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Permit Folder 1946 Beach Avenue
CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000226 Date 3/05/10 Property Address . . . . . . 1946 BEACH AVE Application type description WINDOW AND/OR DOOR Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1000 ------------------------------------------- Application desc REPLACE BACK PATIO DOOR ---------------------------------------------- Owner Contractor - ------------------------ ----------------------- MATHEWS, DENNIS L. LOWES HOME CENTERS INC 1946 BEACH AVENUE PETER CAFARO/CONTRACTOR ATLANTIC BEACH FL 32233 4948 TELSON PL ORLANDO FL 32812 (904) 486-4701 -------------------------------------------------- Permit . . . . . . WINDOW AND/OR DOOR PERMIT Additional desc . Permit Fee . . . . 55 . 00 Plan Check Fee 27 . 50 Issue Date . . . . Valuation . . . . 1000 Expiration Date . . 9/01/10 ------------------------------------------------------ Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �o CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 j OFFICE:(904)247-5826•FAX NO.:(904)247-5845 •%`%'" BUILDING-DEPT@COAB.US rs BUILDING PERMIT APPLICATION DUVAL COUNTY . -Ao ';, t��lAi tJAT10N OFe. ORK ,, 'W .x 3.SG!?♦T 4UNDER ROOF F&+5 ., . ts,:' Atlantic Beach FL 32233 5.=ClASS'OF,WORK.s 1,'-•=ik. Sad;E n'.,t.•�.: >. +6MSE,06:STRUCTL)RF .� >✓ 'd1EGAG ESCRIPTION°t .f�la'. a,..� +• ❑NEW BUILDING ❑DEMOLITION ❑RESIDENTIAL LOT_BLOCK^SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL pESCRIPTION tFa�IfIOFIIC? •x � 4j/fid ' ❑ALTERATION ❑ACCESSORY BLDG. fi,FIRE'SI'RIN)tLER.; ❑REPAIR ❑POOL/SPA ❑YES ❑N/A IjG�A� ❑MOVE ❑OTHER NO �',: 4P.ROFiEttTYOWNL i WOHTRACTOR. .. . Wit .,,. {�?ARCHITECTa� NGINEER ,...:, `,.. 9.N 15.COMPANY NAME: / .�� 23.COMPANY NAME: i6.NAI /Tf 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORID I ElSt NO.: 18.ADDRESS: S ay z�!9 X, 11.OFFICE PHONE: 12. 19, FFICE PHONE: .. 27.OFFICE PHONE: 28 NO.: 21C L�'IjfJNE �g+� 29.CELL PHONE: 13. 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRE U} ; r ' + r, a pEK . !3r1NAM!E /fi 33.!AME: ' 35.NAME. 32.ADDRESS: P 34.AD RE S: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6)months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work Will be done in compliance With all applicable laws regulating construction and zoning. I Will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: **A YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU, INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Al IO CTOR a� ,, t{ Ageh r v o r: cY e d ,: d �,• I n Y' k•'1 Signe . Date: / 0 Signed:; Date: - — Before me this day of � the ounty of Before me this_L day of n the county of Duyalv, Flonda,has peso ally appeared Du a,Sta orida,ha Ily peared 7, herin by hims f/h If and of awnts d declarations are herin by himself/herself and affirms that all statements and declarations are true and accu wr cOMMI IfO'�N true and accurate. Notary P c to �H6�1.r 'ty �u vu (1 otary Public at Large,State of ,County of Z ❑P sonafy o 8(MdBd ttlrol 1st SIM/, personally Known roduced Id 15 ❑Produced Identifi Ion- Notary Signature: I Notary Signat,Ire. REVIEWED FOR CODE COMPLIANCE .t .�a .r, ., .,.,•,. ,..:., _�.:,.._.,., CITY OF ATLANTIC BEACH COAG FORM BLDG01 tR ISE D:1211 21 —- SEE PERMITS FOR ADDITIONAL I . REQUIREMENTS AND CONDITIONS. i' FILE COPY 'A REVIEWED — BY.- DATE: —?—,2 /O Florida Building Code Online Page 8 of 9 Other: Product must be installed per Dwg JW032006 as FL10962_RO_II_NI006606-R1.PDF j stated on certificate. Verified By: National Accreditation & Management Institute, ( Created by Independent Third Party: } Evaluation Reports Created by Independent Third Party: 10962.17 Premium Fiberglass 8'-4"x 8'-0", Full Lite, Single or Double Door, With or Without Side-lites, Out-swing t I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10962_RO_C_CAC_NIO06606-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2010 Design Pressure: +52/-52 Installation Instructions Other: Product must be installed per Dwg 1W042006 as FL10962_R0_II_NI006606-R1.PDF stated on certificate. Verified By: National Accreditation & Management Institute, Created by Independent Third Party: f Evaluation Reports Created by Independent Third Party: 10962.18 =Premium Fiberglass 8'-4"x 8'-0", Full Lite, Single or Double Door, With or Without Side-lites, Out-swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10962_RO_C_CAC_NIO06740-Rl.pdf I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/31/2010 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufactures FL10962_RO_II_NIO06740-Rl.pdf instructions as stated on certificate. Side-lites are non- Verified By: National Accreditation & Management impact rated and require Florida approved shutters. Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 10962.19 Premium Fiberglass 12'-0" x 8'-0", Full Lite, Single or Double Door, With or Without Side-lites, Out-swing f i � Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10962_RO_C_CAC_NIO06608-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2010 Design Pressure: +52/-52 Installation Instructions Other: Product must be installed per manufactures FL10962_RO_II_NIO06608-Rl.pdf http://w,N-w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvihT9G9wJlk8OtMSICiHxfGdgMFukgOQciHwNHLYfr4A%3 d... 3/1/2010 N:1Drewto MOW0920N,12-0 x&0,05,GL,w5L\ftd&\3W0920D54A W 97.5' 6"r A -� W rn�6" 6 "rte V � Cn "O - _ O D c � -40 z 0 IFr+� z v Trl a n t4 i=-p > o _ X O a a V oTf 1 M TJ -1 t m-w 6" 8" 8.125" D 34,125" 58.125" 84.125" 97.5" e PRODUCE 1t PREMIUM FIBERGLASS DOOR JELD-WEN, INC. i" OUT-SWING 12-0 D 8-0 3737 LAKEPORT BLVD KLAMATH FALLS, OR. 97601 m PART OR ASSEMBLY: PH. 541-882-3451 0 4 HT i ANCHORING LOCA17ONS a P Q' NO A I AND GLAZING DETAIL City of Atlantic Beach APPL1CATtON NUMBER Bd'ilding Department (To be assigned by the Building Department.) 800 Seminole Road ,� r? Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 0� E-mail: building-deptgDcoab.us Date routed: City website: hftp:/hvww.cwb.us APPLICATION REVIEW AND TRACKING FORM Properly Address: 9 ✓ t review aired Y No Buildin t• 4 �� S Planning&Zoning Applicant � Tree Administrator Project: & _ Public Works Pubfic Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: (BUILD;p PLANNING&ZONING Reviewed by-. 0, Date: o?--l� TREE ADMIN. Second Review: DApproved as revised. ODeni PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114109 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 12/22/03 Parcel Number . . . . . 169542-0598- - Property Address . . . 1946 BEACH AVE Subdivision Name ATLANTIC BEACH FL 32233 Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . MATHEWS, DENNIS L. Contractor . . . . . . ARMSTRONG CONSTRUCTION 904 241-9271 Application number 02-00025223 000 000 Description of Work RESIDENTIAL ADD/RENOVATE/ALTER Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . L +^'` Building 0 ficial VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD . ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000867 Date 6/26/08 Property Address . . . . . . 1946 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 1 FIXTURE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MATHEWS, DENNIS L. CHRISTY FIRST COAST PLUMBING 1946 BEACH AVENUE P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 247-4419 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 .00 Plan Check Fee .00 Issue Date . . . . 6/25/08 Valuation . . . . 0 Expiration Date . . 12/22/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 .00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Jun 25 08 08:49a Brian D. Christy 904-249-4660 P.1 r ir= CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: LP Property Address: _ n q lU : Owner: Telephone#: a j(O 317 r Coattracto Telephone#:C 7—y`fl Contractor Address: 1451 C t�2�+-- 1 Fax#:0q' in cousWcmtiou of permit given for doing the work as described in the above w t wenn,we hereby agree to perform said work is axordame with the attached pians and spedflemons which era apart hereof and in accordance with ibe City of Atlantic Beach ordinance and standar*ofgood practice listed therein. kmallation of plumbing and Gxatres must be in accocdance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type• If other construction is being done on this building or site, o Now list the building permit number. O Re-Pipe Number of Fixtures: Bath Tubs Showers Closets- , Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: S35.00 Total Fixtures: X$7.00 + S35.00= a00 Sengnole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fait: (904)?A7.-6945• hft rjtwww.ci.aNaMic-beach.tLus Revised 1104 J©B AD�DRg.SSZC/�G �/:1�� .�.� Ae� TYPE WOR, - , e�� TF.P�R'ONE -f 4'Z �/ PROPERTY OiY1VER ,, L,, ��J� HL CONTlUCTOR PERMIT NUMBER INSPECTIONS. FOOTTVG SZAB TIE REAM L,iYM NA LLVG13HM4THRVG FRAMINGICOVER UP PaULATZON FINAL BUILDLVG 7- .2 7—�a CERTIFICATE OF OCCUPANCY F-LEcnuCAL PERAdM INSPECTIONS ROUGH FINAL MECHANICAL PERMI3' IIVSPEC3TONS ROUGE FINAL PLUAdMING PERAdM INSPECTIONS ROUGHIUNDER.SLAB TOPOUT SAT�i�/SE3YER FINAL NOTES.• I DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. - 9449 PERMIT TO BUILD �10*0 ► THIS PERMIT MUST BE POSTED ON JOB rrG e POr.9 /13 Date January 28 iq 88 54.40 4 G 33/01/ i+?! 1 ' /i Valuation$ Fee$ This permit not valid until above fee has been paid to City Treasurer,and is '4 subject to revocation for violation of applicable provisions of law. This is to certify that Ocean State Heat/Air I has permission to i r Classification New Residential Zone Rr_2 Owned by Demni a/Donna MatheNg f Lot_ 29 Block 1 S/D Bear-hside House No. 1946 Beach Avenue 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 10 4__ _01. O 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 con- tractor owner.. �.� B71g Official. i FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR I PLUMBING ELECTRICAL SEWER WATER i low BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTICBEACH ATLANTIC BEACH, FLORIDA 32298 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT - Applicant to complete all items in sections I, 11,' III, and IV. LOCATION Street Address: ISft OF Intersecting Streets: Between And BUILDING Sub-division 11. IDENTIFICATION -To be completed_by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attaclLed'plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good,.practice listed therein. Nome of Mechanical Contractors Contractor (Print) Master Name of = Property Ower D' D& AA-6 W'; Signatuto of Owner Signature-of or Authorised Agent I Architect or Engineer UL GEN IM TION A' Type of heating fel El. IS OTHER CONSTRUCTION BEING DONE ON AElectric THIS BUILDING OR SITE? � ❑ Gas-❑ LP O Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Cr% C3 00 PERMIT T 'L ❑ Other-- Specify IV. WIC.MANICAL IHQUIPMINT TO RE INSTALLED NATURE OF WORK (►revile complete list of components on beck of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed Jb�Central O Floor New Building XAir Conditioning: E3Room X Central k ❑ Existing Building Duet System: Material pu � Thieknes"I�_ ❑ Replacement of existing system Maximum capacity �� c.f.m. New installation(No system previously Insto,fled) Q Refrigeration Extension or add-on to existing system ❑ Other — Specify C] Cooling tower: Capacity: 9-P (Q Fins sprinkhxs: Number *I heap ❑ Elwatoe [3 Manlift ❑ Escalotor (number) THIS SPACE POR.ON40 USE ONLY (:,Gasoline pumps (number) I1 0 Unkt (number) Remarks ❑, LM wootners (number) Q Wlfind pressure vawt QPermit`Approved by tote C) Olher —Specify Permit Few LIST ALL EQUIPMENT ADR CONDITIONING AND REFRIGERATION EQUIPMENT capadiNumber Un ft DeredAtloa Model Number Kanufaatunr ( Sj� Ir u t8 r[ 1 it DEPARTMENT OF BUILDING 9450CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 76 9 5n T Date January 28 19_ 1$ 491 1 11 5/f19/19 Valuation$ Fee$ 76•5aw91 1 1 A 5/09/00 This permit not valid until above fee has been paid to City Treasurer,and is 1 rMr,I subject to revocation for violation of applicable provisions of law. This is to certify that Wallace Brannen CFCA21539 has permission to ling install 111imbing Classification New Ifesi dere ial Zone RG-2 Owned by Dennis/Donna Mathews Lot 29 Block 1 S/D Beachside House No. 1946 Beach Avenue According to approved plans which are part of this permit t NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4----0 4---0 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 con- tractor or owner., i B 'din Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING-PERMIT JOB LOCATION f l 6 Q'" PLUMBING CONTRACTOR LICENSE NI-IMBERS OWNER BUILDING CONTRACTOR- TYPE ONTRACTORTYPE OF BUILDING SINKS SHOWERS LAVATORY 2 WATER THEATERS Z— BATH TUBS ` DISHWASHERS URINALS ! DISPOSALS CLOSETS l WASHING MACHINE FLOOR DRAINS OTHER 4-V 6-,a s J TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . CITY OF t&ct& Ve"14— Office of Building Official REQUEST FOR INSPECTION (� � Date 74 Permit No. 7 Time A.M. Received P.M. District No. Job AddressLocality ►� Names Contractor LM BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL� / Framing Footing ❑ Rough Wiring Rough ❑ //Air.Cond.