Loading...
1793 E Park Ter (vault) rS y�`1 r✓J, I, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD N ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Jai S Application Number . . . . . 03-00025758 Date 3/27/03 Property Address . . . . . . 1793 E PARK TER Tenant nbr, name . . . . . . REPLACE EXISTING HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- LONG, LYNN OCEAN STATE HEAT & AIR 1793 PARK TERRACE EAST 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 -------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 ,t 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. BUIL15ING OFFICIAL 4. BUILDING AND ZONING INSPECTION DIVISION 3 CITY OF ATLANTIC BEACH ATLAM7C eRACIL PWRICA SSL13 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections 1, II, III, and IV. LOCATION SMd Addhne OF IeAnea}inq SMulr: Between And lelmn IUILDING Sabd(•frien 11. IDENTIFICATION —To be completed by ail applicants. In considevat(ee of permit given for doing the work as described in the.bore stat em•nl we'1ereby agree to perform uid work in accordance with the attacipd plan- end roeciflutions which are • pert hereof and in accordance with the City of Jackronvii[e oroinancar and rtenderds of good.prsctice listed !herein. Name el Meeeanlad Contractors Centreelar jPrintj =n Not ft-AC71 Mubr Name of Property Owner Le i slgneture caner ignafure of `I` er Artherited Agent Architect or ion groan 111. GENRAI FORMA t A. type of heating fuel: 8. 1[ IS OTHER CONSTRUCTION BEING OONE CN erI/L O I Aj ste THIS 3UIlOING OR SITET ❑ Sas—Q, Li r. 4aturel ^,, Contrd Utility IF YES, GIVE NUMBER OF CONSTAUCION ❑ CII PERMIT i ❑ OMer—Specify IV. )AWMANICAL ROUIPMONT TO Ii INSTALLED NATURE OF WORK {Provide complete list of cornpenann on beef of this form Residential or Commere:al Most Q Spee ❑ Recessed *_m1sl 0 Rear C New Building Air Cesdrtleeing: ❑ Room X Central Existing Building Orct System= )Aster;*, Thickness Replacement of existing system Mealman capacity �� G New Installation(No system previously Installed) ❑ Re(rigasotfan C Extension or add-on to existing system ❑ Cailap fewer Capacity 94LM C Other—Specify ❑ Ara grinklwa Nrmkrer e< heath Q Bevetw ❑ MenifN ❑ Eseeletx (namber) THIS SPACE POR OFF=VEE ONL7 C'Gasoline pen-;~ (rwmb«) (Ree.i•enfi C3.Tse (nrmh"J Remarks ❑ LPG coo (nrmbw) ❑ Unt'lreel pnasen vara ❑ !alias Permit Approved Sy Oerw 0 OMer—Specify Permit Foo LIST ALL ZQMPMZNT Alit CONDITIONING AND REFRIGERATION EQUMIENT Cap y .►soar t .Lapsoefa� 2 ulitsb 'T.Wta Deamif)tla► XodslNumber Xanufanturor (Totaa) to 6YI )ZAT1NG.FVRMACES. BOILERS, FIREPLACES (=t7 Number Da@-1pttYoaa)Nnmbor Yaautaaturer �s�r � en TAN IGS Now YauT X=111i=tT Type uLd rot rer �N Af t Contained CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I i800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION!INFORMATION l Permit Number: 17830 Address: 205 OCEANFOREST DRIVE NORTH Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):48 Block: Section: 0 Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION' Date Issued: 2/23/1999 Name: RICARDO & NANCY PEREZ Total Fees: 25.00 Address: 1793 PARK TERRACE EAST Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/23/1999 Phone: (904)564-2230 Work Desc: IRRIGATION SYSTEM CONTRACTOR(S): APPLICATION FEES STEWART & STEWART LANDSCAPING PERMIT 25.00 L � I �I I Inspections Reuired FINAL I I � 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 j FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i i I i A NTIC BEA BUIL DEPT. 000596 i i7 `y DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH; P ff"1IT TNI op".A'1' 0tl xd+JE r " a 10t'�.Tt0t4 CNFORMAT` 0H ; permit Numb**- ;`I'hAtk C "t+" F A HS '# SJR C1.> �r'2 pv oit ,I ypo#t 1.#'k`IL'TT1 E LEGAL L t��.�aCwR�(?"i'#(lt•1 "Lass of Work,a NEW tQ. FfIot'tk mTypet 'A t. ; pc oposed U.we `-",'t9 &', �-1 �.xW..t.�Si�! Cs ;.,x i, _ _ 0 fib.code 3 l,lllR IfIFUIP"AI"ION00 ` t O k#,:: + ( AI.LAI`tDL;k2 To,toll , . 1 � 3� 213 Ail,fA *,.� � a� b�F:�'i' 8TH E I k�F k.`1' ���� _3A,x u k 3x Ak'1�.A01'IC, VEA�:#"I, FLOP 10 ;2 o Lo� . .J> A 1115AA5 1 I I A $0� 00 kN pcp IT Akark WATER 1"PA T F'1{.R t► e AVON �.� : : 3R11C 1"; fit:)" 0k) t "1-4G 11 E,k.k I f1 1 NOTES; 51, NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPE ORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING4�IRIAL, M RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UD HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN R4: LT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVE TS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVO`1N, FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: _ } CALLANDER CONSTRUCTION - "'WATER TAP 1" 55 WEST 8TH STREET USE T11IS FORM FOR ESTIMATES ONLY DESCRIPTION QTY. MATERIALS LABOR TOTAL 2"X1" TAPPING SAD -- 1-_...__ 8 00 111 �_. -� ---- - DPATER PVC- 1, 90 L PVC 3 .4" CURB STO 1 11 X31-0/ 0,/. MAT• Z'Z' - 1" PVC P-IPE SCH 40 12' SUB TOTAL $51. 06 10% O.H. ----$5 1 ' -- TOTAL 17 - 2 MEN ($27.45/HR) VOR HRS. 82 35 30% O.H. - -- ' TOTAL 107.06 _. MAY ERMIS ---,Anon TOTAL TOTAL 56 17 107..0.6 12*3 MISC. J EXPENSES AMOUNT OTIIER ion EXPENSES 1 TRUCK 10.00 HR FO 3_H TOTAL COST 193 TOTAL SMINO PRICE LESS TOTAL COST GnOSS PROi11 • LESS OVEI,NEAD COST •. of SEl11NG PRICE TOTAL 30 00 NET PROFIT 1 a 77 © iARTM;EWY 4 - NT QF LANTtC �[zy�� Akin { 3AT jjA -r w pots �s -ORIDA 32 33 tot "Pill 77 Off rovi * � ACSIZAST -wo,.. � � � ; N� PL RT,OA 32233 t3 ; ifoo.,ice 511 TL f 9r; # ' VIA is 'sc r « , , � ,, ► . ""M TAO ' o d^ A� 00 OT *q. ar iN 00 * .. 71 j y NOTICE ALS" # KI TE FORMS ANt?FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT.VOID SIX MONTHS AFTER DATE OE ISSUE :.HUtLDING MATERIAL,"RUBBiStt'AND DEBRIS FROM THIS WORK MUST NOT BE'F'IACED IN PUBLIC SPACE,AND MUST BE CLEARED llPAND HAULED AWAY BY EITHER GQNTRACTOR OR OWNER. a tiFAILURE TC��CCJN P'LY WitH THE MECHANICS" LIEN L.AW CAN RE ULT IN THE PROPEf 1"Y + C ERPAYING NG TWI E FOR BUI 0114 IMPROVEMENTS4 #S�a gD AC+EARDt G T(7 ARPRQV D PLANS WHICH ARE PART OF THIS PER�t1iT AND SUBJECT TO REVQCATIQW FQR t t T1 ON:OF APPLICASI.E PROVISIONS OF LAW. ATLANTIC BEA I G'DEPARTMENT Y. t CITY OF 4&"4c /3e4cls-A;louja Office of Building Official REQUEST FOR INSPECTION Date ( •t 7s-3 Permit No. Time r' S Received G/Q 7c/ 3 Job Address ` Locality Owner CLQ\ Name Contrac BUILD CONCRETE ELECTRICAL \' 1� Framin MECHANICAL Re Roofing ❑ Slab ng El Rough Wiring Ci Roug ElAir Cond. & ❑ Insulation ❑ Lintel El Final Pole ElTop Out Ll Heating ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab //'��'`� Mon. Tues. Wed. —44)H Thur Friday FrNMf Inspection Made ( [j r� A.M. P.M. Inspector Final Inspection kl— t Certificate of Orcu-pincy ❑ 20 eL_ Date o GSl�po�r�� l,��4-TEr2 Office of Building Official / REQUEST FOR INSPECTION Date �l F-3 Time _ Permit No. Received q A.M. / ! 3 P.M. 57�� C IQ_ Job�111 — 'S1 J Locality Owner Name Contract BUILDI CONCRETE ELECTRICAL Framingng [I Rough Wiring PLUM MECHANIC L Re Roofing 11S ab El Rou Temp Pole Air & ❑ Insulation CJ Lintel ❑ Final El Top Out ❑ Heating ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made A.M. Inspector Final Inspection Certificate of Occupancy ❑ Date CITY OF ;t,16 Office of Building Official REQUEST FOR INSPECTION Date / Permit No. -�3Z Timer A.M. Received :2P.M. 1/1"90 J Add Locality , Locality Owner's W Contractor �7✓L+c/*L./T v Name VV(/VV" GG BUILDIN07 CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made PM • Inspector Final Inspection Certificate of Occupancy ❑ Date DEPARTUENT OE BUILDIN$ CITY OF ATLANTIC BEACH k .. HERMIT N ° MAT OIi, LAT ION IN FORMAT QI+I ,emit: Number: 7:04 Address : 3" " PARK TERRACE EAST T PL,Ik B N AT ANTIC BEACH, FLORIDA 32233 o Wo' ALTERATION ���.