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414 Sherry Dr (vault) CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 _ PERMIT INFORMATION LOCATION-INFORMATION Permit Number: 18983 Address: 414 SHERRY DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 10/15/1999 Name: MARCHIOLI Total Fees: 37.00 Address: 414 SHERRY DRIVE Amount Paid: 37.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: _ 10/15/1999 Phone: (904)246-1461 Work Desc: REPL 1 2 TON HEAT PUP-,l 3KBTU A/H CONTRACTORfS) -- -1-- APPLICATIJOKFEES -- -� MURA RY SVCS, INC PERMIT 37.00 i I i i 1-TROUGH MECHANICAL FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. — _ $37.88 14 Date: 18/15/99 81 Receipt: 88835637 CHECKS A LA TIC BEACH UILDING DEPT. 881888832i'1808 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 6EACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT -CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. I. Sher fir . LOCATION Street Address: 4Iq -------- — el C OF Intersecting Streets: Between And Sr r►.-:r BUILDING Sub-division _ — -- II. 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 attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical V'/ 1 Contractors ,v^ Contractor (Print) ��� ^ sal y+ C eS �t rL' Master Le- s l`', ��� Name of 1 Property Owner Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A, Type of heating fuel: B IS OTHER CONSTRUCTION BEING DONE ON dElectric THIS BUILDING OR SITE? ''j v ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE HUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) (fl'— Residential or 0 Commercial [ Heat ❑ Space ❑ Recessed Central 0 Floor ❑ New Building Q _'Air Conditioning: ❑ Room ❑ Central fWI�Existing Building ❑ Duct System: Material Thickness [Il?' Replacement of existing system O New Installation(No system previously installed) Maximum capacity _c.f.m. C1 Extension or add-on to existing system ❑ Refrigeration U Other — Specify ❑ Cooling tower: Capacity 9-p-M. ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Menlift ❑ Escalator -(numb-or) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps —(number) (Reeeiwd) ❑ Tanks (number) Remarks ❑ LPG confeiners (number) ❑ Unfired pressure vessel Permit Approved by Date_ ❑ Boilers ❑ Other — Specify Permit Fes, LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION FQUIPMENT Capacity Ap�roving Number Unit Description Model Number M nufacturer (TOM) J3"cy r PG .� 3 torot ~' zv HEATING FURNACES, BOILERS, FIREPLACES Capacity Number Vnits Description KoOel Number Manufacturer (BTU) Agwey 6 AZ 0— TANKS How Many Nominal Capacity Type Liquid Nae of Strial Approving mim and Dimensions Contained Manufacturer No. Agency PSR-3844 13371, DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - -- PERMIT INFORMATION --- ------- LOCATION INFORMATION ---- Permit Number : 13373 Address : 414 SHERRY DRIVE Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 32233 lass of Work :ALTERATION -------- LEGAL DESCRIPTION --------- Constr . Type :WOOD FRAME Block : Lot : Twp: Proposed Use: Section: 0 Subd:O Rng : Dwellings : 1 Subdivision: SALTAIR Est . Value: 0 .00 Improv . Cost : 0 . 00 Total Fees 25 .00 Amount Paid: 25 . 00 ..a ., --___. .. _. . ::4NER INFORMATION ---- -- - - ------ APPLICATION FEES - _ Name MARCHIOLI PERMIT 25 , 0'- Addr 414 SHERRY DRIVE ATLANTIC BEACH , FLORIDA 322'3 Phone : 1904? 246-1461 -__ CONTRACTOR INFORMATION Name: WILLIAM GOODLING Addr : 4040 WOODCOCK DRIVE -JACKSONVILLE , FL 32207 Exp : NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.00 14 ,. IM Rfirsipt a_U1-;AAA CHECKS 1122 ATLANTIC BEACH BUILDING DEPARTMENT 1101808®3221,000 By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT • JOB LOCATION: Or - OWNER OF PROPERTY:- Cl rC V l n L PLUMBING CONTRACTOR: W ( ( k l S by p Lu-b. �c -• CONTRACTOR'S ADDRESS: ���p f� A u� 5 v �--� V 0 - A3 STATE LICENSE NUMBER: elf7 00Co(4 7,0 TELEPHONE: HOW MOY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS J SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. �1ff CITY OF Yq& C 13¢= L-0;&UC& Office of Building Official REQUEST FOR INSPECTION Date .� P r No. --5-3 73 Time M. Received PY. JA Ad s Lec�lity Owner's Namecz --Contracto BUILDING CONCRETE ELECTRICAL PL MBING MECHANICAL Framing ❑ Footing C Rough Wiring ❑ ou 7, Air C. & ❑ Re Roofing C Slab ❑ Temp Pole Z Top Out ❑ Heating Insulation C Lintel ❑ Final C Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. ( A.M. Inspection Made PM. Inspector Final Inspection Certificate of�ccupan`cy Date CITY OF Office Of Building Official --77 REQUEST FOR INSPECTION Date_� 1S l �— Time Permit NO. Z Received A.M. / JJ P.M. Job Address � � �ti'��� Owner's Locality --- Name BUILDING — Contractor g LECTRNGICAL PLUM Framing CONCRETE Re Roofing Footing L71Roug MECHANICAL Insulation Slab = Te Rough n — Lintel e Top Out Air Cond. R Sewer Heating Fire Place Tues. READY FOR INSPECTION Pre Fab Wed. Thurs. Friday A.M. Inspection Made _ Y— ---RM. A.M. Final Inspection Certificate Of Occupancy Date _ PSR-3844 13402 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH --- PERMIT INFORMATION ---- ------- LOCATION INFORMATION ---- Permit Number : 13402 Address ' 414 SHERRY DRIVE Permit Type:ELECTRICAL ATLANTIC BEACH : FLORIDA 32233 Class of Work:ALTERATION --------- LEGAL DESCRIPTION ---------- Constr . Type :WOOD FRAME Block: Lot : Twp: 0 Proposed Use : Section: 0 Subd:0 Rng: 0 III Dwellings : 1 Subdivision: SALTAIR l Est . Value: 0 . 00 Improv . Cost : 0 . 00 Total Fees , 25 .00 Amount Paid: 25 . 00 -- ----- - OWNER INFORMATION ----- - ------ APPLICATION FEES --- ---- - - Name: MARCHIOLI PERMIT nddr ` 414 SHERRY DRIVE ATLANTIC BEACH , FLORIDA 32233 Phone: `, 9!t4; 246-1461 ------ CONTRACTOR INFORMATION -- Name: BILL THOMPSON ELECTRIC CO , !Ni Addr: P .O . BOX 330150 ATLANTIC BEACH , FL 32233-015i ER00009676 Exp: NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 2 CITY OF ATLANTIC BEACH, FLORIDA ACGrov*dby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_ z I 19oq 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. BILL 'FHO,M,PSON ELECTRIC CO., INC, P. 0. BOX 33-30150 ATLANTIC BEACH FL 32� 1_ ' E-7 Fr— ELECTRICAL FIRM: II R ELECT IJC�IANN SIGNATURE MA NAME �l��Chl l ( ADDRESS:- �t J(I�- LI U)z —RFD—BOX— BLDG. FDBOXBLDG.SIZE BETWEEN: ARES. ( APT. ( ) comm. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( } SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE r�� AMPS PH WtG�VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES r - CONCEALED OPEN TOTAL ' )-JO AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M.V. FIXED I 0-10o Amps. OVER APPLIANCES BELL TRANSF. TING CONDITIONING I COMP. MOTOR I OTHER AMOTORS I AMPS !CEIL HEAT:I KN-HEAT i I I I I I I OVER MOTORS H.P. i VOLTAGE i PHS I NO. I I H.P. VOLTAGE I PHS MISCE LANE US TRANSFORMERS: UNDER 600 V. II I I OVER 600 V. I `I I NO. I KVA 1111 NO. IKVA I ( NO. NEON TRANSF. INO. I VA. I MA. I MOTOR SIZE I SWITCH I FLASHERI EACH SIGN ( FORWARDED s TOTAL FEES I yFOR OFFICE USE ONLY Date----------�Xo.------•.19 Permit #------------------------Fee CITY OF ATLANTIC BEACH Valuation $__...4--4 ............. FLORIDA House ------ --------------------- .............. APPLICATION FOR BUILDING PERMIT ----------------------------------- ............................................................................ Application is hereby-made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Di te- Owner--/L -----W- --.-k-_-_--- x----------------T- --e--l-e--p--h--o--n---e---N----o--.-.a------ -- Architect............................................................... ------------------------Addres&------- -------- ------------------------------------Telephone - No----------------------------- --1------------•-••-•------- I t I I/ ContractorBuilder-_-------------------------------------------------------------------------Address............­----------•---------•-•----------------....Telephone No.-----------• -----•--- Lot No.,) c ---�._0---------------------------------Blo k No.-------------- --------------Sub Divisions_4�-./.&_So.c-------------------------------------------Zone................. ----------------Street-- ---- --- - ---.Side Between--- ----.-and-.....fi­e�_-2 1-�t------------.............ft. ...... Valuation $.---//P/ 00.0_'.---For what purpose will building be used--------eirs1c...............Type of construction yl----- Dimensions of Building--5-5,'�(sog ._-.._ ------------ - -----------------------------Dimensions of Lot- -------Size of Footins Size of Piers- -- --------Size of Sills..........—---------.....Greatest Sill Span in ft--------—---------------Type Roof---Yi I.N�f ------ How will Building be Heated?- A X. ------------------------.-Will Building be on Solid or Filled Ground?...... f.__-_---..__ Size of Ceiling Joists------- -----------I Distance on Centers,--- ----�.2 Greatest Span..._..... --------------------- Size of Floor Joists---------------------------------------------- Distance on Centers-- --- -- ----------- Greatest Span............................................ Size of Rafters__.__- --------, Distance on Centers ..... f". ----------------------- Greatest Span---------- ------------------------- This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. Z Z 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. E-4 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City 2f C, of la 'ic Beach. . - Z C _7_'4w'�6. ................ ............ . Signature of Builder'-3t ------ ASignature of Owner. .............r_46� Address ................................................................................................ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT PERMIT N0� Date : _:i - LOCATIOiy Street LOT NO. BLOCK NO .� SDs OWNER MASTER FLLPMBER JJ „ Bldg. BUILDER OR CONTRACTO Permit_. o, TYPE OF BUILDING SIl:YS Z LAVATORY�/�ATH TUBS URINALS 2—CLOSETS FLOOR DRAINS SHOWERS / WATER HEATERS_2DISHWASHERS DISPOSALS OTHER TOTAL FIXTURES �:1 00410,/ NO WORK MUST BE DONE UNTII A PERMIT HAS BEEN PROCURED PLANS AND SFECIFIC«TIONS must show a plan and description of the size -.and location of all the soil and vent pipes, and the number and losation of all fixtures, (in acg�ordanee with Ordir_anae no. 188 of the City of Atlantic Beaoh, Florida) must be shown on baek of appli- cation and be approved by the Plumbing Inspector. DRAW PLAN AND SPECIFICATION OF ABOVE PLUMBING ON BACK. Approved by Plumbing Inspector Date (FOR OFFICE USE ONLY) ROUGH-IN INSPECTEDREMARYS FINAL INSPECTION: CERTIFICATE ISSUED: CITY OF ATLANTIC BEACH AP2tLICATION FOR SEWER CONNE- TIONS PERMIT NO. DATE L --22 , LOCATION ��,-'/ --- _ STREET LOT Ito. BLOCK No. OWNER TYPE OF BUILDING _ MAS PLUMBER INSPZMZD BY BILLED ACCOUNT NO.__ 3— r APPLICATION FOR WATER CUT-IN TO THE CITY OF ATLANTIC BEACH: Application is hereby made for 3/4"_ tap water cut-in at the following address for one unit(s) . Cut-In charge of 85 . 00 plus 2 . 