& Re Roofing ❑ Slab ❑ Temp Pole El Top Out Cf" Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ RY FOR INSPECTION Pre Fab a.M. Mon. Tues. Wedgy Thurso Friday P.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA APDrowd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: 4ap 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 APART HEREOF,AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. BILL THOMPSON ELECTRIC CO., INC. P. 0. BOX 50398 C�.J JACKSONVILLE BEACH, FL 32240.0398 `1 vQ (p EL CTRI L FIRM: MASTER ELE R CIAN S NATURE NAWDI( ADDRESS: RFD ----BOX BLDG.SIZE BETWEEN: RE8•Y-)-- APT. ( 1 COMM.1 1 PUBLIC( 1 INDUS. ( 1 NEW( 1 OLD( REw.l1 ADDITION ( 1 TRAILER ( I TEMP.( 1 SIGNS ( ► SO. FT. SERVICE: NEW( INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE 4- AMPS Z6 COPPER i I ALUM. SWITCH OR BREAKER AMPS PH W OLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•30 AMPS, 91.100 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 0•1 OVER MQTOR$ H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS LAN U CITY OF ATLANTIC BEACH, FLORIDA Approval by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATA ( u 19kW 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. mc -2 SF BILL THOMPSON ELECTRIC CO., INC. P. 0. BOX 50398 JACKSONVILLE BEACH, FL 32240.0398' ELECTRICAL FIRMS MASTER ELEC RICIAN NAM,/-'..Q• (Yl. )0(wa.R.rt luo ADDRESS: 19 5O ZQG-Ch (%Le/-K.-C..C-4... RFD BOX BLDG.SIZE BETWEEN: RES.( ) APT.( ! COMM.( 1 PUBLIC ( ! INDUS. ( 1 NEW( 1 OLD( 1 REW.( 1 ADDITION ( ) TRAILER( ) TEMP.. SIGNS ( ) SO.FT. SERVICE: NEW W INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM.Od 2 SWITCH OR EIREAKER AMPS PH :�W OLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 81.100 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 CEIL HEAT KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS 27937 METRO ORAPHICS,IACK§ONVILLE,FL CITY OF ATLANTIC BEACH No. 0420 FLORIDA February 25 1988 NAME CDM Properties ADDRESS 10.(Irl r 6200 I A 2/25/8{ CITY 420 100CAf_'( 8200 IA 2/x5/81 01 fir, Re-Inspect Fee # )ftXXA)M)M #01-369-9000 ID $10.00 1946 Beach Avenue FEB 2 5 1988 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER ADDRESS - -------------- ;7Q ._ -- _--__------ ---- --- CONTRACTOR ---.-,2gpo l f------_ OWNER rte' ____�:____----__ - -� �- -7----- ---- - --------------------- BUILDING_ q�__ MECHANICAL_ �t PLUMBING-956 ELEC�RICALq_l _/ TEMP POLE (. J'r____ MISC____--_____ ELECTRICIAN_ 6jZ6 ____ �• DATE FAILED DATE PASSED TEMP POLE JEA_±g' ___ ___________ FOOTING ----------- _-____:..____ ROUGH PLUMBING ----------- ----------- b rr}\0-I b/e- -&,,0 rn) SLAB ___________ __31wf ---- FRAMING MECHANICAL/FIREPLACE ---___-____ TOP OUT PLUMBING _______ ROUGH ELECTRIC ----------- - r - FINAL ELECTRIC ______-____ FINAL BUILDING ELEVATION SUBMITTED ___________ CERTIFICATE OF OCCUPANCY � � _ gym , ;��w �_•< DATE ORDERED DATE ISSUED ___________ CITY OF Office of building'dfficiai REQUEST FOR INSPECTION Date So Permit No. ` Time A.M. Received P.M. District No. q Al(p 1g,1 h Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing :Ot, FoEl Rough Wiring Rough ❑ Air.Cond.& ❑ Re Roofing Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final Sewer ❑ Fire Place Cl READY R INS ECTION Am .Pre Fab A.M. Mon. Tues. �V l Thurs. Friday P. Inspection Made / _-_—_ —P.M. Inspector A Final Inspection❑ It C Certificate of Occupancy Date t� f �t CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -� -r ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025123 Date 11/15/02 Property Address . . . . . 1946 BEACH AVE Tenant nbr, name . . . . . . 61WOOD AND 41CHAIN LINK Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . 1590 Owner Contractor ------------------------ ------------------------ MATHEWS, DENNIS L. HOME DEPOT INSTALLED ROOFING 1946 BEACH AVENUE 207 KELSEY LANE SUITE G ATLANTIC BEACH FL 32233 TAMPA FL 33616 (813) 630-2498 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 7BRIS FROM THIS WORK MUST NOT BE PLACED 1N PUBLIC SPACE,AND MUST BE CLEARED TRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN 4G TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS 'ECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Oct 28 02 iD: 41a �O� �� p. 2 p. l Gam_ 12i 7BY: rFTV 0 1 2002 CITY OF A TLANTiC BEACH APPLICA77ON FOR FENCE PERMIT Owners Address 1�`1�' R>o ,h v t 04 i a.n j- 4 Lot 4�'l Block and/or Unit#__L_.Subdivision Contractor if Different From Owner HQ Y') -�p��" Valuation of Fence$ f5c?C� Corner or Interior Lot _ d r Type of Construction t voc rr I I r�-- Attach Survey Showing location and height of fence as well as location of street(s). owners Signature Contractors Signature �? dc_d �. RClgt' 4.QG. - PL A T v 1 W � 1 GN <25 Qiw) Q V E. FO•MIN' Ne- 1419 �PL-I ) - rOV• ��D � Fa.ve•'I•P• � / 5.03"19'Ot�"E. 2dA' Q 1 Q, O Nsw rt F..6Mr-R LY �,Aw` +7 %• V r e .00 ED Oyo. , 77�)s 60 .. . 4'• a*•verso 3 - StezY. IBLa .r ze , W i9.5 i a er• 4 0 \� „ WOOD euLW64KAP RC1 j aP' 4= •� V`° rs �. a++o gcewa G2J3( G, - 1 +� A1•D.J� n I�•DO•� ♦�.• aP i 1.7 K'Np �;� r 7.7 V MON NS 17rq L o T 19 r T� 7, It i R E V 1 S I 0 N S PARTY CHIEF: P TF ;�, NO. DESCRIPTION DATE COMPUTED BY: IZEH R.E. H L DRAWN BY: FCWA, ASSOC4 F. B: 4.8 PG: 42lbe — Examination of the Federal Emergency Manogement Agency, Flood Insurance Rote Mop,'Duval County FW30 Com ^-' SSMAL I-AiD Si Number 120075 : ,Panel 900119. , Dated,..11_4�!`'$9•, , Indicates that the property sham and des � hroo Us I `9ne "X" LYING& Qolla THE 500 YR. FLOOD PLAIN _ — � T a,:ai.. .........._ .._ .�.�__.. .� _....__ .r�....__ .. . 9091 ART�Mlj TM. ,md�reiwnoA'wmn.ro bws en1..A�w....w, w w..w." 4 I d W0Li4 WVLO' I S661-0t-1 s CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 x TELEPHONE:(904)247-5800 FAX:(904)247-5805 W SUNCOM:852-5800 http://ci.atlantic-beach.fl.us November 05, 2002 Dennis Matthews 1946 Beach Avenue Atlantic Beach, Florida 32233 Re: Review of application for Fence Permit (02-25123) Dear Mr. Matthews: I have reviewed your application for a fence permit to install a chain-link and wooden fence on your property at Lot 29 within the Beachside subdivision. Based upon the survey you have submitted, there is a private easement extending along a portion of the south side of your lot. Prior to issuance of the Fence Permit, the City must verify that the proposed fence does not interfere with any rights conveyed through that easement. Please provide a copy of your deed or the easment document for this purpose. Also, please provide verification that the fence is not in conflict with any deed restrictions or homeowner's association covenants. You may contact me at 247-5817 or by e-mail at sdoerr(n,ci.atlantic-beach.fl.us with any questions. Sincerely, Sonya err, AICP Community Development Director cc: Don Ford, CBO, Building Official - `� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 4. ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025223 Date 11/26/02 Property Address . . . . . . 1946 BEACH AVE Tenant nbr, name . . . . . . REPAIR TERMITE DAMAGE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5500 Owner Contractor ------------------------ ------------------------ MATHEWS, DENNIS L. ARMSTRONG CONSTRUCTION 1946 BEACH AVENUE 167 WOODETTE DRIVE ATLANTIC BEACH FL 32233 DUNEDIN FL 34698 (904) 241-9271 ------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 5500 Fee summary Charged Paid Credited Due ----- --- ------- ---------- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total 30 . 00 30 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. -ILDING OFFICIAL f yll�.f• CITY OFATLANTIC BEACH �" 800 SEMINOLE ROAD tf ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 S� FAX:(904)247-5805 mx =5 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us �J131 " PLAN REVIEW COMMENTS Permit Application #-0-';2-- Applicant: 0-';2Applicant: ) Address: (J Project: Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed \s z.,r Date Contractor Notified Date CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address .Date �-- Heated Square Footage @$ per sq R= $ Garage/ Shed @$ per sq,R= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ � �S � S $ S - Total Valuation 1St $ ��_b c4 Cc 0 Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + V2 Filing Fee $ 3 FLOOD ZONE: ( )Fireplaces @$15.00 $ t7 IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ O WATER IMPACT FEE $ $ VE �? SEWER IMPACT FEE $ S�� C 7-1 WATER METER/TAP $ A- � t _ CAPITAL IMPROVEMENT$ SEWER TAP $ C ) RADON fit 50050 $ L SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 0 C72 -2��2-3 " R.FCEIV ED Nov 2 0 2002 .: BY: City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ei.attantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE �/�/�/ 0 -2-- JOB ZJOB ADDRESS �/ APPLICANT D��s/,•v t f �� T7 >F S ADDRESS 15'tli Z E4�i ,l - "I E PHONE: SOY 62- LEGAL vimLEGAL DESCRIPTION BLOCK N BER LOT NUMBER 2/ ZONING DISTRICT SCJ CONTRACTOR AJ GC STATE LICENSE NUMBERS— ADDRESS PHONE 9 >r O ���� - / STATE �Z2 5`V FAX CITY ZIP�i�'��� •- _�z DESCRIBE PROPOSED USE AND WORK TO BE DONE RY '"� �`' ��"?`f' !�'f` n5- S t"f14 PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Qco Is this an addition? AX0 If yes,what arethedimensions of the added space: feet by /� feet Will the added area be heated and cooled?-_-- "�' New electrical or increase in service? /3 New plumbing fixtures? /✓ /i New fireplace? RZIP-101 New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please su4mit with this application. WILL HIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MA-MRIAL? NO.,_kpplicant certifies that no change in site grade or fill material will be used on this project. ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic , Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION P4bVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNS DATE, �-- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. ,._..._ ._... SIGNATURE OF CONTRACTORi DATE 40 L ADDRESS AND CONTACT INFORMATION O /PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE P T) " NAME N DAA r44( /If a/U MAILING ADDRESS glD 1A). Aj, PHONE `/-1 FAX E-MAIL 1h SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL Z' ANN M31 ARGADONNA NOTARY'S SIGNATURE LS'` FAY COMMISSION# DD 10& AS TO OWNE n�a EXPIRES:ApriV 11,zoos / Personally known TnaY nlotent�r O�a e«,a�e.Imo. (� Produced identification �--^^ Type of identification produced AS TO CONTRACT,O$i ANN MARGADONNA Personally known .. MY COMMISSION # DD 108331 0 Produced identification E`Q!