��..�.��»� RGAL DESCRIPTION ---------- ass ' . ' D r.. "t`Tp ;. WOOD FRAME Lot :- 1��k ' Section, r s d .0 e:" SI L 'FAI T Tow phi a,: , RNC> 0 II € Code: I SuLv ;: -SZLVA MARINA Evt r ,Val-ue: UCl rrov", Cost 'Ita1 Pees IC 819 Nr3 IIS rk , . «. ATI4N NA i PERMIT' Acid R;R C EAST WAT'ER,, IMPACT' FEE � �'O.DC CR r" FLORIDA S I I'A FEE $0 ,9040 AP­ 11 'AMr , . .,.. I�`OI IAT I ON _--_- RADON OAS - 5% $O. {#I� O 3 TEC LOCIES CAPITAL IMPROVE.:Z3 60 C '� ypAASswrjkll TAP �q 7A r L 41 HYDRAULIC SHARE $0.00 L' �" CCD "E"yP '; CROS CONNECTION .00 SEC.,l IMPACT PEE N©TES: _,1401ICE;� ALL Gt?NCRI TE FORMS;AND FOOTINGS MUST BE;11148 +ECTED BEFORE POURWO PERMIT VUID SIX MONTHS AFTER DATE OF ISSUE BI iIIDING MATERI`,AL,RUBBISH ANC DEBRIS FROM THIS"WORK MUST NOT B0 PLACED IN PUBLIC SPACE,AND MUST BE ='.C1 EARSD UP AND HAULED AWAY'IlY EOTHER CONTRACTOR OR OWNER + ` ' " C NWL.Y WITH THE. MECHANICS LIEN LAW CAN RESULT 1N THE PR ©Pt T ' �?�IV�IEIw PAYING TWICE FOR Bl�ILDING IMPROVEM NTS.' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PE MIT AND SUBJECT TO REVOCAT'IONT l ATIi N C? APPLICAE LE ?AbVISIONS OF LAW. ATLANTIC EACH BUILDING DEPARTMENTI " k # ;r CITY OF ATLANTIC BEACH APPLICATION FOR LUMBING PERMIT JOB LOCATION:_fy Ni;(— __--- OWNER OF PROPERTY: -- -. - ---------------------- BUILDING CONTRACTOR: PLUMBING CONTRACTOR ualfyTechnologiesofFl.,ln�. AND ADDRESS: -----T-- ------------------------------- TELEPHONE NUMBERs _;�,�L���,�------------- ' ---------- - STATE LICENSE NO: 5-47-9- TYPE OF BUILDING: ------------------------------------------- ______ ____SINKS ,r SHOWERS _____.;:_::�;___LAVA't6RY ___________WATER HEATERS ------, -----BATH TUBS _____________DISHWASHERS ------------URINALS DISPOSALS ----- ______CLOSETS --------L----WASHING MACHINE ____________FLOOR DRAINS _____SHOWER PANS OTHER ---------------- - TOTAL FIXTURE ` lUNT:______—___ x 93. 50 + 815. UO = 9 ------- ----------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 r CITY OF ATLANTIC BEACH, FLORIDA a Apprcv.d by APPLICATION FOR ELECTRICAL PERMIT A Ili - tl r� ".;� TO THE CHIEF ELECTRICAL INSPECTOR: DATE: %�- = 19 '.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. I'. AN �I ELECTRICAL FIRM: MASTER Fi FrTF1gA6dfoNATURE JOURNEYM NAMES ADDRESS: RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES. C 1 APT. ( ) comm. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD b4 REW. ,I u ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. h1 j SERVICE: NEW( 1 INCREASE ( ) REPAIR ( 1 FEE ' CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY 11 '4XIST.SERV.SIZE b AMPS PHW <-30 VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL 4 I, dy.l, RECEPTACLES CONCEALED OPEN TOTAL fill ' 0.30 AMPS. 31-100 AMPS. 'SWITCHES INCANDESCENT p �.1 'FLUORESCENT&M.V. fe4114: FIXED 0.100 AMPS. OVER l : APPLIANCES BELL TRANSF. 011FI R H.P. RATING H.P. RATING i, (`CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT I�ll I'3Cfl 4 t 191 q- ,I as j efi "w � !h 0.1 OVER !"!MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS I Vo p =q�1ViISCELLANEOUS �.ue 76 )>a. �tOPEit1'Y DESCRIPTION I•i' Y OF "P • �itl'art�`�c `�eacl - ��o2���L Lot N........Block #_ Section # 716OCEAN BOULF,VARDI'.O.BOX 26 _----_- ATLANTIC BEACII,FLORIDA 32233 Subdivision: --- TELEI'IIONE(904)249-2395 Street flame - (� _ ---- DEoCRIPTIOH OF WORK or Address:__-�� /�_�`"_{•_�___��IJ_'__��_ If in a FLOOD HAZARD Flood Zone:--------------area complete page 3. Brief nn Description: I�C Pti'Uc� -3- Class of Work: (New/Remodel/Addition) -------------- ZONING INFORMATION Type of Construction:_��� 'n ------------- Zoning Proposed Districts Use. Ci, s7U --------- _ --------------------- Estimated Value $�� b-/---------- Exceptions or Materials: Variances Granted: Solid or ----------------------- -------------------- Filled Grounds-------------Roofs OWNER INFORMATION Method of Heating:_____ Property Owner: e- ---�--S - _--Ccr-nL -------------- Phone:tai11ne ------ Address---/ -------------------------------- ----------------- Zips---------------- CONTRACTOR INFORHATIUN i. Contractor:--c P �1YSszS) C hones "- -- -- -- --_-- - ------------ ----- -- Nailing ,�-"' _ Address: -------------- _ Expiration License Number:__ _ Q �/� 9 '_-- Dates In con,nideration of permit given for doing the work as described 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 all rules and regulations of the City of Atlantic Beach. ..AIj Owner Signature i\ _. �!�,.--- -.c'•_•\__-__, -------------------,---/--�----- --Date ------------ + � �•i ,�, j Contractor Signature_ F� f ___ Date /� 4 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final .inspection will be made and no certificate of occupancy Will be Issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement : I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date--------------Applicant's Signature --------------------------------- Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department- - ----------------------------------- Building Department Representative page 3 UILI 11Lri-ti %CO iiL ii UtTIOl_ INDUSTRY lIt N�SIN6 BOA ">Lr,". (aU . At "J" RC 0045987, 13753 5104.00 RD CONSTRUtTIONIINDUSTRY LICENSING 80 POST `OFFICE' BOX'2 i J ACKSONVILLE#, FL=32201 06/28/89 I RC 0045987 I 13753 THE REGISTERED ROOFING CONTRACTOR' NAMED BELOW HAS REGISTERED UNDER THE Pd4( VI. ryn'NS CH F= F e /T �t/'�Q'/([� LUE A0-1`u Y VIiG V. 1��1 � ��i�IS�' -MEfT9Al'L'LO �`'ANY4 AREA) ['WALLET CARD-FOI.O HERE'1 _ _ EXPIRING REQUIREMENTS�PRIOR�TO r CONTRACTING.'IN ANY=AREA) TSTATpEROFFgLgORIIDAAL R"E Ut DEPART��q���UR�_EggIONAL REC,UL�ATION 'LICENSING BOARD, CHATHAM. -GREGORY B REGISTERED°ROOFING CONTRACTOR' CHATHAM ROOFING CO, , 3536 UNIVERSITY`BLVD 'N 0161 JACKSONVILLE ' FL 32211-21423 CHATHAM,�GREGORY 8 CHATHAM ROOFING CO, (INDIV: `MUST-MEET LOCAL?LICENSING REQ.-PRIORITO-CONTR.' IN:ANY:AREA) HAS PAID THE FEE REQUIRED H ER .489 F.S., 7 FOR �����THE YEAR EXPIRING J� � �� 1991 L ONZ EZ BaMARTINEZ LONZ EZ BOB MARTINEZ DISPLAY IN A CONSPICUOUS PLACE { GOVERNOR ;* SECRETARY D.P.R. ' GOVERNOR SECRETARY,D.P.R. BALTIMORE.,., NIA iYL.AI\D DATE: 10.-27-1.989 921;R2TGI2F E7B2ArT E O F I N S U R A N C E ISSUE DATE 10/26/89 PRODUCER This certificate is issued as a matter of information only and confers INSURE-ALL no rights upon the certificate holder. This certificate does not amend, 1840 UNIVERSITY BLVD S. extend or alter the coverage afforded by the policies below. Jacksonville, FL 32216 COMPANIES AFFORDING COVERAGE Co, Ltr. A : SOUTH ATLANTIC COUNCIL INSURED Co. Ltr. B : Chatham Roof inq Co. Ltr. C 3536 Univ Blvd N 1161 Co. Ltr. D Jacksonyille,Flarida 32211 Co. Ltr, E # COVERAGES #########################4#############N#################################################################################### This is to certify that oolicies listed below have been issued to the insured named above for the policy period indicated, notwithstandino any reouirement, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain. the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. ------------------------------------------------- -------------------------------------------------------------------------------------- Co Tyoe of Insurance Policy Number Policy Policy All Limits In Thousands Ltr Eff Date Exp Date ---------------------------------------------------------------------------------------------------------------------------------------- GENERAL