 11)41 !k 6- - C TRA ,rQR IWFORMATIC.1i _ - ATLAITz?� ABT..;,PLUMBT! Q""' TILL 12 3 9TH "" NUE NORTH 7A('KS0 T,F BEACH , FL 32250 Exp: / NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" #25.H ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECTjA*Wf)CA�jMF 85 , VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date'^ HECK ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATIO FOR _PLUMBINcaG PERMIT JOB LOCATION : !� L OWNER OF PROPERTY: :1 ^+ PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS: .7 STATE LICENSE NUMBER: C?t%l''D �Q `�� _TELEPHONE HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER _ TOTAL FIXTURES: x $3 . 50 + $15 . co MINIMUM PERMIT FEE - $25 .00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN CCORNC WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING E. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 000790 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH IT" ORMP UCATION INFORMATION L N U m bz,x 7rju tJuit-�zs; 1445 SEMINOLE ROAD Permit Type; MECHANICAL ATLANTIC BEACH, FLORIDA 32233 lass of Work: ADDITION LEGAL DESCRIPTION ,7.onstv. Type- N/A Blacks Section: Proposed Use: SINGLE FAMILY Plat Book: Paget 0 welling s: 0 Code: 0 �Abdivision: k.atimated value: 130. 00 OWNER INFORMATION Improv. Coat: $0. 00 Name: FRANK COLELLA Total Fees; $20. 00 Address; 1445 SEMINOLE ROAD Amount Paidj $20. 00 ATLANTIC BEACH, FLORIDA 32233 Date Faidi 5/10/89 Phone: (904)249-8251 ic. , INSTALL 3 TON HVAC SYSTEM TO EXISTING RESIDENCE Ar-Pl..ICATIOH FEES - EANpumrr $20. 00 STAIF HEAT AIR 'A,rER IMPACT FEE $0. 00 'rF.WER IMPACT FEE $0.'00 :ATER METER $0."Of) :ADUN GAS-14. R. S. $0.b0 :,ADON GAS - 5% 90. 00 �ATER TAP so. 0d7 EWER TAP $0. 00 IYDRAULIC SHARE so. oc77-- ,-E-INSPECT FEE $0. 00 NGINEERING $0. 00 ;THER SO.' 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.55 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC PEACH BUILDING DEPARTMENT By: BUILDING AND ZONING INSPECTION DIVISION ) 9d CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between. And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attacfLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) � `� Master li—j�--'Z�( Name of Property Owner CDLC 11^,A Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A' Type of Mating fuel: B' IS OTHER CONSTRUCTION BEING DONE ON X'[ectric THIS BUILDING OR SITE? YJO ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MEt.HANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) X Residential or ❑ Commercial Heat ❑ Space ❑ Recessed >(Central O Floor New Building Air Conditioning: ❑ Room A�Central it Existing Building Duct System: Materiel pl�A— ft Thickness ❑ Replacement of existing system Maximum capacity cp c.f.m. X New installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity 9•P•rm ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumper (number) (Reeeiv ❑ Tank- (number) Remarks ❑ LPG contains,K (number) ❑ Unfired pressure vessel Permit Approved by Dates ❑ Boilers ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT ty Approvit� Number Unite Description Model Number Manufacturer ( ) Asent,9 r, u LANTIC �,. CITY O� AT DEPARTMENT BEACHmv BUILD INSPECTION REPORT 788 PERMIT# a1445 SEMINOLE ROAD SUBDIVISION SEMINOLE BEACH 40 JOB LOCATION ATLANTIC BEACH, FLORIDA 32233 PHONE (904)396-9791 w OWNER NAME COLELLA PERMIT TYPE ELECTRICAL > BLOCK SECTION CLASS OF WORK INCcc REASE 40 w� LEGAL DESC: LOT pgppOSED USE SINGLE FAMILY W ADVANCED ELECTRICAL CONTRACTOR at CONTRACTOR Z S ALUM SB 60 AMPS 24GO 2 200 AMPS 1PH 3W 240V EXIST � WORK DESCRIPTION CS 4/O 200 AMP aINSPECTOR AM cc 12 FINAL ELECTRIC INSPECTION REQUIRED Z / REJECTED APPROVED Er a DATE INSPECTED COMMENTS 70 CITY OF ATLANTIC BEACH, FLORIDA Approved by I APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: May 09, 198919 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. / �- 97`11 ELECTRICAL FIRM: Advanced MASTER ELECTRICIAN SIGNATURE JOURNEYMAN Colella 1445 Seminole Rd NAME ADDRESS: RFD-BOX- Seminole FDBOXSeminole Beach BLDG.SIZE BETWEEN: RES.(X) APT. ( 1 Comm. ( 1 PUBLIC ( ) INDUS. ( 1 NEW ( 1 OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( 1 INCREASE (X) REPAIR ( ) FEE CONDUCTOR SIZE 4/0 AMPS 200 COPPER ( ) ALUM. K)) SWITCH OR BREAKER 200 AMPS 1 PH 3 W 240 VOLT RACEWAY EXIST.SERV.SIZE AMPS PH WA16VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0-100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 1 3 21 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TDAK1CCnDIUC0Q- t IninFR ann v OVER 1300V CITY OF ATLANTIC BEACH jv 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildin -dept@coab.us Application Number . . . . . 07-00001460 Date 12/06/07 Property Address . . . . . . 1445 SEMINOLE RD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 350000 ---------------------------------------------------------------------------- Application desc ROOM ADDITIN & ATTACHED GARAGE ---------------------------------------------------------------------------- Owner Contractor ------------------------- ------------------------ WEST, JAMES D.S . KILLIAN GENERAL CONTRACT 1445 SEMINOLE ROAD 3898 DUPONT CIR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 388-6604 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1210 . 00 Plan Check Fee 605 . 00 Issue Date . . . . Valuation . . . . 350000 Expiration Date . . 6/03/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. Approved as revised per 11/30/07 resubmittal . 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 preventers must be tested by a certified tester and a copy of the results sent to Public Utilities . The garage apartment must be separately metered. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1210 . 00 1210 . 00 . 00 . 00 Plan Check Total 605 . 00 605 . 00 . 00 . 00 Grand Total 1815 . 00 1815 . 00 . 00 . 00 ' PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach FL 32233 S fj / _ sw Office: (904)247-5826 • Fax: (904)247-5845 Job Address: S e''n+ n of e- 2 W rA Permit Number: Legal Description v s w L y 3o Tt- , 1--cT l to C 6x- NE,Ly aD rt Valuation of Work(Replacement Cost) $ ��s 0 0 o C)(3 ■ Class of Work(Circle one): <::� Additio Alteration Repair Move ■ Use of existing/proposed structure(s) (Circ a one): Commercial CResidentiaD ■ If an existing structure, is a fire sprinkler system installed? (Circle one): es N/A ■ Is approval of homeowner's association or other private entity required? (Circle one): Yes Describe in detail the type of work to be performed: lid ,{/ Property Owner Information Name: rn Address: S2 m n of P �oa�Q ____ City r�'�i r% eC�c State Zip 3a3 33 Phon qUi l� a 5- (oa 9 9 Contractor Information: , // uali in ent: fY g g �v CSS n Name of Company: l°�� t �� 0.n 6te r�e✓'ccQ CO�� A Address: q Ve. Sfe 10 b City _. q k State Fl_ Zip �,.acz S Office Phone 04 (AS- Job Site/Contact Number )r - tf B to- 0937 State Certification/Registration#Ca,1,50 L/ Office Fax# 9WJ 09 C t(22- Architect Name& Phone # A[G C=t2 !i0 ti- — Engineer's Name & Phone# '76)Y - 605 - 3�y Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work of installation has commencedprior to the issuance o�f a ermit and that all work will be performed to meet the standards of al laws regulating construction to this jurisdiction. This permit becomes null and void iwork is not commenced within six(6, months, or i construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced f I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA-Y RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOL INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNE-y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i hereby certify that I have read and examined this application and know the same to be true and correct. All provisions o laws and ordinances governing this type 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 lCM regulating construction or the perfgr ante of construction. Signature of Property Owner: Signature of Contractor: ` Swo and subscped b fore r e Sworn to and subsc ibed before me thiDay of a this_'Y- Day of _Y /// Notary Public: Notary Publid;l HEIS L.a M i. aP f1 Wd KON 41 MU09 =��rar n�4c: of F�OI�i Z 30:S381dX3 ua uw REVISED 3.05.07 �ooa'e �aaoi ti ; �,commisionExpre�Sep 27.200� 046092 00#NOISSIWWOO lW :� tronpnision t 00 476634 111WHOS 113linr :�;,' 1''.