00 construction water Street No. 414 Sherry Drive Lot 3 h n Block Subdivision s/A Ordered by Fred Mills OwneY Mailing Address 1479 Maypo t Rd . Atlantic Beach , FL 322 3 Date Account no. (P Meter No. Date Installed a3lvnn H3M3s 3 1 V Ol a10313 VNlewnld MOlOVUINOD 31Va 113ewnN A1NO 3sn llwd3d 371dd0 MUA jt i '1-D930 empljng � ZaboAg •:) *u •iaue►o ao do pa;uaa iag;is to Sebe pa s ai pus do paasala aq ;snuff pus 'aasds °ilgnd F- ui peaild aq jou ;snlu xaoA stg; uioa; Z sugap pus gsiggni 'leua;eui Zuipi!na O –► � lz afissi do H,LVQ URIAV LL. SHINOR XIS QIOA LIWHSd 'JNPflOd HHOdag QH,LOHdS -NI ag Lsflw SONIZOO,d QNV � SI uoa alan0N00 'I'Id—d0IZ0Id ;juzaad szgl ;o Saud aas gatgm suild panOidda o}2uipaoaad 4 AV meaAzaQ �aaaus oNasnog Q/S °Oig09C 3011 aDTAaas PTEs szMaq pus STTTW Agpau"O auoz— aauaptsaa OI;E�I�ISSEI� linq o;uoissamiad sig i Q![ aoiAaaS pTg STMarl pus sTTTW 3ig3S;i;aaao3sts.gl j 'M*l jo sw!suoid olgvagddv jo uopelotn Ioj aogvaoeat 01 laa[q— rt pnv 4aansvaAZ A1!3 o1 Pivd aaaq svq —1 ano a 1lun P.[ve lou 7? u2d si 9L i 00 •000 0-Vi IIOi 00 ,S6 $ oag �EnIEA 9 LST Z T s DEQ 80f NO a3lSOd 38 1snyi ilh*Hd SIHl dlins Ol llWb3d 'ON -MAiH3d ValaOld 'HOV3e 011NV71V d0 A110 C 8 0 E JNimins 40 1N3WlHVd3a i a31Vnn 4 1 r a3nn3s 1 V Ol 910313 00 oNlawn'ld L aOlOVa1NOO 31Va a39WnN hlNO 3Sn 11Wa3d 30Idd0 a0=l •Iv!a!770 Hv!pTmg -aaumo ao io;asr;uoa sag;ta Sq Sams palneg pus do paisala aq Isnui pus `aasds at lgnd F- ut poasld aq jou ;snuff )jiom siq; uloa; Z sugap pus gsigqna `Is zalutu 3ucplcng ► �— It dIlSSI d0 dZvQ Hailav LL SHINOR XIS QIOA ZIIgUad 'JNIUflod d2I0ddg GalaadS -NI dg J,Sfllq SONIJ.003 (INV SwHod alanON00 'PId—dOIZON I!uuad slu3 ;o 3asd ass gatgm sueld paeoidds o3 Sutp.ioaav aATxQ 191t5 Vit, 'oN asnoH Fi�S ([/s30111 09£ 4011 90TAxaS 'JBPTg sTtAgq put SITTw Aq pauA&o au aauapi ax U014maijissVID .za�Ea14 xa�.�er� T s�asoTa Z n E SaTx042ALT Z SLUTS T TTv4suT ltnq o�uotsstuuad seg S q � u� az •xr 2.4.1 14OS •$ aTUe g 3eg3 S;ilaaa oI si s •wal to sv !v!eoid algvaydd■ to uo!lalo!e fol no!lvaoeau of laalgns n pnv •>tunava;l Al!:) of p!vd uaq saq aal —qa 1!Iun pgu lou 1!u ad v!qS .OT $ aad $not;snleA 00 9L 6T Z T S ale(I 90f NO a31SOd 39 ism lIK83d SIHI mins Ol lIW113d 'ON IIW213d Vdluold 'HOV39 OI1NV'llV d0 Ai10 V 8 O C EJNIQ71ns d0 LN3W�LUYd3a PSR-3844 7207 DEPARTMENT OF BUILDING — CITY OF ATLANTIC BEACH PERMIT INFORMATION - ------ LOCATION INFORMATION Pevi-nit Number : '29.7 -dress ' 4.14 SHERRY DRIVE Permit Type! RE,-RC)OF ATLANTIC BEACH . FLORIDR lass of Wouk: NEW ----------- LEGAL DESCRIPTION ------ --- Type , woor FRAME r ~+ Block , Section, Fropl--,sed Ure , SINGLE FAMILY Town-hip : 'y Dwellings : I Code: 0 Subdivision : SALTAIR Estianated Value., $2000 ,00 I'Triprov . cost , $0 . 0cl, Total Fees : $22 . 50 Amount , r22 5C, JRMATION APPLICATION FEES ---- PERMIT $22 . 5i) .,:fi4RVY DRIVE WATER IMPACT FEE SQ .0p IkT,- FEEEll-CH, FLORIDA SE kM A� RADON GAS-H.R. S . 1*TRh(-*TQrR INFORMATION RADON GAS - 5% $0 . 00 Narne , MERRITT WATER TAP $0 .00 AAd x 1 tER. OAK-: ROib SEWER TAP S0 . 00 JAC VgLLE, FL 32207 HYDRAULIC SHARE 50 . 00 Liven, CFR°+` Type, C CAPITAL IMPROVE. _qQ_0 0 SEC , H IMPACT FEE SCS ,69 _-OTHER NOTES- NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE r,,tj ()t AijantIC dC BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: M7L CITY OF ATLANTIC BEIACH PERMIT APPLICATION ROOFING Address: Ll N Phone: (0 140 Lot # Block or Unit Subdivision Contractor: F � Address: 6 �(j ----Phone 00- State License Describe work to be done: Materials to be used:— Signature OWNER: Date: -j 3J3 Signature CONTRACTOR: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j v ATLANTIC BEACH, FL 32233 c INSPECTION PHONE LINE 247-5826 »IDA Application Number . . . . . 08-00000428 Date 4/25/08 Property Address . . . . . . 414 SHERRY DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4310 ---------------------------------------------------------------------------- Application desc screen room ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MARCHIOLI , J. P. CUSTOM SURROUNDINGS, INC. 414 SHERRY DRIVE 5900 SHEFFIELD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32226 (904) 814-8105 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/22/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 04/23/2008 10:11 9047866551 ROBBINS ELECTRICAL PAGE 02/02 CITY OF ATLANTIC BEACH O8- I �� 600 SEMINCL F ROAD.ATLANTIC BEACH,FL 32233 V QFFicF:(w4pv-a 28 s FAX NO.:(w4P47.5w BUILOINO-OEPT*COAB US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 4. THIS A SU8 C _. jJ /C/ 5XCyI� ONO YES PERMIT#: FR L: 4 NAME! ADDRESS IF VIFFERIENr FROM JOB AD= r,orecm e .Zr64�o .' . ELECTRICAL U NTRAC7QR/: / . coalaArx �i,c. AD 5ss� d �)�r w /y�— 3d 3 A.STATE OF FLORIDA UCENSE ND: 10.ut PHONE: 11.fAX HO.: )fZ /30/3 -�9� -7 yy. 6 12,EMAIL ADDRESS; 1s.OFFICE PHONE: 14, 16.Appiioatlon is hereby made to obtain a permit to do the Work and Installations as IndlCatsd- I certify that dA work wNi be performed to meet the standards of ail laws regulating construction in this jurisdiction. This perfnd becomes null and void if work is not commenced within six(6) months,or 9 Corsa cbm or work is suspended or abandoned for a period of six(6)months at 8 time r7IS maned. COWRACTOR6 SIGNATURE: �— r OF FAMILY-#OF UNITS; ESIDENTIAL E FAMILY O TEMP SERVICE O COMMERCIAL ION ❑TRAILOR 1l:8tlS.Dti t, . *CURAFwCzWE: C)ALTERATION d SIGN Q QLD NEW i '05 NATIONAL ELECTRI CODE a REPAIR a POOL(SPA C]REWIRE �crf ill O OTHER: 77 20.TYPE OF SERVICE: 1O OVERHEAD G UNDERGROUND 0 UNDERGROUND UP POLE 21.NEIN SERVICE: CONDUCTORS PER PMASE.--�� ❑POWER IS ON 0 POWER IS OFF 22.SIZE OF CONDUCTOR: � ❑COPPER Q ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W VOLT: RACEWAY SIZE: 24,DUSTING SERVICE SIZE: AMPS; - PH: W:— VOLT: RACEWAY SIZE: 26.FEEDERS: #OF AMPS: 0 OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FDMO APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑NO 29-3100 NO R APPLY L&FAMILY,MULn-FANoLY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER; 3 31.8WfiCHES:0.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: ,., •, tRIG: #OF UNITS; COMP. MOTOR HP RATING: AMPS: _ HEAT KW: #OF UNITS: COMP.MOTOR HP RATING: AMPS: HEAT KW; sa a NUMBER: VOLTA0E: HP: KVA NUMBER: VOLTAGE: HP; KVA: UNDER 600V: NUMBER: KVA OVER 600V: NUMBER. KVA: LA /- 1 / 8 REPAIRS t ' r SCRt9E IN DETAIL L h.5/e4 l/� 'F L4 T C� `� O h T -4" r0 COAG FORM BLDCW-REVISM IROM OS APR-22-2008 03:42 PM BCI 9047221031 P. I \ NOTICE OF COAD WNCEMENT State of C 1 D Tax Folio No. County of 1 v (C,w ' a' q2.c8 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 COMMENCEN(ENT. Legal Description of property being improved: Address of property being improved: S}Wbill' gyp-;+�Ap2rt 2-)-23 3 General description of improvements: o. 10,. r3owe ,S`r,i s S69 1 Owner: 4-opsj'5& /W.d?c_W(d1; Address: f►K C� Owner's interest in site of the improvement: go NFk Fee Simple Titleholder(if other than owner): Name: Contraotor: Address' *A N P91, '�Ae C►�%il .2r 11zC Telephone Lf- os Fax N Surety(if any) Address: Amount of Bond S Telephone No: Fax No. Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713,06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Dau: C S this r day in tho Coujity qf Duval,State _ — ►f Florida,haspy MdMWW Ooc>M 2008102514,OR SK 14470 Page 420. otary Public at 1=4M , of Fioridp, Number Pages: 1 Ty commission expires: « t Filed&Recorded 0412212008 st 12:40 FM. rsonally Known: � iM or JIM FULLER CLERK CIRCUfT COURT DUVAL ��d Idamfioatiow ar COUNTY RECORDING S10.00 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD . } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 08-00000428 Date 4/08/08 Application Number Property Address 414 SHERRY DRRESIDENTIAL ADDITION/ALTERATION Application type description TO BE UPDATED Property Zoning 4310 _------ Application valuation ---- ------------------- Application desc - --- --------------- -----_Screen room----------------------------------- --- Contractor -_ Owner _____ --"-- INC. ------------- --- CUSTOM SURROUNDINGS, MARCHIOLI , J• P • 5900 SHEFFIELD FL 32226 414 SHERRY DRIVE FL 32233 JACKSONVILLE ATLANTIC BEACH (904) 814-8105 -------------- Structure Information 000 000 ----"--- ----- ------------- TYPE 5-A Construction Type RESIDENTIAL Occupancy Type ZONE X ---------------------- Flood Zone - --------------- ------------- -----Permit BUILDING PERMIT 27 . 50 Additional desc 55 . 00 Plan Check Fee 4310 Permit Fee Valuation Issue Date 10/05/08 --------------------- Expiration Date - -- --------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 05_ , 06 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. -- 2005 NATIONAL ELECTRICAL CODE_ --- -- -------------- Due -----""---- Credited --------- Paid Charged --------"- Fee summary ---------- ---------- ------- . 00 . 00 ----------------- 55 . 00 55 . 00 . 00 . 00 Permit Fee Total 27 50 27 . 50 00 . 00 Plan Check Total 82 . 50 82 . 50 Grand Total OVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA PERMIT IS APPR BUILDING CODES. rs L�r�c CI'T'Y OF ATLANTIC BEACH AC H PERMIT ]EIPTG/ ZONING DEPARTMENT APPLICATION # 800 Seminole Road Atlantic Beach,Florida 32233 0 V7,g' r, f (904)247-5800 J"I (904)247-5845 Fax www.wab.us APPLICATION TRACKING FORM REWIRED DEPT: Y N PLANNING Property Address: �/ -! �h �'rl1 C/r l 1Z P! UILDING 1f � �" / _ N PU WORKS p A �plicant: /(.�TQ rt} µr('�n �/h g S /V � � Y N . PUBLIC UTIUTIES n Y N FIRE DEPT. Fro ec.: �(,rt f Av /C D 0 M Y N PUBLIC SAFE T Y cn -APPROVAL w_ REQUIRED AGENCY: RECENED BY: INITIAL DATE w D- Y N D.E.P HUFSTETLER Q5 a 0 Y N S.J.R.W-M. CARPER _ Y N ARW CORPS of ENG CAPPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS _ CIRCLE ONE SITE BUILDIw DA AP REVIEWED BY: INITIAL: DATE ® 1ST REv ® Cp — 'O PLANNING ® ® 2ND REV �IN PUBUC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ......... 1CITY OF ATLANTIC BEACHP7 OQ_ �- I (' 800 SEMINOLE ROAD,ATLANTIC BEACH,FL VV 32233 OFFICE.(904)247--5M•FAX NO.:(904)247-5845 __ _ 1 l BUILDING PERMIT APPLICATIONS, DI, JAL COUNTY t. ADDRESS: 2_VALUATION OF V40RIC 3:SO:FT UNDERRCOF yLt T 4.LC-GAL'DESCW N: 5.CLASS OF WORK: .: e'1111 S.USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT_BLOCK—SUB DIVISION S ct(T'fS r t� ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTIM OFVVORK. r1 n�TFpenON -..-. Q ACCESSORY BLDG. a-FIRE SPRINKI_FR: . / 'REPAIR 3 - _.�7�OOL/SPA 13YES ❑NfA ❑MOVE E3 OTHEREl NO PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: c>ge�5 1)1X_C-t4 t C 1 r `b r 1 NAME: \ 24.LICENSEE NAME: 10.ADDRESS/: 17.STATE OF FLORIDA LICENSE NO_ 25.STATE OF FLORIDA LICENSE NO.: CAKI- of 18.ADDRESS• O 26.ADDRESS: 11.OFFICE PHONE: 12.FAX .NO.: a OFFICE PHONE: FAX NO 27.OFFICE PHONE: 28.FAX NO-: -°(C5gfq 13.CELL PHONE: 2.f ELL PHONE_ 29.CELL PHONE: at -2Pacj 14.EMAIL ADDRESS: 22_EMAILADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: OF OTHER THAN WMER) 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 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 sic (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Welts,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: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR i Of Agem,PaAw of AWmey or arRagWred) (Ouafifier Oniy) Signed. �) fDate: / O Signed: Date: Before me this d 3 D 7 2007 in t county of Befocam Is o 2007 in the county of Duval,Stat orida,has rally appearedto of Flod ,ha sonall ared �. a R B Cif)EFif1Iv In by himself/herself and affirm till o are th..n self rself and affirms that I tements and degvft are true and accurate. EXPfRES:OCtOb6r true and accurate. +} .