� E�(pIRES:p PrU& Type of identification produced .'�-n10TARY rL Irr NpABry � 6118/02 Armstrong Construction Estimate 1810 North 1st Street Jacksonville Beach, 32250 DATE ESTIMATE# f — -- Office 904-241-7949 732 Fax 904-241-0778 [11/13/20021 NAME/ADDRESS Terry Donohue,Bug Out 1946 Beach Avenue Atlantic Beach, FL PH: 743-8272 x4134 FAX: 743-8278 DESCRIPTION � ^TOTAL 1. Remove plywood under house to access beams 5,500.00 2. Bring in mobile welder to cut brackets and pull all strapping off beams. Temporarily install cribbing,jacks and beams along the length that are to be laced. The structure will be slightly raised, enough to allow the removal and replaced. �1Y � r y installation of new glu-lam beams, 2 total, appx. 5 1/2" X 14" x 13". 3. Reinstall brackets and strapping where removed 4. Install new plywood under house 15. Caulk and paint all new material 16. Remove all construction debris from site 7. Pull proper permitting with City of Atlantic Building Department s PRICES DO NOT INCLUDE ANY HIDDEN DAMAGE OR ADDITIONAL REQUIREMENTS BY THE CITY OF ATLANTIC BEACH BUILDING DEPARTMENT A P p l�d v 'ltC BEACH I Ci SUILDING�OFFIGF I{I f 1 gy. Please feel free to call with any questions. TOTAL p $5,500.00 SIGNATURE Stook 10775 Page 176.3 rJ'. MIN. RET.UR, P_HdNE# X11 `� 9 NOTICE W COPA MENCEMENT (PREPARE IN DUPLICATE} Permit No. Tax Folio No. State of County of 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 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: f � fig Address of property being improved: General description of improvements: Owner �lpylS r,�/y 1��`r✓ C2. >G z 3�z?Y Address Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address Contractor 2 Address Sir ? Phone No. 9d� 7 ''� Fax No. Surety(if any) t Address -Amount of bond $ ry Phone No. 4A1 -24W�YSI Fax No. �� rn Noma anei 0,4,4.e ..� ..... - nn11��4���,� //CITY OF Office of Building Official REQUEST FOR INSPECTI N Date Permit No. Time A.M. Received P.M. Owner's Job Address `Locality l N Contractor BUILDIN CONCRETE ELECTRICAL PLUMBING MECHANI/� ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. �` Mon. Tues. Wed. Thurs. Friday P.M. t l 0"/ A.M. Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy ❑ Date CITY OF y! 2-3 J 4&4a& /.ieaeA-0;&ua4 Office of Building Official REQUEST FOR INSPECTION �7 Date Permit No. Time A.M. Received J n PM. —{ qui Job Address p A Locality Namer s Mat" "y� Contractor r 4 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ ., Pre Fab �� 5 � tAj READY R INSPECTION A. Mon. Tues. Wed. Thurs. Friday . � A.M. Inspection Made P.M. Inspector—le Final Inspection ❑ Certificate of Occupancy❑ Date t CIT Y OF ATLANTIC BEACH i DEPARTMENT OF BUILDING j 800 Seminole Road -Atlantic Beach, F132233 - Tel. (904) 247-5626 ROOFING PERMIT PERMIT INFORMATION _u L LOCATION INFORMATION Permit Number: 24185 ; Address: 1946 BEACH, AVENUE Permit Type: RE-ROOF ATLANTIC BEACH, FL.32233 Class of Work: NEW Township: Range: Book: 42 Proposed Use: eInYr1 rE F I AI! of Lots):?9 Block: Section: I Square Feet: Subdivision: BEACHSIDE Est. Value: Parcel Number: _ I Improv. Cost. 5 gc�5 00 --- OWNER 1NPORMATION Date Issued: 6/0312002 Name: MATHEWS, DENNIS AND DONNA Total Fees: 60.00 ; Address: 3946 BEACH AVENUE Amount Raid: 60.09 ATLA P T!f- BEACH, Fl- 32233 Date Paid: 6/0312002 flflfl 000-0000 Work Desc REROOF CONTRACTOR(. -- V r � "�ATIO"� FEES _ -- --- � � � � .�_ SCHULTZ ROOFING— I w� 60.00 r r r k i 1•a' -r. k 6� r .ems•i; v! .°�y� i R��.t:. .�..saa �„ �- y. ".� `. .. r. r a- NOTICEI PECTIO K STB"F,0U ,$TED T.LEAS�F 24 H RSJP OR TC1 I PECTION �� ---- BUILDING MATERIALf#Ihl ��RFR-L_44x1 A”- K MtJS.NO i PLACE-01 I UBLIC SPACE,AND MUST BE CLEARED UAI�:. � �R ; j `'FAILURE TO COMPLY � �. : _ � ULT IN THE { PROPERTY OWNER PAYI -- -M .` 0c, ^' ISSUED ACCORDING TO APPROVED PLA Af+P PERMIT AND SUBJECT TO REVOCATION E FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW7 j t I I Opez•: DBrITO Tpps: OC h wr: 1 WAS: 6/m " Awaipt uo: 62115 TY OF AT NTI BEACH 14�i6111��i11LD1NG i g(,6.� 19% DAA AYE a (3111m; 2615 066.69 Trm dots: 6/04/02 Time: 12:21:16 Mar, 02 05: 53p 2 r APPROVED CITY OF ATLANTIC BEACH 2_q b BUILDING OFFICE ri JUN 0 12002 City of Atlantic Beach * 800 Se-.aiinole Road e Atlantic Beach, Florida 32233-5445 PhoneB 0� 04) 247-5800 FAX (1904) 247-5805 * http:iltlwww/ci.atlantic-beach.fl.us -r,ct PERMIT APPLICATION FOR ROOFING ?OB LOCATION jqqG &K,)N �qve_ OV,'KER OF PROPERTY bet-JINK -M VJ5 PHONrE4 aEF6. 621 CONTRACTOR 5_000 tJ-(, CONTRACTOR ADDRESS D-Ay' ReAc� ZIP CONTRACTORS LICENSE NO. 0 C— -C,03(OqH PRONE#! d(46 CRIS SCOPEOFWOR-K (2olace, Q00k ,T— � 150:7. 'I'a Col f_ lt!�tmul& su.-ts;__ DECK SLOPE_5fi2 CREATERTHAM`2 : 12 V__ LLSSTHAN 2 : 12 ACTUAL � VALUATION DF %'ORK $_ VATERIALTOBEUSSED- EkV,, ece le 1. 40 ,�f ASTNI DESIGNATION REQUIRED INSPECTIONS V_ SHEATHING FnM-r LIBILITY INSURANCE POLICY SUPPLIED . ✓ YES NO NVORKERS COMP. POLICY SUPPLIED I/ YES -NO City Of Atlaoj-, Beach co,NTRAcTOR LICENSE SUPPLfED ✓ YES NO Sullidingand Zoning OCCUPATIONAL LICENSE SUPPLIED V/---YES NO SIGNATURE OF OWNER SIGNATURE OF CONTRACTOR SWORIN TO&I�OU sp AqWWD BEFORE ME THISL50 DAi'OF v *my commission CC758417 Expires August 25,2002 AS TO RNOTARY PUBLI AS TO CONTRACTOR NOTARY PUBLI Rosalind R Clark .1,*My Commission CC758417 Expires August 25,2002 CITY .OF ATLAINTIC BEACH PERMIT .CALCULATION SKEET Address ` y am AVE Date Heated Sauare Footage @ $ Per sq .ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch per sq ft = $ Deck r, Q @ $ per sq ft , = $ Patio ® @ $ per sq ft = $ CT-) TOTAL VALUATION: $ SctQ �5, $ Tit l Vi cbation 1st $ 1000 $ � EN Remaining Value $S. per thousand or portion thereof TOTAL BUILDING FEE $ 0 • Qpn + 1/2 Filing Fee $ �-�- ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ ©` � ADDITIONAL PERMITS OR FEES : Kechanical .; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : NOTICE OF COMMENCEMENT RA ACO FORM 409 FS 713.13 5 AAWL RETURN Return to:(enclose self-addressed stamped envelope 0)y�0- c Book :104,44 Page 66 Name: Schultz Roofing Co., Inc. V Address: 216 N 20th Street Doc k ��2105ry24 Jacksonville Beach, Florida 32250 0 : 0444 This Instrument Prepared by: Pa e: 663 ac"IotS Sc.lh�ttz Filed 8 Recorded Name: 04/16/2042 09:45:32 AN 7IN FULLER CLERK CIRCUIT COURT Address: DUVAL COUNTY Property Appraisers Parcel Identification TRUST # 1.00 RECORDING # 5.00 T_SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of - The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with chapter 713 of the Florida Statutes,the following information Is provided in this NOTICE OF COMMENCEMENT. Legal descriptionproperty(include Street Address, if available) ' &,,;x c 6 �J &Hi yT(c General description of improvements Owner's Name Address S/ - X Vc! 24W,411. /t / &L Z Owner's Interest in site of the improvement Fee Simple Title holder(if other than owner) Address Phone: Fax: `}V Contractor Douglas A- Schultz Schultz Roofing Co., Inc. tt7C(.`036989 by Address 216 N 20 St., Jacksonville Bch, Fl8246-23154--247-3808 Surety Phone: Fax: Address Antount of bond$ Lender's Name Address: Phone: Fax: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as pro- vided by Section 713.13(1)(a)7, Florida Statutes. s Name Address Phone: Fax: In addition to himself, owner designates a Of Phone: — Fax: to receive a copy of the Lienor's tice as provided in Section 713.13(1)(b), Florida Statutes. E Expiration date o tice of C ncernent(the expiration date is 1 year from the date of recording unless a different date is specified) y 0 � Signature of Owner Printed Name of Owner p NOTARY RUBBER STAMP SEAL I have relied upon the following identification of the Affiant to Rosalind R Clark ubscrjbed before t is� � _^day of ye *fir+ *My Commission CC758417 L �y Expires August 25,2002Nola ry Signature Printed Name Mar 2'7 02 05: 53p p. 2 `Nug 2 I ✓ APPROVED f CITY OF ATLANTIC BEACH � 2�(0 dfz BUILDING OFFICE JUN 01 2001 City of Atlantic .Beach . 800 Seminole Road e Atlantic Beach, Florida 32233-5445 Phoneg ,9 (904) 247-5805 • http:/lw,�vw/ci.atlantic-beach.fl_us L, 4 ` c( PERMIT APPLICATION FOR ROOFING !OB LOCATION 1949 pec . \1ve- OWNER OF, PROPERTY beNN`S Ma.+he%Ad5 PHONE# olLit- 6217 CONTRACTOR S61014ZPs�l (Wcl CONTRACTOR ADDRESS 2X6 Ni QO`V` �-4r D—ky, Bpw1=14 ZIP )22_t�o CONTRACTORS .LICENSE NO. 4C--C,036Qfa PHONE# 946 cP3(S SCOPE OF WORK R_Qlac 2oQE W t+ E M Pr85'04vE X , -40 v,r 5�,��1t, AsrM o 31161 'f� C. `t�On1 1507 `l ��.� 716��� SlafiE DECK SLOPE_%1 GREATER THAN 2 : 12 __V/ �_ LESS THAN 2 : I2 ACTUAL VALUATION OF WORK rjq�5,o _ MATERIAL TO BE USED E IK Pr95 WF_ '� �_ _ASTM DESIGNATION 3�61 REQUIRED INSPECTIONS ✓_ SHEAT111NGjX1; C�_✓ 1; E 1v ,cD LIBLLITY INSURANCE POLICY SUPPLLED ✓ YES NO WORKERS COMP. POLICY SUPPLIED YES NO CONTRACTOR LICENSE SUCity of A,tlanti r BeachPPLIED YES NO Building and Zoning OCCUPATIONAL LICENSE SUPPLIED ✓ YES NO SIGNATURE:OF OWNER SIGNATURE OF CONTRACTOR StVORN TO&�U ACWWD BEFORE ME THISC5 D OF .200.-;2,.SME r4 OS 1 - *My Commission CC758417 R Expires August 25,2002 AS TO Oo NOTARY PUBLI AS TO CONTRACTOR NOTARY PUBLI�� Rosalind R Clark *W*My Corrwnission CC758417 %, ..$'Expires August 25.2002 NOTICE OF COMMENCEMENT RA.ACO FORM 409 FS 713.13 Return to:(enclose self-addressed stamped envelope 5 MIN. RETURN / Name: SChu1tZ Roofing Co., Inc. ' E Brook 10444 Gage 663 Address: 216 N 20th Street ocA 2002105520 Jacksonville Beach, Florida 32251) oak: 10 44 This Instrument Prepared by: Page: 616,3 Name: Sam C)"IRS Scln�l-tZ Filed $ Recorded 04/16/2002 09:45:32 AM JIM FULLER Address: CLERK CIRCUIT COURT DUVAL COUNTY Property Appraisers Parcel Identification TRUST FUND $ 1,00 RECORDING $ 5.00 SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of The undersigned hereby gives notice that Improvements will be made to certain real property,and in accordance with chapter 713 of the Florida Statutes,the following information is provided In this NOTICE OF COMMENCEMENT. Legal description qf�property(include Street Address, if available) - /5j5"de. ✓ 3 / General description of improvements ��r, Owner's Names Address /ci �� /i� ,9 G� ,�✓� , f� i /� gc/y 'i/ t Owner's Interest in site of the improvement Fee Simple Title holder(if other than owner) n�X Address Phone: Fax: �V y1 Contractor216Douglas A. Schultz Schultz Roofing Co., Inc. CCC036989 U Address N 20 St., Jacksonville Bch, Fl e-246-2315 0"-247-3808 Surety Phone: Fax: Address Amount of bond$ Lender's Name Address: Phone: Fax: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as pro- vided by Section 713.13(1)(a)7, Florida Statutes. N Name Address Phone: Fax: In addition to himself, owner designates a` Of Phone: Fax: to receive a copy of the Lienor's tice as provided in Section 713.13(1)(b), Florida Statutes. s yE Expiration date cl{ otice of C ncernent(the expiration date is 1 year from the date of recording unless a different date is specified) - V 8 Signature of Owner Printed Name of Owner a` ® NOTARY RUBBER STAMP SEAL I have relied upon the following identification of the Affiant to "''a. Rosalind R Clark 7 Ol �,t E`'" S orn o and ubscr}bed before t is day of_ 96 # l*My Commission CC758417 — Expires August 25,2002 Notary Signature Printed Name //CITY OF B "Cit--T �� Office of Building Official REQUEST FOR INSPECTION '7- � 0 P-7 Date Permit No. Time A.M. Received / P. b L✓ J ` Job Address Loc ity . Owner's Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL L Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole C Top Out u Heating Insulation C Lintel G Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION i-II A.M Mon. Tues. Wed. hurs. 1 Friday i Inspection M e l Inspector ' Final Inspection e ' ncy ❑ Date 06/22/2000 15:37 2621436 SCHNORR HOME IMP PAGE 01 Notice of COnlmea melt State of 1-lorida County of t1C71 MIN. RETURN PHONE# The undersigned hereby informs all concerned that improvements will be made to certain real property,and in,accordance with Section.713-13 of the Florida Statutes (Revised 10-1-96), the following information is provided: Book 9659 Rage '1797 ` l,egxl Description of l?ropetrty:Zae tom? j�/f f W: )%%39 437 3 R S!dk - page- 17'97 Filed,9 Rerarded l 46122i/4o - AM General Description of Improvements' r? Sd V e e 4q WATV CWCLERK CdiptT WAL COUNTY Z40,/0-swig e s ft c�a 1�r.