LIABILITY General Aggregate $ i 1 Commercial General Liability Products-Comp/Ops Aggregate $ ( ) ( ) Claims Made ( ) Occurrence Personal & Advertising Injury 3 t 1 Owner's & Contractors Protective Each Occurrence f { ) Fire Damage (Any One Fire) 8 ( ) Medical Expense (Any One Person) S ---------------------------------------------------------------------------------------------------------------------------------------- AUTOMOBILE LIABILITY i ) Any Auto CSL f 1 1 All Owned Autos' Bodily Injury O Scheduled Autos (Per Person) 9 t ) Hired Autos Bodily Injury ( ) Non-Owned Autos (Per Accident) f O Garage Liability Property Damage f ---------------------------------------------------------------------------------------------------------------------------------------- ENCESS LIABILITY Each ( ) Umbrella Form Occurrence Aggregate ( 1 Other than Umbrella Farm t i -------------------------------------------------------------------------------------- Statutory --------------------------------------- A WORKERS' COMPENSATION 8910270001 10/27/89 10/27/90 # 100 (Each Accident) AND $ 500 (Disease Policy Limit) EMPLOYERS' LIABILITY 1 100 (Disease Each Employee) ---------------------------------------------------------------------------------------------------------------------------------------- OTHER - Description of Onerations/Locations"Vehicles/Restrictions/special Items ROOFING # CERTIFICATE HOLDER #1############ #PE#@#p########## CANCELLATION ##################################################################### cnc,,!Lr, r IgnSTION Should any of the above described policies be cancelled before the P. 0. BOX 201 expiration date thereof, the issuing company will endeavor to 10 4ys 1Tjtt ".• ^;ti:e to th4 grtj iC tR �?,;'12,: 911.1 t:_;"'g f M W 3 4,407 `g 01WARTMENTOF BUILDING CITY OF ATLANTIC BEACH i � .. PI ERMIT IF't lRMA' ®ISI L60ATION 1N ' IRX IOC 44,07 Addra t 171' PARK TERRACEFAST. Pamir Typo: UTILI�rATLnI�TIC BEACH, FLORIDA 32233 i LEGAL .DESCRIPTION -_-_..- C+ j�wtr. TY N/A Leat f ;B :crtDk�s S>�cti�rn: 0 U90 t SXAGLE FAMILY \ To n p Rma l > go: Cca►d `: . 0, Subci v33 cri a LICEAIiIWAI.K r . Oon t:: *Q.aO 4 ''Total + : 40. 51711 Amourw Amt x Oz., RRxGATION METER TO INCLUDE SACK FLOW PREVEI+ITI m PPL C�+ T ON EE � �{..e��{ VI� FEES PERMIT $0. . ,TERRACE EAST WAT 1111PACT FEE � � ELl„ CMS F .ORIDE * a f` 1 RAI�CI GAS-H* R. IS. $0.00 FGIRMAT�tI� RADONGAS - 5% SO.00 rr rw +r M : U 3L W( t DE Afi� iT WATER TAP ' 364. s Addie .t.;. �,.�..; .. � � BfRA B0. ESO � " HYDRA SRAR $0. 00 L .0" ,01 I-' Type: O R =INSPECT FEE00 SEC« �'BG IMPACT FEE g de ,v +� Iff 4MY+¢. W*-- Y A1. �. NOTES: yv I, 1 X 1 t NOTICE—`ALL CONCRI-T ,,,0flRMS AND FOOTINGS MUST BE IMSkCTED pspoRf�l��il<Nt3 i PEAM1T V010 SIX MONTHS AFTER DATE OF ISSUE , ;BU1LC3tNG MATERIAL,F#UBE#SH,AND QE.BRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP'AND HAULED AWAYBY'EtfHER'CONTRACTOR OR OWNER � `g A ZURE 7ta C # lP .Y WITH THE MECHANICS L. E#11°;LA W CAN :RESULT tt 'E" R PYllwlG TV1 'EC1R BUS 1 # tl ' 1 �EN' ` E ISSUE AGCORDINd TO APPROVED PLANSVHICH ARE PART OF THIS PER, #T'AND S# TO REVD FO X11 A ION OF,APPLICABLE PROVISIONSv OF LAW. me- S.iMlk { ATLANTyC BEACH BUtL0JNG DEPARTMBN'T r cz ..... 3/4" IRRIGATION METER DOROTHY HOLLIS ' 1793 PARK TERRACE EAST 241-5202 JOB COST RECORD t iDE5CRIPTION' "�'i' TY.1?,' �. Q 'MATERIAL5LABpRr' _'" TOTAL 1" '1'.S. A/C 1 _$.12 8U 1" CORP STOP 1 $18 .48 1" 90 PVC 1 0 27 1" CURB STOP 1 22.36 1" X 3/4•:' REDUCER BUSHING GALV. 1 $1 .09 1" MALE ADAPTER PVC 1 0.77 2 MEN $27.4 /H ) FOR 4 HRS.= $109.80 3/4" X 5/8" METER 1 $85.00 30% 0. _ $32.94 " 2 3.60 TOT L = $142.74 3/4" RUBBER WASHERS 2 $0.50 1" SCH 40 PVC PIPE 21' $3.78 3/4" 90 GALV. 4 $4.68 3/4" UNION GALV. 2 $2.38 3/4" X 12" NIPPLE GAL . 4 $6.84 3/4" X 4" NIPPLE GALV. 2 $2.18- 3/4" DBL CHECK BACK FLOW PREVENTOR 1 $77 .85 JK0Xj&XKXKXX RXXNXXx XX%X)XXX % no SUB TOTAL $242.58 10% O.H. $24.25 TOTAL $266.83 t MATERIALS LABOR- -TOTAL TOTAL 266.83 1.42 74 $409157 MISC.:')Og'EXPENSES ',. w' AMOUNT OTI TER TOB EXPENSES $40100 --1 TRUIC HR FDR IRS. TOTAL COST $449 .57 [EO QC IOIAL SELLING PRICE LESS TOTAL COST GROSS PROFIT LESS OVERHEAT)COST %OF SELLING PRICE TOTAL 1$4010d NET PROFIT 449 57 APPROVED OCT r" 1991 CITY OF ARtANTlc jimM PUBLIC WORK! MARROW Pizicos Quo APPLICATION FOR WATER AND/OR SEWER TAP v a APPLICANT NAME____ — ----------------- ---- MAILING ADDRESS ...27_3 ���--- PHONE NUMBER P2 f �2 .� �— — DATES------------------------ _-- --=2-----/----- SERVICE REQUESTED --ZZ/ ---- -------------------- ----------------- --------- SERVICE LOCATION__,/-y,-,l—� ------------------------------------------------ DATE SENT TO DATE RETURNED _ PUBLIC WORKS_7 2 5_ p� TO BUILD. DPT. DATE OWNER NO IFIED--------------------- 2 Y a., FOR OFFICE FSE,ONLY Date..... ....I.......... ......19 Permit *......•••...............Fee ............. CITY OF ATLANTIC BEACH Valuation $.... .......................................... FLORIDA House # ...... ............................................................................ APPLICATION FOR,BUILDING PERMIT ..........................................I................................ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date..........--NAy......... ................................ Owner..... Addreis-11-15-0...V.QnS1.1.W..........Telephone . . .....AT-$...UC ............ Architect...V---A....M.....en_ ...Address...--- ..............................Telephone No....-. ._-..-..-............... Contractor Builder.... Address......... ....Telephone No.-3q.L:t_.4keL -C%w ...Zone....... -------------- ......................... Lot No...............1.1...............................Block No.......... ..............Sub Division. ...TArLm- f6i...._Street_.. ...._Side Between. ....................... ......:Zk....... __1)JJd---------- ....... Valuation $................................For what purpose will building be usedlklea&—.!O.C.P---------Type of construction._-...__..._..._..!* 6_......_......_.. Dimensions of Buildiag------?__S----*_54..........Dimensions of Lot_...,A_1g.,4...[?.g Size of Footings.........20-----------_-------- --- . .................... ........ Size of PlersO_U.Q?�. %19.-Size of Sills.... ......__..........Greatest Sill Span in ft...........................Type Roof... tJ..."11.p How will Building be Heated?.Aeg&---N.'A-?_-___..................Will Building be on Solid or Filled Ground?..S.O 1! .Cf........_............ .................... Size of Ceiling Joists..2`f_ .......�5s-----------, Distance on Centers.............. ..................... Greatest Span-----.._...--- ,........................ Size of Floor Joists ............Distance on Centers......_... ................ Greatest Span................... • _T------------- Size of Rafters.......... ...... Distance on Centers........ ...... .................. Greatest Span...............2.5.................... 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 ane specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z 8. When steel is in place and ready to pour beam. i :3 4. When framing Is completed. Z5 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. 9 7. Electrical Inspection by City of Jacksonville. S. Final Inspection. Note: In came of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of A Reach. Signature of Builder..