� Ttw attdget Notary Sam * MY COMMISSION#DD 710466 Notary Public at Large,State of f�FoFFl� ounty of Notary Public at Large,State of G1`oq0I9FS 0Ctrlb>x28 ?fti t ❑Personally Known ❑Personally Known �7j���dt��P Bp1d8dflW�td�6tNOf3�SBtq�99 ❑Produced Identification- ❑Produced Notary Signature: Notary Sig E CITY OF ATLANTIC BEACH r« r> r •: �r.aI s.vr�r� SEE PERMITS FOR ADDITIONAL + REQUIREMENTS AND CONDITIONS. COAG FORM BLD001:REVISED:1/1020081 is LFILE COPY '�. �-� REVIEWED BY: DATE: MAP OF BOUNDARY SURVEY DESCRIPTION: LOT 360 OF "SECTION NO. 3 SALTAIP" ACCORDING TO THE PLAT THEREOF AS PECOPDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. \ w \ _ ro a. F fl, :.:..>;;:2.i:4;it;Fit:i:.i:?•.. :�;;::. \ 9 ✓�' p0 F A S ,A 1 \ sr\moo, G J I \ 9�9 `J6 SCREENED pA0 9i \ PATIO t \ / O / SURVEY NOTES: !1 PLAT SHOWS NO BEARINGS OR ANGLES. THEREFORE BEARINGS ARE ASSUMED FOR ANGLE DEFINITION ONLY ON THE NORTHWESTERLY LINE OF LOT 360 BEING N50'15'37"E. CERTIFIED TO AND FOR THE 02 UNDERGROUND UTILITIES, FOUNDATIONS OR OTHER EXCLUSIVE BENEFIT OF: IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY. VYSTAR TITLE AGENCY 03 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRST AMERICAN TITLE INSURANCE COMPANY FIRM MAP PANEL NO. 120075 0001 D, EFFECTIVE 04/17/89, VYSTAR CREDIT UNION THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE "A". LORENE R. MARCHIOLI AKA LORENE MARCHIOLI i4 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, TITLE SEARCH, TITLE OPINION OR TITLE INSURANCE. STREET ADDRESS: 15 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF 414 SHERRY DRIVE AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE. ATLANTIC BEACH. FL 16 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE. CL 17 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH ARE NOT S HOWALE: 1 " = 30 ' c� ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC RECORDS OF SAID COUNTY. un 08 THIS SURVEY DOES NOT GUARANTEE OWNERSHIP. o /9 TEMPORARY, NON-PERMANENT IMPROVEMENTS AND/OR MAN-MADE ITEMS ! SUCH AS, BUT NOT LIMITED TO THE FOLLOWING; BUILDING MATERIAL, STORAGE PODS, PAVER BLOCKS, RUBBERMAID OR PLASTIC UTILITY // f BUILDINGS NOT ON FOUNDATIONS, VEHICLES ON BLOCKS MAY BE ON ,- r HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should any form of temperature control system be added to a Category I, II, or III Sunroom or the removal of the doors separating any Category I thru IV Sunroom from the host structure occur, the room shall become non-compliant and must comply fully with all of the requirements for habitable/conditioned spaces as mandated by the Florida Building Code, The Florida Model Energy Code and State Statutes. OWNER I have read thi complete form and understand that I am receiving a Category I Sunroom(I-V) Printed Nam Ifr Address Signed: Data / % Before me this y of in the County of Duval,State of Florida,has personally appeared herein by himself/herself and affirms all statements and declarations herein ar ue and accuraterottwar P R.B.GUERTIN Notary Public arge,state of MMISSION ii DD 710466 Persorelly now •_or P d Identification a Q EXPIRES'October 28,2011 I D Type taP°eroded Thru Budget Notary Seroces F F1 Sunroom and Screen Enclosure Requirements Category I 11 III IV V Habitable Space No No No Yes Yes Foundation Walls<200plf can Walls<200plf can Walls<200plf can Walls<200plf can Walls<200p1f have 8"Wx12"D ftg have 8"Wx12"D ftg have 8"Wx12"D ftg have 8"Wx12"D ftg can have or 3-1/2"slab if no or 3-1/2"slab if no or 3-1/2"slab if no 8"Wx12"D ftg concentrated load concentrated load concentrated load >7501b >7501b >7501b Exit Lighting Not Required Required Required Required Required Interior Electric Not Required Not Required Not Required Required Required Outlets Emergency Egress from exist. Egress and Exit Egress and Exit Egress and Exit Egress and Escape structure allowed if must meet code must meet code. must meet code. Exit must Openings open to atmosphere Other resistance Other resistance meet code. or considered requirements for requirements for Other screen enclosure forced entry, air forced entry, air resistance and has screen leakage and water leakage and water requirements door leading away penetration also penetration also for forced from residence. apply. apply. entry, air leakage and water penetration also apply. Misc.Window Host structure Removable Removable Host structure Host structure and Door windows/doors windows allowed in windows allowed in windows&doors windows& Requirements shall not be sunroom. Host sunroom. Host shall not be doors may be removed. structure structure removed. removed. windows/doors windows/doors shall not be shall not be removed. removed. Wind Borne Debris Opening Not Required Not Required Not Required Required Required Protection Energy Sheets Not Required Not Required Not Required Required Required r r y v1,SMM=B.Bennett,P.E. PATIO RnOM WITH A SOLID RQOFManual"Florida Building Coda,2004 Editlan by Roforenco. Alumimtm Structure Design oi~ Custom Surroundings,xac. < " owner: Jobelta Address;�{(Ly - Data':n,� c� Wind .one:FL D mph, Contractor. �G- S� i` r, � r,..o..l1 Annm R17e_' l,ongth: �2 Ft. by Projootiow / I _ ZL e Overhang on Host Structuro: ,Attached Aluminum Coves'(Clear)spans; l� t at.Roof Attachment: Iz and,at Roof Bearing Wad Room Haigh � A)Rr.nf P,snnl SOiaction. (for Standard 3""or or Compodte Pine pot Section 7,Table 7.1.x,Pages • .- 3" ORI Riser by.l2"•wtd�"by: 42t '.•or,`'�;432"��fhick�less by 3X.05I���A�,oy:Panol;(sco�'ngG��� Industry.Standard.Composita Panel Roof with' %OX ot'.... .03a" S (Be*Page��►C�+ , spadalty Panels, P. OtheJ Tntnrm iia Bch'.: NQ (per Section 2 Table 3.1.,-,_r B).�� M=bar Solectod Spacing.. Span- 2 p� (per Section 3;�'Pable 3.1.x,Pages C)13da Beam afi Roo earin� � i` Round up to Tributary Load Width.( K Span+Overhang)" Ft. Select Extrusion: X With Mwdmum Allowablo(tabular)Span of D) Col„�_fPog Upriai,t,l in RoofBaKi (per Sesckion3,Table 1.2-x,Page ' 3 TypicAl Spacing and Load Width("W"):_ _ .Ro=ded to Near Tabular Val=of: 'T i � tZ Wall Height and Pott span Is:— . . ._= Selected.and13sing: ht4l in NON-BrRrin¢Well: Section 3,'Tablo 3.2.x,Page_, E)golumns(Posts b height and span oil , Selected/Using ) Mark(P 1)-Width of: Y Mark- P2)-Width ol~ by height ind spam o . Selected /Using F) 'Fall horizontls( oc ndarY Scrmem WaI Morr�baral_ (pet StsctioQ 1,Tub1a 32.-4 Pte_: (NOTE: Maximum vortical spacing of wall horizontals (ecce gi�t) ) i '� Ft. Usin 2} Hollow or— 1) Holght(from Bolo plata)_ 1=1t Load Width SI g rt Ft. Usin 2X2 Hollow or 2)Height(from solo plate) �� _F t Load Width_ ..___ 9F�--- ---- g G)�i9C- IaR00U9 E io1Ut 17t9 Exterior Corners/Intersection of Bearing and Non Bearing Wall$' 2X2 Hollow and 1X2 OB (composife 2X3) SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM (SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS H ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST 0 �R�FS JPS\ TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE_ N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) H 0 TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3A-1 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A 1"x 2"TOP RAILS FOR SIDE WALLS WITH MAX.3.5'LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT PAN ROOF,COMPOSITE SPACING AS FOLLOWS PANEL OR HOST STRUCTURAL MAX. UPRIGHT FRAMING WIND ZONE SPACING (4)#8 x 1/2"S.M.S.EACH SIDE 100 T-0" OF POST 110 6'-7" 120 6'-3" 1 x 2 TOP RAIL FOR SIDE 123 6-1" WALLS ONLY OR MIN. FRONT 130 5-8" WALL 2 x 2 ATTACHED TO 140 182 5'-1" POST W/1"x 1"x 2"ANGLE 150 4'-11" CLIPS EACH SIDE OF POST INTERNAL OR EXTERNAL 'L'CLIP OR'U'CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4)#10 S.M.S. GIRT OR CHAIR RAIL AND KICK PLATE 2"x 2"x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO 1 x 2 OR 2 x 2 ATTACHED TO CONCRETE WITH 1/4"x 2-1/2" BOTTOM W/ 1"x 1"x 2"x 1/16" CONCRETE ANCHORS WITHIN 0.045"ANGLE CLIPS EACH 6"OF EACH SIDE OF EACH SIDE AND MIN.(4)#10 x 1/2" POST AT 24"O.C. MAX.OR S.M.S. THROUGH ANGLE AT 24" O.C. MAXI"x 2"x 0.032"MIN. OPEN BACK MIN.3-1/2"SLAB 2500 PSI �— EXTRUSION CONC. 6 x 6-10 x 10 W.W.M. ° OR FIBER MESH a 1-118"MIN. IN CONCRETE (ALTERNATE WOOD DECK: 2" VAPOR BARRIER UNDER PTP USE WOOD FASTENERS CONCRETE W/1-114" MIN.EMBEDMENT) POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214366,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767.6556 Email: lebpe@bL41south.net PAGE © COPYRIGHT 2008 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3A'3 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0#/SF(48.3#/SF for Max.Cantilever) Aluminum Alloy 6063 T-6 2"x 2"x 0.044" 2"x 2"x 0.055" Load Max.Span'L'/ bendin 'b'or deflection'd Load Max.Span'L'/ bendin 'b'or deflection'd Width(ft.) 1 &2 Span 3 Span 4 Span Max. Width(ft.) 1 &2 Span 3 Span 4 Span Max Cantilever Cantilever 5 5'-1" d 6'-3" d 6'-4" d 0'-11" d 5 5'4" d 6'-7" d 6'-9" d 1'-0" d 6 4'-9" d 5-10" d 5-11" b 0'-11" d 6 5-0" d 6-3" d 6-4" d 0'-11" d 7 4'-0" d 5-7" d V-6" b 0'-10" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 64" b 5'-1" b 0'-10" d 8 4'-T' d 6-8" d 64" b 0'-10" d 9 4'-2" d F-O" b 4'-10" b 0'-10" d 9 4'S" d 5'5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-9" d 10 4'3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 12 T-9" d 4'-4" b 4'-2" b 0'-9" d 12 T-11" d 4'-9" b 4'-T' b 0'-9" d 3"x 2"x 0.045" 3"x 2"x 0.070" Load Max.Span'L'I(bendin 'b'or deflection'dj Load Max.Span V/(bendin 'b'or deflection'd') Width(ft.) 1&2 Span 3 Span 4 Span M� Width(ft.) i &2 Span 3 Span 4 Span Cantilever Cantilever 5 5'-8" d 7'-1" d 7'-2" d 1'-1" d 5 6'-5" d T-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'$" d 6'-9" d 1'-0" d 6 6%0" d 7'5" d T-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-4" b 0'-11" d 7 6-9" d 7'-1" d T-3" d 1'-1" d 8 4'-11" d 6'-0" d 5'-11" b 0'-11" d 8 5-0" d V-9" d VA V d I 1'-1" d 9 4'3" d 5'4" b 5'-7" b 0'-11" d 9 5'-3" d 6'-0" d 6-S" b 1'-0" d 10 4'-0" d 5'-6" b 5'-3" b 0'-10" d 10 VA" d 6'3" d 6'-2" b 0'-11" d 11 4'-5" d 5'-2" b 5%0" b 0'-10" d 11 4'-11" d 6-1" d 5'-11" b 0'-11" d 12 4'4" d 4'-11" b 4'-10" b 0'-10" d 12 4'-9" d 5'-10" b 5'-8" b 0'-11" d 2"x 3"x 0.045" 2"x 4"x 0.050" Load Max.Span'L'1 bendin 'b'or deflection'dj Load Max.Span'L'/ bending'b'or deflection'd') Width(ft.) &2 Span 3 Span 4 Span Max. Width(ft.) i &2 Span 3 Span 4 Span Max. r Cantilever Cantileve 5 7'-1" d 8'-9" d 8'-0" b 1'-4" d 5 9'-2" d 11'-4" d 11'-2" b 1'-9" d 6 6%8" d 8'-3" d 7'-11" b 1'-3" d 6 8'-8" d 10'-7" b 10'-3" b 1'-8" d 7 6'-4" d 7'-8" b T-5" b 1'-3" d 7 8'-2" d 9'4" b 9'-5" b 1'-7" d 8 6-1" d 7'-2" b 6-11" b 1'-2" d 8 T-10" d 9'-2" b 8'-10" b V-6" d 9 5'-10" d 6'-9" b 6'-0" b 1'-1" d 9 7'-6" d 8'4" b 8'-4" b 1'-5" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 T-3" d 8'-2" b 7'-11" b 1'5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-0" d 11 6'-11" b 7'-10" b 7'-7" b 1'4" d 12 5'-3" b 5'-10" b 1 5'3" b F 1'-0" d 12 6'-8" b T-6" b 7'-3" b d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4T74 Fax#: (386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRr17EN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS f/1 m m U)Ln In O) c-0)N mm M Ln Ln O tiQ N mm LL7 u7 u70)ti d)� m m 1n Ln Ln 0)1-07 O C > V to c0Oti0r G > V Nco cD r.-co C > �'LncDCO t-co C V'cA cO CO I-co y O y *y c 1�?1�1 oo� `m gQQ4�44 01 (co Q��?