°„;��' Bk>fided N>Biontl Alla• rS:I''Jf%' . CITY OF ATLANTIC BEACH PERMIT APPLICATION r :f:sJ BUILDING / Z® DEP ARTN T 'J 800 Seminole Road Atlantic Beach,Florida 32233 � 6 ?— 7f/(yV (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE RED DEPT: Y N PLANNING Property Address: 1`�7 d�m i 770 1 �`•' Z N BUILDING N PUBLIC WORKS Applicant: /���� 0 Y N PUBLIC UTILITIES Y N FIRE DEPT. Project: �� �U� (I/ Y N PUBLIC SAFETY cn APPROVAL w v REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Lu Y N D.E.P HUFSTETLER Y N S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP R ED BY: INITIAL: DAT ® ® 1 ST REV PLANNING ® ® 2ND REV LDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY11 D 3RD REV Return this fora to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT PARTMENT APPLICATION 800 Seminole Road Atlantic h Beac ,Florida 32233 _ \ ` 1 R (904)247-?000 (904)247-5&45 Fax , www.coab.us APPLICATION TRACKING FORM REUQIRED DEPT: r r .Y N PLANNING Property Address: �� �I 1;/�- j �� � � � � �� �� � z N BUILDING Y N PUBLIC WORKS AppfiCaffit: 0 Y- 1 PUBLIC UTILITIES kY ;" N FIRE DEPT. Project. " " �' ' A� Y IN PUBLIC SAFETY w APPROVAL v o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: UJ Y N D.E.P HUFSTETLER Q� Q Y )I S.J.R.W.M. CARPER w Y ARMY CORPS of ENG CARPER 0 Y 'N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: ATE; ® 1 ST REV PLANNING BUILDING ® ® 2ND REV PI,�LIC WORKS PUBLIC UTILITIES o FIRE DEPT. PUBLIC SAFETY ® 3RD REV Return this form t®the Building Department once you have entered your comments into the AS400, Public Works Plan Review Comments Date: 10/22/07 Project Name/Address: Room Addition/Attached Garage-- 1445 Seminole Road Application Permit#: 07-1460 Check Box Application Tracking Comments to Add Co nt Provide impervious surface calculations (existing and proposed). Provide erosion and sediment control plans with installation details and maintenance schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1" contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ r Section 25-66(b). (See attached info. Sheet). If on-site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint (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 COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. Proposed driveway exceed maximum allowed (20 feet max.) by Section 19-G. Plans provided are for addition to existing structure. Site plans shows new pool and accessory structure, no construction plans are included. 6i 0 Runoff Volume Calculations (Ref City of Atlantic Beach Zoning, Subdivision and Land Development Regulations, Section 24-66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area("delta volume") and would be calculated by: V=CAR/12,where V=volume of storage in cubic feet, A=area of the lot in square feet, R=25 year and 24 hour rainfall depth(9.3 inches)over the lot area,and C=run-off coefficient,which is 0.6 for the 50%maximum impervious coverage, 0.4 for 25% impervious coverage, and 0.2 for 0%impervious coverage. This delta volume(post V minus pre V in cubic feet)must be stored at least 1 foot above the wet season water table and below the overflow point to off-site(in many cases this may be the adjacent road elevation). As an option,and as approved by the Director of Public Works,the owner of the parcel to be developed or redeveloped may implement,at the applicant's cost, off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume previously developed lot size of 100' x 50'=5000 ft2,with existing structure to be removed. Predevelopment: removed * 5000 ft2*9.3 in./12in./ft Runoff Volume 0.4(previous house slab/driveway ) V= 1550 ft' Post development: Runoff Volume=0.6 (50%impervious surface) * 5000 ftz*9.3 in./12in./ft V=2325 ft' Delta Volume=2325 ft'- 1550ft3-1775 ft'(This is the volume of storage that must be provided for this lot,either on the building site,or with Public Works approval,offsite). Required Documentation: Include a block or section on the Paving and Drainage Plan showing the requirement and amount of storage provided. (See example below) Stormwater Storage Requirements Area Percent ITpervious Runoff Volume Predevelo went Ft Ft Post Development Ft Ft Storage Volume Required: Ft Storage Volume Provided: Ft A BP250U01 CITY OF ATLANTIC BEACH 11/14/07 Application Tracking Step Selection by Revision 09: 40 : 19 Application number . . . . : 07 00001460 Address . . . . . . . . . . : 1445 SEMINOLE RD RE number . . . . . . 171901-0000- - Application type . . . . . RESIDENTIAL ADDITION/ALTERATION NCR OLD ACCOUNT NUMBERS . . AB04089 Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5 View 6=Fast log 8 Action log maintenance 9=In/out maint Path ---- Rey Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By _ BUILDING DEPT. A 01 Y 10/18/07 11/07/07 _ PLANNING & ZONING A 01 Y 10/18/07 11/07/07 _ PUBLIC UTILITIES A 01 Y 10/22/07 11/07/07 10/22/07 AP LS PUBLIC WORKS A 01 Y 10/19/07 11/07/07 11/09/07 AP LS Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8 Misc info inquiry F9=Corrections report F10 View 3 Fll=Sort by agency F24 More keys rs �1`Ji'�J CITY OF AT'I.ANTIC BEACH PERMIT ,' tJ BUILDING / ZONING 'I' DEPARTMENT APPLICATION 800 Seminole Road Utz r T�� Ailantic Beach,Florida 32233 : �- (904)247-5800 (904)247-5845 Fax r www.coab.us 40 r ,� APPLICATION TRACKING FORM RE-QQIRED DEPT: �p N PLANNING Property Address: 1445 4L rkI K_D I- z BUILDING N PUBLIC WORKS Applicant: �' (/ , �� I a C 1, �, �J� 0 Y N PUBLIC UTILITIES Y N FIRE DEPT. Project: � Y N PUBLIC SAFETY Cn w APPROVAL 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z LU Y N D.E.P HUFSTETLER ¢� �O Y S.J.R.W.M. CARPER UJ _ Y ARMY CORPS of ENG CAPPER L Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: AT ® 1 ST REV PLANNING BUILDING ® ® 2ND REV PLIC WOR PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building(Department office you have entered your comments into the AS400. BP250U01 CITY OF ATLANTIC BEACH 11/27/07 Application Tracking Step Selection by Revision 09:26: 01 Application number . . . . : 07 00001460 Address . . . . . . . . . . : 1445 SEMINOLE RD RE number . . . . . . . . . . 