��!:tvlet... C---_------. Address---- ................................... .. .......... .............. Address.... ............. Signature of Owner...I'll-------- --------------- FOR OFFICE FSE/ONLY Date......... 127 ,319 ------ 7 CITY OF ATLANTIC BEACH Permit #........................Fee Valuation FLORIDA House #..1..-7913...... ............. .............. ............................................................................ APPLICATION FOR BUILDING PERMIT ........................................................................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida,all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date...............M-A..01.........2...........-•-•-•................ 19.7 3 Owner..... --_-_-----_------Address._3250-2)�1%1_W Telephone No.- 1." 61'% Arehitect.W.----A. ..mv-1.)---AINQ...BAtRV0Z1;_r-...Addres&.......................................................Telephone No......................... Contractor Builder__'�-4LCQ.%J.._A.A.......:W. .O.....Address........... ....... ........Telephone No..3q�,n..44m Lot No --------Il..............................Block No---------J...............Sub Division. lu ...... -ttPA.()W...................................Zone---------------- .....Street----Efffr___...,Side Between...........1.1- .......................and__SV. .44..QE&.4 Valuation -__For what purpose will building be used.ResACIA)C-ee.......Type of construction_..-..D-.4.................. Dimensions of Buildin .------2.-S: 5q-----------Dimensions of Lot---- ...................:Size of Footings..........20" ............................ rso dc I-P Size of Pie -G5.:Size of Sills...............................Greatest Sill Span in ft...........................Type Roof___Bba N.0....19., How will Building be Heated?- (9e'-*—:FJ.fi&P--_------_-_-------------Will Building be on Solid or Filled Ground?.ScOTI-d.................... Size of Ceiling Jolsts__244jt��............ Distance on Centers..............21C."----_---------_, Greatest Span._....._.._ ..................... Size of Floor Joists0A)...QRADj ..............Distance on Centers........-.'-7-77—.. i-.-...........____I Greatest Span............................................ Size of Rafters-.........2 4. n-ul—T Centers........ .....�74.................... Greatest Span............... (;..I................. --------------..........Distance on This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-linea and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. 4. When framing Is completed. 15 5. When rough plumbing is completed,and ready to cover up. N 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 ease of any rejection,re-Inspection MUST be called for after corrections are made. (0 FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which •are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. IL4Signature of Bui1der,.':("A%'(Z0..0.. . ... ...e::......... ................ Address......3.;?� .....................................- .................... Address .................. ............ Signature of Owns V�'u .................................... Owner ..TA,----- L • CITE' OF ATLANTIC FEACH APPLICATION FOR SEWER CONNECTION PERMIT NO. 1146 DATE 5/16/73 LOCATION 1 7 3-.Park T.eS r �— G_ �-STREET LO'_i" NO. �]` FLOCK NO. 14 SUFDIVISION S,M #8 OWNER Falcon Builders TYPE OF BUILDING Dwelling MASTER INSPECTED ✓ _ BYE FILLED ACCOUNT NO. APPLICATIOid FOR WATER CUT-IN TO THE CITY OF ATLANTIC BEACH: APPlication is hereby made for p water cut-in at the following address for nna units. Cut-In charge of Street 140. 1793 Park Ter ace East Lot 11 Block 14 Subdivision S M 8 Ordered by: Falcon Builders OWNER: Falcon Builders Mailing Address: 3250 Bch. Blvd. Jax. Fla. DATE: 5/16/73 ACCOUNT NO. M-9 METER YIO. ZZL DATE IPISTALLrD: r, A;IANT 1 C DEArH rr AP ICAi:ON F'(`R r LOCATIoN 'nate ; - � LOT NO + / _,,,Blocx n;0. St root 0irrr'7ER - MASUR I`LU"iBER BUILbkR 0 R CONTRACTOR Aldg, TY12 OF HVILDIhG Fartttlt_�TA..� ZAVdTCRy 9 zI rr ,-, AT . T ,D, URINALS ,,.,„+M.FLOOR DRAIiy�j� I ..CLOSETS UHOW�0 ---+—.WER HEATERS ...,...Dxsi'OSALS��CrtlEh b^P ---LDISHWASHERB TOTAL FIXTURES— . 00 IXTURES . 00 0 WORK MUST BE OT'F 117 11 d FFRIT HAS BEE PLANS N RO AND`` SI'ECIPMITIDNS must show a plan and description a �ize . IWd location of all the soil and vent pipes f the 7.ocatl.oA of a21 fixtures p p and the number and the Oit,y of Atlantic Beach, iFlarida )gmuatnce �beh Ordinanoe no. 7.88 0t Cation and be approved by the Flumbinrt Inspector on back of appll« DRG�1 t 1V Al; 61 ECIF CAIM' OF AF0VE PLUMBING ON BACK. ve d 0 i i I ' i i Z3 �� i r LN Vt o Z3'� 1-- c' -j- AA .6,IZPLA. , ►t t„ , • . ........... MOTE TO BUILDER: 2X6 RIDGE A. 1/2" PLYWOOD DECKING INHERE CEILING JOIST FRAME AT RIGHT ANGLES TO COMP SHINGLES 2X6 RAFTERS RAFTERS PROVIDE 2X4 TIES 48"O.C. FOR FOUR 16" OC. 15 FELT JOIST SAYS. PROVIDE SOLID BRIDGING UNDER. B. WHEN TRUSS DET. IS ATTACHED, DELETE INFORMATION RELATING TO CONVENTIONAL ROOF FRAMING. ROOF BRACING C. S M_AX. C. 4_8" SECURE 1 #4 0 EACH CELL FROM FOOTING THRU PLATE AND FILL CELL WITH CONCRETE. INSULATION C. J. i6" C. r \, INT. HEADERS 4 X B 2X6 RAFTERS UNLESS NOTED 16" C. OTHERWISE ON PLANS t tU Cp ♦.. uo STORM ANCHOR ~� ��•" ............. INSULATION EA. RAFTER � 2 X 6 C.J. _ y� 16" C. DATE;.....A ..." ...«•�»:7!•+....••••••......... 2-2X4 DOUBLE PLATE WITH ................. 4 X 10 HEADER ; MET WPI/ 1 'SCIS �N7 FLASHIN4 PEI M.P.S. 502-3 INL FINISH 2X4 STUDS IG" C. V2' INSL. BO. I"AIR SPACE +- 4" BRICK I/2" BOLTS 72" C. 2Lt4 STUDS {6' C. THRU 2X4 P.T. SHOE WALL Tit _-- EXT. WOOD SIOIN6 Ni" VERT. C:- 32"HOR{Z. C. In"BOLTS 72" C. 4" CONC. SLAB THRU 2X4 P.T. SHOE A10 6X6 W. M. ON VAP. BAR. " MIN IN. - j - - - HE#:.DER EARTH- CLEAN - - CLEAN SAND'FILL 8X20 CONC. FTG. F' 2*4 4 CONT. o. . b UNDISTURBED SOIL SECTION: FLOOR SLAB P..T. 2X4 SNS FRAME WALLe UTILITY RM. _ VAP.BAR r +a___ �� &X16 CON C. FTG. UNDISTURBED SOIL :____ a O 2 B 4 CONT. 2 X 4 STUDS IB'C. EXT. WD. SIDING BRICK VENEER WALL SECTION ANT, FINISH _ WITH RIDGE SECTION BEARING FOOTING MET. FLASHING CALKINS BRICK ROLOCK r�lq �� OF ATLANTIC BEACH A ' ICA� _Oiv FOR Ilr-v►BZI�'; PE Rl►iYT PUMIT N0, LOCATION Pate : 7' LOT ate : 7'LOT NO.� Flrry np, Street 0WVER S/A Lv, ' MASTER ILU"?BERG BUILDER OR CONTRACTOR Bldg, TYKE OF BUILDIbG ' ,� ParmIt_NA..=_.�...,.,..�, bill:1"-rLAVAT011y BATT? �T URINAZSCI,OSETS BEAT •�.....DZSPOS�4LS o ERS ,�DISHWASHERB TOTAL FIXTURLS 00 -Iry a OR MUST BE `AIOT'E i`NT II A FER,n?IT HAS PLANAR' SF'ECIFICdTICr�,, must s BEEN p A1�e . T how a "d location of all the soil andventan description the u the location of all fixtures pipe Om' and the nua�ber and the 01ty of atlantic Beach, accordance with Oro c+ttion and be a inanoe no. 188 pr approved by the at be on back of appli• DR1►+J LAN ars -JE--FICA o?, OF APOVE PLUMBING 0 BACK. Approved b,y -110-Lug lampeetor Date (FOR OFFICE U5E ONLY) ROUGH-IN INSFECTED...& MARYS 14AL INSTI+CTIQN: LI--7 �...,...._CERTIFTCATE ISSUED: : CITY OF ATLANTIC BEACH w 800 SEN HNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . . 06-00033048 Date 7/05/06 Property Address . . . . . . 1793 E PARK TER Tenant nbr, name . . . . . . INSTALL SCREEN ENCLOSURE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7000 Owner Contractor ------------------------ ------------------------ NIEMCZYK ST JOHNS SCREEN INC 1793 PARK TERRACE EAST 108 EAST OAKHILL ATLANTIC BEACH FL 32233 PALATKA FL 32177 (386) 937-2273 ---------------------------------------------- ------------------------------ Permit . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 65 . 00 Plan Check Fee 32 .50 Issue Date . . . . Valuation . . . . 