�94R g00000c? Z U v v v c v-T U v v v'c"v v-IT U v v e v v v c p U c v v v v v J MhN (n MO 'O `l6 M r-C4 Lo M0 13 2b MIEN V c0 V 10Mf�N �aOV d .6 N N M� t o co N O N N M M�In O N N M M V S O N N M M M S p 0 O O O O C _ D CLin:- a �q ��cEvo)Ehoa)En� �� cgigrnEh �E0 p�EDinin �i�cvo) Q W ti<D inM�T W 07 �CO� Ch CV W NNr'D'0�tn ILLI yCO NNN_1 007r F-- 0 r r� 0 yr rrrr y rr r N r 0 M�Nc�rr (17M O O MrN 0M O 0 10 Cnf-- Al-V r O `�MI�N V a0 V r N N M C'7 -T(n cD O N N M M cn cc, NNM M V Ln 0: O N N M M M V ([) .y �M 07 to(V OM Gill MC? 1� �in y Cin C�L-rN CV 7 0 OCL CD hin in C7N� 'p 070 cD C0 Ln C`)N y V NGaD IACD ro 1�Ln C7 N SCO 0 y r r r r r r r 0 y r r r r r r r y N N N r r r r 0 y N N N N N r r Z g _ 05 y� op Mt-0) (nM0 eis MNN In MO o6 t�Ml- NQovO a8MhN caoa 'O 'O y�L[7 cD N N MM M�cD NNM MM V ON C11 )nO to ONNM y l0 b L4 V)N O O co N O , - aJ cigr7coino)oti —U`90a2o)in�go?aq� �yU`02i��r�b)o) �q r (n (D in CV fV {O 0 1-CD Ln E7 CV 0 N O7 aJ r 0 in M N N N N M O d 7 b r y r b b M O E t0 f•O N M (D O N 12 >D N a D N M(D O V Lo N e D N M(D 0 c) L `�f`m N M c D O V M y O r r N N N co It 0 O r r N N N M M y O r r N N N M M yQ O r r N N N M M L) -e C NND) a)1 (V G7'Q�G q 1�.-e-Orm C.) it N ICj 8 �abr� �N07 p � M IL oink N7n)E �EoE) r y oa)� (DV M N r N y N N rN N N N N r U y M N N N N N N L - r t Nc r O L6 O O Q �r 0 04 04 N M CO ~0 N N N M Q r O F+N N M M Q �r m N N N M M N LL b M 0 0 q.CV N Cb M Z f'?Y O)I;. 1�' ca Q(h o�_'.( 0 b 'T Ci �R O) CDm f` C'J(V O m c0r cD E m f-V V C14 E - zo L-Ln N .!�l O N N N r r y N N N N N N� O y M M N N N N N 0or: y c V N r r r r r y rr 12 h.ON M(0[004 G t-0c�Mcc ON G �ti O NM top C :at-cON Mcc0 -T C\1 CA NMR � rrN NNM V OrrNN NM[7 y Orr" NNMM LC a N 0 - - ®C'4 O a N - ' fA 0r GCV Lt�O in c(�GV N y �CQr —. 'q M�lT M- GO cR 0? in CV f i �-O 0) E0 0 in N O O-00 Co L 0 ir) Ln V N O t- 0 1-Ln�'M O 3 0 L' CC NNr (q.N N NN Or 'A N NNN N ata rrr= r1 rrrr r o d a m 0 'O M V O N N 0 >�M V(]t:N N N N N N '6 M V I S ~N N co N + D_' Or rrr 0 rrrr Or rrr Orrr r CO md'cr�?9c4 o� �� 'cm: oQ��inr7 �`*cr)inigo)yi�� ° `r'ci i-MM0)M 3 M V�Y o ME7:-ornao�Y o (n(nNNpmEOY o O (b Er) Y O W) om Z.f. m mN (� bNNNN r r(, yN NNNNrr V y MM NN NNN(�� yco MMNNN 3 Q O f/) �(/j 0 0 o a + .�J f J N m L L v N Q M C't`t`N N N N O :DMV ~O M c D N G a M V (�1�0 M c o G :0 M C f� f-O Cl)f D ..5 C rN NNN 0 O r r r :N NNN 0 O r r r r N N.N (C QO-0W� or rr W2 or 2 O 2 0 3 m 0 3 dM G0)��NOO(D 3 bM C'O��0��0 3 yM C u7�com INq� 3 M W�m;'to Q1�O pG to _ d0. Om I� ty O (D Chr O� L j ON mi--ccv d 7 ' LD&4 �I-O U) C 2'C.O.� yN NN NNrr G.O.. yNNC" G MMM NNN NN G yMMM MNNN O 7 II d OZ MVI-t-OM CD ; M V t-I�OM cD M V I-t-OMOM V ti ti OMtD L O O a0tfl Wr rNNN Dy �r rNNN Oy W r rNNN Dy �r rNNN y 0 � CN O =O rr a ON Or rr_ Q' O N O r > d O CN(O CQTrW O OE mOOrOO��rN Ln 2n6 Z? CV 0rrr(V t--CA bNN0o7 hc0�pOr La NNN0C7)`�O y ON NZO NNN NOVO b(047M NNN NN N n N M O r r O r 0 O R L a� X X c h V x p7 N X N V N e6 'O Qy1 a6 0 C G x000 M O O G G a 000M Or O� C G x000 C1 O r O �9 0 C O OrN N M N� O LLO r NNM N O O r N N M (n O O rN N M Ln DO MrirrrrM Ln X3N�r r�r'-fir X3N�2r raa- C 3N �lrrrc-i-ar yF- O f- M e (n ra Z r a Lawrence E. Bennett, P.E. FL # 16644 10METRLS USRT"" CIVIL &STRUCTURAL ENGINEERING Bui 1 di ng Products L.P. P.O.Box 214368:South Daytona,R 32121 7815 American Way, Grovel and, FL 34736 Telephone#: (386)767-4774 Fax#! (386)7676556 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 Email: lebpe@bensouth.net TOLL FREE: 1-800-342-9077 bkaufmannLametalsusa.com PAGE © COPYRIGHT 2006 7-46 NOT TO BE REPRODUCED IN WHOLE OR IN PART WfTHOUT THE WRfTTEN PERMISSION OF LAWRENCE E.BENNETf,P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4)1/4"x 4" LAG BOLTS W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.C.ALONG SIDES — — — HEADER ATTACHED TO POST 2"x 2" OR 2"x 3"HOLLOW _ I W/MIN. (3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES GIRT AND KICK PLATE 2"x 2" �f 2"x 2", 2"x 3"OR 3"x 2" HOLLOW RAIL I HOLLOW(SEE SPAN TABLES) I I FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3)#10 x 1/2"S.M.S.IN SCREW BOSSES 1"x 2"OPEN BACK BOTTOM POST ATTACHED TO BOTTOM I RAIL W/MIN. (3)#10 x 1-1/2" S.M.S. IN SCREW BOSSES 1/4"x 2-1/4" MASONRY a a ANCHOR @ 6"FROM EACH 9. POST AND 24"O.C. (MAX.) a a TYPICAL UPRIGHT DETAIL SCALE:3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)7674774 Fax#: (386)767-6556 Email: lebpe@bellsouthnet © PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WfTHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3A-7 SECT40N 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: (2)#10 x 1-1/2"S.M.S. THROUGH SPLINE GROOVES EDGE BEAM J T"--rr � SIDE WALL HEADER 1"x 2"OPEN BACK ATTACHED ATTACHED TO 1"x 2"OPEN TO FRONT POST Wl I BACK W/MIN.(2)#10 x 1-1/2" #10 x 1-1/2"S.M.S.MAX.6" S.M.S. FROM EACH END OF POST AND 24"O.C. SIDE WALL GIRT ATTACHED TO 1"x 2"OPEN BACK W/MIN.(3) #10 x 1-1/2"S.M.S. IN SCREW BOSSES ® I FRONT WALL GIRT I II I II I FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/1/4"x 2-1/4" 1"x 2"OPEN BACK ATTACHED CONCRETE/MASONRY TO FRONT POST W/ ANCHORS @ 6"FROM EACH #10 x 1-1/2"S.M.S.MAX.6" POST AND 24"O.C. MAX.AND FROM EACH END OF POST WALLS MIN. 1"FROM EDGE OF AND 24"O.C. 1" ki CONCRETE MIN. TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214366,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)76765.56 Email: leb pe@ bel Is ouch net PAGE © COPYRIGHT 2D06 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. Florida Building Code Online Page 1 of 1 Community Affairsi BCIS Home Log In ' Hot Topics Submit Surcharge Stats&Facts Publications ',' FBC Staff BCIS Site Map Links Search € yyy���� Product Approval N USER: Public User Qdl• Affairs product_Approval_Menu > Product_or Application Search > Application List Search Criteria Refine Search Code Version 2004 FL# 1779 • >- Application Type ALL Product Manufacturer ALL w Category ALL Subcategory ALL Application Status ALL Compliance Method ALL I® Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FLA Type Manufacturer Validated By Status F.L1779-R_1 Revision Metals USA Building Products Thomas C. Williams, P.E. Approved H_isto.rx Category: Roofing (386) 427-8431 Subcategory: Other DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 ©2000-2005 The State of Florida. All rights reserved. copyright and Disclaimer Product Approval Accepts: ® eCtx�i: YRr157pn,« A,rYROY� YE RIFV� http://www.floridabuilding.org/pr/pr_app_lst.aspx 3/31/2008 Florida Building Code Online Page 1 of 3 Community Affairsi BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff E BCIS Site Map Links Search go Product Approval USER: Public User communitv AffairSProduct-ApprovalMenu> Product_or Application Search > Application_List> Application Detail FL # FL1779-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived Joao ' Product Manufacturer Metals USA Building Products Address/Phone/Email 7815 American Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.com Authorized Signature bill kaufmann bkaufmann @metalsusa.corn Technical Representative Bill Kaufmann Address/Phone/Email 7815 american Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Other Other Subcategory patio-crprt-screenrm Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who LAWRENCE E. BENNETT developed the Evaluation Report Florida License AR- 16644 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HoQj xpTByctB... 3/31/2008 Florida Building Code Online Page 2 of 3 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date Validated By Thomas C. Williams, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ACCEPTED ENGINEERING PRACTICE 2004 ALUMINUM DESIGN MANUAL 2003 ASCE 7 2002 ASCE 7 1998 ASTM 8209 2004 F.B.C. 2004 Equivalence of Product Standards Certified By Sections from the Code ch 20 & ch 16 Product Approval Method Method 2 Option B Date Submitted 09/23/2005 Date Validated 09/23/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/11/2005 -_____----------_..__......._..._.W............-..._.._..._.___._.W..........._. Summary of Products FL # Model, Number or Name Description 1779.1 1-1/4" x 12" riser pan aluminum panels used in engineered mobile x .024", or 030" home roofover systems, sheds, canopies, awnings. Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- PTID 1779 R1 T 02ALPANS pdf092305.pdf Other: Outdoor patio products. See engineering PTID 1779 R1 T certif of indep 092305.pdf sheets for spans. PTID 1779.-_R1,-..T_FL._177-9 R— EVALLETTER 092305..pdf PTID 1779_R1 T_ris..erpanroofinstallation.11.pdf PTID 1779 R1 T riserpanroofinstallation2.odf 11 Created by Independent Third Party: 1779.2 3" x 12" riser pan x .024" aluminum panels used in residential or and .030" commercial applications of engineered mobile home roofover systems,carports, screen rooms, http://www.floridabuilding.org/pr/pr app—dtl.aspx?param=wGEVXQwtDqs%2bbt23mL8HoQjxpTByctB... 3/31/2008 Florida Building Code Online Page 3 of 3 Lpatio covers, awnings, canopies, walkway covers,) and sheds. Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Outdoor patio products. See engineering sheets for span limitations. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida.All rights reserved.Coovriaht and Disclaimer Product Approval Accepts: '1hri5iTa n Srcur�d veR�ry R http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2bbt23mL8HoQj xpTByctB... 3/31/2008 a = a y 2.SPIT :s 1l - ply' VMIES Xm rn 11 All J a o o 4 o z� i vm F9 � wm a 3 m 5 � S o e e v ga �Sa ia15�'ng's's $ 39gN t «_ E c+ 6 i 5 • la ti 3 g 3 >i 9}S Ytl a in 13g a 3gagBB € g y3 �i� a 6 css=u�n�i ig'ai $ g aicsYanns -g pp ¢¢ g � SS YaaBlnn'e 4 9;> t L tlS b f Ir $B a::Y 9Y5ia� � lY P ' sasyaas-' o � 9 0 ......_..._......._y........................................................... ......_._—_.......... U ....._.........._-._.._............................................. _ Lawrence E.Bennett,P.E. 1 m -_ i3 'r,�`- CIVIL ENGINEER-DEVELOPMENT CONSULTANT ALUMINUM ROOF PANELS I P.O.BOX 4368 SOUTH DAYTON&FL 32121 Building Products L.P. T TELEPHONE(3e6)76r�n4 PRODUCT APPROVAL#1779 a ms t:()S2)]�]-]]k.1N w::(M)I)9-1011 FAX(386)767-0566 :1-2 2-f077 Gkn:Irn�tblfuu.ts LAWRENCE E. BENNETT, P. E. CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, S. Daytona, Fl 32121 Phone# 386-767-4774 Fax# 386-767-6556 e-mail lebpe@bellsouth.net September 20, 2005 State of Florida, Department of Community Affairs Codes and Standards Section 2555 Shumard Oaks Blvd. Tallahassee, FL 32399-2100 Re: Certification of Independence Dear Sirs, In conformance with Rule 9B.72.110, F.A.C., "Criteria for Certification of Independence". I hereby certify that I am a registered Professional Engineer in the State of Florida as well as 23 other States. My Florida license # is 16644. 