171901-0000- - Application type . . . . . : RESIDENTIAL ADDITION/ALTERATION NCR OLD ACCOUNT NUMBERS . . : AB04089 Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5=View 6=Fast log 8 Action log maintenance 9=In/out maint Path ---- Rey Dates --- - Action Summary - Opt �99IMDINGDE�PT Rev Step Req In Est Cmpl Last Type By _ A O1 Y 11/26/07 11/07/07 11/26/07 AP DH LANNING & ZONING A 01 Y 10/18/07 11/07/07 A 01 Y 10/22/07 11/07/07 10/22/07 AP LS PUBLIC WORKS A 01 Y 10/19/07 11/07/07 11/09/07 AP LS Bottom F3=Exit FS=Land inquiry F6=Add F7=Revisions F8 Misc info inquiry F9=Corrections report F10 View 3 Fll=Sort by agency F24=More keys h CITY OF ATLAN'T'IC BEACH PERMIT BUILDING /ZO O DEPARTMENT T APPLICATION # 800 Seminole Road ~ �r Ailantic Beach,Florida 32233 � 1 -:.. \!rlltl�l (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORINT R UIRED DEPT: Y N PLANNING Property Address: ` +5 m c z Y BUILDING ,{ !ii�� = Y N PUBLIC WORKS AppReante Y PUBLIC UTILITIES FIRE DEPT" Project: yO/ / 1 i/L�WI U / / Y N PUBLIC SAFETY Cn APPROVAL w REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: U Z � Y N D.E.P HUFSTETLER ¢� a! d V N S.J.R.W.M" CARPER _ Y N ARMY CORPS of ENG CAPPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL-/ ATE: ® ® 1 ST REV ® El PLANNING BUILDING, ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this f®na tO the Badding Department Once Yun have entered your comments into the AS400 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.2 The higher the score,the more efficient the home. West, 1445 Seminole Rd, Atlantic Beach, FI, 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.50 _ 4. Number of Bedrooms _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft') 774 ft' _ c. N/A 7. Glass typel and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)201.0 ft' _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:8.00 _ (or Clear or Tint DEFAULT) 7b. (Clear)201.0 ft' _ b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,63.0(p)ft _ c. N/A b. Raised Wood,Adjacent R=19.0,576.Oft' _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:20.0 gallons _ a. Frame,Wood,Exterior R=19.0,807.0 ft' _ EF:0.94 _ b. Frame,Wood,Adjacent R=19.0, 144.0 ft' _ b.N/A c. N/A d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Single Assembly R=19.0, 199.0 ft' - 15. HVAC credits PT,CF, _ b.Under Attic R=30.0,576.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b.N/A _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above en y saving features which will be installed(or exceeded) oFTt;E sTgT� in this home before final i ec ' O e se,a new EPL Display Card will be completed ~ based on installed Code f s, J „ o Builder Signature: Date: /U X v Address of New Home: �� � yic�Q City/FL Zip: WE *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86.for a US EPA/DOE EnergyStarTudesignation), your home may quay for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For Information about Florida's Energy Effzciency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSl3 v4.5.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 9/25107 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Project Information For: West Accessory Building 1445 Seminole Rd, Atlantic Beach, FI Notes: Design Inf• • Weather. Jacksonville, Mayport Naval, FL , US Winter Desiqn Conditions Summer Design Conditions Outside db 39 °F Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 16919 Btuh Structure 19178 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 16919 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip, load 18603 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2272 Btuh Area (ft') 775 775 Total latent equip. load 2962 Btuh Volume(ft') 6200 6200 Air changes/hour 1.20 0.50 Total equipment load 21564 Btuh Equiv. AVF (cfm) 124 52 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 1026 cfm Actual cooling fan 1026 cfm Heating air flow factor 0.061 cfm/Btuh Cooling air flow factor 0.053 cfm/Btuh Space thermostat Load sensible heat ratio 87 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right-Suite Residential TM 5.0.66 RSR29784 2007-Sep-26 19:59:02 ACCP. C:\Documents and Settingslcustomer\My Documents\Wrightsoft\West Acessory Bldg Atlantic beach.rsr Pagel BUILDING PERMIT APPLICATION t lis CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: I y S e r-)i n of e, R(p a Permit Number: Legal Description - i " �S" 9 �vc tgafi�� �n, i i-d1 I � E Y s w L V 3D Lpr), 1-crr 11, 6-e- NELy .?z) rr) SLK 1 Valuation of Work(Replacement Cost)$ S-Zi 000 , OU ■ Class of Work(Circle one): <:::� Additio Alteration Repair Move ■ Use of existing/proposed structure(s)(Circ a one): Commercial <Resi entia • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes N/A ■ is approval of homeowner's association or other private entity required?(Circle one): Yes Describe in detail the type of work to be performed: Gam" U/✓XaIETJ Property Owner Information Name'j�rm(� W t Address: (-f S o City 11(, eac- State Zip 3dd 33 Phon Q04J 5,7 5_ (o—)q 5 Contractor Information: // Name of Company. t°� 0.rl (�(WJ (04 qualifying Agent: v 'C� S- �� < < <Cc n Address: ClLLA VE. Sfe I06 City -11k State Fi- Zip 3,;�d-S Office Phone Q4) JAS. 4 Job Site/Contact Number 1)1P - q B 6- Dcf 3 7 State Certification/Registration#CGri5oy(o-!�(o Office Fax# 900 09C l02 Architect Name & Phone# Engineer's Name& Phone# c3&Lf Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work o) installation has commenced prior to the issuance of a permit and that all work will berformed to meet the standards of al laws regulating construction in this jurisdiction. This permit becomes null and void ifwork is not commenced within six(6, months, or if construction or work is suspended or abandoned for a period of six (6) months at anytime after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOL INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER .OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. herebycertify that I have read and examined this application and know the same to be true and correct. All rovisions o laws ad ordinances governing this type 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 lam regulating construction or the perfigr ance of construction Signature of Property Owner: %N Signature of Contractor: Swo t and subscribed fore a Sworn to and subsc ibed efore me thiDay of this-y—Day of NotaryPublic: A Notary Publico s (l�� -� NElDi L.ODOM aaww aped+tmwa rola PaPu0s rap' y �'�O"aY P`°��: Notary Pubk-Stift d Floft REVISED 03.05.07 coca`eZ o s3didx3 '> :,�, c, onE �47,2W9 obsosa a0 a MolssIM03 Aw - '_ .� Coffm*Aw#DD 17KV 1001�8'V 3nnr ?: `` '•:lot-$'��' Bq� National Notary Assn OWNER'S NAME Lel S T �S f D lel C I '- 1 NEW - R30L SSTRUCTURE SPA RvSIOUS) - I I r I , APPROX.POOL 1 :_— ___.