� s TRUST FLND s 1.00 //�� RECORI}IN6 li 5.04 Owner's Name: D4enK/6 Address: Z e 51X &g4 Ale City: - zipcode: a? —3 Owner's Interest in Properly. 7 g e- Fee Simple Title holder(if other than Crtvn ): Narne: Address: Contractor; Sohn rr Home Improvements, Inc. 6921 Philips Parkway Drive North Jacksonville,Florida 32256 Telephone`(904)262-1517 Fax:(904)262-1436 Surety: Not Applicable Lender's Nance and Address: Not Applicable Persons witbin the State of Florida,designated by tbeOwner upon whom notices?jr other documents may be served as'prdvided by Section 713,13(1)(a)7., Florida Statutes: Name: _-Address: - =l elephone�( M} - Fax In addition to himself owner designates the fallowing rson(s)to rec6ive a copy of the Lienor's Notice as provided in Section_713.1.3(])(b),Florida Statutes: - - - - Name; Address: Telephone: Fax Unless otherwise noted in.this paragraph the expiration date of this Notice of Commencement shall be one(1) calendar year from the date of recording: Owner's Nam rinted).J.? 611 (lrrflr�Jll/%r1Jrl�ii//,rrrrrrirrr�r»rrrrr»rrrr�;, { 6t*gY FL Ko vieth A.Chastain tgttature: E} Notary Publsa.State of Florida ; Cornmission No,CC 640258 y. C "Peatto mycarnmissionExp,01It> itt;oand subscribedbefore methis ` day of 45"- f n" i 9'L�uJ < t.800-941U'TARV.Fla,Notary Ma iec fic Bonding co,y Notary Public: n Uis documcnt rmvarcd by:schnerr Nome Imam vemews,6928 Philips Parkway Drive North,3acksooville,Florida 32256 JUN-22-2000 THU 04:58PM ID:247-5845 PAGE: 1 `- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 -- - -r -_-_� .-------------- -- ------- _1 _ ,_ — PERMIT INFORMATION LOCATION INFORMATION _ _— Permit Number: 20279 r— Address_ : 1946 BEACH AVENUE Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 42 Proposed Use: SINGLE FAMILY Lot(s):29 Block: Section: 1 Square Feet: 1 Subdivision: BEACHSIDE Est.Va%uw. Parcel Number: Improv. Cost: 11,031.00 _ OWNER INFORMATION Date Issued: 6/26/2000 } —Na—me- ame: MATHEWS, DENNIS AND DONNA I Total Fees: 105.00 Address: 1946 BEACH AVENUE ' Amount Paid: 105.00 ATLANTIC BEACH, FL 32233 I Date Paid: 6/26/2000 Phone (000)000-0000 _ _ Work Desc. 2-ALUMINUM SCREEN ENCLOSURES ON 1ST/2ND FLOOR AND 1 ON 3RD — — CONTRACTORAS) AP_P_L_{CATION_FEES _ �CHNORR HOME IMPROVEMENTS PERMIT —i — — 105.00 ERM ti I I I 1 i lnVections Required FOOT4NCg �RNAL BUILDING 1 ti E t 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 E)THER CONTRACTOR OR OWNER »FAILURE TO COMPLY WITH THE CONSTRUCTION UEN LAW CAN RESULT W THE PROPERTY I OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" TISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,TLA IC EAC ING DEPT. Date: 6/27/80 81 Receipt: 88688815 CHECKS CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address4y--(,P— 6 Date Heated Square Footage $-T)er S"T -f t Garaae/Shed C Per -sq r Carport/porch .0 sq ft Dec- (9 $ P e r scr f t Patio US 't TOTAL VALUATTON : D To� al Valuation Remaining Value per thousand or Dortion. the--eot TOTAL BUILDING FEE + I 1 2 Filing Fee $ 3 ) Fireplaces @ $15 , 00 BUILDING PERMIT FEE 8 WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP RADON (HRS ) C050 SECTION H PAVING HYDRAULIC SHARES 8 CROSS CONNECTION SURCHARGE . 0050 OTHER s— (2> / 0 GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Piurbing_–_ Flectr-lc/New Electric/Temp : SwimminaPool Septic Tank Sign,--Finish Floor Eievat-.'�.on Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH PERMIT APP.LICAT20N REMODEL., ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS /� .�a ✓tea,,C Owner(s) Address: 6 l de Phone: C;746 6 o? J Lot #_07 61_ Block or Unit # Subdivision:Oe.BC4 -TIf Contractor:jao� � �jy�e �wy�royeliF[p State License # (IRO-0 Address: vyxI,3, Pkr�•yr ,U• Phone No: .5-e t7 City'Tadifsgi //lam n State f!. Zip Code3.RcZ.�� Describe work to be done: ;eelv5- yit IL Present use of building: _e"S- Valuation of Proposed Construction: /aAdQ/ Proposed use: SCYeCi/ �pNC�i o3► (6lnad G'-�s �rMd Is this a dition? rGS If yes, what are the dimensions of the added *S space: /Q' ft. X lot" ft. Will -the added area be heated and cooled?-4�[L- New electrical (or New plumbing fixtures? New fireplace?_ONew Heat/AC?/J 0 SUHMtT TSREE (CaMKMRC L) TWO (&ESSDENTIAL) COMPLETE SETS OF PMTS, INCLUDING SITS PLAN, SURVEY, E ERGY CODE FORMS, NOTICE OF AND - OWNER/CONTRACTOR AFETDAVIT, IF 01=iIM IS CONTRACTOR. - Signature OWNER: Date: �Z 12,/0V Signature CONTRACTOR: Date: `�Z (�17 Sworn to and subscribed before me this r,2 day of (�4ry v-, NOTARY PUBLIC STATE OF FLORIDA AT LARGE �'!lllTT7lil!!l.'r'!./JNA':%!i'lG;lr'lll!llllTllllllTll!", lm� p��NY PGB Kenneth A.Chastain > < Notary Public,State of Florida a Commission No.CC 600258 `cOF FVP My Commission Exp.01/1412001 ;( 800-3-NOTARY-Fla.Notary Sacvice do Bonding Co1�))11.)S)))))�1) � ' l� eeeie u`+:c:.5r FROM: 247-5845 T0:92621436 P:2/2 A.�CHITECT/ENGIY�:C,x:nS CE R'I'IF'ICA't'rCN CCAZTAL CON=BLTC:=ZL C ETO 3E LOCATI,'D WITHIN CITY OF AILANTIC ZZAcH, FLORIDA APPL.7CANT ' S NAMEl4oq) -)q ��"_'a- 6 `i TYPE OF Cor.werc-_al 0 r=erc_al A<dd t_on ) CTr.E' 19q(Q &o A„o . ( ) 4e c'_ai^^ the 5.:-Cture tc :e exe.mpc as fcllcws ( ) Garace wit;; r.o Prov: .3 0n for occupancy and two _lm.LIv Cnly i i lel, vCck, etc- - ( i ctner (Soectfv) i also Cezt_" fv _-a:; r.0 5`_i':Ct :�? _'_S�eG aCCVe MaY '-e remcde-_d d lon_eXemct use Wit-cut ,CelnC tC CERTIFICATION :-e ldnS and SpeC��:ca_�C�S 5�;..._ taw -C sea_ed tiV the �rders� -:ec ee a__ c=-terra Sew fort; v t: _ C'i-_ c. ?= -: �eac^ Ccastal CCce. RCC CWVe:_'nc .-S exemcc ► .e` y- 1 r _r� ln' `S of t:'e C.'.Ge, but mee all -_:`e ct:er of �'4e C_tv Y - ana .kers -as :ear Cesicned fcr w_..4. '_=acs o. ' 1 C TC a des�e^ :-e -- � - - wz.7dd ws. CCc_3 a :Call ctr.er e:St:__.,zCe'7;rCa5 C� -___ -_ _ -- 4 vVV _CGG- ( :hP str'�c__re _ y_ccated+c�:tsice- -e�area a_`fsWted ov -:ave-:crce5, OF. 0� � Tib s;,_.:c=_ca -5 _-ca'-le C 5.ar.d,nC 'tea'. = . .r_e5 res____:c f m a 'dave __e _ aucve Vi S.... ------------------------------------------------------------------------------ _5 _cca. d _.. '- _ _ - nd = ., �e.. �:, zcr.e A a::^ e _�1:._..at=cr. desi,,. i-:as ^s�:e_�d pcss_ole exposcre --c water arc e_-_5f.:n, C?. r not be ex csed tc , ;dr'dvnam�c, vcrestat_c scads cr water Scour, CR l ) . _-uncal .. ' ,, ae5: r.as -as eecCTC.e!:ed wit." -_Cc: e- -, t e _ ; :n aOve e ,5 C ec-.1- 11'.`12rt e icn, and ",'n e$lS - ',1a-. ..Vd:r'G . Ifi_�. c.vd.Os:.at:c arc. moron . cads act_r.c leads . _ros,or C Twi :�_10,-5 f C r ttt f0un—Caw_Cn des. - . Lave taker. ..n_.. acc un t _-e 3C-,,,ea_ ergs.-on lo55e5 '_7Cii1 -3 vear StCC" e-lent and al! ` erica« ar,G la�p_al erc5lor incl.:�!!ln.0 zcCu caL.3?G ''v C'-e' ccr„cc:.er.ts . , ( - No exca n of u,;nes �s�.^c-uded`in thlz �o�e_� -..�-- - ( ) C,une exc v tier, germ .t Is attac et. _ _ _ ------------ _ day oR '1 `�- � '.�_-_5E,«----- - --- -- - ?rofess o al En e 5 License ,NC .�'�� 06;23!2000 12:30 2621436 SCHNORR HOME IMP PAGE 01 SCHNORR HOME IMPROVEMENTS 6928 Phillips Parkway Drive North Jacksonville, F1 32256 (904) 262-1517 or 733-6133 Fax Cover Sheet TO: PA6Ah Cguzk Fax ATTENTION: , DATE: ('1g3 too FROM: nye FAX REGARDING: 4ay� i�pQc�• r'v` MESSAGE ReaK s.k 1�a- o c 1, fi�" F Ls o✓ 1P0') moan I of rre kn o+.✓ c4on� Fate." . robr- -ffi«i c.,e -f- ul 44.1, well a "I 'Oraucy, or tF -S�orc it it ooiha �o S� g pro�laxtr w�}t.f-�4 exls�`nc �.avac �f`fJC�itt —A.0� tIv3" 46 k0"0-S4� � hRe� YCJ prtoj � c� r.b ` (Ab4 4 fyi- aPJ CQ l (R THANKS: # OF PAGES INCLUDING COVE SHEET_ r FEB 29 ' ob 1e: 14 FFA BIMPCU ' 504 TO '32621436 i MAPIi-SHOWING SURVEY OF LOT . ... ' BLOCK ACCORDING TO YAP RECOROED�IN PLOT 900K Cz PoQE �.V THE PUBLIC REC.M4 Or Cll-l"L COUNTY, FLA. SCALE: 1", 20YO J/S snd 00 A.la ti,W y � Ew�i ; DATE `✓ ' �� 'f7 Q d, zz �O v ET a A I �<�%PLAI) 198 70'lr�+�y* run C,k.) � x V 11 ,.✓ow aC L�tnn�4�Y o g oGZ3, � � N c ' (�11:51 X53 �. � �i t Cul ►�C"� qN 1 w _ N j,- I ( .. ti ati o ( !ll Y to Iu cr lz Lu 0 ( h r.,c v.Oo4 + i0 S •� �a par' G 1 13 I=.- ffl� � rlr�i tGoa4 V�'Mn N•09• �g oo w. - �a.00rP ay> L 1 1 J o Id m UED o s� I az � Ids D �\ a o ocl, Cl) _- VL o 2 � � �,�(? iii I ✓ ,j'- ,; SECTION 3 SCREEN, VINYL &_GLASS ROOMS EDGE BEAM SIDE WALL HEADER ATTACHED TO 1"_x 2"OPEN BACK W/MIN. (2 #10 x 1-1/2" 1"x 2"OPEN BACK ATTACHED S.M.S. TO FRONT POST W/#10 x 2" S.M.S. MAX. 6"FROM EACH PURLIN AND 24"O.C. I SIDE WALL PURLINS FRONT WALL PURLIN ATTACHED TO 1"x 2"OPEN @ BACK W/MIN. (2)#10 x 1-1/2" S.M.S. IN SCREW BOSSES J FRONT AND SIDI✓BOTTOM J RAILS ATTACHED'TO CONCRETE W/ 1/4"x 2-1/4" MASONRY QUICK SET @ 6" FROM EACH POST AND 24- 0. C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE a .. " e TYPICAL CORNER DETAIL SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT #� P.O.BOX 4368,SOUTH DAYTONA,FL 32121 l� TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 82 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 COMPOSITE ROOF PANELS: RISER PANELS: (3)#8 x 1/2" (4) 1/4"x 4" LAG BOLTS W/ S.M.S. PER 12"PANEL 1-1/4" FENDER WASHERS PER 4'-0"PANEL ACROSS THE FRONT AND 24"O.C.ALONG SIDES (WALK-ON) HEADER ATTACHED TO POST 2"x 2"OR 2"x 3" HOLLOW W/MIN. (2)#10 x 1-1/2" S.M.S. IN SCREW BOSSES CHAIR RAIL AND KICK PLATE 2"x 2", 2"x 3"OR 3"x 2" 2"x 2" HOLLOW RAIL HOLLOW(SEE SPAN TABLES) FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO - POST WITH MIN. (2)#10 x A+L I 1-1/2"S.M.S. IN SCREW POST ATTACHED TO BOTTOM BOSSES W/MIN. (2)#10 x 1-1/2" S.M.S. IN SCREW BOSSES 1"x 2" OPEN BACK BOTTOM EXISTING SLAB MAY BE USED RAIL IF IT IS IN GOOD CONDITION AND I7 IS APPROVED BY THE BY THE BUILDING OFFICIAL (1) HILTI 1/2"x 3-1/2"KBIT- a 1/4"x 2-1/4" MASONRY BOLTS APPROVED FOR 665# v ANCHOR @ 6"FROM EACH UPLIFT W/STD. PLATED CUT STEEL WASHER POST AND 24"O.C. (MAX.) (1)3/8"BOLT FOR 3" POST(2) t 3/8"BOLTS FOR 3"x 4" POST TYPICAL UPRIGHT DETAIL SCALE: 1/4"= 1" r� Lawrence E. Bennett, P.E. Zp0 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL © COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. 