7000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 7 ? PERMIT IS APPROVED ONLY IN ACCORDANCE WTTH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES C1FENL+ER 4TH ':IR , Will MAP SHOWING ■41NIpARY $uRWRY OF 407' /I $1–C7C K /`+' - — SEL✓A MA,Q/,c/A /.11f!7" AiO- 0 _ AS RECORDED IN P A 7 SM-Z4—PCE 9 - OK THE COMOT NAVC NEWAD;OF �t/ CO{►NSr.PLOP&A Le'RT►ftE6;� TCJL'�.d tdEIiMIW n.tv'fEA1CZYtt:C�'JNTPY,�'t?;E.SOME�QAN:i,�t+tC.: N � :,NRt$rGPt�►?�,FJF>;T,PA•STEW1UiT TIT4�Dtb+Rr'vTY GCJb'PAVY V • 5� T VA PR ve j ri,7t3' ra W'.4 7 nC s r �j 6 h ,yo Q B6' g•e 7 M&S-0'z y t0'Sat., :U t•t?i a r,��cY 4t r\ IP wo,C7 p t o R 't 1 Pee � y t 'b tit 40 f$- � �0 V IN1 . �Q. \ N �N. SBS 42'S6"w / :28.DZ �/7�r�► Qe1�6/SI'fGC LinGf O 7- ♦p ` � d acc�,rac�rE� J�•.r.�r' �c � n�J y n s rfILgLpm UCND WKIM 40 WPa, %M P-PW fiNM. a _s-fW, t;.rs 1.s'' i/ � (.EGAD duc .�• "� p fntuvatoms ►. sr�rar �►s. w,. . to nook- iv.#,iw. trw.. ..-. ARM AW s h r/r.+tr M/In►N..+.re+rwr amp R e.lr::s fr r►' .r a+iw Mr � rswr� � ��Irl!'.atil PaDr s twr..sw,we..+s Ma &.&roar or vroww asA� l►�we"*W MN Yr�".►'w+ir�wr. .++w+.rb ..�.nv p��' A�E�A�Pw1A�B A11wr ey M M.k��r 9EIMwK 1►iv AraW nr�.►+./ wiry oft [�,19�i 11w ry CN.! A � J MM,A MMM irrw IV lAw m'nWr�wr 4 1m At RR 4M4Y AV •qaw+.t M.,q4, � � ICU 7� N ► +v-. f w r+iry '�y �y, rr*;�tar —t! ,Itir+p T3TPL. F.01 r y � , M v S S vPrr G.44 exoi S� y , I I , Comp '• 7 c fid Z3 i _ d VGr lo vsl_ L� 3 j F i 3 c o -; - I _ x c� z Z co � ,I w f ` ' tX i SCREENED ENCLOSURES SECTION 1 .00_ _ _ _ Z" _ _ _ BEAM NOTCHED AROUND — CONTINUOUS 2"x 2"OR(4) o SPLINE GROOVE 2"x 3" r _ - - - _ - _ - _ - - - - - - _ � ® ® ® ALTERNATE FLAT ROOF ® - - - - - -- - - -- - - - - - I MINIMUM POST SIZES D REQUIRED FOR EACH BEAM c� SIZE(SEE TABLE 1.6) x N SELECT FASTENER SIZE, NUMBER AND PATTERN (SEE TABLE 1.6&9.5A OR 9.56) 2" x 6"' BEAM TO 2" x 3" UPRIGHT CONNECTION DETAIL+�� SCALE: 3"=V-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767.4774 FAX: (366)767.65556 Q COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. 1 1-9 SCREENED ENCLOSURES SECTION 1 CUT 2"x4",2"x5",OR2"x6" 2"x 2"PURLINS ATTACHED BEAMS TO SLIDE OVER EACH TO BEAM W/MIN. — OTHER 2"x 7"&LARGER (3)#10 x 1-1/2"S.M.S. PROVIDE GUSSET PLATE (INSIDE OR OUTSIDE BEAM) SAME WALL THICKNESS AS BEAM WALLS OR LARGER (SEE TABLE 1.6) MINIMUM SPACING (PER TABLE 1.6) (SEE SPLICING DETAIL PAGE 1-17) FASTENER SIZE, NUMBER AND SPACING PER PAGE 1-19 (SEE TABLE 1.6) TYPICAL SIDE PLATE CONNECTION DETAIL SCALE: 3"=T-0" CUT 2"x 4%2"x 5",OR 2"x 6" - BEAMS TO SLIDE OVER EACH OTHER 2"x 7"&LARGER PROVIDE GUSSET PLATE (INSIDE OR OUTSIDE BEAM) \ ® ®® SAME WALL THICKNESS AS BEAM WALLS OR LARGER ® \ (SEE TABLE 1.6 ®® ®® \ ® ® e ®®® FASTENER SIZE, NUMBER AND SPACING PER PAGE 1-19 (SEE TABLE 1.6) ALL GUSSET PLATES SHALL BE A MINIMUM OF 5052 H-32 ALLOY OR HAVE A MINIMUM YIELD STRENGTH OF 23 ksi TYPICAL SIDE PLATE CONNECTION DETAIL - MANSARD ROOF SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368.SOUTH DAYTONk FL 32121 TELEPHONE: (386)7674774 FAX: (386)767.6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PFRM6RRION flF 14WRFNrG F Rmikifr" c c 1-17 SECTION 1 SCREENED ENCLOSURES 2-112"MIN. S.M.S.OR LAG FOR SCREW SIZES SEE SECTION 9 SCREW INTO 2"x_FASCIA OR IF NO SUB-FASCIA INTO RAFTER TAILS 2"WIDE x 0.050"(MIN.)STRAP SPACING PER LOCATION FASCIA DETAIL PAGE 1-21 SELF MATING BEAM (SIZE VARIES) SUPER OR ® EXTRUDED _ GUTTER ® SOFFIT ® NOT MORE 1"x 2"x 0.062"P.T. LUMBER THAN 1/3 OF BLOCKING W/0.024"BREAK ® ® GUTTER HEIGHT I FORM CAP OR 1"x 2" . 2"x 2"ANGLE W/(4)S.M.S. (ALLOWABLE ONLY W/ROOF EACH SIDE TO BEAM TO ANGLES LESS THAN 230 UP TO SUPER OR EXTRUDED 5"IN 12"ROOF SLOPES) GUTTER FOR ROOF SLOPES GREATER THAN 5"IN 12"USE 1/8"x 2"x RECEIVING CHANNEL ANGLE AS REQUIRED 2-1/8"x 1"W/(2)#8 x 1/2" S.M.S. EACH SIDE OF BEAM MAX. DISTANCE FROM FASCIA TO HOST STRUCTURE WALL 24"WITHOUT SITE SPECIFIC ENGINEERING TYPICAL SELF MATING BEAM AND SUPER OR EXTRUDED GUTTER CONNECTION SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA.FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6558 PAGE rr�� © COPYRIGHT 2084 1-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I-SENNETT.P.E. SCREENED ENCLOSURES SECTION 1 HOST STRUCTURE ELEMENTS BRACED BY PANELS/ELEMENTS O DIAGONALS UNBRACED BY HOST STRUCTURE TO BE BRACED ALTERNATE BRACING BY DIAGONALS IN - -- - PATTERN,CORNER BRACES PERIMETER PANELS(MIN.) STILL REQUIRED OR ELEMENTS BRACED BY HOST Q CABLE IN STRUCTURE CONNECTION (IN WALLS) ({N WALLS) BEAMS AND i OR PURLINS ZL pZ Q� J L41 � Co O- TYPICAL LAYOUT BEAMS OR PURLINS CABLE OR CABLE OR K-BRACING K-BRACING (IN WALLS) (IN WALLS) EACH DIAGONAL TO BE 2 x 2(MIN)ROOF DIAGONAL, FASTENED EACH END W/(2) MEET WALL AT WALL BRACING EACH#10 S.M.S.(MIN.) AT CORNERS(TYP.) (POOL ENCLOSURE SCREEN ROOF MAY BE FLAT,GABLE, MANSARD, DOME,OR HIP) POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN VIEW SCALE: 3/8"=1'-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 _ TELEPHONE: (386)767.4774 FAX: (386)767.6556 PAGE © COPYRIGHT 2004 Alf1T Tn RC D=00nnl'PCn W IAIU/N C nO IAl DAOT IAiITU^I T TUC IAIOITTCAI OCDAAIOQIMI 11 1 AIA/OCAII-C C OCAIAIL:IT DC ��� 1 f SCREENED ENCLOSURES SECTION 1 (5)#10 S.M.S.(MIN.) 1/8"x 1-1/2"x 8"FLAT BAR 0.125"PLATE OUT O 45"ANGLE EYE-BOLT OR TURNBUCKL R CABLE TENSION STAINLESS STEEL(SEE TABL PERIMETER FRAMING .i MEMBER TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 SCALE: 3"= V-0" A ALTERNATE: USE(1)1/4"x 1-1/4"FENDER WASHER EACH SIDE OF ® ® FRAME MEMBER EITHER A OR B 1,"x 2"x 0.125"CLIP AND(4) B MIN.(2)CLAMPS REQUIRED #10 x 3/4" S.M.S.EACH SIDE ® FOR CABLES � ® (NP.) MIN. 1/4"EYE BOLT.WELD EYE CLOSED(TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3"=T-0" Lawrence'E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT.P.E. 1-41 SECTION 1 SCREENED ENCLOSURES 2"x 2"x 0.063'PRIMARY ANGLE EACH SIDE SCREEN 'd'VARIES #10 x 3/4"S.M.S. EACH SIDE ( 4"SHOW (SEE SCHEDULE NEXT PAGE) 1"x 2"O.B. BASE PLATE(TYP.) Sd'MINIMUM EDGE DISTANCE SECONDARY ® ®I FROM EXTERIOR OF COLUMN 2"x(d-2")x 0.063"ANGLE TO OUTSIDE EDGE OF SLAB EACH SIDE OF COLUMN W/#10 - ® ® BOLT 0 *5d DISTANCE S.M.S. 1/4" 1-1/4' (SEE SCHEDULE NEXT PAGE) :t a 3/8' CONCRETE ANCHOR : GRADE (SEE SCHEDULE NEXT PAGE) • 1-1/4"MIN.CONCRETE NOTE:DETAIL ILLUSTRATES ANCHOR EMBEDMENT TYPICAL 2"x 4"S.M.B.COLUMN 2' 5d CONNECTION (MIN.) .(MIN.) SIDE VIEW TYPICAL S.M.OR SNAP SCREEN SECTION COLUMN CONCRETE ANCHOR THRU (2)#10 x 3/4"S.M.S. EACH SIDE ANGLE OR WITHIN 6"OF PRIMARY 2"x 2"x 0.063"ANGLE UPRIGHT IF INTERNAL SCREWS INTE BOSSES - 1"x 2"BASE PLATE(TYP.) -mien a C A • ° 1-1/4" MIN.CONCRETE NOTE: SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1 6-(MAX.) 6-(MAX.) ---- u. 3000 P.S.I. CONCRETE MAX.SPACING 24"O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTIO left DETAILS SCALE: 3"=1'-0" NOTE: FOR SIDE WALLS OF 2"x 4"OR SMALLER ONLY ONE ANGLE IS REQUIRED. Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-8556 PAGE © COPYRIGHT 2004 1-50 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT.P.E. SECTION 1 SCREENED ENCLOSURES BREAK FORMED OR EXTRUDED END CAP W/ INSULATED PAN ROOF OR COMPOSITE ROOF PANEL. OPEN WITH PAN ROOF. ALUMINUM BREAK FORMED 0.040"X 2"Z STRAP OR STANDARD L STRAP W/(2) #10 x 3/4"S.M.S.OR 1/4"THRU- SOLID COVER ATTACHED BOLT AND 112"PVC OR EQUAL (PER SECTION 7) FERRULE @ 24"O.C. S.M.OR SNAP SECTION A . VARIES _ (2)#10 x 1/2"S.M.S. SCREEN ROOF BEAM SUPER OR EXTRUDED GUTTER ATTACHED TO BEAM VARIES WITH 2-1/2"LONG S.M.S. SELECTED FROM SECTION 9 FOR BEAM SIZE SPACED AT (2)314"CORROSION 24"O.C. RESISTIVE AND WASHER HEADED SCREWS(PER FOR ALLOWABLE SPANS OF SECTION 9) SUPER OR EXTRUDED GUTTER AND CARRIER BEAM (SEE TABLE 1.10) NOTE: BEAM MAY BE ATTACHED TO SUPER GUTTER AND SOLID ROOF TO S.M.B.PROVIDED A STRAP OR 112" P.V.C.OR EQUAL FERRULE IS PROVIDED AT EACH BEAM. SUPER OR EXTRUDED GUTTER -SOLID ROOF/SCREEN ROOF COMBINATION SCALE: 3"= l'-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368.SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767.4774 FAX: (388)767-6556 PAGE © COPYRIGHT 2004 1-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H.and Latitudes Below 30"•30'-00"North(Jacksonville,FL) Tributary Load Width'W"=Beam Spacing Hollow Sections 3'-0" 1 -r-0" I 5'-0" I 6'-0" r-r - 8'-0" 9,.o- Allowable Span'L'1 bending V or deflection'cr 2"X 2"X 0.044" 9'-10" b 8--T b 1 7'-8" b 6'-11" b 6'-0" b 1 6-1" b 5'-8" b 2"x 2"x 0.055" 10'-9" b 9'-4" b 8'-4" b 7'-7" b T-1" b 6'-7" b 6'-3" b 2"x 3"x 0.045" 13'-4" b 11'-7' b 10'-4" b 9'a" b 8'-9" b 8'-2" b 7'-8" b 2"x 4"x 0.050" 14'-8" b 17-W b 11-4" b 10'-4" b 9'-7" b 1 8--11" b 8'-5" b Tributary Load Width'IM=Beam Spacing Self Mating Sections 3'-0" 5'-0" 1 6'-0" 8'-0" 91-0- Allowable Span'L'1 bending V or deflection'd' 2"x 4"x 0.044 x 0.100" 19'-11' b 17'-4" b 15'-6" b 14'-2" b 13'-1" b 17-3" b 11'-0" b 2"x 5"x 0.050"x 0.100" 24'-9" b 21'-5' b 19'-2" b 1 T-6" b 16'-2' b 15'-2' b 14"-3" b 28'-7" b 24'-9" b 22'-7" b 20'-3" .b 7'-6' b 16'-6" b 2"x 7"x 0.055"x 0.120" 37-3" b 27'-11" b 24'-11" b 27-9" b 21'-1" b 19'-9" b 18'-T b 2"x 7"x 0.055"w/Insert 47-10" b 37'-1' b 33'-2" b 30'4" b 28'-1" b 26'-3" b 24'-9" b 2"x 8"x 0.072"x 0.224" 41'-7" b 36'-1" b 37-3" b 29'-0" b 27'-3" •b 26-6" b 24'-0" b 2"x 9"x 0.072"x 0.224" 45'-1" b 39'-1" b 34'-11" b 31'-11" b 29'-6" b 2T-8" b 26'-1" b 2"x 9"x 0.082"x 0.310" 49'-6" b 47-11" b 38'-4" b 35'-0" b 37-5" b 30"-0" b 28'-7" b 2"x 10"x 0.092"x 0.369" 59'-6" b 51'-7" b 46'-1" b 47-1" b 38'-11' b 36'-5" b 34'-4" b Tributary Load Width'W'=Beam Spacing Snap Sections 3'-0" 4'-0" I Fo" I 6'-0" 7'-0" I 8'-0" I 9-.o- Allowable Span V/bending b'or deflection'd' 2"x 2"x 0.044" 11'-9" b 10`-2" b 9'4" b 8'-4" b T-8" b 7'-2" b 6'-9" b 2"x 3"x 0.045" 15"-1" b 13'-1' b 11'-8" b 10'-8" b 7-10" b 9"-3" b 8'-8" b 2"k 4"x 0.045" 18'-5" b 15"-11" b 14'-3" b 13'-0- b 17-1' b 11'-3" b 10'-8" b 2"x 6"x 0.062" 31'-3" b 27'-1" b 24'-2" b 22'-1" b 20'-5" b 19'-2" b 18140" b 2"x 7"x 0.062" 34'-9" b 30"-1" b 26'-11" b 24--7" b 27-9" b 21'-3" b20'-1" b Note: 1.Thicknesses shown are"nominal"industry standard tolerances.No wail thickness shall be less than 0.040". 2.The structures designed using this section shall be limited to a maximum combined span and upright height of 55'and a maximum upright height of 217.Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10#/Sq.Ft.for up to a 150 M.P.H.wind load. 4. Span is measured from center of beam and upright connection to fascia or wail connection. 5. 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. 6. Pudin spacing shall not exceed 6'-8". For beam spans greater than 49-0"the beam at the center puriin and one pudin for each 14'-0"on each side of the center pudin shall include lateral bracing as shown in detail(48'-0")span with purlins at 6'-8" o.c.center puriin and(2)purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max.'L'for 7'x 4"x 0.050"hollow section with"W'=5"-0" = 11'-4" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767.4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2604 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post/Upright Heights for Primary Screen Wali Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14#f sq.W Tributary Load Width'W'=Upright Spacing Hollow Sections 3'-0" 4'-0" 1 5'-0" I 6'-O" r-O" 1 8'-0" 1 9'-0" Allowable Height'H'i bending V or deflection'd' 2"x 2"x 0.044" 8'4" b 7'-3" b 6'-6" b T-11' b 5'-6" b 5'-1" b 4'-10" b 2"x 2"x 0.055" 9'-1" b T-11" b T-1" b 6'-5" b 5'-11' b 5'-7" b 5'-3" b 2"x 3"x 0.045" 11'-3" b 9-0" b 8'-9" b 7'41" b 7'S' b 6'-11" b 6'-6" b 2"x 4"x 0.050" 12'-5" b 19-9" b 9'-7" b 8'-9" b 8'-1" b 7'-7' b 7'-2" b Tributary Load Width W=Upright Spacing Self Mating Sections 3'-0" 5'-V I 6'-0" 7'-0" 1 8'-0" Allowable Height'H'I bending'b'or deflection Id' 16'-11" b 3'-1' b 11'-11(' b 11'-1' b 10'4" b 9'-Y b 2"x 5"x 0.050"x 0.100" 20'-11" b 18'-1' b 16'-2" n'b 14'-9" b 13'-8' b 12'-10" b 12'-1" b 2"x 6"x 0.050"x 0.120" 24'-2" b 20'-11" b 18'-9" b 17'-1' b 15'-10' b 14'-10" b 13'-11" b 2"x T"x 0.055"x 0.120" 27'-3' b 2Y-r b 21'-1" b 19-" b 1T-10' b 16'-8" b 15'-9" b 2"x 7"x 0.055"wl Insert 36'-W b 31'-4' b 28'-1" b 25-7" b 23'-9' b 2Z-2" b 20'-11" b 2"x 8"x 0.072"x 0.224" 35'-2' b 30-W b 2T-3" b 24'-10' b 23'-0" b 21'-6" b 20'-4" b 2"x 9"x 0.072"x 0.224" 38'-2" b 3Y-W b 29'-6" b 26'-11" b 24'-11" b 23'-4" b 22'-0" b 2"x 9"x 0.082"x 0.310" 41'-10' b 36'-3" b 37-5" b 29'-7' b 27'-0" b 25'-8" b 24'-2' b 2"x 10"x 0.092"x 0.369" 50'-4" b 43'r b 38'-11' b 35'-r b 37-11" b 30'-10' b 29-1" b Tributary Load width M/'=Upright Spacing Snap Sections 3'-0" 4'-0" 1 5%0" 6'-0" I r-0" I 8'-0" 9'-0" Allowable Helght'H'I bending W or deHection'd' 2"x 2"x 0.044" 9'-11' b 8'-7" b 7'-8" b 7'-0" b I 6'-6" b 6'-1" b 5'-9" b 2"x 3"x 0.045" 12'-9" b 11'-0" b 9'-10" b 9'-0" b 8'-4' b 7'-10" b 7'-4" b 2"x 4"x 0.045" 15'-7" b 13'-6" b 12'-1" b 11'-0" b 1a-r b 9'-7" b 8'-11" b 2"x 6"x 0.062" 26'-6" b 22'-10" b 20'-5" b 18'-8" b 1T-3' b 16'-r b 16-3" b 2"x 7"x 0.062" 29'-5" b 25'-5" b 22'-9" b 20'-9' b 19'-3" b 17'-11" b 16'-11" b 'For allowable heights at wind velocities other than 120 MPH,see conversion table 1A on the specification page for tables at the beginning of this section and example below. Note: 1.Thicknesses shown are"nominar industry standard tolerances.No wall thickness shall be less than 0.040'. 2. Using screen panel width'W'select upright length'H'. 3. Above heights do not include length of knee brace. Add horizontal distance frau upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20'in mean roof height. 5. Height is to be measured frau center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2"x 2'x 0.044"min.and set @ 36'in height can be considered as residential guardrails provided they are attached with min.(3)#10 x 1-112"S.M.S.into the screw bosses and do not exceed 8'-0"in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C'EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED,SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)787-4774 FAX: (386)767.655 PAGE Op © COPYRIGHT 2004 1"58 NOT TO BE REPRODUCED IN WH(V F nR Ikj PART wrn M n+r:wwIrrc.I ocoauccv,.. .wuroce nc c e. SCREENED ENCLOSURES SECTION 1 Table 1.4 Allowable Post/Girt/Chair Rail Spans, Header Spans&Upright Heights for Secondary Screen Wali Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14#I sq.ft.' A.Sections As Horizontals Fastened To Posts With Clips Tributary Load Width W Hollow Sections 3'-6' 1 4'-0" 1 4'-0" 1 5'-0" I 5'-6" I 6'-0" I 6'-8" Allowable Haights'H'I bends b'or deflection'd' 2"x 2"x 0.044" 6'-10" d 6'-6' b 8 4" b 5'-9" b 5'-6" b1 5'-3" b 1 T-00 b 2"x 2"x 0.055" T-3" d 6'-11" d 6'-8" b 6'4" b 6'-0' b 5'-9" b1 5'-6" b 3"x 2"x 0.045" T9" d T-5' d T-1" d 6'-10" d 6'-T bl 6'-4" b 5'-11" b 2"x 3"x 0.045" 9'-4" b 8'-9" b 8'-3" b T-10" b T'-5" b T-2" b 6'-9" b 2"x 4"x 0.050" 10'-3" b 9'4- b —=r—b 8'-7" b 8'-2" bi 7-10" bi T-5 b snap Sections I Allowable Heights'IT i bendin 'b'or deflection'd' 2"x 2"x 0.044' 7' d 7'-2" di 6'-11" dl 6'-8" bi 6'-4' b 6'-1" bi 5'-9" B.Sections As Horizontals Fastened To Posts Throug TributaryLoad Width W Hollow Sections 3'.6' 4'-6" 1 W-0" 1 5'-6" I 6'-V Allowable Heigh 'H'I bendsng'b'or defiection'cr 2"x 2"x 0. T lb Jbi 6'-10" b 6'-6" b 6'2" b 5'-11" b '-T b 8'-5" T-5' b T-1" b 6-9' b '-5" 6'-1" b 9'-38'-2" b T-9" b 7'-5" b T-1" b 6'-8" b 2"x 3"x 0.045" 10'-5" 9-2" b 8'-9" b 8'-4" b T-11" b 7'-7" b 2"x4"x 0.050" 11'-6" 10'-1" b W-7" b 1 W-2" b I W-9" b 1 8'-4" b snap Sections Allowable Haights'H'I bends b'or deflect!on'd' 2"x 2"x 0.044" 1 9'-2" b 1 8'-7" b I 8'-1" b I T-8" b L T-4" b 1 7'-0" b 1 6'-8" b For allowable heights at wind velocities other than 120 MPH,see conversion table 1A on the specifications for tables page at the beginning of this section and example below. Notes: 1.Thicknesses shown are"nominal"industry standard tolerances.No wall thickness shall be less than 0.040". 