__Itllltlllllllltllllllllllllllll SIZE AND LOCATION rr U I I i — _niiillulnnniiiniinniiii rr�C �_ aL I11 #It I U i NEW P ,°1 DECK --- _ — t �—=_____ __— ____ - cn v =z _ _ _. _a 3^ = _-- CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET =� y Y T) 19 Date: Address�/ �✓ SPECIAL NOTES WATER IMPACT FEE $ 0 e / SEWER IMPACT FEE $ 0 WATER METER/TAP $ CAPITAL IMPROVEMENT$ a� SEWER TAP $ /V IM — SECTION H PAVING ( ) $ CROSS CONNECTION $ _ OTHER $ GRAND TOTAL $ — V 7 %S=''�'f%� CI'T'Y OF ATLANTIC BEACH PERMIT _r of S f BUILDING / ZONING DEPARTMENT APPLICATION# 800 Seminole Road Dr Atlantic Beach,Florida 32233 ,r (904)247-5800 (904)247-5845 Fax D T www.coab.us CE-IVEi D APPLICATION TRACKING M __ RE9JJIRED DEPT: �p N PLANNING Prope Address: )445 4L�� � � �� bal z � BUILDING z Y N PUBLIC WORKS Applicant: �I0 Y N PUBLIC UTILITIESY N FIRE DEPT. Project: k, tN^ Y N PUBLIC SAFETY U APPROVAL w w o REQUIRED AGENCY: RECEIVED BY: INITIAL DATE: w Y N D.E.P HUFSTE LER Q� � Y N S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CAPPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SI BUILDING DA AP REVIEW BY: L: DATE::, 1ST REV ®PP PLALANNIN !NG 1� ® ® 2ND REV PUF L.C S PUBL'fC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV return this form to the Building Department once you have entered your comments into the AS400. Public Utilities— Distribution & Collection Date: fes-2,Z--!q7 Initials d�z) Project Name/Address: 14 Application/Permit#: 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 RTI 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. El El El El El F:\P1anReviewConunents-PU.doc WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE TYP.E FIXTURE UNIT VALUE AS LOAD F MJPES UNITS Automatic ciothes washers commercial 3 Automatic,cidthes washer's, residential 2 Bathroom group consisting of water cioset, lavatory Bidet, and bathtub or shower 6 Balhtub (ml:h or without overhead showwf or whirlpool 1 attachments) 2 Bidet 2 ' Combination sink and tray 2 . Dental lavatory1 Dishwashina machine, domestic 2 Dhnkhg fountaiMcemaker h Floor drains 2 . Hose bib Kitchen sink, domestic Kilchen.srnk, domestic with food waste grinder and/or 2 d'shwasher 2 i Laundry tray 1 or 2 co artrnenls 2 Lavalo 1 Shower com artmenl domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon De r flush or less ' Wash sink circular or multi le each set of faucets 2 Water ciose( flushomeler lank, p6blic or prtvais 4 Water dosal private Installation 4 Water closet btic installation 6 _ TOTAL NUMBER OF UNITS, MUL71Pt]ED X 20 TOTAL$ pp 0D > 0 CL a wv0CJ406wD1Cn .P60NQxtO21- z Z0 ° a tcD �> Z o o m ao CO te ° � a - o � � a � a CL CL � � CL =r mw n �o m 7Ooto to V ° a 3 ;: M C °v N� :3 ( = cam C) 3 m m m � yNCn 3 0 3 -� CA OD % p, c =r cr O =r A �b 0 CL 0N T SU N Q 7 O O =D r CL X Ll - O C = v Q N A CL O c c uAi O o 0 � 0 0 Z mN tz � v; 0 > CAD c N C fl- m N 0. aa � m • Wp CD 7 � C 0 yam+ O 33 0 r _ r X V0� �' n a m (D � 0ccr n O -� CD E m � r � � � � o 0o (D on. 0 y n 3 3 C O N 7C Z =3 N ; _ — ' co O fDD (o O O O N Z < 3 c CD m r- rn U 0, 0 o m rtCL C) a► a CD Q. # 700 N = O O (D w-a N X Q CD D cn s -� o n u�i c r 7 0 CID(D � C 0 N V # O U'1 F+ Cin _ apy � (if 74C� Cl� �. WN � > N j � O � � � 0 O 7 D 0 � � @0 Qwc O -- 0 ZO OO O N � 0 � � � IT1� 3 O O� j fl. y N � � 0 3 N O 0 0) r (n0 N p-, � ( � � coo �C O = N Q Qct 10 ff 0 _� Cf 0 0 0 0 r � O �. D 7 Q n W tG 0 0 n O N O -+, _ - Z 71CL 0 m O o a C ' CA N n A O CD OL v o C4, Q ]'me o o,Ch� to- 0 � a 7C cc A O =r : �. a N ao NA = — � = 3 O Z y 'sf 0 l" = tu 01'd N r miDo� 0 a ; � rt D , � T (D � � co 7 Er �yzz a c cn n 3 � O IOAD w w '^ a `� No• Nrzco m ti ►- O o n e L ,L ., w m n o o $ w � o° cn D o o o w o 0Q g '° < z 3 oo ^ Cl. 2 D r v n 77 rD WN j N �' ((D NC -1 . , Z m 0 0 N 3 y M U) U) n Z �► D co 0) # co w -n m 0 m -' � .� V1 V � V• -NWN � OtO � O �pppy � VIJ� WN -� N �I � C?tAWN m � � 0mC� cnaoDco Occn7° n � � � * � 0 0 M 0 -111 -00 0 0 0 n o N 0 0 0 0 A M to W n C �? N 0 X c j 0 CD ;. 0 � o ® ? 0 0 Co A 0 D. — 3 0 N. O fl. � C. v0i ' " N O = =r = --% C N o 0 0 Q m m 0 7 7C O 0 z Vl m c � � m ---------------- � a c > V to 'o m CL 0 C v cu v 0 z z D D 3 0 a N - s. ,p �k N -1 W -N y p , IV � mOnC =� N Q. pNam 6 � Wp EP = O G' mQ (n O !n v, _ r m C—) "a g.3 c vpi 37 `�, CD N p. —" _ -4 0 D Z ° � gN ca' o c co `� cn � 0 y � � � � con' 3 m L o � o �, Q z rn r« � 5. Q - � O < co D aw rn o � w p �� ACL � v, 3 m S cn c a =r 2 r N CL tM ? o Q D D a'_� om3Q o � cn 3 z � cn = cnn' < D G) 3w � 3 neo �' < muco Q � p m m o cn � o � 2 ry M 3 0 S = c o n 3 a cin o = 0 W = o. Q, o =. o °° O c . N = o. —zi Q" c. @ 0 A La.? � � v 1 co 1 2 * < < —tCL .-r 0. 0 cn N � N u O •+ QN C. O Z 0 '�' <D N z 0 ai N 650o n .+ N =. r _ : �1 = Co .-. a N p o = =r CLO p CD CD < 0cn O o cu ° -h Qat �' a � o — CD 0) cn MQ. N < N 0 0) N � Q- o p -n < a = r I �. a) ? Q c� 0. 0) � 0 gNc ? o m 3 C. xrn � o 3 N w 0 CD CD r rN 9 yN � N N (D � 3 0 O O � 7 (D Z C c 3 Q cr (D n co co O A .p rn m to N N N m D CL CL a v n av -n X cn C C N 2 -'• m �m rn co cn N O N 4RI-s � "T X- 240"0 0 c FT04A r FT04 3'8"0 FT04 _ a SiA i o FT04 0 e� I Rill FT04 1ii9 a �: R FT04 (' I; W i fV ca FT04 I' o ill,, I o Q � a FT04 FT04 I FT04 FT04 r q �a FT04 a� i FT 47�i 24'0"0 t14(e 40kv *NOTES* *ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE CONSIDERED BEARING. *BUILDER TO VERIFY ALL FIELD DIMENSIONS. o t'' IN/A S. KILLIAN " P� a L ` ak \ 9 R. Y a E ELAHfID6/�flnt �' IN 0 0 � � �A� E�� - ���' �1 o P n TADDITIONjE _ s �1 s s5R ZA'OC m 0 c n d Oil p CCN m i _9 y_y m $ WA i'X ti ti, m N� z C C.02NIm N N EnClagn BD 09mm, i 4H 5- 3 A 5-1: 24'0"0 Oro I � H i I ;i{ I i CE 9 I , 7 a I _ ; I li N a � - ` CJ � o g� � p i • 6A i Frill I � i i � I 24'0"0 1 *NOTES* *ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE CONSIDERED BEARING. *BUILDER TO VERIFY ALL FIELD DIMENSIONS. e [D.S. KILLIAN :g N a �s f o cm as MTUNV aPrmr p OB T ADDITION41/ 2d"OG. LPRETO � �� y_3120�.YH pyq •Eratl� BD. OB�OH9l N N m Double 1-3/4" x 16" VERSA-LAMO 1.7 2650 SP Floor Beam\BM1 BC CALL®9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 10, 2007 14:04 Build 91 File Name: BC CALC Project Job Name: Description: BM1 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 2 1 24-00-00 B1,3-112' B0,3-1/2" LL 636 lbs LL 675 lbs DL 368 lbs DL 382 lbs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load TvDe Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 24-00-00 40 10 01-00-00 2 FT03 Conc. Lin. (plf) Left 10-08-00 10-08-00 351 132 01-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7301 ft-lbs 22.9% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 951 lbs 8.9% 100% 1 1 -Left output as evidence of suitability for particular application.Output here based Total Load Defl. 0847(0.333") 28.3% 1 1 on building code-accepted design Live Load Defl. 01309(0.216") 27.5% 1 1 properties and analysis methods. Max Defl. 0.333" 33.3% 1 1 Installation of BOISE engineered wood Span/Depth 17.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim (L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1058 lbs n/a 11.5% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 1003 lbs n/a 10.9% Unspecified BC CALC®,BC FRAMER®,AJSTM" ALLJOISTO,BC RIM BOARD TM,BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRANDe,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(0360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram r.•}b d a c a minimum=2" c= 12" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails Page 1 of 1 80irE- Double 1-314" x 16" VERSA-LAM® 1.7 2650 SP Floor Beam\BM2 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, September 27, 2007 12:56 Build 91 File Name: WEST RES BEAM Job Name: Description: BM2 Address: Specifier: City, State, Zip: , Designer. Customer: Company: Code reports: ESR-1040 Misc: — 2 -�r 24-00-00 B0,3-1/2" Bt,3-1/2" LL 2304 lbs LL 2304 lbs DL 1005 lbs DL 1005 lbs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 24-00-00 40 10 01-00-00 2 FT04 Unf. Lin. (plf) Left 00-00-00 24-00-00 152 58 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 19103 ft-lbs 59.8% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 2861 lbs 26.9% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U301 (0.938") 79.7% 1 1 particular application.Output here based Live Load Defl. U432 0.653" 83.3% 1 1 on building code-accepted design Max Defl. 0.938" ) 93.8% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 17.