83 SECTION 1 SCREENED ENCLOSURES Allowable Spans For Secondary Wall Members(Girls) Aluminum Alloy 6063 T-6 Sections As Horizontals Fastened To Posts With Clips Load Width Hollow Sections 3.50' 1 4.00' 1 4.50' 1 5.00' 1 5.50' 1 6.00' Allowable Len th"W" ' 2"x 2"x 0.032" T-11" T-6" 1 T-O" 6'-8" 6'-4" 6'-1" 5'-8" 2"x 2"x 0.036" 8'-9" 8'-2" T-8" 7'-4" 6-11" 6'-8" 6'-2" 2"x 2"x 0.044" 9'-6" 8'-5" T-11" T-7" T-3" 6'-9"- 2"x 2"x 0.055" 10'-5" 9'-9„ 9'-2" 8'-9" 8'-4" 7'-11" T-4" 2"x 3"x 0.050" 14 4" 13'-5" 12'-8" 11'-11" 11'-5" 10'-11" 10'-2" 2"x 4"x 0.050" IT-8" 16'-7" 15,_7, 14'-10" 14'-2" 13,_6" 12'-6" Snap Sections Allowable Length"W" 2"x 2"x 0.041" 10'-11" 10'-3" 9'-8" 1 9'-2" 1 8'-9" 8'-4" T-9" Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Load Width Hollow Sections 3.50' 1 4.00' 1 4.50' 1 5.00' 1 5.50' 6.00' 7.00' Allowable Len th"W" 2"x 2"x 0.032" 8'-11" 8'-4" T-10" T-6" 7'-1" 6-10" 6'-4" 2"x 2"x 0.036" 9'-9" 9'-2" 8'-7" 8'-2" T-9" T-5" 6'-11" 2"x 2"x 0.044" 10'-8" 9'-11" 9'-5" 8'-11" 8'-6" 8'-2" T-6" 2"x 2"x 0.055" 11'-8" 10'-11" 10'-3" 9'4" 9'-3" 8'-11" 8'-3" 2"x 3"x 0.050" 16-0" 14'-11" 14,_1" 13'_5, 12'-9" 12'-3" ITT 2"x 4"x 0.050" 19'-10" 18'-6" 17*-6" 16'_7' 15'-10" 15'-1" 13'_11" Snap Sections Allowable Length"W" 2"x 2"x 0.041" 12,_3" 1 11'-6" 1 10.10" 1 10'-3" 1 9'-9" 1 9'-4" J 8'-8" Maximum girt spacing is 7'-0"o.c.Thus with chair rail or girt @ 2'-6"the maximum wall height without additional girt is 9'-6" Using screen panel width"W"select girt lengths. Spans are based on 120 M.P.H.wind load.Multiply spans/heights by 0.85 to obtain spans/heights for 140 M.P.H. Example: If horizontal load width=4'-0" - _ Maximum'1M'for a 2"x 2"x 0.044"Hollow Sectio Nastened with clips-= Lawrence E. Bennett, P.E. 90U CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 Allowable Beam Spans -Hollow Extrusions for Screen and I or Vinyl[Openj Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 1 110 MPH 120 MPH 125 MPH 140 MPH Applied Load 17#/S .Ft. 20#ISq.Ft. 23#ISq.Ft. 26#/Sq.Ft. 32#/Sq.Ft Load Width 2"x 2"x 0.032" 5' 6'-3" 5'-9" 5'-4" 5'-0" 4'-6" 6' 5'-8" F-3" 4'-11" 4'-7" 4'-2" 7' 5'-3" 4'-10" 4'-6" 4'-3" 3,_10" 8' 4'-11" 4'-6" 4'-3" 3'-11" 3'-7" 91 4'-8" _ 4'-3" T-11" T-9" 3'-5" 10' 4'-5" 4'-1" T-9" 3'-7" 3'-3" 11' 4'-2" 3'-10" T-7" 3'-5" T-1" 12' 4'-0" 3'-8" 3'-5" 3'-3" 2'-11" Load Width 2"x 2"x 0.036" 5' 6'-9" 6'-3" 5'-10" 5'-6" 4'-11" 6' 6'-2" 5'-8" 5'-4" 5'-0" 4'-6" 7 5'-9" 5'-3" 4'-11" 4'-8" 4'-2" 8' 5'-4" 4'-11" 4'-7" 4'-4" T-11" 9' 5'-1" 4'-8" 4'4" 4'-1" T-8" 10' 4'-9" 4'-5" 4'-1" 3'-10" 3'-6" 11' 4'-7" 4'-3" T-11" S-8" 3'-4" 12' 4'-4" 4'_0" 3'-9" T-6" 3'-2" Load Width 2"x 2"x 0.044" 5' 7'-5" 6-10" 6'4" 5'-11" 5'-5" 6' 6'-9" 6'-3" 5'-10" 6-6" 4'-11" 7' 6'-3" 5'-9" 5'-4" 5'-1" 4'-7" 8' 5,_10" 5'-5" 5'-0" 4'-9" 4'-3" 9' S'-1" 4'-9" 4'-5" 4'-0" 10' 5'-3" 4'-10" 4'-6" 4'-3" 3'-10" 11' 4'-11" 4'-7" 4'-3" 4'-0" T-8" 12' 4'-9" 4'-5" 4'-1" 3'-10" 3'-6" Load Width 2"x 2"x 0.055" _ 5' 8'1" T-5" B'-11" 6'-6" 5'-11" ' 6' T-5" 610" 6'-4" 5'-11" 5'-5" T 6'-10" --. 6'-4" 5'-10" 5'-6" 4'-11" _ t 8. 6'-5" 5'-11" 5'-6" 5'-2" 4'-8 =4 9' 6'0" 5'-7" 5'2" 4' 10" 4'S" 10' 51-91, 5'-3" 4'-11" 4'-7" 4'-2" 11' 5'-5" 5'-0" 4'-8" 4'-5" — 3'-11" 12' 5'-3" 4'-10" 4'-6" 4'-3" T-10" Example: For 2"x 2"x 0.044"Extrusion beam span is distance between uprights;to enter table roof panel projection of 14'-0"find load width; L.W.=1472+2'0,H.=9'Enter table on left under load width. Load Width=9'-0". Read span under appropriate load; Live Load @ 17#I Sq.Ft.1 102 M.P.H.Load j3eam Spari.= Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. nl 1 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT 00(11 P.O.BOX 4368,SOUTH DAYTONA,FL 32121 Y TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. V89 SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3;7-x-2"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/S .Ft. 23#/Sq.Ft. 26#/S .Ft. PT-5" 36#/Sq.Ft. 36" 14'_2" 12'-11" 12'-2" 10,-4" 42" 13'_2„ 11'_11„ 11_3„ 9'-7" 48" 12'-4" 112" 10'-6" 54" 11'-7" 10'-6" 9'-11" 8'-5" 60" 11'_0„ 10'-0" 9'-5" 8'-0" y 66,. 10'-6" 9'_6" 8'-11" 81-6" 7,_8„ 72" 10,_1" 9'-2" 8'-7" 78" 9'-8" 81_91, 8'-3" T-10" 84" 9'-4" 8'-5" T-11" T-6" * 90" 8'-11" 8'-2" T-8" 7'.-3" 6'-6" 3"x 2 x 0.070"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 130 M.P.H. Width Applied Load 19#/Sq.Ft. 23#/Sq.Ft. 26#/S .Ft. 29#ISq.Ft. 36#/Sq.Ft. 36" 15'-4" 13'_11" 13'_1" 12'-5" 11,_2" 42„ 14'_7, 12'-10" 12,_1" 11'_6„ 10'-4" 48" 13'_3" 12'.1" 11'-4" 101_8" 9'-8" 54" 12'_6" 11'4" 101_8" 10'_11. 60" 111_10" 101_9" 10,_7' 9'-7" 8'-7" 66" 11'4" 101_3" 9'-8" 9'-2" 8'-3" 72" 10'-10" 9'-10" 9-3" 8'-9" T-10" 78" 101_5" 9'-5" 8'-11" 8'-5" T-7" 84" 10'-0" 9'4" V-7" 8'-1" 7'-3" 90" 9'-8" 8'-10" 8'-3" 7'-10" 7'-0" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed _ to 110 M.P.H.wind load requirements tolthe above upright sizes increases the strength so that additional framing is not required. { Using screen panel width"%V,-(S4 keypical glass room drawing.),select upright required from ` T,S the maximum height allowed for each°extrusion. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. t i Lawrence E. Bennett, P.E. 0 CIVIL ENGINEER-DEVELOPMENT CONSULTANT, P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 94 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. STRUCTURES WITH WOOD & ALUMINUM-FRAMING COMPONENTS SECTION 4 _ E. P. S.WALL PANEL _ 3/4"PLYWOOD DECK(OPT.) 1-1/2"x 3"x 0.060"RECEIVING CHANNEL 5/4"x6"OR2x6 DECK #10 x 1/2"S.M.S. @ 6"O.C. MIN. BOTH SIDES LAG SCREW SEE TABLE 2"x6"'OR2"x8" @ 16"O.C. ALTERNATE DOUBLE STRINGER ,, FOR CANTILEVER OVER 3' T v FROM MAIN STRINGER COMPOSITE PANEL WALL TO WOOD DECK SCALE: 1/4"= 1" ALUMINUM POST SEE TABLE EXTRUDED ALUMINUM BASE 3/4" PLYWOOD DECK CORROSION RESISTANT THRU-BOLT PER SCHEDULE U-CLIP LAG SCREW SEE TABLE 2"x6"OR2"x8" IT, @ 16"O.C. ALTERNATE DOUBLE STRINGER FOR CANTILEVER OVER 3' T VT1 FROM MAIN STRINGER _. TUVE COLUMN BASE SCHEMATIC (INTERNAL ASE) - - SCALE: 1/4"= 1" - SCREWS SEE TABLE 3/4" PLYWOOD DECK 1"x 2"CHANNEL LAG SCREWS SEE TABLE MINIMUM 1-1/2" 1/2" LAP ! 2"x 6"OR 2"x 8" ALTERNATE DOUBLE STRINGER @ 16" O.C. FOR CANTILEVER OVER 3' / V FROM MAIN STRINGER SCREEN ROOM WALL TO WOOD DECK SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL © COPYRIGHT 1999 AGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 99 GUARDRAILS, HANDRAILS & AWNINGS SECTION 6 POST SPACING SEE TABLE TOP RAI DETAIL A DETAIL B PICKET U) W Q SPACED SO THAT A 4"SPHERE SECTION C PICKETS SEE CHART CAN NOT PASS THROUGH TYPICAL GUARDRAIL ELEVATION SCALE: 1/4" = 1'-0" i Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 20 TELEPHONE(904)767-4774 UtA FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 147 GUARDRAILS, HANDRAILS & AWNINGS SECTION 6 2"x 2"x TOP RAIL (4)#10 x 1-1/2"S.M.S. /— 1/4"x 1-1/4"MASONRY ANCHOR 6"FROM RAIL AND A 'd: 24"O. C. 2"x 2"TOP RAIL a a G d r a ' r. a (2)#10 x 1"S.M.S. 1"x 1"x 0.040 PICKETS CONCRETE'OR C.M.U. DETAIL A DETAIL B 1/4"x 1-1/4 MASONRY ANCHOR 6" FROM RAIL AND 24" O. C. FQ R WOOD USE - WOOD ANCHORS NG--- - EXISTI ���CONCRETE SLAB ad. a d d b d ° a ° .4 d a d° d d ' ' . d DETAIL C CONNECTION DETAILS SCALE: 1/4"= 11" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT q0 O P.O.BOX 4368.SOUTH DAYTONA,FL 32121 L v TELEPHONE(904)7674774 FAX(904)767-6556 JAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 149 SECTION 6 _ GUARDRAILS, HANDRAILS & AWNINGS _ 2.50" o - u TOP CAP SCALE: 1/2" = 1" WALL THICKNESS= .070" 1.80" + *1.00" 0.090" I + + 41— + POST �. PICKET SCAtE: 1/2"= 1" SCALE 1/2"= 1" 7D� UN_- nPECIFIED WALL THICKNESS = .040' 1.80" + 1.80" -s rn i 0 CHANNEL SNAP PLATE SCALE: 1/2"= 1" SCALE: 112"= 1" UNSPECIFIED WALL THICKNESS= .070" UNSPECIFIED WALL THICKNESS = 0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT 20 P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 150 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE .BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #8 x 9/16"S. M. S. SPACED @ 8"O.C. BOTH SIDES ROOF PANEL z at ..0-0 ...:.:.... #10 x 1-1/2"S. M. S. OR WOOD WOOD SCREW(1)PER RAFTER OR TRUSS TAIL #8 x 9/16"S. M. S. SPACED x @ 8"O. C. BOTH SIDES #10 X 3/4"S. M. S. OR WOOD EXISTING FASCIA SCREW SPACED @ 12"O. C. ROOF PANEL TO FASCIA DETAIL SCALE: 1/4"= V-0" FOR MASONRY USE 1/4"x #8 x 9/16"S.M.S. SPACED 1-1/4"TAPCON ANCHOR @ 8"O. C. BOTH SIDES OR EQUAL @ 24"O. C. FOR ROOF PANEL WOOD USE#10 x 1-1/2"S.M.S. OR WOOD SCREWS @ 12"O. C. . ;: :: .. EXISTING HOST STRUCTURE _J #8 x 9/16" S.M.S. SPACED WOOD FRAME, MASONRY OR @ 8"O. C. BOTH SIDES OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL SCALE: 1/4" = V-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4"WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS"t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.THE ANCHORS DETAIL(D ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT 5/2 IM P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 S PA E @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 171 SECTION 7 SOLID ROOF PANEL PRODUCTS ................ .. ........ .. ........ .......... ............. ... .............. ............. ......a............ ...........*...a..... ........... .. ............ co ....... ...... .................. ........ ..... ..... .... ................ ............. ............. ............. . ........... . ........ 48" FOAM- 1.0#DENSITY E. P. S. ALUMINUM 3105 H-14 OR H-25 ALLOY PATENT#4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL (E) 77 SCALE: 1/4"= 1 Structall Building Systems Inc.Snap&Lock @Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14,H-25 Foam Core E.P.S. 1#Density Manufacturers Proprietary Products: 3"x 48"x 0.019"Panels Op In Buildings Enclosed Buildings Wind Applied Overhan Condition Wind Applied Overhanq Condition Region Load NONE : V-0" 2'-0" 1 3'.0" Region Load NONE 1'-0" 2%0" 3'-0" 102 M.P.H. 17 14'.7" 14'-8.1 1;- 102 M.P.H. 29 11'-2" 11'-4" 111%10" 12'-8" 110 M.P.H. 20 13'-5" 13'-7" _I, 110 M.P.H. 35 10'-2" 10'-4" 10'-11" 11-41 120 M.PJH. 23 12'-6" 12'-8" 13'-2" I3'-11" 120 M.P.H. 41 9'4" 9'-7" 10'-2" 1 26 1�79" 11'-11" 12'.5" 13'-3" 125 M.P.H. 45 V-11" )9'-2" 91-10.1 10._91. rl.M.Pj -1_ 1 32 10'.7" 10'-10" _.Ll-4" 1 12'-2" 140 M.P.H. 56 F-67-07 1-8'.3" 8'-11" i-0--0" 3"-x.48"x 0.024"Panels -# Oen Buildings Enclosed:Bjuildings Wind Applied Overhan Condition Wind Applied Overhan Condition Region Load NONE T—TW' 2'-0" 1 T-O" Region Load NONE V-0" 2'-0" 3'.0" 102 M.P.H. 17 16'-4" 1 16'-6" 16'-10"1 17'-5" 102 M.P.H. 29 12'-6" 12'-B" 13'-2" 13'-10" 110 M.P.H. 20_ _15'4' 1_15*4" 15'r-I—w-3 M.P.H. 35 11'-5" 11-J" 12--l" 12'-10" 120 M.P.H. 23 14'-1" 1_14'-T 0,_9" 11_3,. 414'"l 5;-3 120 M.P.H. 41 1 0%6ft 10'-9" 11'.3" 12'-l" 26 13'4" 3;-1 1 14-6 10._ " 1�._J�.' 125 M.P.H. IT-3 125 M.P.H. 45 10'-1" 10'-3" 10'-10" 11'-8" 9 3., 9.10. I M.P.H. I T2 1711-T 1271- 12,-7., I_13'-4" 1 140 M.P.H.] 66 9'-0" 9--3" 91-10-- 101-101, 3"x 48"x 0.030"Panels Op n Buildings Enclosed Bu Idings Wind Applied Overhang Condition Wind Applied -Overhang Condition T_ Region Load NONE 'r-W* . 2'-0" 3'-0" Region Load NONE 1%0" 2'.0" 3'-0" 102 M.P.H. 17 181-10,11181-111, 19'-3" 19'-9" 102 M.P.H. 29 14'-5" 14'-7" 14'-11" 15'-7" 110 M.P.H. 20 17'-4" 17'-6" 17'-10" 18'-4" 110 M.P.H. 35 13*-1" 13'-3" 13'-9" 14'-5" 120 M.P.H. 23 16'-2" 164" 1164' 17'-3" 120 M.P.H. 41 12*-1" 12'-3" 12'-9" 13'-6" 125 M.P.H. 26 15'-3" 15'-4" 15'-9" 16'-4" 125 M.P.H. 45 11--7 11'-9" 12'-3" 13'-0" 140 2737140 M.P.H. 32 13'-9" 13'-10" 14'-3" 14'-11"1 140 M.P.H. 1 56 1 10-4" 10'-7" 11--1" Note: Total roof panel width=room width plus wall width plus overhang. Lawrence E. Bennett, P.E. ctw ENGINEER-DEVELOPMENT CONSULTANT BTRUCTALk P.O.BOX 4368,SOUTH DAYTONA,FL 32121 f EVOTWme 2W TELEPHONE(9064)767-4774 350 BURBANK,OLDSMAR,FL 346 LOCAL(813)855-2627 NATIONWIDE 1-800-969-37 PAGE @ COPYRIGHT 1999 SEAL FAX(813)854-2802 VA FAX(904)767-6556 V 194 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 8 ALUMINUM FRAMING COMPONENTS A=0.24in.2 A=0.50in.2 1.00" WT=0.28 p.l.f. 1.98" WT=0.57 p.l.f. Ix= 0.14 in. ` Ix=0.28 in.' Sx= 0.18 in.300 Sx=0.37 in.3 0.044" O? 6063-T6 0.055" + C? 6063-T6 --mak 1" x 2" x 0.044" OPEN BACK SECTION 2" x 2" x 0.055" PATIO SECTION SCALE: 1/4"= 1" SCALE: 1/4"=_1" 5 1.98" A= 0.32 in. 1.98"�` A=0.64 in.' WT= 0.37 p.l.f. I WT=0.74 p.l.f. Ix= 0.18 in. 4 Ix=0.75 in.' 0.032" + a? 3 Sx-0.70 in.3 Sx=0.24 in. 0.055" + o -'k 6063-T6 Co 6063-T6 2" x 2" x 0.032" PATIO SECTION 2" x 3" x0.050" PATIO SECTION SCALE: 1/4"= 1" SCALE: 1/4" = 1" 2.00"1 1.98" A=0.36 in.' A=0.75 in.' 1�r--v WT= 0.41 p.l.f. WT=0.86 p.l.f. co Ix=0.19 in.' + o Ix= 1.53 in. 0.036" +� °? Sx= 0.26 in.3 ~� 0.055 Sx= 1.07 in.3 - _ 6063.E T6 J 6063-T6 Lj � J,y5 fit 2" x 2" x 0.036" PATIO SECTION 2" x 4" x 0.050" PATIO SECTION SCALE: 1/4"= 1" SCALE: 1/4"= 1" 2.00" 1.98"�` A= 0.42 in.2 A= 0.61 in.z WT=0.49 p.l.f. WT=0.69 p.l.f. Ix=0.23 in + a Ix=0.77 in.' 0.044" + °' Sx= 0.31 in.3 0.044" `' Sx=0.69 in.3 -- 6063-T6 6063-T6 2" x 2" x 0.044" PATIO SECTION 2" x 3" x 0.045" PATIO SE ION SCALE: 1/4" = 1" SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 5 TELEPHONE(904)767-4774 FAX(9(A)767-6556 SEAL PAGE © COPYRIGHT 1999 196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ALUMINUM FRAMING COMPONENTS SECTION 8 2.00" 3.00" A=0.64 in.2 A=0.47 in.' WT= 0.73 p.l.f. WT=0.54 p.l.f. 0.055 + o Ix=0.39 in." 0.055" + o Ix= 0.55 in.