1 am a sole proprietor of my Civil/Structural Firm and operate as an individual Consulting Firm. In my work performing any evaluation for any Company, I have not nor will I acquire a financial interest in any company manufacturing or distributing products of the reports, which I prepare. In my work performing an evaluation, I do not have, nor will I acquire a financial interest in any other entity involved in the approval process of the product. I trust that this is sufficient for the Florida Building Commission's requirements. If there are any questions about this Certification of Independence or any additional information is required please advise me. Sincerely, t111tt Ituj V/;,,,i friNAL.' /411t111ltt Lawrence E. Bennett, P.E., Fl # 16644 File: 05crt-indpd-ltr LAWRENCE E. BENNETT, P. E. CIVIL & STRUCTURAL ENGINEERING P. O. BOX 214368 SOUTH DAYTONA, FLORIDA 32121 PHONE # (386) 767-4774 Fax #: (386)-767-2623 E-mail lebpe@bellsouth.net September 20, 2005 Re: Roll Formed Pan Evaluation for Metals USA Building Products Southeast, Inc. 7815 American way Groveland, Fl 34736 Submitted for Statewide Product Approval # FL-1779 Roof Panel Calculation Method Statement The method used to determine a panel's the properties is ASTM E-1592 Protocol. The load test for three panels that have a break point load within 15% of each other are averaged. The loads selected are at L/180 and the results of the longest panels tested. A simple beam formula is used to calculate the panels effective IxE values. The test used for analysis were test that I supervised and directed and performed on pans manufactured by Metals USA Building Products Southeast, Inc.. I verified the pan material hardness (alloy) and thickness of each panel prior to each test. The series of test on various pan thickness and shapes was performed to determine effective values of Ix. The test demonstrated that the panels deflected below 1/60 without failure. The calculated Ix values were compared to theoretical values calculated by AUTOCAD. Since the values of Sx are dual in nature because of the U shape of the panels Ix is used for the table calculations. For those panels not tested, a multiplier for theoretical to effective value was determined using the test pan data of a similar size and shape. The summary of the test analysis and calculated values is attached. Values of IxE are used in the span table formulas to produce allowable spans at different beam support conditions. Formulas are as follows: 1. One and two span: Deflection = 0.0 1 30x(W/12)xL^4/ExI. 2. Three span: Deflection = 0.0069x(W/12)xL^4/EI. 3. Four span: Deflection = 0.0065x(W/1 2)xL^4/EI. The deflection limit was set at 1/85 for all panels. 1 of 2 As defined by the Florida Building Code, roof panels are Components and Cladding as well as roof support members. Thus the design loads selected are those of Components and Cladding. An evaluation program is added to check the panel effective wind area (A = L^2/3) produced by each load and if the effective wind area of the panel exceeds that of the design load the panel can be checked for a higher effective wind are and its load until the produced effective wind area is most closely matched. The span tables from the lotus spread sheets with the design loads are attached. The "in-house" test results, design methodology, and supporting data were used for this project and are retained in my office. All work for Metals USA Building Products Southeast, Inc. has been designed to be in compliance with the 2004 Florida Building Code. Sincerely, s 9Q STATE OF i�,fil s`lNAi.O�\\`- ,//]/llis ltl10 Lawrence E. Bennett, P.E. Fl #16644 File: MTLS-p-apprvl.doc 2 of 2 DESCRIPTION WALL HARDNESS in^4 CALCULATED TESTED/EFF. PERCENT ---------------------------------------------------- ---------------------------------------------------- 2 or 5 RIB---------------------------------------------------------------------------------------------------------------------- 1-1/4"x 0.026"* 0.0225" 3105 H-14 0.053 0.535x 10^6 0.439x 10 6 82.0% 1-1/4"x 0.031" 0.0275" 3105 H-14 0.0643 0.649x 10'6 0.584x 10 6 90.0% 1-1/4"x 0.032"* 0.0285" 3105 H-14 0.066 0.667x 10^6 0.600x 10 6 90.0% 1-1/4"x 0.050"* 0.0455" 3105 H-14 0.105 1.06lx 10^6 0.955x 10 6 90.0% 2 or 5 RIB----------------------------------------------------------------------------------------------------------------------- 1-1/2"x 0.026" 0.0225" 3105 H-14 0.088 0.889x 10^6 0.800x 10 6 90.0% 1-1/2"x 0.032" 0.0285" 3105 H-14 0.110 1.111x 10^6 0.999x 10 6 90.0% 1-1/2"x 0.050" 0.0455" 3105 H-14 0.176 1.776x 10^6 1.598x 10 6 90.0% CLEATED------------------------------------------------------------------------------------------------------------------------ 1-3/4"x 0.026" 0.0225" 3105 H-14 0.088 0.889x 10^6 0.836x 10 6 90.0% 1-3/4"x 0.032" 0.0285" 3105 H-14 0.110 1.111x 10^6 1.044x 10 6 90.0% 1-3/4"x 0.050" 0.0455" 3105 H-14 0.176 1.776x 10-6 1.67 lx 10 6 90.0% 2 or 5 RIB----------------------------------------------------------------------------------------------------------------------- 3"x 0.026" 0.0225" 3105 H-14 0.537 5.424x 10-6 4.393x 10 6 90.0% 3"x 0.031"* 0.0275" 3105 H-14 0.657 6.636x 10^6 5.849x 10 6 88.0% 3"x 0.032" 0.0285" 3105 H-14 0.676 6.828x 10^6 6.145x 10 6 90.0% 3"x 0.050"* 0.0455" 3105 H-14 1.080 10.800x 10^6 9.720x 10^6 90.0% 2 or 5 RIB----------------------------------------------------------------------------------------------------------------------- 3"x 0.026"* 0.0225" 3105 H-28 0.537 5.424x 10^6 5.017x 10-6 92.5% 3"x 0.032"* 0.0285" 3105 H-28 0.676 6.828x 10^6 6.316x 10^6 92.5% 3"x 0.050" 0.0455" 3105 H-28 1.080 10.908x 10-6 10.157x 10^6 92.5% * DENOTES ITEMS TESTED * 3105 H-14 OR H-25 ALUMINUM. THICKNESSES LISTED ARE NOMINAL. STANDARD TOLERANCES & PAINT WERE SUBTRACTED TO DETERMINE PROPERTIES. 1 of 1 i E-EMITHIS U S H BUILDING PRODUCTS ALUMINUM RISER PAN ROOF INSTALLATION INSTRUCTIONS • INSTALLING EXTRUDED HEADER TO FASCIA BOARD 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER. 2. (2) TWO#10 X 1-1/2"SMS OR WOOD SCREWS PER RAFTER OR TRUSS TAIL OR ALTERNATE METHOD: #10 X 3/4"SMS OR WOOD SCREW SPACED @ 12" O.C.. 3. FLASHING IS OPTIONAL ON ALL APPLICATIONS Shingle OVER4TYPEOOF �Og'Hea House Fascia�� Roof F • INSTALLING EXTRUDED HEADER TO WALL OF HOST STRUCTURE 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER 2. FOR MASONRY USE MINIMUM 1/a" X 1-1/4"MASONRY ANCHOR OR EQUAL @ 24" O.C. 3. FOR WOOD USE#10 X 1-1/2"SMS OR WOOD SCREWS @ 24" O.C.. • INSTALLING ROLLFORMED OR BREAK FORMED HEADER TO WALL OF HOST STRUCTURE OR TO FASCIA BOARD 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER. 2. (2) TWO#10 X 1-1/2" SMS OR WOOD SCREWS PER RAFTER OR TRUSS TAIL OR ALTERNATE METHOD: # 10 X 1" SMS OR WOOD SCREWS @ 6"O.C. STAGGEREDTOP BOTTOM. FOR MASONRY USE MINIMUM 1/a"X 1-1/4"MASONRY ANCHOR OR EQUAL @ 24"O.C.. Dr Drip age OVERHANG TYPE ROOF �N.9 Flashing wao.. Plywood ..,,.,...,.• xt2 <£ ceder FtssMad Screws M x i (Flashing Optional on ell Hexhead — Screws applications) i • RISER PAN ROOF ATTACHMENT 1. ROOF RISER PANS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X'/z" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/�" WASHER UPWARD THROUGH THE BOTTOM OF HEADER. ALL SCREWS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. 2. FLASHING IS OPTIONAL ON ALL APPLICATIONS. 3. ALTERNATE: THE PANS MAY BE ANCHORED THROUGH BOXED END WITH (3) EACH #8 X 1" . 4. PAN RISERS SHALL RECEIVE (1) EACH#8 X 1/z" SCREW EACH THROUGH THE TOP SIDE OF HEADER DOWN INTO THE RISER. 5. #8 X 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR *8 X 112" S.M.S.. 6. ROOF RISER PANS SHALL BE ATTACHED TO THE SUPPORTING BEAM WITH (3) EACH#8 X'/a" S.M.S. PER 12" PAN W/3/a" ALUMINUM PAN WASHER. 7. WHEN ATTACHING TO WOOD SUPPORT BEAM OR WOOD PLATES, SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1". 8. CAULK ALL EXPOSED SCREW HEADS AND FASTENERS. 9. FASTENERS BASED UP TO 123 MPH. USE THE FOLLOWING FOR APPROPRIATE WIND ZONES: 130mph = #10 140mph = #12 150mph =#12 Header • Roof Pan #8 X 1/2" S.M.S. HouseFascia- --_ #8 x 1/2" s.m.s. CITY OF ATLATIMC BEACH PERMIT BUILDING/ ZONING DEP NT APPLICATION o00 Seminole Road •.A= V Atlantic Beach,Florida 32233 rJFil�r (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: '` T Y N PLANNING Property Address: `T 1 `�,I k' Jh r'V ]4n ill z B ING N PUBLIC WORKS Applicmt; .I x.rY rn A rrj r) dl n 0 Y N . PUBLIC UTILITIES r�/ Y N FIRE DEPT. Project: d (�rt f N /C 4 0 Imo! Y N PUBLIC SAFETY -APPROVAL w C) REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w Y N D.E.P HUFSTETLER ¢� Y N S.J.R.W.M. CARPER _Lu Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS _ CIRCLE ONE: SITE BUILDING DA AP ED BY: INITIAL: DATE: ® ® 1 ST REV ® ` Q —(J 3 NNING ING ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV r o It - oocx> 7 %. CITY OF ATLANTIC BEACH Ovpp I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247.5826•FAX NO.:(904)2475845 BUILDING-DEPT@COAB.US • 1, ' BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 13.SQ.FT.UNDER ROOF 4.LEGAL DESCRIPTI 5.CLASS OF WORK: USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT BLOCK SUB DIVISION .0 6.(" �;G _,-c C' C3 ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: l /� �-�- REPAIR + ❑POOL/SPA ❑YES ❑N/A IZ k., 5--�� ';"Z ©.i.J� r-�f" �5� ❑MOVE ❑OTHER 1❑NO PROPIEKIFY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: �'9.NAME: M 15.COMPANY NAME: 23.COMPANY NAME L- : ar�,wt)l5 X400 101/ `` r 1NAME: 24.LICENSEE NAME: I,I��IC I 'O�sSc� 10.ADDRESS: 17.STATE OF FLORIDA I ICENSE NO.: 25.STATE OF FLORIDA LICENSE NO. 18.ADDRESS�Z26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: a .OFFICE PHONE: 0.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: ELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME: 33,NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 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: * YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR Qf Agent,Power of Attomey or oy ter Required) (Qualifier Only) SignedrDate: / L' - Signed: Date: "Ll OJ r ' Before�me'this d 3 C 2007 int county of Before met is 0`) 2007 in the county of Duval, ate orida,has personally appeared Duv , ate of Florida,ha rsonally eared R.B.DUERTiN In by himself/herself and affirm stt4io a he ir'n hiFllself ftlE�rself and affirms th�fA�{I tements a e are true and accurate. ♦ EXPIRES:C)ctobar 28, true and accurate. +°:" t �' � --SM". g. \q� C d Thru Budget Notary SOFA MY COMMISSION#DD 710466 Notary Public at Large,State of �rEOFF�� County of Notary Public at Large,State of * eo fofffps-odnbpr 9R 9011 BOlided Thru B'v Notary ❑Personally Known ❑Personally Known �1q \oP $erVICBS ❑Produced Identification- ❑Produced Identification- -,OF Notary Signature: Notary Signature: COAB FORM BLDG01:REVISED:1/10/2008 MAP OF BOUNDARY SURVEY DESCRIPTION: LOT 360 OF "SECTION NO. 3 SAL TRIP" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. \ u1 \ <... _ \ q ... fib• .`'r.a'•.• G••:r;r:. p ....... ,h ya ::iiir:.. \ 9 gym. \ OS p0 \ F O r4 a_ Y \ r F A SCREEA D 014� SURVEY NOTES: /1 PLAT SHOWS NO BEARINGS OR ANGLES. THEREFORE BEARINGS ARE ASSUMED FOR ANGLE DEFINITION ONLY ON THE NORTHWESTERLY LINE OF LOT 350 BEING N50.15'37•E. CERTIFIED TO AND FOR THE 12 UNDERGROUND UTILITIES, FOUNDATIONS OR OTHER EXCLUSIVE BENEFIT OF: IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY. VYSTAR TITLE AGENCY /3 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRST AMERICAN TITLE INSURANCE COMPANY FIRM MAP PANEL NO. 120075 0001 D, EFFECTIVE 04/17/89, VYSTAR CREDIT UNION THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE •A'. LORENE R. MARCHIOLI AKA LORENE MARCHIOLI t4 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, TITLE SEARCH, TITLE OPINION OR TITLE INSURANCE. STREET ADDRESS: /5 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF 414 SHERRY DRIVE AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE. ATLANTIC BEACH, FL /6 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE. nWALE: 1 " = 30 ' /7 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH ARE NOT SH cv ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC RECORDS OF SAID COUNTY. uo 08 THIS SURVEY DOES NOT GUARANTEE OWNERSHIP. o !9 TEMPORARY, NON-PERMANENT IMPROVEMENTS AND/OR MAN-MADE ITEMS i SUCH AS, BUT NOT LIMITED TO THE FOLLOWING; BUILDING MATERIAL, 0n STORAGE PODS, PAVER BLOCKS, RUBBERMAID OR PLASTIC UTILITY BUILDINGS NOT ON FOUNDATIONS, VEHICLES ON BLOCKS MAY BE ON THIS PROPERTY BUT NOT LOCATED OR SHOWN. 