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 3309 lbs n/a 36.0% Unspecified (88$)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 3309 lbs n/a 36.0% Unspecified BC CALC®,BC FRAMER®,AJSTm, ALLJOISTO,BC RIM BOARD TM,BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING Column at BearingBO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Y 9 Y, Y P PLUS®,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram r�1 b d a c a minimum=2" c= 12" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 24'0"0 - �INa�A c FT04A =g f FT04 c r" 9 FT04 F .a FT04 °D o FT04 lRall?.11 0N' FT04 W FT04 o a s �s sO p P � c I O A. FT04 � -qP FT04 FT04 99��II� 9 FT04 r Rqa I FT04 ' l 4 - 24'0"0 Z *NOTES* *ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE CONSIDERED BEARING. *BUILDER TO VERIFY ALL FIELD DIMENSIONS. cusTum R p1 N a i- C � D.S_ KILLIAN �"- oMoos i Crum 'ag J" $ � , �^' WESTADDITION 3 �- A IF e� y �e v v rn VA ss= is-Or FRIETO =-+ c=i n c n 1!8 8 E WA WA 1'J` =Nm ro cp C «� O VA TOD M., m Z rU N c- 24'0"0 RRR I j r Fl i R1Q I i q i qlwji I! i !!I pp 49 P� f 24'0"0 *NOTES* *ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE CONSIDERED BEARING. *BUILDER TO VERIFY ALL FIELD DIMENSIONS. � H L N wc'� FD.S. KILLIAN R a 5�' _ O Rtwarms/OPrrac _ 7 T ADDITION gN rA S/t2 62! 2!'O C. LPRETO =� C N _ 3 WA 120 WH WA ti N �{ m 1'd'-0 EHc�ogD B.D. ODA6107 BO�SET Double 1-3/4" x 16" VERSA-LAM® 1.7 2650 SP Floor Beam\BM1 BC CALL®9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 10, 2007 14:04 Build 91 File Name: BC CALC Project Job Name: Description: BM1 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 2 w s 24-00-00 B0,3-1/2" Bt,3-1/2" LL 675 lbs LL 636 lbs DL 382 lbs DL 368 lbs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 24-00-00 40 10 01-00-00 2 FT03 Conc. Lin. (plf) Left 10-08-00 10-08-00 351 132 01-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7301 ft-lbs 22.9% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 951 lbs 8.9% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. 0847(0.333") 28.3% 1 1 particular application.Output here based Live Load Defl. U1309(0.216") 27.5% 1 1 pr building code-accepted design properties and analysis methods. Max Defl. 0.333" 33.3% 1 1 Installation of BOISE engineered wood Span/Depth 17.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim (L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1058 lbs n/a 11.5% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 1003 lbs n/a 10.9% Unspecified BC CALCO,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD TM,BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING SYSTEMO,VERSA-LAM®,VERSA RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(T) Maximum load deflection criteria. Connection Diagram rte}b d—+ a c a minimum=Z' c= 12" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails Page 1 of 1 BASE" Double 1-3/4" x 16" VERSA-LAM® 1.7 2650 SP Floor Beam1BM2 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, September 27, 2007 12:56 Build 91 File Name: WEST RES BEAM Job Name: Description: BM2 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 2 24-00-00 B0,3-1/2" B1,3-1/2" LL 2304 Ibs LL 2304 lbs DL 1005 lbs DL 1005 lbs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 24-00-00 40 10 01-00-00 2 FT04 Unf. Lin. (plf) Left 00-00-00 24-00-00 152 58 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 19103 ft-lbs 59.8% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 2861 lbs 26.9% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. 0301 (0.938") 79.7% 1 1 particular application.Output here based Live Load Defl. U432(0.653") 83.3% 1 1 on building code-accepted design properties and analysis methods. Max Defl. 0.938" 93.8% 1 1 Installation of BOISE engineered wood Span/Depth 17.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim (L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 3309 lbs n/a 36.0% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 3309 lbs n/a 36.0% Unspecified BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCI®, Cautions BOISE GLULAMTMSIMPLE FRAMING Column at BearingBO analyzed for bearing only, column analysis has not been performed SYSTEMV VERSA-LAMJ,VERSA-RIM Yz 9 Y, Y p PLUS®,VERSA-RIM®, Column at Bearing 131 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram r►}b d a c a minimum=2" c= 12" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 DE DANSCO ENGINEERING, LLC P.O. Box 3400 P.O. Box 1049 Apollo Beach, FL 33572 Summerville, SC 29484 Telelphone: (813)645-0166 Telelphone: (843)875-4912 Facsimile: (813)645-9698 Facsimile: (843)871-0603 E-mail:trusses(a),danscoengineering.com CA 25948 The truss drawing(s) listed below have been prepared by 84 Lumber Company- Jax under my direct supervision based on the parameters provided by the truss designers. Job: JAX0347 Builder: D.S. Kilian Model: West Addition Location: 1445 Seminole Rd. Atlantic Beach, FL 9 Truss Designs DE Job #: 5004-E1 Trusses ft01, ft01 a, ft02, ft02a, ft03, ft04, ft04a, t1, tl a Date: Friday, September 28, 2007 l �O Samuel A. Greenberg, P.E. FL Reg. No. 34245 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. FBC-2004 Sec. 1609,ASCE 7-02. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI- 2002 Sec.2. DE Job#5004-El Job Nssrus4 Type 10ty Ipty 100 JAX0347F FT01 FLOOR 5 1 ,bb Relvesuee(optionao 84 COMPONENTS,APOPKA,FL 6.500 s Mar 8 2007 kh rok Indusvies,Inc Thu Sep 27 15-50.53 2007 Page 1 0-1-8 HI1� —11211 tale=1:42.3 1.50 11 3x4= 3x4= 1.5x4 11 1.5x4=4x6= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 4x6=1.5x4= 1 2 3 4 5 6 7 8 9 10 12 13 2 1 29 IQ � g 0 27 26 25 24 23 22 21 20 19 18 17 16 15 14 6x6= 5x7 I I 4x6 I I 3x8 MT18H FP= 3x8 MT18H FP= 4x6 11 5x7 11 6x6= &1_2 lir-2 24-0-0 24-0-0 Plate Offsets(X Y): [1:Edge,0-0-12[,[6:0-1-8,Edge1,R:0-1-8 Edgel.[20:0-3-0,G-0-01.128:G-1-8,0-0-121,[29:0-1-8,04)-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.56 20-21 >511 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.87 20-21 >327 240 MT18H 244/190 BCLL 0.0 Rep Stress Inc' YES WB 0.57 Horz(M) 0.06 14 Na Na BCDL 5.0 Code FBC2004/TPl2002 (Matrix) Weight 156 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except BOT CHORD 4 X 2 SYP Not end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 27=1299/0-5-8,14=1299/0-5-8 FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 27-28=37/0,11-28=3710,14-29=37/0.13-29=37/0,1-2=OfO,2-3=2557/0 3-4=.447210,4-5=5784/0,5 4=-6 5 0 810,6-7=665410,7-8=650810,8-9=578410, 9-10=-5784/0,10-11=447210,11-12=2557/0,12-13-010 BOT CHORD 26.27 /1513,25-26=0/3654,24-25 0/5265,23-24=0/6273,22-23=0/6273,21-22 /6654,20-21=0/6654,19-20 /6654-18-19=016273.17-18=016273, 16-17=015265,15-16--013654,14-15--0/1513 WEBS 112-14=1191310,2-27=1913f(),12-15 /1420,2-26=0/1420,11-15=148810,3-26---148810.11-16=0/1109,3-25=011109,1G-16--107610,4-25=107610, 10-17 1704,4-24=0x04.8-17=663/0.5-24=-66310,8-19=21541,5-22=-21541.7-19=692/274,6-22=-692/274,6-21=343/375,7-20=343/375 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)AN plates are 3x6 MT20 unless otherwise indicated. 