` N Sx=0.50 in-' Cl) Sx=0.51 in.3 6063,7 T6 6063-T6 s 3" x 2" x 0.050" PATIO SECTION 2" x 3" x 0.050" TILT SECTION SCALE: 1/4"= 1" SCALE: 1/4" = 1" 2.00" A=0.71 in.2 A= 0.57 in.2 3.00" WT=0.82 p.l.f. Ix= 0.48 in." WT= 0.65 p.l.f. Sx= 0.58 in.3 0.055" + o Ix= 1.14 in.' + ly= 0.92 in. N ` Sx=0.81 in.3 0.070" Sy=0.81 in.3 6063-T6 6063 -T6 3" x 2" x 0.070" PATIO SECTION 2" x 4" x 0.050" TILT SECTION y _ SCALE: 1%4e'= 1" _ SCALE: 1/4" Lawrence E. Bennett, P.E. t CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 S L © COPYRIGHT 1999 AGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 197 \�N9 nok k 8a %Auk Tv D C�Qa,`�a� � beot PF tinrF�� a an SCIOJ C a) INS 40 IL VY z 'foo rlc ; ie�u� J tia� oc FEB 29 ' Oa 10: 14 FK BHPCO '304 TO 32621436 MAP SHOWING SURVEY OF LOT BLOCK r3c� � s � O i ALCPRpINO 70 MAP REG9ROED IN *PLAT BOOK aZPa 3E VTHE PUBLIC REGOR0. PUL 14L Of 4L COUNTY, FLA. SCALE: {" • zd rOR 00&/A)a lug r.4 E w5 i c9 7 DATE A I RAV;I Q vim. ��� f urs NG•J `-� ,9g.�o'�•+J'; can �Ao., G ) �� (F r+) T' '. ~ .� — --- Q r✓o..i of L�tw.�C�Y 3,Q 0C3. IZ37 v6. 315 V 1 to _ N N �p o f 4, Z tl cq �A _ < f Q lz o r4 D 0� !' r.lr vw Oou �— 10' •'� (a,ccr LGd i3 —M) clQD x.03 i9'oa w. - �a•oa<P �y� �r ^�voc 0 J r l� [qo Y io Ito ci 0 t_ c ;u Yea o�{�► I M C coo t•�JOo� �Qc<< �Uc�"� JJC,1C?� �U� V `�l la V11�1� �<I1�. ('�� Q�vrnin�m �CZI�I�S w� )J rl SECTION 3 SCREEN, VINYL & GLASS ROOMS EDGE BEAM SIDE WALL HEADER ATTACHED TO 1"x 2" OPEN BACK W/MIN. (2)#10 x 1-1/2" 1"x 2"OPEN BACK ATTACHED S.M.S. TO FRONT POST W/#10 x 2" S.M.S. MAX. 6'-FROM EACH PURLIN AND 24"O.C. O SIDE WALL PURLINS FRONT WALL PURLIN ATTACHED TO 1"x 2"OPEN Oo BACK W/MIN. (2)#10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4"x 2-1/4" MASONRY QUICK SET @ 6" FROM EACH POST AND 24" O. C. MAX.AND WALLS MIN. 1" FROM EDGE OF CONCRETE a TYPICAL CORNER DETAIL SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT N 2^�� P.O.BOX 4368,SOUTH DAYTONA.FL 32121 U TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 82 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, VINYL & GLASS ROOMS _ SECTION 3 COMPOSITE ROOF PANELS: RISER PANELS: (3)#8 x 1/2" (4) 1/4"x 4" LAG BOLTS W/ S.M.S. PER 12"PANEL 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24"O.C.ALONG SIDES (WALK-ON) .......................... _ HEADER ATTACHED TO POST 2"x 2"OR 2"x 3" HOLLOW W/MIN. (2)#10 x 1-1/2"S.M.S. IN SCREW BOSSES CHAIR RAIL AND KICK PLATE 2"x 2", 2"x 3"OR 3"x 2" 2"x 2" HOLLOW RAIL HOLLOW(SEE SPAN TABLES) FOR SNAP EXTRUSIONS _. CHAIR RAIL ATTACHED TO - - POST WITH MIN. (2)#10 x } 1-1/2"S.M.S..IN SCREW I POST_ATTACHED TO BOTTOM BOSSES W1 MIN. (2)#10 x 1-1/2"S.M.S. IN SCREW BOSSES 1"x 2"OPEN BACK BOTTOM EXISTING SLAB MAY BE USED RAIL IF IT IS IN GOOD CONDITION AND IT IS APPROVED BY THE Mtn BY THE BUILDING OFFICIAL (1)HILTI 1/2"x 3-1/2" KBIT- a ° 1/4"x 2-1/4" MASONRY BOLTS APPROVED FOR 665# a ANCHOR @ 6"FROM EACH UPLIFT W/STD. PLATED CUT POST AND 24"O.C. (MAX.) STEEL WASHER (1)3/8"BOLT FOR 3" POST(2) 3/8"BOLTS FOR 3"x 4" POST TYPICAL UPRIGHT DETAIL SCALE: 1/4" = 1" r Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE @ COPYRIGHT 1999 p NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. H3 SECTION 1 SCREENED ENCLOSURES Allowable Spans For Secondary Wall Members(Girts) Aluminum Alloy 6063 T-6 Sections As Horizontals Fastened To Posts With Clips Load Width Hollow Sections 3.50' 1 4.00' 4.50' 1 5.00' 1 5.50' 1 6.00' 1 7.00' Allowable Length"W" _F772-2"x 0.03T' ;17'- T-6" T-0" 6'-8" 6'-4" 6'-1" 5'-8" 2"x 2"x 0.036" 8'-2" T-8" T-4" 6'-11" 6'-8" 6'-2" 2"x 2"x 0.044" 8,_5, T-11"_ T_T, T_3„ 6.9„ 2"x 2"x 0.055" 9'-9" 9'-2" 8'-9" 8'-4" 7'-11" 7'-4" 2"x 3"x 0.050" 13'-5 12,_8„ 11,_11„ 11,_5 10,_11„ 10,_2" 2"x 4"—x0.050" „ 16.7„ 15.7„ 14.10„ 14.2„ 13'-6" 12'-6" Snap Sections Allowable Length"W" 2"x 2"x 0.041" 10'-11" 10.3„ 1 9'-8" 1 9'-2" 1 8'-9" 8'4" Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Load Width Hollow Sections 3.50' 1 4.00' 4.50' 1 5.00' 5.50' 6.00' 7.00' Allowable Length"W" 2"x 2"x 0.032" V-11" 8'4" T-10" T-6" T-1" 6-10" 6'-4" 2"x 2"x 0.036" 9'-9" 9'-2" 8'-7" 8'-2" T-9" T-5" 6'-11" 2"x 2"x 0.044" 10'-8" 9'-11" 9'-5" 8'-11" 8'-6" 8'-2" T-6" 2"x 2"x 0.055" 11,_8„ 10,_11„ 10,_3„ 9'-9" 9'-3" 8'-11" 8'-3" 2"x 3"x 0.050" 16,_0„ 14'-11" 14,_1„ 13,_5, 12,_9„ 12'4„ 11,_4„ 2"x 4"x 0.050" 1-9'_10" 18,_6„ 17,_6„ 16'-7" 15,_10„ 15,_1„ 13,_17 Snap Sections Allowable Length"W" 2"x 2"x 0.041" 12.3„ 11,_6„ 10,_10„ 1 10,_3„ 1 9'-9" 1 9'-4"=8= Maximum girt spacing is 7'-0"o.c.Thus with chair rail or girt @ 2'-6"the maximum wall height without additional girt is 9'-6" Using screen panel width"W'select girt lengths. Spans are based on 120 M.P.H.wind load.Multiply spans/heights by 0.85 to obtain spans/heights for 140 M.P.H. Example: If horizontal load width=4'-0" - Maximum"W'for 2"x 2"x 0.044"Hollow Section fastened with clips= — v f Lawrence E. Bennett, P.E. ��� CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 Allowable Beam Spans -Hollow Extrusions for Screen and/or Vinyl[Open]Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH J 110 MPH 1 120 MPH 1 125 MPH 140 MPH Applied Load 17#/S .Ft I 20#/S .Ft. I 23#/S .Ft. 26#/S .Ft. 32#/S .Ft Load Width 2"x 2"x 0.032" 5' 6._3,. 5'_9" 5,-4„ 5.0„ 4,-6„ 6' 5'-8" 5'-3" 4'-11" 4'-7" 4--7- 7- 5'-3"- 4'-10" 4'-6" 4'-3" T-10" 8' 4'-11" 4'-6" 4'-3" T-11" T-T' 91 4'-8" 4'-3" T-11" 3,-9.1 X_5.- 10- 4'-5" 4'-1" 3'-9" T-7" 3'-3" 11' 4'-2" T-10" 3'-7" 3'-5" T-1" 12'_ 4'-0" T-8" 3'-5" T-3" f 2'-11" Load Width 2"x 2"x 0.036" 5' 6'-9" 6'-3" 5'-10" 5'-6" 6' 6'-2" 5'-8" 64" 5'-0" 4'-6" 7' 5,4„ 5'_3" 4'-11" 4'_8" 4,_2„ 8' 5'-4" 4'-11" 4'-7" 4'-4" 3'-11" 9' 5'-1" 4'-8" 4'-4" 4'-1" T-8" 10' 4'-9" 4'-5" 4'-1" 3'-10" 3'-6" 11- 4'-7" 4'-3" T-11" 3'-8" 3'-4" 12' 4'-4" 4'-0" T-9" 3'-6" T-2" Load Width 2"x 2"z 0.044" 5' 7'-5" 6-10" 6'-4" 5'-11" 5'-5" 61 6-9" 6'-3" 5'-10" 5-6" 4'-11" 7' 6'-3" 5'-9" 5'4" 5'-1" 4'-7" 8' 6-10" 5'-5' 5'-0" 4'-9" 4'-3" g- 5' 1" 4'-9" 4'-5" 4'-0" 10' 5'-3" 4'-10" 4'-6" 4'-3" 3'-10" 11' 4'-11" 1 4'-7" 4'-3" 4'-0" T-8" 12' 4'-9" 4'-5" 4'-1" 3'-1.0" 3'-6" Load Width _ 2"x 2"x 0.055" 5' 8'-1" T-5" 6'-1� 6'-6" 5711" 6'-10" 6'-4" 5'-11" 5'-5" 6' T-5" T 7. 6-10" 6'-4" —,5'-10" 5'-6" 4'-11" 8. 6,-5„ 5'-11.. 5,_2,. 4._8,. 9' 6'-0" 5'-7" 5'-2" 4'-10 4'-5" 10' 5'-9" 5'-3" 4'-11" 4'-7" 4'-2" 11' 5'-5" 5'-0" 4'-8" 4'-5" 3'-11" 12' 5'-3" 4'-10" 4'-6" 4'-3" T-10" Example: For 2"x 2"x 0.044"Extrusion beam span is distance between uprights;to enter table roof panel projection of 14'-0"find load width; L.W.=14'/2+T O.H.=9'Enter table on left under load width. Load Width=9'-0". Read span under appropriate load; .. Live Load @ 17#/Sq.Ft./102 M.P.H.Load Beam Spa6..= Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTON&FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. 89 s SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H._ 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq.Ft. 23#IS .Ft. 26#/Sq.Ft. 29#/S .Ft. 36#/Sq.Ft. 36" 14'-2" 12._11" 12,_2" 11'-6„ 10,-4" 42" 13'-2" 11'_11" 11,_3" 10'-8" 9'-7" 48" 12'-4" 11'-2" 10'-6" 9'-11" 8'-11" 54" 11'-7" 10'-6" 9'-11" 9'-5" 8'-5" 101_01, 9'-5" 8'-11" 8'-0" 66" 10'-6" 9'-6" 8'-11" 8'-6" 7'-8" 72" 101_11, 9'-2" 8'-7" 8'-2" 7'-4" 78" 9'-8" 8'-9" 8'-3" 7'-10" 7'-0" 84" 9'4" 8'-5" T-11" 7'-6" 6'-9" 90" T-3" 3"x 2"x 0.070"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 130 M.P.H. Width Applied Load 19#/Sq.Ft. 23#/Sq.Ft. 26#/Sq.Ft. 29#/Sq.Ft. 36#/Sq.Ft. 36" 15,_4" 13'_11" 13'_1„ 12'-5" 11'-2" 42" 14'-2" 12'_10" 17_1" 11'-6° 10'-4" 48" 13,_3" 12'_1" 11'-4" 10'-9" 9'-8" 54" 12'_6" 11,4" 101_81, 101-1" 9'-1" 60" 111_10" 10'-9" 10'_2" 9'-7" 8'-7" 66" 11,4" 10'_3" 91-81, 9'-2" 8'-3" 72" 10'-10" 9'-10" 9'-3" 8'-9" T-10" 78" 10,_5, 9'-5" 81-11" 8'-5" 7'-7" 84" 10'_0" 9'4" 8'-7" 8'-1" 7'-3" 90" 9'-8" 8'-10" 8'-3" 7'-10" 7'-0" Notes: GlaWooms: The addition of aluminum-frame windows with glass panes that are designed to 110 MIRH.wind load requirements to the above upright sizes increases the strength so that _. additioo framing is not required. 4).1Smg screen panel width"W'(See typical glass room drawing.),-select upright requirgtY rom theinaximum height allowed for each extrusion. !§&een Splines on 3"side.- extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT, P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 94 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS SECTION 4 E. P. S.WALL PANEL 3/4" PLYWOOD DECK(OPT.) 1-112"x 3"x 0.060"RECEIVING CHANNEL 5/4"x6"OR2x6 DECK #10 x 1/2"S.M.S. @ 6"O.C. MIN. BOTH SIDES LAG SCREW SEE TABLE 2"x6"OR2"x8" @ 16"O.C. ALTERNATE DOUBLE STRINGER FOR CANTILEVER OVER 3' FROM MAIN STRINGER COMPOSITE PANEL WALL-TO WOOD DECK SCALE: 1/4"= 1" ALUMINUM POST SEE TABLE EXTRUDED ALUMINUM BASE 3/4"PLYWOOD DECK _ CORROSION RESISTANT THRU-BOLT PER SCHEDULE U-CLIP LAG SCREW SEE TABLE 2"x6"OR2"x8" @ 16"O.C. ALTERNATE DOUBLE STRINGER FOR CANTILEVER OVER 3' FROM MAIN STRINGER TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE) - - SCALE: 1/4" = 1" SCREWS SEE TABLE 3/4"PLYWOOD DECK 1"x 2"CHANNEL LAG SCREWS SEE TABLE MINIMUM 1-1/�" 1/2" LAP 2"x 6"OR 2"x 8" ALTERNATE DOUBLE STRINGER @ 16"O.C. FOR CANTILEVER OVER 3' FROM MAIN STRINGER SCREEN ROOM WALL TO WOOD DECK SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. rEAL CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 99 4 _ GUARDRAILS, HANDRAILS & AWNINGS SECTION 6 POST SPACING SEE TABLE TOP RAI DETAIL A DETAIL B PICKET rn LU o! a: a SPACED SO THAT A 4" SPHERE SECTION C PICKETS SEE CHART CAN NOT PASS THROUGH TYPICAL GUARDRAIL ELEVATION SCALE: 1/4"= 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT VSEAL P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 147 GUARDRAILS, HANDRAILS & AWNINGS SECTION 6 2"x 2"x TOP RAIL (4)#10 x 1-1/2"S.M.S. 1/4"x 1-1/4"MASONRY ANCHOR 6" FROM RAIL AND .Q d: 24"O. C. 2"x 2"TOP RAIL d d .dv o a � • momaw- v (2)#10 x 1"S.M.S. 1"x 1"x 0.040 PICKETS CONCRETE OR C.M.U. DETAIL A DETAIL B 1/4"x 1-1/4" MASONRY ANCHOR 6" FROM RAIL AND y 24" O. C. FOR-WOOD USE `WOOD ANCHORS =5 s+ EXISTING CONCRETE SLAB ---1 • a Q . A. dd. v d C d Q.• d , a' v d .Q DETAIL C CONNECTION DETAILS SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121200D TELEPHONE(904)767-4774 FAX(904)767-6556 EAS © COPYRIGHT 1999 v PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 149 SECTION 6 GUARDRAILS, HANDRAILS-& AWNINGS 2.50" o TOP CAP SCALE: 1/2"= 1" WALL THICKNESS = .070" 1.80" 1.00" 0.090" + 0 r O �. POST PICKET SCALE: 1/2"= 1" - - SCALE: 1/2"= 1" - �i UNSPECIFIED WALL THICKNESS = .04(!",- ' �—�1.80" + 1.80" 0 0 CHANNEL SNAP PLATE SCALE: 1/2"= 1" SCALE: 1/2"= I" UNSPECIFIED WALL THICKNESS = .070" UNSPECIFIED WALL THICKNESS = .O Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 150 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #8 x 9/16"S. M. S. SPACED @ 8"O.C. BOTH SIDES ROOF PANEL .....L.. ....... #10 x 1-1/2"S. M. S. OR WOOD WOOD SCREW(1) PER RAFTER OR TRUSS TAIL #8 x 9/16" S. M. S. SPACED @ 8"O. C. BOTH SIDES #10 X 3/4"S. M. S. OR WOOD EXISTING FASCIA SCREW SPACED @ 12" O. C. _ROOF PANEL TO FASCIA DETAIL SCALE: 1/4"= V-0" FOR MASONRY USE 1/4"x #8 x 9/16" S.M.S. SPACED 1-1/4"TAPCON ANCHOR @ 8"O. C. BOTH SIDES OR EQUAL @ 24" O. C. FOR ROOF PANEL WOOD USE#10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12"O. C. ...Z.. . .' Q,w....... -t -ti EXISTING HOSTSTRUCTURE ' #8 x 9/16"S.M.S-SPACED WOOD FRAME, MASONRY OR @ 8"O. C. BOTH SIDES OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL SCALE: 1/4"= V-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. 'SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4"WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAI D ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 VEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 171 SECTION 7 SOLID ROOF PANEL PRODUCTS ......... . ................ 4. ..................... .................. ................... .......... ................................. ............ .... .. .......... .................. ... .......................... ........... ............. ................. ............................ .... ................ ............- ............................ .......... ............ ...... ..... W-0 ........... I 48" FOAM- 1.0#DENSITY If P. S. ALUMINUM 3105 H-J4 OR H-2.5 ALLOY 4 PATENT#4,769,963 AND 5,086,599 SNAP N - LOCK PANEL 0 SCALE: 1/4"= 1 Structall Building Systems Inc.Snap&Lock 0 Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14,H-25 Foam Core E.P.S.1#Density Manufacturers Proprietary Products: 3"x 48"x 0.019"Panels Op n Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE V-0" 2%0" X-0" Region --Load NONE V-0" 2'-0" 1 T-O" 102 M.P.H. 17 14'-7" 14'-8" 15'-l" 15'-9" 102 M.P.H. 29 11'-2" 11'-4" 11'-10" 12- 110 M.P.H. 20 13'-5" 13'-7" 14'-0" 14'-8" 1110 M.P.H. 35 10'-2" 10'-4" 10'_11" 1.1:- 120 M.P.H.— 23 12'-6" 12'-8" 13'-2*' 13M.P.H. 41 9'-4" 9'-7" 125 M.P.H. 26 11'-9" 11'-11" 12'.5" 13'-3" -E221 N M.P.H. -35 8'-11" 9'-2" 9'-10" 1 10'- I 140 M.P.H. 32 10'-7" 10'-10" 11'-4" 12'-2" 1140 M.P.H. 56 8'-0" 8'-3" 8'-11" 1 10'-0" 1 3"x 48"x 0.024"Panels Oen Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE V-0" 2'-0" 1 T-O" Region Load NONE I 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 16'-4" 16'-6" 16'-10" 17'-5" 102 M.P.H. 29 12'-6" 12'-8" 13'-2" 13'-10" 110 M.P.H. 20 15-1" 15-2. 15'-7" 164" 110 M.P.H.1 35 11'-5" 11'-7" 12'-1" 12'-10-". 120 M.P.H. 23 14'-1" 14'-2" 14'-7" 15'-3" 120 M.P.H. 41 101-6" 10'-9" 11'-3" 12'-l" 125 M.P.H. 26 13'-3" 13'-4" I3'-10" 14'-6" 125 M.P.H. 45 10'-1" 10'-3" 10'-10" 11'-8" 140 M.P.H. 32 11�11" 12'-1" 12'-7" 13'-4" .140 M.P.H. 56 9'-0" 9'-3" 9'-10" 10'-10" 3"x 48"x 0.030"Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition7 Wind Applied Overhang Condition Region Loa 2'-0" 1 3--o" Region Load NONE V-0" 2'-0" 1 3'-D" 102 M.P.H. 17 18'-10"118'-11". 19'3" 19'_9" 102 M.P.H. 29 14'-5" 14'-7" 14'-1-1" 15'-7" 110 M.P.H. 20 17'-4" 1 17'.6" 17'-10" 18'-4" 110 M.P.H. 35 13'-1' 13'-3.1 13--9" 14'-54' 120 M.P.H. 23 16'-2" 16'-4" 16'-8" 17'-3" 120 M.P.H. 41 12'-1" 12'-3" 12'-9" 13'-6'* 125 M.P.H. 26 15'-3" 15'-4" 15'-9" 16'-4" 125 M.P.H. 45 11'-7" 11'-9" 12'-3" 13'-0 140 M.P.H. 32 14'-3" 14*-11" 140 M.P.H. 56 , 10'-4" 10'-7" 11'-1" _11'41" Note: Total roof panel width=room width plus wall width plus overhang, Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT BTRUCTALft' P.O.BOX 4368,SOUTH DAYTONA,FL 32121 BURBANK,OLDSMAR,FL 34677 6 350 TELEPHONE(904)767-4774 LOCAL(813)855-2627 FAX(904)767-6556 NATIONWIDE 1-800-969-3706 SEAL FAX 813 854-2802 PAGE @ COPYRIGHT 1999 194 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 8 ALUMINUM FRAMING COMPONENTS A= 0.24in.' A= 0.50in.2 1.00" WT=0.28 p.l.f. 1.98" WT= 0.57 p.l.f. Ix= 0.14 in. 4 I Ix= 0.28 in.° Sx= 0.18 in.' Sx=0.37 in.3 0.044" 6063-T6 0.055" + O? 6063-T6 _ 1" x 2" x 0.044" OPEN BACK SECTION 2" x 2" x 0.055" PATIO SECTION SCALE: 1/4"= 1" SCALE: 1/4" = 1" 1-98"1 A= 0.32 in.' 1.98 A=0.64 in.2 WT= 0.37 p.l.f. WT=0.74 p.l.f. Ix= 0.18 in.4 "' Ix= 0.75 in.4 0.032"ff-cc: 00 ' Sx= 0.24 in. 0.055 + 3 o Sx=0.70 in.3 6063 -T6 `'' 6063-T6 2" x 2" x 0.032" PATIO SECTION 2" x 3" x 0.050" PATIO SECTION SCALE: 1/4" = 1" SCALE: 1/4" = 1" 2.00"1 1.98" A= 0.36 in.2 I A=0.75 in.2 WT= 0.41 p.l.f. WT=0.86 p.l.f. Ix= 0.19 in. 4 + o Ix= 1.53 in.4 0.036" + °' x= 0.26 in 3 0.055" w Sx- 1.07 in.3 - - .-063-T6 6013-T6 - -�z5 � R 2" x 2" x 0.036" PATIO SECTION 2" x 4" x 0.050" PATIO SECTION SCALE: 1/4" = 1" SCALE: 1/4" = 1" 2.00" 1.98" A= 0.42 in.2 A,= 0.61 in.2 WT=0.49 p.l.f. WT= 0.69 p.l.f. Ix=0.23 in.4 + o Ix= 0.77 in.' 0.044" + °' Sx= 0.31 in.3 0.044" Co Sx= 0.69 in.3 - 6063 -T6 6063 -T6 2" x 2" x 0.044" PATIO SECTION 2" x 3" x 0.045" PATIO SECT ON SCALE: 1/4" = 1" SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. 00 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ALUMINUM FRAMING COMPONENTS SECTION 8 2.00° I3.00" A=0.64in.Z A=0.47in.2 WT= 0.73 p.l.f. WT=0.54 p.l.f. Ix= 0.39 in.` o Ix= 0.55 in." 0.055" +0.055" -� o Sx=0.50 in.' Cl) $x=0.51 in.' - 6063-T6 6063-T6 3" x 2" x 0.050" PATIO SECTION 2" x 3" x 0.050" TILT SECTION SCALE:�1/4"= 1" SCALE: 1/4"= 1" 2.00" A= 0.71 in.2 3.00"� WT= 0.82 p.l.f. A=0.57 in.2 Ix= 0.48 in." WT=0.65 p.l.f. Sx= 0.58 in.3 0.055" {- o Ix= 1.14 in.' 0.070" + N ly— 0.92 in.° Sx=0.81 in.' Sy=0.81 in.' 6063- t6 6063-T6 3" x 2" x 0.070" PATIO SECTION 2" x 4" x 0.050" TILT SECTION .SCALE: 1/4" 1" i SCALE: 1/4" = 1" S - Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT n P.O.BOX 4368,SOUTH DAYTONA,FL 32121 200 TELEPHONE(904)767.4774 FAX(904)767-6556 IA EAL © COPYRIGHT 1999 PA GKE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 197 3��„�pp( �ac.1��r-���" c��a�� 0� {�la��•�3" �'��j �Q`��O Q2oc�. �. N W 1 N CD m CD 61 N W 61 N N Oa wa H W CD Al O 0 0 3 m H 3 C c m CS) w w . � CD CD c.�� CD W 0 CP Cky c_ a Polonve 12, a R rq m J � K D G1 rq Cal N i PLANS REVIEW CHECK LIST t Address `' .,5`>' : . ! . al t /Iwne Legal Description¢ ''�' ' ' .;s, Contractor r� 1' "' at _____License Number(j License on File YES f` NO Section 24_101 * Zoning Regulations Zoning District _ �;, Proposed Used e$ . Required Lot Size"? Actual Lot Setbacks Required Provided Section 24_17 front CORNER LOT NTERIOR LOT rear __ -- - Flood Zone side-1 y. r Required Elevation_21�-&__ side-2 ✓ Max. Height Allowed__ ____ Proposed Height__ ------- Section -- -Section 24-82 * Minimum Lot Coverage Required Heated Area _� Proposed Area Section 24-161 * Offstreet Parking Number Spaces Required__c.�__- Spaces Provided__ < ______ Section 24-82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities City of Atlantic Beach Utilities _____ Private Source SEPTIC TANK WELL Plans Reviewed by / Lks �k' ,5 r ,' Dates ---------- --_ Building Permit #_€ ____ TISSUED') DENIED C/ /o @ $ er sq ft = $ per sq ft = $___ @ $ ersgft. = $ r, CjtS @ $ ' per sq ft = $ @ $ per sq ft = $ TOTAL VALUATION: $ /// 0 t��' lst $ per thousand or portion thereof C ----------------------- Total Building Fee i/or FEES REQUIRED + 2 Filing Fee Fireplaces @ 15.00 $ f S BUILDING IPERMLT FEES ----------------------------------------- ------ BUILDING PERMIT $ `j WATER METER CHARGE $ �, G'C 5t ' Pool SEWER IMPACT FEE $ l C3 Sign WATER IMPACT FEE $ Water Connection _� MISCELLANEOUS $ Sewer Connection /� $ Water Meter / $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES City of Atlantic Beach Fixture Unit Worksheet for Water ,Impact Fee ' FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. I ----- BATIIROOP! GROUP CONSISTING OF � SERVICE 5INK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET VALVE _____WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _ 0__BATI(TUB/SHOWER • (2) _URINAL WALL LIP (4) _vO. -SHOWER GROUP PER HEAD (3) _ __FLOOR DRAIN (1) _ _SHOWER STALL DOMESTIC (,2) _LAUNDRY TRAY (2) --2-LAVATORY ( 1 ) _ _COMF3I1iATION SINK AND TRAY (3) WASHING MACHINE (3) ___POT, SCULLERY SINK (4) __(__DISHWASIIER (2) _ ___WASH SINK EACH SET OF QFAUCETS (2) _KITCHEN SINK (2) DENTAL LAVATORY ( 1) KITCHEN SINK WITH WASTE GRINDER (3) : ___DENTAL UNIT OR CUSPIDOR (1) _0__BIDGET (3) __URINAL STALL, WASHOUT (4) _ _FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WIT __ FOOD DISPOS. (4) . URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) __DRINKING FOUNTAIN (1/2) (_ _LAVATORY, BARBER/BEAUTY �\ SHOP (2) _ V _LAVATORY, SURGEONS (2) SURGEONS SINK (3) __1__ICE MAKER ( 1/2) / n TOTAL FIXTURE UNITS__ @ *10. 00 EACH $ a` JOB I1(FORMATION__� �S V___ F✓ C __ -------------------- e Gig CITY OF ATLANTIC BEACH APPLICATION FOR BUILDIN PERMIT uilding and Zoning Owner Address zip 154�3Iphone Z& Architect t�i,Zr Z/e Address d� �� /Z zipLJZs1 phone -�� Contractor Address ` s Zip ,Z.Z�3 phone JAS Contractor' s License number e�� expirationy3 Z5' 7 Lot Bloc or Section Subdivision��� Zoning-,z, Street Between / and Ape Type Construction Z/ ,r No . Units No . Fireplaces— Purpose Purpose of Building ��, Estimated Utility Method - Water Sewer Dimensions - Building �� � 3`7 Lot Size Footings 7 Sz. Piers Sz. Sills G eatest S an Sills Sz. Ceiling Joists e n er reatest Span Sz. Floor Joists n e er4 Greatest Span Sz. Rafters nce on Centers Greatest Span - Method of Heating Solid or Filled Ground c._ Roo Flood Zone If located within a FLOOD HAZARD ZONE- complete page 3. 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 Atlantic Beach. The contrac- tor agrees at its expense to provide the necessary access to the properties being developed over dedicated City Rights-of-way and to clear, clean, grade , and drain said right-of-way to City specifications . Signature Owner Date Signature Contractor Date //,0 l page 2 CITY OF ATLANTIC BEACH FLORIDA No. 0 312 NAME Heywood Dowling January 29 _19$8 ADDRESS 810-A Third Street 124a.Ori T CITY Neptune Beach 32233 1 240.60CKTI 4640 1A 2/01/0, .012CACG BE l acral Water Impact Fee #40-343-3700 P._ Al D Sewer Impact Fee #41-3435200 $205.00 FEB 01 198o $1--°35.00 $1,240.00 Lot 29 Block 1 Beachside CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 �{ TELEPHONE: 249,239'5 PAID 1 UTILITY BILL FEB 0 J�d'� DATE WATER ETERS WATER SEWER GARBAGE OTHER TOTAL DUE TriiS REE I;'1 SLh LS EIS :+ I/a5'/8b' ORDER. TAKE RECEIPT TO PUCLIC 03 , � WORKS D PT. TO SCHEDULE WORK. es an Official Receipt 120D SAPS PIPER NE. !ed Payment RETAIN THIS STUB Eo TREASURER PAYABLE IN ADVANCE SERVICE NO PAIDviscTHIN IF NOT PAID WITHIN NO REFUNDS 30 DAYS OF DATE SHOWN wrttftratt of�(Orrupattry CITY OF 7MMAfRF �/M�r E.epttrtmpnt of +Butibitto Jnoprrtiort This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification t't '`, i Bldg.Permit No. Group Type Construction Fire District -- Owner of Building L a 't '`'Z_ Address — I n., I Building Address. �.I�-•i—'`.j Locality Building Official Date::z_ -- - POST IN A CONSPICUOUS PLACa i BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA- CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: .02 , Building Contractor: Jkl LO C O& Building Permit Number: 94419 Address: l 9 4l& aea M AiA-(- Legal Description: a g ,� r Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as ----------------------- Lowest Floor Elevation: ---------- ---------- ---------- required as built n/a Sales Tax Certificate: ----------------------- date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief --------------- --------------- --------- Public Works --------------- Planning Director --------------- --- - ---- --- ttt Building Inspector MATHEWS FLORIDA ENERG� EFFICIE�CY CO}�E FCR BY" DING C& STR(/CTlON Sect ) nn 9 Cmopll *n/ c Powt Svs|e.'' M.`th.M Yersioo 1 .05 Hardin 1987 Dppartmz/'t of Comxm,.iiy AiTairs Printm''t Submitted j �' ] zev o / F'n m 9S0A 'R/, PRORECT NAME: 1 PERMITTING [}FFICT" "xv^~- AND ADCRESS: ' B\|IlDER: ' ��~~�"'� | PF11IT W. OWNER: | JURISDICTIOH NU. : -- --'----- ........ ...- ----- --- - - ---' ---- -- - - - --'— - '--- -- --- -- �' �l\ �IN� uFFlCIA| CDMPONENT VAL |/E IST WIH\41, S wn//ble CIpar V ,to; A; ea : 5m0. 