0 i10 LEGAL DESCRIPTION PROVIDED BY CLIENT. / L✓ U U) 711 PLAT PROVIDES NO DIMENSIONS ON LOTS TO BLOCK CORNER. CLYDE 0. VAN'KLEEC NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON FLORIDA REGISTERED SURVEYOR AND MAP N0. 2546 BENEFIT OR RELIANCE BY ANY OTHER PARTY IS MICHAEL C. FLYNN m THE FACE THEREOF. ANY OTHER USE, o STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE FLORIDA REGISTERED SURVEYOR AND MAPPER NO. 3281 RIGHTSCERTIFIOF ANY OTHERYDISCLAIMS INDIVIDUAL ORYFIRMETOLUSEILITY THIS SUURRVEY, WITHOUT HEREBY ICTS EXPRESS E EXPRESS MRITTEN CONSENT OF THE NOT VALID WITHOUT THE SIGNATURE & THE ORIGINAL RAISED SURVEYOR. � SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. D O S � F.C.M. - FOUND CONCRETE MONUMENT C.m. - CONCRETE MONUMENT SEC- SECTION FEN - FENCE OHE -OVERHEAD ELECTRIC L F.I.R.C. - FOUND IRON ROD AND CAP P.T. - POINT OF TANGENCY TWP- TOWNSHIP CLO - CLEAR C.L.F.-CHAIN LINK FENCE F.I.R. - FOUND IRON ROD P.C. - POINT OF CURVATURE RGE- RANGE FND - FOUND M.F. -W000 FENCE i F.I.P. - FOUND IRON PIPE U.E. - UTITLITY EASEMENT P.I. - POINT OF INTERSECTION (P) - PLAT c.B.-CHORD BEARING L S.I.R.C. - SET IRON ROD AND CAP D.E. - DRAINAGE EASEMENT A/C - AIR CONDITIONING UNIT EL - ELEVATION N.M.- NATER METER F.N&D - FOUND NAIL AND DISK C 6 G - CURB 6 GUTTER NTS - NOT TO SCALE CONC.- CONCRETE M.P.- HOOD POLE L (M) - FIELD MEASUREMENT R/M - RIGHT OF WAY (PR) - PROPOSED ESMT - EASEMENT P 6 M- PLAT& MEASURED a (C) - CALCULATED MEASUREMENT C/L - CENTERLINE (E) - EXISTING COR - CORNER M/H- MANHOLE PROJECT INFORMATION FIELD SURVEY DATE FIRST COAST LAND ORDER NO: 16152 PLOT PLAN �+ z BOUNDARY 1-16-2008 SURVEYING, INV. DRAWN BY: MCF FORMBOARD REVIEWED BY: TNP 1639 LANE AVE. S. SUITE 106, JACKSONVILLE, FL.32210 J CHECKED BY: VAN FOUNDATION PHONE (904) 779-2062 FAX (904) 779-7784 FINAL CERTIFICATE N0. LB 7261 HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should any form of temperature control system be added to a Category I, 11, or III Sunroom or the removal of the doors separating any Category I thru IV Sunroom from the host structure occur, the room shall become non-compliant and must comply fully with all of the requirements for habitable/conditioned spaces as mandated by the Florida Building Code, The Florida Model Energy Code and State Statutes. OWNER 1 havead thi complete form and understand that I arrreceiving a Category I Sunroom(I-V) Printed Nam (f) Address Signed: Date: Before me thisT�.re y of in the County of Duval,State of Floncia,has personally appeared / herein by himself/herself and affirms all statements and declarations hereind accurate. J/ r����'P`.; , R.B.GUERTIN Notary Public arge,State of ` ,G'currr We* COMMISSION k DD 710466 Personally,. now •_or P d Identification El EXPIRES:WOW 26,2011 1 D Type ' nded Thru Budget Notary Services Sunroom and Screen Enclosure Requirements Category I II III IV V Habitable Space No No No Yes Yes Foundation Walls<200pif can Walls<200plf can Walls<200plf can Walls<200plf can Walls<200plf have 8"Wx12"D ftg have 8"Wx12"D ftg have 8"Wx12"D ftg have 8"Wx12"D ftg can have or 3-1/2"slab if no or 3-1/2"slab if no or 3-1/2"slab if no 8"Wx12"D ftg concentrated load concentrated load concentrated load >7501b >750Ib >7501b Exit Lighting Not Required Required Required Required Required Interior Electric Not Required Not Required Not Required Required Required Outlets Emergency Egress from exist. Egress and Exit Egress and Exit Egress and Exit Egress and Escape structure allowed if must meet code must meet code. must meet code. Exit must Openings open to atmosphere Other resistance Other resistance meet code. or considered requirements for requirements for Other screen enclosure forced entry,air forced entry, air resistance and has screen leakage and water leakage and water requirements door leading away penetration also penetration also for forced from residence. apply. apply, entry, air leakage and water penetration also apply. Misc.Window Host structure Removable Removable Host structure Host structure and Door windows/doors windows allowed in windows allowed in windows&doors windows& Requirements shall not be sunroom. Host sunroom. Host shall not be doors may be removed. structure structure removed. removed. windows/doors windows/doors shall not be shall not be removed. removed. Wind Borne Debris Opening Not Required Not Required Not Required Required Required Protection Energy Sheets Not Required Not Required Not Required Required Required f r t f OM WITH A SOLID ROOF-gcrecpod or Eaclosod do 2004 Edition by LAwrence B.Bennet,,F.E. pATI'0 R0 Manual Flarids Building CA , lWerenca; Aluminum Structure Design , 5 of Cuatona surroundings,Inc. D.celgner S6L Owner, c-�l QL )obslts A � r � Wind sone: mph.. Contractor r Lon Ft. by Projection: r i ' Q ' — Overfiang an Host Structure: Attached Alumintun Cover'(Clear)Spens: 1 l� r Room Haight nt.Roof Attachrnent: ,and.at Roof Boaring•V►rall: ' Saction 7,'fable 7.1 A)Q..nf P►nel$OICCtiOrt.(for Standard 3 "or or Compoaita Paris Per „Riser by:l2"wide by:.._ 026`.or,1<.43Z" bj qep by 31.0531Amoy Psnal Oea OR+ �"industry.Standard.Cotnposito Panel Roof with_+0?4" or .D30" Skin(Be*Page 01� Other S`pocialty Panels,par` B). ) No _._. _._ ' (per Section 2 Table 3.1., , Spacing" Span— Member Salocted" (per Section 3;Table 3.1.x,Pages C)ta.�ta� Ream st�Roof Bcarin� � � 1Ft. Tributary Load Width.('/Span•+0vM1=9)-" $ Pt. Round up to Select Extrusion: - XWith Maximum Allowable(tabular)Span Of. (d D)Columns(PQats ll�rivhf�l in?Zoof�oari (per SSdetion3,Table!.2ae,Page Typical Spacing end Load Width Ft. .itouaded to Naerast Tabular'Valua of .' - �'J° Salocfad.and Using: Wall Helgtit; and Post Span tlrrria6 tzNOAt-B ng Wall_: '(per Socdon 3,'Tablo 3.2.x,Page_______, Mark(P l)-Width of, by height and span oil , Solacicd/Using Msrk'{P2)-Width of by.beight and spam ot ,Selected I Using = Fj dell Horimntnta l5econdary Screen Wail M4mbl: (per Soction 1,Table 3.2.x,Page_) (NOTE; MWmiun vertical spacing of wail horizontals (aYa gid) 7 0 ) t V _Ft, tieing ,?Jf2Hollowor_ ()Holght(from Bolo plste)�Ft Load Width span Spm Ft. Using 2X2 Hollow or 2)Height(from solo plate) IFtUOad Width E' -- ----- G)�iarrllaR0at�4 foments; R-Aterior Corners/Intcrsaction of Bearing and Non$oaring wails' 2X2 Hollow and 1X2 OB (composite 2X3) SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM (SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME rT- PANS OR PANELS H ' ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST 0 �4R�FS JPS\ TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE_ N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) H 0 VgR��s P TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe @bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3A-1 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A 1"x 2"TOP RAILS FOR SIDE WALLS WITH MAX.3.5'LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT PAN ROOF, COMPOSITE SPACING AS FOLLOWS PANEL OR HOST STRUCTURAL MAX. UPRIGHT FRAMING WIND ZONE SPACING (4)#8 x 1/2"S.M.S.EACH SIDE 100 7'-0- OF POST 110 6'-7" 1 x 2 TOP RAIL FOR SIDE 120 6'-3" 123 61-11, WALLS ONLY OR MIN.FRONT 130 5-8" WALL 2 x 2 ATTACHED TO 140 1&2 5'-1" POST W/1"x 1"x 2"ANGLE 150 4'-11" CLIPS EACH SIDE OF POST INTERNAL OR EXTERNAL 'L'CLIP OR'U'CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4)#10 S.M.S. GIRT OR CHAIR RAIL AND KICK PLATE 2"x 2"x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO 1 x 2 OR 2 x 2 ATTACHED TO CONCRETE WITH 1/4"x 2-1/2" BOTTOM W/ 1"x 1"x 2"x 1/16" CONCRETE ANCHORS WITHIN 0.045"ANGLE CLIPS EACH 6"OF EACH SIDE OF EACH SIDE AND MIN.(4)#10 x 1/2" POST AT 24"O.C. MAX.OR S.M.S. THROUGH ANGLE AT 24" O.C. MAX 1"x 2"x 0.032"MIN. OPEN BACK MIN.3-1/2"SLAB 2500 PSI EXTRUSION CONC. 6 x 6-10 x 10 W.W.M. ° G OR FIBER MESH a 1-118"MIN. IN CONCRETE (ALTERNATE WOOD DECK: 2" VAPOR BARRIER UNDER PTP USE WOOD FASTENERS W/ 1-114" MIN.EMBEDMENT) CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE:3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214368.South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6656 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2005 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT-,P.E. 3 A"'3 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity;using design load of 13.0#/SF(48.3#ISF for Max.Cantilever) Aluminum Alloy 6063 T-6 2"x 2"x 0.044" 2"x 2"x 0.055" Load Max.Span'L'/ bendln 'b'or deflection'd Load Max.Span'L'! bendin 'b'or deflect on Width(ft.) 1 &2 Span 3 Span 4 Span Max. Width(R.) 1 &2 Span 3 Span 4 Span Max. Cantilever Cantilever 5 5'-1" d 6-3" d 6'-4" d 0'-11" d 5 5'4" d 6'-7" d 6'-9" d 1'-0" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 0'-11" d 7 4'S" d 5'-7" d 5'6" b 0'-10" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-10" d 9 4'-2" d 5'-0" b 4'-10" b 0'-10" d 9 4'5" d 5'5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-9" d 10 4'-0" d 5'-2" b 5'-0" b V-10" d 11 T-11" d 4'S" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 12 3'-9" d 1 4'-4" b 4'-2" b 0'-9" d 12 T-11" d 4'-9" In 4'-T' b 0'-9" d 3"x 2"x 0.045" 3"x 2"x 0.070" Load Max.Span'L'!(bendin 'b'or deflection'dj Load Max.Span'L'/(bendlng'b'or deflection'd') Width(ft.) 1 &2 Span 3 Span 4 Span Max. Width(ft.) 1 &2 Span 3 Span 4 Span Max. Cantilever Cantilever 5 5'-8" d 7'-1" d 7'-2" d 1'-1" d 5 6'-5" d T-11" d 8'-1" d 1'-3" d 6 54" d 6'-0" d 6-9" d 1'-0" d 6 6'-0" d 7'5" d T-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-4" b 0'-11" d 7 5'-9" d T-1" d T-T' d 1'-1" d 8 4'A 1" d 6'-0" d 5-11" b 0'-11" d 8 5-0" d I 6'-0" d 6'-11" d 1'-1" d 9 4'.8" d 5'-9" b 5'-7" b 0'-11" d 9 5'-3" d 6-6" d 6'.6" b 1'-0" d 10 4'-0" d 5'-6" b 5'-3" b 0'-10" d 10 5'-1" d 6'-0" d 6'-2" 6 0'-11" d 11 4'5" d 5'-2" b F-O" b 0'-10" d 11 4'-11" d 6-1" d 5'-11" b 0'-11" d 12 4'-3" d 4'-11" b 4'-10" b 0'-10" d 12 4'-9" d 5'-10" b 5'-8" b 0'-11" d 2"x 3"x 0.045" 2"x 4"x 0.050" Load Max.Span'L'1 bendln 'b'or deflection'dj Load Max.Span'L'/ bending'b'or deflection'd') Width(R.) 1&2 Span 3 Span 4 Span Max. Width(R.} 1 &2 Span 3 Span 4 Span Max Cantilever Cantilever 5 T-1" d 8'-9" d 8'-0" b 1'-4" d 5 9'4" d 1 V-4" d 11'-2" b 1'-9" d 6 6'-8" d 8'-3" d T-11" b 1'-3" d 6 8'-8" d 10'-7" In 10'-3" b 1'-8" d 7 6'-4" d T-8" b T-5" b 1'-3" d 7 8,-2" d 9'-9" b 9'-5" b 1'-7" d 8 6'-1" d 7'-2" b 6-11" b 1'-2" d 8 7'-10" d 9'-2" b 8%10" b 1'-6" d 9 5'-10" d 6'-9" b 6-6" b 1'-1" d 9 T-6" d 8'$" b 8'-4" b 1'-5" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 T-3" d 8'-2" b T-11" b 1'5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-0" d 11 6'-11" b T-10" b T-7" b 1'4" d 12 5'-3" b 5'-10" b 5'-8" b 1'-0" d 12 6'-0" b 7'-0" b 7'-3" b 1'4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Boz 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax* (386)767-6556 Email: lebpe@be Ilsouth.net PAGE © COPYRIGHT 2006 3A-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS LL� Om OOtOm h LTN 1A4) L(7 LO LO fT h C)N 19m to In LOC)h0)N IT m In 1n LO C)h to C > Qm cc to ha00_ Lcp > QLO(O fO 1�C00 LC�pp >N QLn CO(Dh0]� Q IO CO CDhCOr C dW oQgoob� �� QQQgoQq yc oogogqq yc 999o999 -V -q aU, QQ4.;r Q�QQQ QVVVQ J * co h N L O M pp O M h NQLOMp O * c)r--N L3Q M hN QaDQ 4) N N co Q Q l O(D W N N M M Q L O t n W N N M M M Q L O W N N co M M Q L O to M O_ p O _ O O O 0 a ca�oin� mmq ��allo)c?oo)o�� �� 'c Yc4o)ih�� q °ems ciDi�in�i�Cv a W l�OiOM CV W TI�CDrn � CSN X11 y N NmO)40�� O N NN NOm h Qyr,rr rr� E yr rrrrrr ,CFw rrrr,r y rr O MhN LOMO O * MhNQ OM0 C `�MhN NQr O t`p(MhN Q�oQr MM x �NNMM QLOO QO, 2bNMM(() MLO(D NN MM MQLO ONNM MMQ to y W M C�g1�CV NN� �M C=O vOiO��� 10M CSM fi�� nN O M cinch(h I�st� f m0^ln iO ChN'- y CD CMN -Op �7 CV O�GO IACD I.