4)This truss requires plate inspection per the Tooth Court Method when this truss is chosen for quality assurance inspection. 5)Recommend 2x6 strongbac[s,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. sNwtipe+qy� LOAD CASE(S)Standard A.�R4C'may, �J% y i SO : T+tD.34245 :w 9-pl-11,111 S9mJBl A.Greenwg,P.E. DANSCO Erg:O¢erir&.L'LC M&x 34400 Apulaeomel,FL 33s72 CA 26648 Date: 9/28/07 Wartangl—Verify design para-ders and r—d trot-before use This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer—not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure 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 regsirding fabrication,quality control,storage,delivery,erection and bracing consult ANSI/TPI 1 National Design Standard for Metal Plate Caanectsd Wood Tris C---&-cam and BCSI 1-03 Gum to Cood Practtc fo H=dhng,Lxstal ing&Bracing of Metal Plate Connected Wood Treses from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719. Job Truss Truss Type y 00 JAX0347F fT01A GAS,F 1 1 Job Re6erence(optional) a4 COMPONENTS,APOPKA,FL 8.500 s Mar 8 2007 MiTek h idushes,hm.Thu Sep 27 15.50.54 2007 Page 1 Scale=1:40.9 3x4 II 3x6 FP= 3x4 II 1 2 3 4 5 61 7 8 9 10 11 12 13 14 5 1r2 17 18 19 20 1 1 S 1 1 1 S 1 S 1 1 S 1 1 1 S 1 S 1 1 1 S 1 5 1 1 q c B1 B2 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x4 II 3x6 FP= 3x4 II &1-2 140 1 2-6-0 1 4-041 1 5-4-0 m 6a0 i 8-o-0 940 1 loan 12a0 i 13-s-0 j 14-M I 1&8-0 17-40 18-0-0 20-0-C t 214-0 s 22-a0 24-0-0 140 1-40 14-0 14-0 14-0 140 1-4-0 14-0 14-0 14-0 140 1-40 14-0 14-0 1-40 140 1-4-0 14-0 Plate Offsets(X Y): (1 Edge 0-1-8) (40:Edge 0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Melt L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 M-20 244,1190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) Na n/a 999 SCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 Na n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:105 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except ROT CHORD 4 X 2 SYP No 2 end verticals WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceding directly applied or 10-D-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) 4 0=61124-0-0,21=61/24-0-0,30=147/24-0-0,22=145124-0-0,23=147124-0-0,24=146/24-0-0,25=147124-0-0,26=147/24-0-0,27=1 4 7124-0-0, 28=147124-0-C.29=147/24-0-0,39=145/24-0-0,38=147/24-0-0,37=146/24.0-0,38=147124-0-0,35=147/24-0-0,34=147124-0-0,33=147i24-04 31=147124-0-C FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-5410,20-21-54/0,1-2=8/0,2-3=-8/07 3-4=-8/0,4-5=810,5-6=8/0,6-7=8/0,7-8=810,8-9=810,9.10=-810, 10-11=8/0,11-12=-8/0,12-13=-810,13-14=8/0,14-15=8/0,15-16=-810,16-17=-8/0,17-18=810,18-19=810, 19-20=8/0 BOT CHORD 39-40=0/8,38-39=018,37-38=0/8,36-37=0/8,35-36=0/8,34-35=0/8,33-34=018,32-33=0/8,31-32=0/8,30-31=018, 29-30=0/8,28-29=0/8,27-28=0/8,26-27=018,25-26=018,24-25=08.23-24=0/8,22-23=0/8,21-22=0/8 WEBS 10-30=133/0,19-22=133/0,18-23=134/0,17-24=133/0,1625=133/0,15-26=133/0,14-27=133/0.13-28=13310, 11-29-13310,2-39--13310,3 38-134/0,4-37=133/0,5-36=13310,6-35--133/0,7-34--1 3310.8-33=133/0, 9-31=-13310 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. y�ue 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Gable requires continuous bottom chord bearing ©RE�e 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e,diagonal web). ;Sr 5)Gable studs spaced at 1-4-0 oc. r'��`�•' 6)Recommend 2x6 strongbacks,on edge.Spaced at 10-0-0 oc and fastened to earn truss with 316d nails- Strongbacks to be attached to walls at their outer ends or restrained by other means- _ Z Is Na.34245 LOAD CASE(S)Standard ; i A fA OF Al t4�� I Sam al A.GrEgn'97g,P.E. DAN5CO Erg jee!irg,LLC P.O.Bax 3400 AmI[p Soach.,FL 33572 CA 26649 Date. 9128107 N'mrengl-Verify design paramrYers and rind notes before use This design is tressed only upon parameters shown,and is for an individual buildi rig component to be instalted and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure 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 fabrication,quality control,storage,delivery,erection and bracing consult ANSI/TPI 1 National Design Standard jor Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practicejor Handling,Installing&Bracing ojAletalPlate Connected Wood Trusses from Truss Platelnstitute,583 D'Onoftio Drive,Madison,WI 53719. NSS I ruSS type F0,0 JPX0347F FT02 FLOOR 1 1 bb Reference o na 84 C,OMPCNEMS,APOPKA,FL 6.500 s Mer a 2007Isaac i r wsines,Inc.Thu Sep 27 15-500.,514,82007 Page 1 1-04 , F-1 Scale=1:21.9 1.5x4 II 1.5x4 II 1.5x4= 1 2 3 4 5 6 7 8 16 0 v 15 14 13 12 11 10 3x6= 1.5x4 II 3x6— 8-1.2 8-1_2 13-0-8 1369 Plate Offsets(X Y): ft Edge 0-1-81 f5-0-1 8 Edael 113-0.1-8 Edgel [16:0-1-8,0-0-121 - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vde11 Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.08 11-12 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.12 11-12 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 9 Na Na BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight 70 th LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc,purlins, except BOT CHORD 4 X 2 SYP Not end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. REACTIONS (lb/srze) 15=704/Mechanical,9=69710-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=39/0,9-16=41/0.8-16=4110,1-2=0/0,2-3=1181/0,3-4=183910,4-5=1839/0,56=1756/0,6-7=119210,7-8=2/0 BOT CHORD 14-15=Of743,1314=/1603,12-13=011 83rd,11-12-0/1839,10-11=011622,9-10-0!737 WEBS 7-9=97810,2-15=98910,7-10=01634,2-14�/609,6-10=59710.3-14=588/0.6-11=01259,3-13=01458,5-11=263/64,4-13=17510,5-12=143152 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection 4)Refer to girder(s)for buss to truss connections. 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 walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard �eevyre + : Ti4D.34245 •* _ bP Samuel A.G een'2979,P.E. DANSCO Erg*werir.6 LLC PO.&Z340.7 ApcW 8aacb,FL 33572 GA MO Date: 9/28107 Wgrmngl Vcnfy derfgn pa an atm and read nates befase nse This design is based only upon parameters shown,and is form individual budding component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is ra ponabilityof building designer-not truss designer or truss engineer. Bracing shown is for lateral support of in dividual web members only. Additional temporay bracing to ensure stability during construction is the responsNhty of the erector. Additional pemhanent braking of the overall structure is the responsibility of the building deaigner. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing consult ANSIrM I National Desigp Standard for Metal Plate Connected Wood Tn Cnnstruettwl and BCSI 1-03 Guide to Good PractimforMandling,Installing&Bracing ofMelalPlare Cannacted Wood Trusses from Truss Plate Institute,583 IYOnofno Drive,Madison,WI 53719. Job ruse Truss Type loo JAx0347F FT07A GAN E 1 1 Job Reference(optional) 84 COMPONENTS,APOPKA,FL 8.500>Mar 8 2007 MiTe Industries,lin:.T!nSep 27'5.5.55 2007 Page 1 Scale=1.22.0 3x4 II 3x4 II 1 2 3 4 5 6 7 8 9 10 11 1 1 1 1 1 1 Ell 1 1 1 O Y 3x4 11 3x4 11 st_2 14-0 1 2-8-0 I 40.0 1 5-40 1 8-a4 t 7b" { 40-8 1 104-5 t 11" + 13.0-8 , 14-0 140 14-0 140 1-2-4 1,24 14o 140 14o 14-0 Plate Offsets(X,Y): I1:Edge,0-1-8},122:Ed9e,0-1-8) LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) rJa r1/a 999 M-20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n1a n/a 999 BCLL 0.0 Rep Stress tncr YES WB 0.03 Horz(TL) 0-00 12 Na n/a BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight:60 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 SYP No 2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) 22=61113-0-8.12=61113-0-8,17=126/13-0-8,13=144/13-0-8,14=1471130-8,15=148/13-0-8,16=140113-0-8,21=144/130-8,20=147/13-0-6, 19=148113-0-8 18=140/13-0-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-22=-56/0,11-12=-55/0,1-2=-8/0,2-3=-8/0 3-4=-8/0,4-5=8/0,5-6=8/0,6-7=810.7-8=-8/0..8-9=8/0,9-10=-8/0,10-11=8,'0 BOT CHORD 21-22 /8,20-21=0/8,19-20=0/8,18-19=0/8,17-18=0/8,16-17=0/8,15-16=0/8,14-15=0/8,1314=018,12-13=0/8 WEBS 6-117=-11410,10-13=13310,9-14=-133/0,8-15=13510,7-16=127/0,2-21=-133/0,3-20=133/0,4-19=135/0,5-18=-127/0 NOTES 1)All plates are 1 5x4 MT20 unless otherwise indicated 2)This truss requires plate inspection per the Tooth Count Method when th,s truss is chosen for quality assurance inspection. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement It e.diagonal web). 5)Gable studs spaced at 1-4-0 oc i 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 to walls at their outer ends or restrained by other means. µOLinft,e LOAD CASE(S)Standard Qj + : NO.34245 S-9 cu �A f0- bF Qf Sam•jel A.GmSn50-9,P.E. DAN50 Erg:jve-ir6:LUC p0.Bax 3400 Amlk3 860&.FL 3S572 CA 25649 Date. 9128107 A mmngf—VMfy design parameters and rend notes before use This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only Additional temporary bracing to ensure 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 fabrication,quality control,storage,delivery,erection and bracing consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCS1 1-03 Guide to Good PracticeforHandling,Installing&Bracing of6feialPlate Connected Wood Trusses from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. DE Job#5004-El Nss NSS ype Z"..co JAX0347F FT03 FLOOR f (optional) 84 COMPONENTS,APOPKA,FL 6.500 s Ma a 2007 MiTek hnduskies,Inc. I tw Sep 27 15.50-55 2W Page 1 11.5x4 II 2 3 3x4= 4 3x4 11 0-1-8 -3-0 0- Scale=1:9.3 9 3x6 W1 1 Ni 0 BI M 1.5X4 II 1.5x4 11 7 6 5 &_ 8.1-2 322 32-8 Plate Offsets(X Y)' (1 Edge 0-0.121 I2'0-1-8 Edge) 13'0-1-8 Edgel [9 0 1-8 Q 181 LOADING(pst) SPACING 2-0-0 CSI DEFL in (loc) Well Lld PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.01 7-8 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress fna NO WB 0.16 Horz(TL) 0.00 5 Na Na BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight 25 Ib LUAMR33 BRACING TOP CHORD 4 X 2 SYP No-2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except BOT CHORD 4 X 2 SYP No 2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling direly applied or 10-4-0 oc bracing. REACTIONS (blsize) 8=59510-3-8,5=483IMechanical FORCES (lb)-Maximum Compfessior Maximum Tension TOP CHORD 8-9=9710,1-9=97/0,4-5=-37/20,1-2=5/0 2-3=558/0,34=010 BOT CHORD 7-8-01558,6-7-0/558,5-6=01658 WEBS 3-5=729/0,2-8=72310,2-7=19010,3-6=0/207 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 towalls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)704 Ib down at 1-9-0 on top chord. The design/selection of such connection device(s)is the responsibility of otters. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Floor Lumber Increase-1.00,Plate lncrease=1.00 �.•'••� Uniform Loads(plf) .� Ott:, l'1$4 i Vert:5-8=10,14=100 � :G> Concentrated Loads(lb) :*C Vert 2=7040 >r : Na.34245 ; s Ta OF 3 . A� SOM-jal A.GreenSe-g,P.E. DANSCO Erg jee!irg,LLC P.O.Boot 3400 Apale&mch.FL 33572 CA 25M Date: 9/28107 Wanatrgl—Verify design parameters and read sorer before use This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper inmrportion of component is responsibilityof building designer-not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional tenrponiry bracing to ensure 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 fabrication,quality oontrot,storage,delivery,erection and bracing consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Constrrction and BCSI 1-03 Guide to Good Practicef—Handling,brstalling&Bracing ofAM lPlare Can ted W6ad Trusses from Truss Plate histitute,583 IYOnofnio Drive,Madison,WI 53719. cuss 'u s ype o0 JAX0347F FTM FLOOR 11 t Joh Reference(optional 84 COMPONENTS,APOPKA,FL 8.500 s Mar 8 2007 MiTek hdusUies,Lx Thu Sep 27 15.50.55 2007 Page 1 t-ia o-0 r Scale=1:14.6 1.5x4 II 3x4 II 3x4= 1.5x4 11 3x4= 3x6= 1 2 3 4 3x4= 5 6 1 A t 0 v 11 10 9 8 3x4= 1.5x4 II 3x4= 3X6= 3x6 TR-2 twa 8-WJ Plate Offsets(X,Y): (TEd e 0 1 81 [4:0-1-8,Edge],[10:0-1-8 Edge) (12:0-1-8 0-1-81 - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.03 8-9 1999 380 MT 20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.04 8-9 1999 240 BCLL 0.0 Rep Stress Incr YES WB 015 Horz(TL) 0.01 7 Na ni BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight 45 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-C oc purlms, except BOT CHORD 4 X 2 SYP Not end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceding directly applied or 10-D-0 oc bracing. REACTIONS (lbisize) 11=426/Mechanical,7=420/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=60/0,7-12=25/0,6-12=2510,1-2=010,2-3=669!0,3-4=669/0,4-5=-582/0,5-6=110 BOT CHORD 10-11 /413,9-10=0/669,&9=0/669,7-8=0!440 WEBS 5-7=584/0,2-1 1=5 5 010,5-8=0/198,2-10 /363.4-8=-158/0,3-10=-152/C.4-9=-110/11 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 girders)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 to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard ' + : ND.34245 ? � z - FA OF u Ai- Ai- OIL,q��■.r l,1L1� sam�91 A. RE, DANSDO Er'g:,jeering,LLC r-.O.Bou 3400 Apclto SoacF.,FL 33572 CA 25W Date: 9/28/07 Wurrungl—Verify design pararnet s and read notes before use This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer or truss engineer Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the respornability of the exactor- 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/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCS1 1-03 Guide to Good Proctice for Handling,Installing&Bracing of Metal Plate Connected Wood Trusses front Truss Plate Institute,583 D'Onoftio Drive,Madison,WI 53"719. job N38 Type loo JAX0347F lZu-sS A GAELE 2 1 Job Re4erenee(optional) 84 COMPONENTS,APOPKA,FL 8.500 s Mar 8 2007 MiTek krdusVies.1—Thu Sep 27 15.50.58 2007 Page 1 3x4 I I Sr3ax�-1I 1.13.4 1 2 3 4 5 6 7 T T I ;T T fVo v Ll &13<4 11 3x4 11 1-4-0 2-80 40-0 540 880 1-4-0 140 1-4-0 1+0 140 140 Plate Offsets(X Y): [1:Edge 0-1-81 114:Edge 0-1-8) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a rda 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a ria 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TLI 0.00 8 Na n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:38 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 60 C oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceding d rectly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No-3 REACTIONS (IWsize) 14=6218-0-0.8=62)8-0-0,11=14618-0-0,9=14418-0-0,10=148/8-0-0,1 3=14418-0-0,1 2=1 4 818-0-0 FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-55/0,7 8--55/0,1-2=-8/0,2-3--8/0,3-4=-810,4-5--8/0,5-6=-8/0,6-7--B/0 BOT CHORD 