0 - to }T", / . Ext Unod F. am,. A` ea : P128. � _ F-Value: 19.0 2. �d , Wocd Frame Are� : 15R.0 R-Value: 19 .o _ _ CE [LINGS - R-Valoe: 30.V _ _ FLOORS R 'Value: 11 DUCTS { |`o 'xdL enqth : ALL z A.(4 SEER: HEATING 1 . Heat HOT WATER JNFTTRATION P/ a, ricex P Conditioned Floor Area : 2465. 0 - - AS RUIL [ PUlNTS / 8ASE P0I1301 �4581 .P 4�7�0. 8 97 .6 GL�SS T� Fi O(�R AHEA HATIO = 0.P�7p ' - - _ LDI 77 _. - o.k put 1 "Mck t it w CIA f k"P Q yl �n� a wq on P-Ab d ; .1 tit I Ali V110. K�A 1 1 i 1D i 1 saw VV � i, 1_2l ;:1-, R-, wo W th; ID h 1 & 4 Wfv thot wha Plaits at "! 1 v:v4A ;sv Phin cola"WOW" tt ti 00ka fi, W [Anim I "vv" W by h1jis Volit-, 1 1 ''HOKKIP i U! HI kh, : F71 ", Ad , p1q , it Wilo" or " it) :0,0plialwo. sk KAI Ply 1 GAP . Thnfun-,v i f I oil ' s p"'i lonq! VO 11 to . 1104" 0. "; 1 HIM FITMR AFFIPTAY OFF T R! ^ . SUMi1ER CAiC| |LATlOHS - - - -- | `}�lEH 0REA x BSPM = PUlf NT'S | TYPE SRIEll 0RE0 x SKI 6 ` \ V � � - - -` -- - ` -' ` -- --`- ---- ---- ---`-- --- `-` -- - - - - PF98.; 1 IKi C} R I DL 1LR M i0.0 � | 7P .0 79 . 7 13708.4 | ORL CLR E 4o . (' t DD! C\ R E � 6 . 0 79.7 | fop L /1-K < DA CiR S 16. 0 "46.2 ow 610 ' /mL [LR | ')PL CLR � DB! CLR Q 48.0 79, 7 0.9') 1W/ .'| ___ _ . 15 x COND. FLUOR / TOTAL GLASS = ADJ . x CA 0511 = ADJ Q*iASS ARK.*! AREP(}JUT9 n5 24615. 04� ( Hq .5 1171W'. 1 | | /)RFA x BSPM = POINTS | TYPE R' V�L\ \E (AREQq q; F1 / /H ' ` ....�..... �� Fxt 21 �8.0 0. 9(' 1915.P 1 EAt Uh'od F' y".c 19 .0 21PP. 0 0 .9(' 1 '/ | � ' Adj 158.0 0.70 110. 6 | Ad j Wood Fyamp 19 .0 1"N8 ,0 " ,40 | | QT T; INGS | !A 1 . (1 0 . 6 ) 837 .0 1 / k/d,r Attn� 3(' .0 1795./) ( Pod 1 156,C) 3 .99 -41,00. 4 | R111 Luxf 1 1 . 0 ( \ Kf`. o � T(T7A} Si '�MER PPIHTS � AMR, 7 | [DTAi x SYSTEM COULINv | TOM. x ))| |CT x SYS 14:0 x CREoIT ( ('(/L }0 , SUM PTS MULT POINTS | COMPON MU| ] bit UT M| x T 45218. 7 0.4a 2�800 .6 | 53586.2 1 .080 0 .�54 1 ,000 W|NFEW CAI CU} ATTUN5 **x****»****Wks********Aso *******»n+*»**»***»***x»****»»»**»****»Alm »*** *** **** /}RIE|� AHEA x RW�M POTNTS | TYPE N 6; .0 7 . 3 43G. 0 | 0l | CLR | lot, CAR ( W Ci K!, | ON LLR � 30.o -9 ,2 0 . �yf 7z 7 | })BL CLR ( 0OL C} R F 40. 0 2016 . 4 1 101 CA | 0BL C� R S 40 . 0 ?H .� 0 .'76 � o887 1 Dpi CIA, | fly. C! R S 1/` , 0 -2O ,q 87 ,' ti | D8/ CLR W | Oct. CLR W i8 , 0 -Y .2 o,7P ..... ..... '_ . 15 x COND . F|DOR / TOTAL AREA !TNTS -- - - ` - -- — -- - -- --' - - ---`-- - —' ----- - - -- -- ` - ` - - ` - =_========== ====== ,=='`-====`=======�==`== ==`�= .== | AREA FY R' \/AiUE APF A x HF'M [q ' \ K [�� Fit pip8 .0 2 .2() W8| .6 1 Ext S`ud Fraoy 19.0 56R.8 | Wj WW Frame 2 ,5% | Anj 18 .0 33. W 239 .4 Ad / / |A 1395 .0 1 .2(` ( 674 . 0 h.`Kr Atfi ' / PSK | /n6 . 0 () .9/' 1109 .8 | Rsd Wno'/ | 7 .Q0 18241 .» | P' TnTAL WIVIA TFR P(/JNTq i PP866.4 � [\1TAi x SY9TEM = HEA TJMG } TO 10 : KAY : 1A 97T x WIN PTS K.T POINTS | COMPOM RATIO M(U T ?2866 .4 0.59 13491 .2 1 25906.4 1 .`)00 1 .080 0, A'71 WATER HFIN� |8iU OF : M\UT ` TUT(W | l>ESFRIPTTDN EF CAP x M/ |LT x 10/0/TT RATIij M|Vl - -- '— -- -- ---- -- ' ' -- -- --- ' -- - - - - - 3 38O3.0 114O9. 0 | Electric � . 9P 1 .000 �638, 7 1 ,�0 10�/ � : SUMM�9`� COO/'loci !>EATIW HnT WATER TOTA< | CA IT .IMG |NOT TIp9G HOT H0TFH (OT�� PDINTS NTS = PD [to Tl" | PUTNTs" "R 1 1 q09 .0 W'/0(/ to | 20WB7. 1 / W 78. / * EPA = 97 .6 x ***************** MAP SHOWING SURVEY OF LOT 29 BLOCK E14c. F-/ '�D / !7) ACCORDING TO MAP RECORDED IN PLAT BOOK 4Z PAGE :4-14 A -c OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLA. SCALE: i��_ 2c FOR r4-A-)nJ�5 dr,a !)�')&)AJ .l MA TH E W� DATE V(-4 T A vE. 1 19 `F M 198.7C� lF ti+) l X11) Cnr i Zoo 8 D13 1237 v ) QO N \3` Q 14 d � N L M ' L 6,2./3 /PAT) UTILITY SERVICI: AGREEMENT (Water and Sewer) 7111S AGREEMENT entered into this 28th day of January , 198 8 , between the City of Atlantic Beach a , Municipal corporation, hereinafter called "City", and Heywood Dowling a corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T 11 : WHEREAS, Developer owns land in Duval , County, Florida, more particularly described as Lot 29 Block 1 Beachside refer to acreage, plat engineering 1946 Beach Avenue drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing ' 1 buildings,' 1 residences and/or other improvements thereon consisting of— ' ' Single Famliy and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and - WHEREAS, Developer desires that City provide water and sewage collection service to said property and City, desires to furnish same; and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City -to enlarge and expand its offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and , valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is .agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right..to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement , under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental 'entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with the terms of this agreement. 5. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change , from time to time. City shall have the right to determine reasonable meter size and location. G. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. ,basements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water r to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and.egress to each of the building sites on Developer's property which are served by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or Interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the Catty will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to Bold harmless and indemnify City for all costs and damages resulting from flooding due to .back flow preventor valve .failure. B. The construction and design of all facilities to be Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities, than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer stall pay all additional contributions and fees as may be authorized by the City's service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plaits must be approved by the City before the change order Is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise .specified by City or its engineer. U. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which tite award is made. C. A representative of City or its engineers will be the .inspector of the project along with the Developer's engineer. but r;tv absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City.. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. D. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement,. such , conveyance to take effect without further action upon the completion and acceptance by City n� nni.► i. c M..l l n l-in.• A.. 4C.. -f1.n.. 11. Developer shall pay the City upon, execution of this Agreement the sum of 10� per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of , 10� per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to . provide water and sewer service . to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at the rate of onethousand thirty, ,five dolla-rs ($ 1,035.00 ) per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of F D. A meter installation fee to cover meter cost and meter installation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 per 3/4" x 5/8" meter E. If available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is provided by the use of a mein extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said` main extension or other improvements to City. Said pro, rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution' of this Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and -in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the Hydraulic capacity and demand of said future developer whenever .,feasible. : The refund obligation of City Hereunder and the benefits to Developer related thereto shall expire, 3 at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of and B. Water plant capacity charge upon the execution of this Agreement, a total of $205.00 ; and C. Sewer plant capacity charge upon the execution of this Agreement, a total of $1,035.00 and D. Meter installation fee according to the City's service availability policy at time of installation which currently is X85.00 ner-3/411 -meter upon application for hook-up of individual lots, apartments, multi-family lots or units; and C. Construction water based on meter readings in accordance with City's rate schedule; and F. hydraulic share payment, in accordance with paragraph 11F-1 of this Agreement upon execution of this Agreement, in a total amount of'$ " " " ' . " " and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of $ 13., City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems. for subject project will be subject to negotiations between City and Developer. if buildings of more than two stories are a part ofthe project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by ,the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (900) treatment, and of the cost of any additional 'required outfall pipes to " ' may be required by City. subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City. 17. Upon application by owners, ; builders or their authorized representatives, the City agrees to connect the requested dwellings or structures an the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to tine continuing operating rules and regulations of the City including, without limitation, the periodic payment of tine water usage and sewer usage charges in effect ori the date of such application or thereafter reflected in tine City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer under the terms of -this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall not inure to the 'benefit of tine successors or assigns of the Developer. 19. It shall be .'the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all Necessary and reasonable repairs which must be made by tine City or independent contractors nnnnnn.l 1•v *n.o r; #.%r to arr—/• r..rl. -......5_..- - prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (9U) days of the date from tl►e last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. if the property is platted, one copy of the recorded plat shall be furnished to tiie City. ' B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners sl►all be properly marked so that utility company or its engineer can, upon receipt of "as built' drawings, verify the marked water and/or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. U. All water and sewer services and �f�' •- N irrevocable letter of credit, the terms of which will indemnify and save y harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in t}►e facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. . F. A Bill of Sale for facilities from the Developer to City. , G. Conveyance of easements as required under this Agreement. 11. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage . releases and mortgage subordinations. as required in this Agreement. . J. For onsite and offsite construction provide City a►t accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at •least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right-of-way easement area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from the appropriate regulatory agency for the water, and/or sewer system, are reai►ira.t - �- -' 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United. States ; registered or certified mail, postage and charges prepaid from addressed as follows: To Developer.• To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box-25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and deliver in the p sence of• 1 Develops Witness er City o£;rAtlantic Beach Witness