- in ch cVr�O r O LO r 0 y C V N N r y N N N N N r c g rrrrrr rrr�rr y) a8 Mh4)r' in Cl) 06 c) Nr'LnMO oD �Mr-101 O 08 t"MhN QaOQr N V y RN NMQQ LO(D w W NNMQ QtO CD w yNNMMM O Q8 mN NC)MCO C l6 w N 0 y N 0 _ ca N O N C CJ —V, cc92') o0 n5)�ti —VViO Zo)inc gn?cQ� � ��iho)o) �q � °r �c mch�o) n (n CD -Ln N� � nOr,OTNrG wN01 GDrCD iOM NNN N�t�(D y r y r w 0 fp h tD N M (D O N 12 �h O N M(D O"7 h O N M(D O V L `�h O N MCO O O 3 ; y r r N N N M Q 4) y r r N N N M M m O r r N N N M M y O r r N N N M M O O p : Q> C c C1Q C� NNO) . . . aZ�oDti.-��� �v W r��N�NN �-+ Q C�' •- ��NC) Q 4) ON NaO�OLOM 4) mNNOOO�D� m C1 NO d C1 N`*'NN N Y L y t w L N N L M N N O r r r r`- {Opp (r�� r O C( O Cry C OQO -ph mNM NM V F. hONNN(OC Q hONNNMM Q mh 0" NNMM r N N N M M r r r aJ 0 Q yO r Q Orr O ad - - O - O C� wr)�ejo�ygiNN fn 2 7=? tnq wM�Qo?'P2� ca °P'_� CCM 3�r rn ' ' co F-CO iO Ch CV OC1)c0r(D E OhQQCV 1 �' c0 f`Lr � N '> C U) Nm wNN Nr 00 yNN N NN Nr. O y(;.)MN NNNN Q d O. C lOhtON M(n(DN C :ph[D04MCDON C � haONMCDOQ C �hcoN M(DOQ d r N N N M'r r N N N M Q y r r N N N ce) y y r r N N N co M J N Or mN O r - N O _ ` N O - - LT r t1= t j�r N a�O i[�c[�cV cV y W r CV I N cis �R Ci fA W cP U)r in N M 60�(D tOM N OOm nOLo&h Ln-It O L h co IN LO Q M O 3 O y r y N N r w N N N N N O r y N N N N N N N � ten. rrrrrr rrrr r o d a� C M Q h h C,C111N N'NO O W M Q h h O M N W M V h h N N co W M Q h h N N N + d' y r r r rr r r N N N r r r r r r r r t E p= p r O O c C d �Vc� �'4u?� �= �`tca)�aq��inZh a�cMinigq)�i�� � � at-- CnMMb) 3 �L..1 �W..Y O En brnao�Y O LnU CNCV�QnCUY o " OI�CDInCl)NY o LO CD 00 n m mh(� yN NNN r �()� y N NNNN—r() yM CO NN N NN(�� yC)MM MNNN 3 � Q Op r Oo � ? * � p + a� m jN 0 �MQhhNN N� O .fl MQhhNNNN O �MQ hhNNNN O �MQh hONN `� C QOM W Or rr Or rr W Orrrr Orc-rr 3 d O 3 �M CC)rL7)NOaD ; mM C W� �Ln�r�� ; (D ;a Cif)(1� (D C)N�' 3 M mcOO E� (4 m _ H d p QQ OGDti d OAC`') O d j OCV dO�tDQN d 7 CCl 9 tD i1)CV .-- �ti (D O O Z`C yN NNN Nr r t tpN NNNN C y MM NNN NN to yMMMMNNN Q a 3 a � ram 0- tL d d Ot Oy IIM Qhh NNN Odd VM V'h(�NNN OfA W MQ hh N NN OO fq WMQI�- h NNN co �= O p O C N WO r O G O r _ RO' C N O= D! C N O r _ 3 a � yam_ rr d' loo °Ca�f2;N41 ina)in�zo ) 43 00 (cai� o? C91 r eL01c" r a is nvih oMOr m QiDvih CO co -mG wN NOaDrOOQ wNNOONOh 00 y N NNNN NNO CO C,.)NN N N N a (U 0 o r r O r r 0 O R D x x C X N x N 9 d Od _O 06 C 47 m G C=O OO M O O-ad C G=O OOM 0r O� C a 000 M O�- O CQ O C Op-OrNNM Ln� O dO rNN M Ln O OM N D Or N N M Ln p� R W x�N�2rrrr '-fir x �N �rrrr�- fir x3N �rrbc- x3N �r�rc-raa- e O � n '991"1 (D Z f� Lawrence E. Bennett, P.E. FL # 16644 =IYIETRLS USRTM CIVIL &STRUCTURAL ENGINEERING BUi 1 di ng Products L.P. P.O.Box 214368,South Daytona,FI 32121 7815 American way, Groveland, FL 34736 Telephonet (386)767-4774 Fax#: (386)767-6556 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 Email: Iebpe@bensouth.net TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE © COPYRIGHT 2006 7-46 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, ACRYLIC St; VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4) 1/4"x 4" LAG BOLTS W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24"O.C.ALONG SIDES _ I 111— — — — 1 HEADER ATTACHED TO POST 2"x 2" OR 2"x 3"HOLLOW — I W/MIN. (3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES —L4�— GIRT AND KICK PLATE 2"x 2" I 2"x 2", 2"x 3"OR 3"x 2" HOLLOW RAIL HOLLOW(SEE SPAN TABLES) I I I FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3)#10 x 1/2"S.M.S. IN SCREW BOSSES 1"x 2"OPEN BACK BOTTOM POST ATTACHED TO BOTTOM RAIL i I W/MIN. (3)#10 x 1-1/2" S.M.S. IN SCREW BOSSES 1/4"x 2-1/4" MASONRY a o ANCHOR @ 6"FROM EACH q POST AND 24"O.C. (MAX.) a a TYPICAL UPRIGHT DETAIL SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)7674774 Fax#: (386)767-6556 Email: lebpe@bellsouth net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3A-7 f SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: (2)#10 x 1-1/2"S.M.S. THROUGH SPLINE GROOVES EDGE BEAM l SIDE WALL HEADER 1"x 2"OPEN BACK ATTACHED I l ATTACHED TO 1"x 2"OPEN TO FRONT POST WI BACK W/MIN.(2)#10 x 1-112" #10 x 1-1/2"S.M.S. MAX.6" S.M.S. FROM EACH END OF POST AND 24" O.C. SIDE WALL GIRT ATTACHED TO 1"x 2"OPEN BACK W/MIN.(3) 410 x 1-1/2"S.M.S. IN SCREW BOSSES ® I FRONT WALL GIRT ® I — I II I FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/1/4"x 2-1/4" 1"x 2" OPEN BACK ATTACHED CONCRETE/MASONRY TO FRONT POST W/ ANCHORS @ 6"FROM EACH #10 x 1-1/2"S.M.S.MAX.6" POST AND 24"O.C. MAX.AND FROM EACH END OF POST WALLS MIN. 1"FROM EDGE OF AND 24" O.C. V, 1 CONCRETE MIN. I — a a. o a TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767{65.56 Email: lebpe@bellsouthnet PAGE © COPYRIGHT 2006 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETf,P.E. Florida Building Code Online Page 1 of 1 04EPAPTNARNT OF 0 ommunity Affairs, BCIS Home € Log In S Hot Topics Submit Surcharge E Stats&Facts Publications FBC Staff € BCIS Site Map Links Search Product Approval USER: Public User Community Affairs Product_Approval__Menu > Product_or.Application Search > Application List I � Search Criteria Refine Search Code Version 2004 FL# 1779 a. . I !II Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL EMERGENCY MANAGEMtENT Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications j LEH Type Manufacturer Validated By Status 9-R1 Revision Metals USA Building Products Thomas C. Williams, P.E. Approved ry. Category: Roofing (386) 427-8431 Subcategory: Other DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824,Suncom 277-1824, Fax(850)414-8436 ©2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: WFOHE Ytir161gn,w E�cur9d `r R YE MfRV� http://www.floridabuilding.org/pr/pr_applst.aspx 3/31/2008 Florida Building Code Online Pagel of 3 l :community Affairs! BCIS Home Log In Hot Topics Submit Surcharge € Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product_ApprovaL..Menu > Product or Application Search> Application _List> Application Detail FL # FL1779-R1 Application Type Revision Code Version 2004 I II Application Status Approved I� Comments h I� Archived r, Product Manufacturer Metals USA Building Products Address/Phone/Email 7815 American Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.com Authorized Signature bill kaufmann bkaufmann@metalsusa.com Technical Representative BIII Kaufmann Address/Phone/Email 7815 american Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Other Other Subcategory patio-crprt-screenrm Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who LAWRENCE E. BENNETT developed the Evaluation Report Florida License AR- 16644 http://www.flon'dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HoQj xpTByctB... 3/31/2008 Florida Building Code Online Page 2 of 3 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date Validated By Thomas C. Williams, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ACCEPTED ENGINEERING PRACTICE 2004 ALUMINUM DESIGN MANUAL 2003 ASCE 7 2002 ASCE 7 1998 ASTM 8209 2004 F.B.C. 2004 Equivalence of Product Standards Certified By Sections from the Code ch 20 & ch 16 Product Approval Method Method 2 Option B Date Submitted 09/23/2005 Date Validated 09/23/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/11/2005 __........................- ---------- Summary of Products FL # IModel, Number or Name Description 1779.1 1-1/4" x 12" riser pan aluminum panels used in engineered mobile x .024", or 030" home roofover systems, sheds, canopies, awnings. Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- PTID 1779 R1 T 02ALPANS.pdf092305.pdf Other: Outdoor patio products. See engineering PTID 1779 R1 T certif of indep 092305.pdf sheets for spans. PTID._1779_._R1_.-T. F-1, 1779._R1.._EVAL-_LETTER 092305.pdf PTID_177 .9._R1 T_riserpa.nro.o..fi.nstal.lationl_1.._,-pd..f PTID 1779 R1 T riserpanroofinstallation2 pdf 11 Created by Independent Third Party: 1779.2 3" x 12" riser pan x .024" aluminum panels used in residential or and .030" commercial applications of engineered mobile home roofover systems,carports, screen rooms, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HoQj xpTByctB... 3/31/2008 Florida Building Code Online Page 3 of 3 patio covers, awnings, canopies, walkway covers, l land sheds. Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- Created by Independent Third Party: Other: Outdoor patio products. See engineering sheets for span limitations. BackI Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: E+curd vea�Fve http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HoQjxpTByctB... 3/31/2008 yi1 Ir-'ZW- e e VARIES • 4 0 xm IT n-- O � O q a �g Ko a _ _ 0n 9 A a s Hi �a�gnao lift £ Jil $x=1� xs yrnsns3 �� S ��a�i 'aa�z yS 3 p887888 G' 7 3 mn `+; Lawrence E.Bennett,P.E. CIVIL EWINEER-DEVELOPMENTCONSULTANI ALUMINUM ROOF PANELS P.O.SOX 4W8 SOUTN DAYTON&FL 32121 ml Building Products`L.P. I- € F1NONE(M)Tena PRODUCT APPROVAL#1779 tEP (333)717-7711.102 —(331)4-- FAX(300)M7-W M-]011FAX(300)M7-W 8 r.1[.i-100-HI-3077 bkauM1.nNlrtalsuu.co LAWRENCE E. BENNETT, P. E. CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, S. Daytona, Fl 32121 Phone# 386-767-4774 Fax# 386-767-6556 e-mail lebpe@bellsouth.net September 20, 2005 State of Florida, Department of Community Affairs Codes and Standards Section 2555 Shumard Oaks Blvd. Tallahassee, FL 32399-2100 Re: Certification of Independence Dear Sirs, In conformance with Rule 9B.72.110, F.A.C., "Criteria for Certification of Independence". I hereby certify that I am a registered Professional Engineer in the State of Florida as well as 23 other States. My Florida license # is 16644. 