13-14=018,12-13=018,11-12=018,10-11=018,9-10=0/8,8-9=0/8 WEBS 4-11=-13310,6-9=-1 3 210,5-10=-134/0 2-113=132/0,3-12=113410 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)This truss requires plate inspection per the Tooth Coun+Method when fh4 truss�.s chosen for quality assurance inspection 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 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 to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard •:G): f ; No-14245 OF ;W s� •r� Sam-jai A.Gregn wg,P.E. DAN50 Erg.'teerir6_LI-C. r-.0.Ek:A 3403 Awltp Boach.,FL 33572 CA 26649 Date: 9128107 777aridngl—Ymfy design paraneders and read notes before use This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporarybracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generdl guidance regarding fabrication,quality control,storage,delivery,erection and bracing consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practicefor Handling,Installing&Bracing of Metal Plate Connected Wood Tresses fiom Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. • • D.S.KILLIANNVEST DE Joh 9 5004--El Jobcuss cuss ype JAX0347R T1 COMMON 11 1 �O Reference o ria 84 COMPONENTS,APO FL 6.500 a 14ar 8 2007 MiTek kWusVies,Inc.Tue 3 14.08.09 2007 Page 1 -1+0 6314 1211-0 17-8-2 24-0-0 25-40 1+0 6314 5-62 54-2 64-14 14-0 State=1:48.6 4x6= 4 5-00P-2- 3N4 .00 123x4\\ 3x4 3 5 1 6 1 2 R1 7 ) a 3x6= 10 9 8 3X6— 61-2 3x4= 3x6= 3x4= 8-1-2 62-10 1S-P6 24-0-0 62-10 7513 62-10 LOADING(psf) SPACNG 2-0-0 CSI DEFL in (loc) I/def Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.16 2-10 >999 360 MT20 244!190 TCDL 7.0 Luny Increase 1.25 BC 0.50 Vert(TL) -0.26 6-8 >999 240 BCLL 10.0 Rep Stress Ina YES WB 0.26 Horz(TL) 0.06 6 Ne rile BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight 106 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Structural wood sheathing directly applied or 43-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-8 oc tracing. WEBS 2 X 4 SYP No-3 REACTIONS (lblsize) 2=107610-5-8,6=107610-5-8 Max Horz 2=1 44(1-C 5) Max Upfif12=756(LC 4),6=756(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0128,2-3=189911123,3-4=1711!1041,4-5=1711/1041,5-6=1899/1123,6-7-MB BOT CHORD 2-10=1015/1707,9-10=54111158,8-9=54111158,6.8--87211701 WEBS 3-10=2961421,4-10=366/606,4-8=366/606,53=296/421 NOTES 1)This truss has been checked for uniform roof live load only,except as noted. 2)Wind.ASCE 7-02;120mph(3-second gust);h=22ft;TCDL=4.2psf;BCDL=3.Opst;Category II;Exp C;enclosed;MWFRS gable end zone; Lumber D6L=1.60 plate grip DOL=1.60. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 756 lb uplift at joint 2 and 756 ib uplift at joint 6. LOAD CASE(S)Standard tMs�M1r �• all + ; •T&34245 OF tu • AL �� Sam-jai A.GrEonwg,PS DANSCO Erg='leering;LIC P,O.Boot 340 �(0 SM& FL 33s-7P CA M0 Date_ 9/28177 Warrdae—Verify design yaramaim and read meter before rose This design is basad only upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design paameters and proper moorporation of component is responsibilityof building design-not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall strudme is the responsibility of the building designer. For gencml guidance regarding fiabneation,quality control,storage,delivery,erection and bracing consult ANSI/TPI I National Design Standard for Metal Plate Comnected Wood Tress Carsbvction and BCS1 1-03 Guide to Good Precticeforlfandhng,Installing&Bracing of Metal Plate eom ted Waod Trusses from Truss Plate Institute,583 D'Onoffio Drive,Madison,WI 53719. DE Joh#5004-El JobNSS ruse TypeJD.S.KILUANNVEST JAx0347R T1A GABLE 2 1 ,lob Reference(optional) 84 COMPONENTS,AR CA,FL 8.500 s Mar 8 2007 Mi-T k tduskies,Inc.Tue Sep 25 14.08.10 2007 Page 1 -1-4-0 I 12k0 1 2400 12540, r 140 12-00 12-04 1-40 Scale=1:47.0 4x4= 10 5.00 12 9 11 8 12 7 13 6 14 5 T lL6i� 4 3 i 1 2 8 0 1 19Io 4x811 32 31 30 29 28 27 26 25 24 23 22 21 20 4x811 Jf= 5x7= 3x6= 2460 244-0 Plate Offsets{X Y): f2.0-3-8 Edger f2:0.1-13 Edael 118:0-3-8,Edge1 fl8:0-1-13,Edael,12&0-3-8,0-3-01 LOAOING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Lld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) 0.00 18 n/r 120 MT20 244/190 TCD! 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.00 19 Nr 120 SCLL 10.0 Rep Stress Ina YES WB 0.05 Horz(TL) 0.01 18 Na Na BCDL 5.0 Code FBC20G4,rTP12002 (Matrix) Weight 136 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2 X 4 SYP No_2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2 X 4 SYP No.3 REACTIONS (bisi7e) 2=227124-0-0,18=227/24-0-0,2 124/24-0-0,27=114/L4-0-0.28=1121240-0,29=108/!4-0-0,30=132/14-0A.31=22!24-0-0.32=30&24-0-0, 25=114r24-0-0,24=112t24-0-0,23=108/24-0-0,22=132/24-0-0,21=22124-0-0,20=306/24-0-0 Max Horz 2=137(LC 4) Max Upli02=-217(LC 4),18=237(LC 5),27=79(LC 4),28=99(LC 4),29=92(LC 4),30=101(LC 4) 31=55(LC 4),32=193(LC 4),25=74(LC 5),24=100(LC 5), 23=-92(LC 5),22=-101(LC 5),21--51(LC 5),20 201(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0127,2-3=-133126.3-4=-128/64,4-5=-42197,5-6=15/113,&7=0/146,7-8=01175,8-9=0/207,9-10=0/230, 10-11 /224,11-12=G/188,12-13=0/142,13-14=0/100,1415=0/53.15-16=9/32,16-17=66!64.17-18=70120, 18-19 /27 BOT CHORD 2-32=19/165,31-02=19/165,30-31=19/165,29-30=19/165,28-29=19/165,27-28=19/165,26-27=191165, 25-20=19/1105,24-25=491185,2324=19/165,22-23=-19/185,21-22=191165,20-21-19/1165,118-0=19/165 WEBS 10-26=84/0,9-27=74187,8 28=72/107,7-29=71/100.6-30=81/110,5-31=-24/59,4-32=-189/209,11-25=-74182, 12-24=72/108,13-23=-71/100,14-22=81/110,15-21=24156,16-20=-1891216 NOTES 1)This truss has been checked for uniform roof live load only,except as noted. 2)Wind.ASCE 7-02;120mph(3-second gust);h-22n;TCDL=4.2psf,BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end0taim4 o zone: Lumber D6L=160 plate grip DOL=1.60. 0019p..(3 JR 3) Truss designed for wind bads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard � ir •�peE'�11s •- Gable End Detail' s L �� 4)Al plates are 30 MT20 unless otherwise indicated_ Q• Gy 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chord bearing z * D.34245 7)Gable studs spaced at 1-4-0 oc. 11.0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 Ib uplift atjoint 2,237 Ib uplift atjafnt 18,79 Ib uplift at joint 27.99 Ib uplift at joint 28,92 lb upldt at joint 29,101 lb uplift at joint 30,55 lb uplift at joint 31,193 lb uplift at joint 32,74 Ib uplift at joint 25,100 Ib uplift at joint 24,921b uplift at joint 23,101 Ib uplift at joint 22,51 Ib uplift at joint 21 and 201 Ib uplift at joint 20. Al^ y�.e.r rxirM1�s LOAD CASE(S)Standard Santael A.(,ieenWgr P.E. DANSW Erg-leering;LLC p0.Bax 3403 Apgllp Bosch.,FL 33572 CA 25W Date: 9/28/07 W-ningl-V-fj design p-wind-and read nater bef-ease This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically. ApphraNhty of design parameters and proper incorporation of componerd is responvbilityof building designer-not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary braeng to ensure 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 fabrication,quality control,storage,delivery,erection and bracing consult ANSI/TPI 1 National Design Standard jar Metal Plate Connected Wood Tessa Consnvetion and BCS]1-03 Guide to Good PracticeforHandhng,Inatallbtg&Bracing of Metal Plate Connected Wood Trnsrea from Truss Plate Institute,583 Donofrio Drive,Madison,WI 53719. )