1 am a sole proprietor of my Civil/Structural Firm and operate as an individual Consulting Firm. In my work performing any evaluation for any Company, I have not nor will I acquire a financial interest in any company manufacturing or distributing products of the reports, which I prepare. In my work performing an evaluation, I do not have, nor will I acquire a financial interest in any other entity involved in the approval process of the product. I trust that this is sufficient for the Florida Building Commission's requirements. If there are any questions about this Certification of Independence or any additional information is required please advise me. Sincerely, N 2 �� A 0. Q.. STATE C�F :��tr4Z OR WNAL ltJl m M1� Lawrence E. Bennett, P.E., Fl # 16644 File: 05crt-indpd-ltr LAWRENCE E. BENNETT, P. E. CIVIL & STRUCTURAL ENGINEERING P. O. BOX 214368 SOUTH DAYTONA, FLORIDA 32121 PHONE # (386) 767-4774 Fax #: (386)-767-2623 E-mail lebpe@bellsouth.net September 20, 2005 Re: Roll Formed Pan Evaluation for Metals USA Building Products Southeast, Inc. 7815 American way Groveland, Fl 34736 Submitted for Statewide Product Approval # FL-1779 Roof Panel Calculation Method Statement The method used to determine a panel's the properties is ASTM E-1592 Protocol. The load test for three panels that have a break point load within 15% of each other are averaged. The loads selected are at L/180 and the results of the longest panels tested. A simple beam formula is used to calculate the panels effective IxE values. The test used for analysis were test that I supervised and directed and performed on pans manufactured by Metals USA Building Products Southeast, Inc.. I verified the pan material hardness (alloy) and thickness of each panel prior to each test. The series of test on various pan thickness and shapes was performed to determine effective values of Ix. The test demonstrated that the panels deflected below 1/60 without failure. The calculated Ix values were compared to theoretical values calculated by AUTOCAD. Since the values of Sx are dual in nature because of the U shape of the panels Ix is used for the table calculations. For those panels not tested, a multiplier for theoretical to effective value was determined using the test pan data of a similar size and shape. The summary of the test analysis and calculated values is attached. Values of IxE are used in the span table formulas to produce allowable spans at different beam support conditions. Formulas are as follows: 1. One and two span: Deflection = 0.0130x(W/12)xL^4/ExI. 2. Three span: Deflection = 0.0069x(W/12)xL^4/EI. 3. Four span: Deflection = 0.0065x(W/12)xL^4/EI. The deflection limit was set at 1/85 for all panels. 1 of 2 As defined by the Florida Building Code, roof panels are Components and Cladding as well as roof support members. Thus the design loads selected are those of Components and Cladding. An evaluation program is added to check the panel effective wind area (A = L^2/3) produced by each load and if the effective wind area of the panel exceeds that of the design load the panel can be checked for a higher effective wind are and its load until the produced effective wind area is most closely matched. The span tables from the lotus spread sheets with the design loads are attached. The "in-house" test results, design methodology, and supporting data were used for this project and are retained in my office. All work for Metals USA Building Products Southeast, Inc. has been designed to be in compliance with the 2004 Florida Building Code. Sincerely, �v % --.ice• -� gip•, STATE OF Z/, NAL��*", � /tI111tt14 Lawrence E. Bennett, P.E. Fl #16644 File: MILS-p-apprvl.doc 2of2 DESCRIPTION WALL HARDNESS in^4 CALCULATED TESTED/EFF. PERCENT ---------------------------------------------------- ---------------------------------------------------- 2 or 5 RIB---------------------------------------------------------------------------------------------------------------------- 1-1/4"x 0.026"* 0.0225" 3105 H-14 0.053 0.535x 10^6 0.439x 10^6 82.0% 1-1/4"x 0.031" 0.0275" 3105 H-14 0.0643 0.649x 10'6 0.584x 10 6 90.0% 1-1/4"x 0.032"* 0.0285" 3105 H-14 0.066 0.667x 10^6 0.600x 10 6 90.0% 1-1/4"x 0.050"* 0.0455" 3105 H-14 0.105 1.06lx 10^6 0.955x 10 6 90.0% 2 or 5 RIB----------------------------------------------------------------------------------------------------------------------- 1-1/2"x 0.026" 0.0225" 3105 H-14 0.088 0.889x 10^6 0.800x 10^6 90.0% 1-1/2"x 0.032" 0.0285" 3105 H-14 0.110 1.111x 10^6 0.999x 10^6 90.0% 1-1/2"x 0.050" 0.0455" 3105 H-14 0.176 1.776x 10^6 1.598x 10^6 90.0% CLEATED------------------------------------------------------------------------------------------------------------------------ 1-3/4"x 0.026" 0.0225" 3105 H-14 0.088 0.889x 10^6 0.836x 10 6 90.0% 1-3/4"x 0.032" 0.0285" 3105 H-14 0.110 1.111x 10^6 1.044x 10 6 90.0% 1-3/4"x 0.050" 0.0455" 3105 H-14 0.176 1.776x 10^6 1.67lx 10 6 90.0% 2 or 5 RIB----------------------------------------------------------------------------------------------------------------------- 3"x 0.026" 0.0225" 3105 H-14 0.537 5.424x 10^6 4.393x 10-6 90.0% 3"x 0.031"* 0.0275" 3105 H-14 0.657 6.636x 10^6 5.849x 10^6 88.0% 3"x 0.032" 0.0285" 3105 H-14 0.676 6.828x 10-6 6.145x 10^6 90.0% 3"x 0.050"* 0.0455" 3105 H-14 1.080 10.800x 10^6 9.720x 10^6 90.0% 2 or 5 RIB----------------------------------------------------------------------------------------------------------------------- 3"x 0.026"* 0.0225" 3105 H-28 0.537 5.424x 10^6 5.017x 10^6 92.5% 3"x 0.032"* 0.0285" 3105 H-28 0.676 6.828x 10^6 6.316x 10^6 92.5% 3"x 0.050" 0.0455" 3105 H-28 1.080 10.908x 10'6 10.157x 10^6 92.5% * DENOTES ITEMS TESTED * 3105 H-14 OR H-25 ALUMINUM. THICKNESSES LISTED ARE NOMINAL. STANDARD TOLERANCES & PAINT WERE SUBTRACTED TO DETERMINE PROPERTIES. 1 of 1 '=fUE1flLS U S fl BUILDING PRODUCTS ALUMINUM RISER PAN ROOF INSTALLATION INSTRUCTIONS • INSTALLING EXTRUDED HEADER TO FASCIA BOARD 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER. 2. (2) TWO#10 X 1-1/2"SMS OR WOOD SCREWS PER RAFTER OR TRUSS TAIL OR ALTERNATE METHOD: #10 X 3/4" SMS OR WOOD SCREW SPACED @ 12" O.C.. 3. FLASHING IS OPTIONAL ON ALL APPLICATIONS Shingles OVERHANG TYPE ROOF Picador House Fascia_ Roof F • INSTALLING EXTRUDED HEADER TO WALL OF HOST STRUCTURE 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER 2. FOR MASONRY USE MINIMUM'A" X 1-1/4"MASONRY ANCHOR OR EQUAL @ 24" O.C. 3. FOR WOOD USE#10 X 1-1/2" SMS OR WOOD SCREWS @ 24" O.C.. • INSTALLING ROLLFORMED OR BREAK FORMED HEADER TO WALL OF HOST STRUCTURE OR TO FASCIA BOARD 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER. 2. (2) TWO#10 X 1-1/2" SMS OR WOOD SCREWS PER RAFTER OR TRUSS TAIL OR ALTERNATE METHOD: # 10 X 1" SMS OR WOOD SCREWS @ 6"O.C. STAGGEREDTOP BOTTOM. FOR MASONRY USE MINIMUM 1/a" X 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C.. Emstng Onp Edge OVERHANG TYPE ROOF Raxhft N.w.r 7i'!a b g scmwStrswa 10 x 1 (Flashing Optional on all FWxhoad applications) -- — Screws i • RISER PAN ROOF ATTACHMENT 1. ROOF RISER PANS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 1h" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHER UPWARD THROUGH THE BOTTOM OF HEADER. ALL SCREWS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. 2. FLASHING IS OPTIONAL ON ALL APPLICATIONS. 3. ALTERNATE: THE PANS MAY BE ANCHORED THROUGH BOXED END WITH (3) EACH #8 X 1" . 4. PAN RISERS SHALL RECEIVE (1) EACH #8 X 1/2" SCREW EACH THROUGH THE TOP SIDE OF HEADER DOWN INTO THE RISER. 5. #8 X 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR *8 X 1h" S.M.S.. 6. ROOF RISER PANS SHALL BE ATTACHED TO THE SUPPORTING BEAM WITH (3) EACH#8 X 1/2" S.M.S. PER 12" PAN W/3/4" ALUMINUM PAN WASHER. 7. WHEN ATTACHING TO WOOD SUPPORT BEAM OR WOOD PLATES, SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1". 8. CAULK ALL EXPOSED SCREW HEADS AND FASTENERS. 9. FASTENERS BASED UP TO 123 MPH. USE THE FOLLOWING FOR APPROPRIATE WIND ZONES: 130mph = #10 140mph = #12 150mph =#12 Header Roof . Roof Pan #8 X 1/2" S.M.S. HouseFascia-_ #8 x 1/2" s.m.s. CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 �'- TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 September 25, 1997 Mr. J. P. Marchioli 414 Sherry Drive Atlantic Beach, Fj' a 33 Dear Mr. Marchio This is in response to your letter dated September 24, 1997 concerning election campaign signs. I have discussed your concerns with Karl Grunewald's Supervisor, David Thompson, Director of Public Safety. Director Thompson is examining all the signs that do not adhere to the City's Code of Ordinances. In addition, the signs that you have included in your list have been checked by Karl Grunewald. If a sign was in violation it was removed, and if a sign was not in violation it was left in place. For your information, I am attaching a copy of your letter which indicates the action that was taken on the signs. Thank you for bringing this matter to our attention. Sincerely, James R. Jarboe City Manager JRJ:tI Copy to: David Thompson, Director of Public Safety Karl Grunewald, Code Enforcement Inspector "HAND DELIVER" September 24, 1997 Mr. Jim Jarboe, City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida SUBJECT: Election Campaign Signs C �- O � LOP Dear Mr. Jarboe, Early one mornin g, last week, Karl, Code Enforcement Representative for the City of Atlanti Beach, rang my doorbell (large sign in door "QUIET, BABY ASLEEP") to inform me that a campaign sign that I had placed in my yard was in the city right of way (about five feet). It was against the city ordnance and needed to be removed. This I did after I dressdd for outdoors. Yesterday, on my bike ride up Beach Avenue and return from Hanna Park, I have listed, to the best of my observations (Some homes had no visible house numbers; and, some homes' property lines were difficult to pinpoint): 239 Beach Avnnue /����`r �"� 1710 Beach Avenue v �tA� ; �a �'�--� ,�sT.fRr/.•-ter q� 465 Ditto 1731 Ditto 11 475 vr-A 1735 " 11;�/� 675 " TSE''' G`/�� Across from 1768 S. of 1769 1042 �'. D/ d/� 1769 Beach Avenue dt< l lth & Beach Avenue (2) 1881 Beach Avenue 1146 Beach Avenue 1887/1889 Ditto (Between mail boxes) 1162 Ditto 1891 Beach Avenue Xe,9yiv`�P 1163 1923 Ditto d!< 1199 �S 1957 Beach Avenue dX 1325 2006 Ditto /7�/,c✓� /� 1335 2050 e 1336 " � 2061 d/{ 1373 ff d/< �9r� �A- 'R 4-/�, 1393 " D K 1135 East Coast Avenue dT{ 1433 it 1175 Ditto 0/� 1451 " -` RFS '/c- //,S/ Across from 1451 (No visible number ) RF/''vv-',V 1475 Ditto Pc r °"" O f5 1502 1639 Ocean Avenue 6'1<,- Empty /<,-Empty lot across from1665 Bea Av </�� a.t �"o D�T�,Qf�• u� �jc�� 1677 Beach Avenue dK & 3,7 ,5�//e,s- Sincerely you , � l S 57&- 94 v ce,� ss / Jo P. (Marc) Marchioli CC: All Appropriate 414 Sherry Drive, Atlantic Beach, Fla. 32233 Z ,fit- a v c FN e +"HAND DELIVER" September 24, 1997 Mr. Jim Jarboe, City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida SUBJECT: Election Campaign Signs Oho 17 - 1 , ( C �- 0 7 , LO P Dear Mr. Jarboe, Early one mornin g, last week, Karl, Code Enforcement Representative for the City of Atlanti Beach, rang my doorbell (large sign in door "QUIET, BABY ASLEEP") to inform me that a campaign sign that I had placed in my yard was in the city right of way (about five feet). It was against the city ordnance and needed to be removed. This I did after I dressdd for outdoors. Yesterday, on my bike ride up Beach Avenue and return from Hanna Park, I have listed, to the best of my observations (Some homes had no visible house numbers; and, some homes' property lines were difficult to pinpoint): 239 Beach Avenue ' 0��0X 1710 Beach Avenue 465 Ditto /4' dr GK 1731 Ditto dl< 475 1f ��rro,. � B�.I�vr-1Z 1735 /{ 675 " �� °" Across from 1768 S. of 1769 1042 e, 1769 Beach Avenue CdtC 11th & Beach Avenue (2) 1881 Beach Avenue 1146 Beach Avenue 1887/1889 Ditto (Between mail boxes) 1162 Ditto dfC 1891 Beach Avenue 1163 1923 Ditto dl< 1199 " 1957 Beach Avenue ells 1325 " 4 2006 Ditto 1335 " a 2050 if 1336 " e/K 2061 �� 4/{ 1373 61X f FT/> 4- c-,t R�es-ovc-rJ 1393 if d K 1135 East Coast Avenue dl{ 1433 " 1175 Ditto 4/� 1451 Across from 1451 (No visible number ) ���''�✓E'� 1475 Ditto /9'C'' °„`O .3s- /o2r�` 1502 1;1^ 1639 Ocean Avenue dK Empty lot across from1665 Bea Av r/l%-1.1AA 6- To 1677 Beach Avenue 40? 7 UK fG �� We, . Sincerely you , 4 I ar i�.�� SSy _ J. P. (Marc) Marchioli CC: All Appropriate 414 Sherry Drive, Atlantic Beach, Fla. 32233 -F e