2. Using screen panel Width'W'select gist lengths. 3. Site specific engineering required for pool enclosures over 20'in mean roof height. 4. Span is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2'x 2"x 0.044"min.and set Qa 36"in height can be considered as residential guardrails provided they are attached with min.(3)#10 x 1-1/2"S.M.S.into the screw bosses and do not exceed 8'-0'in span. 6. Girt spacing shall not exceed 6'-8". T. Spans may be interpolated. IF HEIGHTS FOR'C'EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED,SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTON&FL 32121 TELEPHONE: (386)757.4774 FAX: (386)767-6556 PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-59 SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing Beam Upright Minimum Puriin,Girt Deck Notes Minimum Number of Screws* Beam Stitching Size Size &Knee Brace Size" Anchors #8 x'h" #10 x'h" 0 6crew @ 24"O.C. 2"x 3" 2"x 3" 2"x 2"x 0.044" 2 Full Lap 6 4 4 2'x 4" 2"x 3" 2"x 2"x 0.044" 2 Full Lap 8 6 4 #8 2"x 4" 2"x 4" 2"x 2"x 0.044" 2 Full Lap 8 6 4 #10 2"x 5" 2"x 3" 2"x 2"x 0.044" 2 Full Lap 8 6 4 1 #8 2"x 6" 2"x 3" 2"x 2"x 0.044" 4 Full Lap 10 8 6 #10 Partial Lap 10 8 2"x 7" 2"x 4" 2"x 2"x 0.044" 4 Partial Lap 14 12 10 #12 2"x 8" 2'x 5" 2"x 3"x 0.044" 6 Partial Lap li16 14 12 #14 2"x 9" 2'x 6" 2"x 3"x 0.045" 6 Partial Lap 1 18 16 14 #14 2"x91 2"x 7" 2"x 4"x 0.050" 8 P;91'Lap 1 20 18 16 #14 2"x 10" 2"x 8" 2"x 4"x 0.050" 10 Partial LODI 20 1 18 16 #14 Screw Size Minimum Distance and Specing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness #8 5/16" , 5/8" 2"x 7'x 0.055"x 0.120" 1/16"=0.063" #10 3/8" 3/4" 2"x 8"x 0.072"x 0.224" 1/8'-0.125" #12 1/2" 1" 2"x 9"x 0.072"x 0.224" 1/8"=0.125" #14 or 1/4" 3/4" 1-112" 2"x 9"x 0.082"x 0.306" 118"=0.125" 5/16" 7/8" 1 1-3/4" 2"x 10"x 0.092"x 0.369" 1/4'=0.25" 3/8" 1" 1 2" ' Refers to each side of the connection of the beam and upright and each side of splice connection. 0.082"wail thickness,0.310"flange thickness Note: 1.Connection of 2"x 6" to 2"x 3"shall use a full lap art or 1116"gusset plate. 2.All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3.For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. 4.The number of screws is based on the maximum allowable moment of the beam. 5.The number of deck anchors is based on RAWL R Tapper allowable bad data for 2,500 psi concrete and/or equal anchors may be used.The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 112 the screws on each side of the cut. 8. All beam to upright connections for 2"x 7"beams or larger shalt have an internal or external gusset plates.Gusset plates are required for mansard or gable splice connections. 9.For gusset plate connections 2"x 9"beams or larger use 3/4"long screws. 10. The side wall upright shall have a minimum beam size as shown above,ie.,a 2"x 4"upright shall have a 2"x 3"beam. 11.Connect beam to upright w/H-bar,gusset plate,or angle dips for each splice with 1/2 the screws on each side of the cut. 12.For girt size use upright size(i.e.2"x 6"). Read the 2"x 6"beam row for min.girt of 2"x 2"x 0.044". Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0'-2'-0" 2"x 2"x 0.044" 2"H-Channel With 3 #10 x 1/2"EACH SIDE To 3'-0" 2"x 3"x 0.045" 2"H-Channel With 3 #10 x 1/2'EACH SIDE To 4'-6" 2"x 4"x 0.044"x 0.12" 2"14-Channel With(4)314"long screws (size to be determined by beam size,see table 9.6) (See Table 1.6 For Number Aril Size Of Screws) Note: 1. For required knee braes greater than 4'-6"contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shah be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (366)7674774 FAX: (386)7676556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. 1-61 SECTION 1 SCREENED ENCLOSURES Table 1.10 Allowable Spans for 5"Super Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side Aluminum Alloy 6063 T-6 For Areas with Wind Loads 150 M.P.H.or Less and Latitudes Below 30*-W-00"North 1/2 Screen Roof Bean Span 12'-0"• 1 14'-0" 1 16'-0" 1 18'-0" 1 20'.0 Beams And 1/2 Solid Roof BeamSpan 5"Super Gutters514" 5`-0" 5'-0" 5'-0" 5'-0" 5'-0" 2"x 6"x 0.050"x 0.120" 11'-0' b 10'-11" b 10'-7" b 10'-3" b 9'-11" b 9'-9" b 9'-6" b 11'-8" b 11'4" b 10'-11" b 10'48" b 10'-4" b 10'-1" b 2 x 7"x 0.055" w/insert 15'-3" b 14'-8" b 14'-3" b 13'-10" b 13'-5" b 13'-1" b 12'-9" b 2"x 8"x 0.072"x 0.224" 14'-10' 14'4" b 13'-10" b 13'-5" b IT-1- b 12'- " b 12'-0" b 2"x 9"x 0.072"x 0.224" 15'-11" b 16-5' b 14'-11" b'—f476-- b 14'-1" b 13'-8" lb 13'4" b 2"x 9"x 0.082"x 0.306" 1 T-4" b 16'-9" b 16'-2" b 15'-9" b 15'-3" b 14'-10" 14'-6" b 2"x 10"x 0.092"x 0.369" 20'-7" b 19'-11" b 19'-3" b 18'-8` b 18'-2" b 1T-8" Ir-3" b Notes: 1. If the solid panel is greater or less than 10'-0",then the 1/2 the allowable screen roof beam span shall be adjusted by the factor of+/-2 x 112(the solid roof pard span difference between the actual and 1(Y-O"). The adjustment to the allowable screen roof panel width Is applied as a plus if the solid roof panel is larger than 10'-0"and minus if the solid roof panel is smaller than 1 O'-0". I , 2. For span of"L"of beam;use screen panel width"W"from drawing. 3. Load span=1/2 of screen beam length+1/2 of solid roof span. 4. Spans are based on a minimum of 10#/Sq.Ft.for screen and up to a 150 M.P.H.wind bad for solid roof portion. 5. Spans may be interpolated. 6. For minimum beam to upright sizes use Table 2.3. Table 1.11 K-Bracing Fastening Schedule Number of#10 x 3/4"S.M.S.Re uired Maximum Corner Post Diagonals(K) intermediate Corner Post Plate to Wall Width= Top per End Post Q Chair Rail @ Bottom Sole Plate 20'-0" 2 2 4 2 2 30'-0" 2 2 4 2 2 40'-0" 3 4 6 2 2 50'7 4 5 8 3 3 60'-0" 6 7 12 3 3 Note: Maximum front wall height =10'-0" Use front wall width when determining number of s.m.s.for the side wall K-bradng. Use side wall width when determining number of s.m.s.for the front and/or bads wail K-bracing. Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 92121 TELEPHONE: (386)767-4774 FAX: (386)767-6556 PAGE FCCNOoT YRIGHT20041"64 TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT.P.E. ri L� C � CITY OF ATLANTIC BEACH cc: sy BUILDING / ZONING DEPARTMENT DFt5l' ins 800 Seminole Road Atlantic Beach,Florida 32233 rIill (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # o�)' -.5(n�4L Property Address: , 1 -7 qn pof V, T-Cavo Applicant: 2:1 . J b r L rt5-Xrf n , Z y C,. Project: If72 to t t `- C f f n F oc l(r�rr)This ermit application has been: T7Approved r-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: i4 Date: 5( 2 Z h Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations&Additions) Date: 2 Job Address: c13 uC Owner of Property: j c oc Address: <_4rL,MeTelephone: Legal Description: Block Number: / Lot Number: / Zoning District: Contractor: 51, f 4w_;- Scrc Q State License Number: C).3 2. Contractor Address: / v L e7 2 Telephone: 013 - Lrq y37-,V �38�) 92— Describe roposed use and work to be done: OvtIl— /lG/ " .1004e lfrz Present use of land or building(s): Valuation of proposed construction: -7D Dimensions of the added space: 41.3 feet x 2– feet Will this project involve: /I D ❑ Heating&Air- ❑ Plumbing ❑ Electrical ❑ Fireplace Conditioning Is approval of Homeowner's Association or other private entity required? j�O If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the nriainallii..pe viols area or the removal of any trees? 0. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding this application(please print). Name: S��i�l L v It-C ev Mailing Address: /��/ ��,� Z119J`lL47t__4, -7 7 Telephone: �3RL� 13 7 -am3 Fax:�3g�) 3LS-- 93yE� E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. / / Signature of Owner: �'v� Date: 7 r a� /U(� AS TO OWNER: Sworn to and subscribed before me this 7 2 day of �it ,20 e,4 • State of Florida,County of Duval .C� W__ W Notary's Signature: I Pukk-O �d Fbdi ❑ Personally known Produced identification NMon S306i4T e of identification roduced rM Nwawt 11>Mn. YP P Signature of Contractor. Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of d A ,20 . �a State of Florida,County offal- Ptrvtanc .t` . PATRICIA A. EVANS Notary's Signaturk� ..t .2 L7 , (�Qzatj Notary Public- State of Florida 'a Cwrm ' May Personally known Commission E DD 10557 Bonded By National Notary Assn. F-1 Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 NOTICE OF COMMENCF Doc#2006178301,OR BK 13278 Page 1915, Number Pages: 1 State of ��G` Filed&Recorded 05/22/2006 at 12:57 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY County ofI,/c-,— RECORDING$10.00 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in 's NOTICE OF NCEMENT. Legal Description of property being improved: / 7 1 /�S'�---� ��(rffDC(P Address of property being improved: ):7 9�� 5+� �C7 d /E'®'�GT� ���z✓�7 C �Cx��cn General description of improvements: r&e n oel 510 G0115 �l� r C Owner: AZI GC1 Address: ��; /:lc5f /4416 7�az '- Owner's interest in site of the improvement: Atboinf. 6 each�� - o �3 Fee Simple Titleholder(if other than owner): Name: Contractor: G4. T G 4,5 ee'rl �'n �^ / —7 Address: 1678 {� CI /✓I '• A� /—� 2--/ / 7 Telephone No.: L3961937-X2-7\3 Fax No: (3 96 ) 32—P 9S--3 7 Surety(if any) Address: Amount of Bond$ 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 Signed: Date: 2 Z „« „� '�'�' ' • Before 2 day of , in the County of D val,State �Y PWk-StO o/Fbft Of Florida,has personally appeared Y1 Le-1 :1 6,�,_ IYU 1,vi (714 �r�xPkft mar ZO 2010 Notary Public at Large,State of Florida,Co ty of Duval. L/ 53M My commission expires: � �NOE�ty Assn Personally Known: or Produced Identification: L L ri!.�Lljy� CITY OF ATLANTIC BEACH Cc: s }' BUILDING / ZONING DEPARTMENT o rd 800 Seminole Road Atlantic Beach,Florida 32233 ���JF319 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: Project: T—Q�- f Ia 1 1 � nan EncictiLLc..2 This permit application has been: E--Approved Reviewed and the following items need attention: Please re-submit your applicatio when these items have been completed. Reviewed By: ��' ADate: GAS- 2 G Gov Date Contractor Notified: CITY OF ATLANTIC BEACH r BUILDING PERMIT APPLICATION 1 (Alterations&Additions) Date: Job Address: Owner of ProPAY: > '' Address: �;L(VteTelephone: Legal Description: Block Number: Lot Number: / Zoning District: ` Contractor: -V f 4-5- , Scree,, State License Number: 3� Contractor Address: rl & 4 6%L ? Telephone: - x/37 �38�, 3215— - Describe proposed use and work to be don : „S t� o411r-.— ec✓ Present use of land or building(s): Valuation of proposed construction: Jot?tea Dimensions of the added space: Zf 3 feet x Zt j feet Will this project involve: /10 T� ❑ Heating&Air- ❑ Plumbing ❑ Electrical ❑ Fireplace . Conditioning Is approval of Homeowner's Association or other private entity required? 114) If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the.original imoerviouts area or the removal of any trees? Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑YES Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this infonmation, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and flour(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 http://www.cLatlantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding this application(please print). Name: 5e4i, G o Ile ev Mailing Address: I.P�11' a,pc,'z /"7 .0 .47 t`sQ� �L '7 7 aj?o 3 7 /,rq_ Fax: 3zS= 93�f.� E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and confect. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: A, Date: S(ate/Cl AS TO OWNER Sworn to and subscribed before me this 7 2 day of 20&1,6 . State of Florida,County of Duval Fk- - - Signature dll Notary's SiY AM-SW d Flood. Personally known aa"M E*m MW 20,20ommis"ale 00 530684Produced identification py No*"Nolwy Ann Type of identification produced rZ of Contractor. G Date: �� fZyg�-UO AS TO CONTRACTOR: r Sworn to and subscribed before me this LrYL day of T(4 ,2006. State of Florida,County of-laval- Put ytanr . —— e _ _. 6 ,�,1;s;�"", PATRICIA A. EVANS Notary's Signature�_��,4 (r.11 Q, ca ( aL&g) ? �'. Notary Public-State of Florida • MY Comm�m"aa,2aos Personally known -� Commission 8 DO 105578 .;;.••' Bonded By National Notary Assn. ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fag: (904)247-5845 •http://www.cLatiantic-beach.fLus Page 3 Revised 8/04 Gs'T-iO-'�ONlS e.)".'T P'_3L-,:. EEFEEN-EF. 4TH C1;' 5346 .s_+:3c P.01%F92 MAP SHOWING BOUNDARY SURVEY Of GGT• // 451-ocx J4 fAfL VA kl4 V/N,4U�t!/T Afo. E3 A8 RECORDED!N P-A'AOOit WE !2 DF THE CUR.OT NJH;'G Kcoppt Or &VP/ MRTr.FLONA N LeP frrEp; r0JL'a.a AAEW+AN A:NIEMCLVK"jNTSY,1_1f*ROME LOANS,j.W.: I �NFt18Tf�Pi•ER�.tiJF3T.PJB'STEWART;ITL:GUARANTY C,CVPA-vv VE If V ' fi i'i• 8���Ie• 1s•.v .5w 7r It I Det K t0 N tN City of Atlan"swab :a moi•-�.._.. _ �m w� &W Z t ar R N. 66 42'S6"WAppirml Nil" ton g',2 Vbt'DBion a cal la d of f nrz� 'ewMince Li development regulations, but doaconstit e approval for the issuance of permits. omplia e with Florida Building Code and all othe applhW le cal, State and Federal permitting r uirenle is ust be verified by signature of the Cit of Atla tic Beach Builriing Off' ial prior to the is uance o a Building Permit. IQAt"ec•CEo -44AWA y A* awe r!•as3� � Approved Fay: n + ri �„UQMEA yv+tl*N no, .0 m& ty Dever,rnent Dire t r 11MrLEQMND an •rJ If" t 4 y`w M. 1118M AW some W!� sM�w Mwwr nr sNM JMrr lilt w*Ais PA yn C pct AU AM r .1 . L ��/sgAI fie J,vm86WAa. M' 'rr K M.prswr e+►r wq 1r Ayw1I V Y►Ml�y '�^'�' _ I M1 N► .;�p►jM y, ,.r�NnrrV ss�sir rl��r eyryo `MIw MN11►r� �6�7q hwfmr Ar WN lY Aa ami, I iY� iir( �ail-TlOI �•..••.• _._.._. am � r Ml*"R'r'1F1 car (� paOW T3TFL P.01 C'Aff� 13 . , _ 3X3 , r - � 2,X : 23 %alopnv�e L' 3 , ey ts,n ��f_ Fes' . tx i I J4, T L'o 1 x SECTION 1 SCREENED ENCLOSURES �`- -�` - PURLINS(TYP.) I W I PERIMETER MEMBER CABLE CONNECTION (SEE TABLE 1.3) H2 (SEE DETAILS SECTION 1) H1 GIRT GRADE K-BRACING(OPTIONAL) CABLE CONNECTION GIRT(TYP.) (SEE DETAILS SECTION 1) SCREEN(TYP.) EE J, NOTE:USE H2 FOR CABLE AREA CALCULATION TYPICAL MANSARD ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM BEAM SCREEN w (SEE TABLE 1.1 OR 1.8) tl PERIMETER WALL FRAME (TABLES 1.3 AND 1.4) H K-BRACING(OPTIONAL) DIAGONAL ROOF BRACING ALUMINUM COLUMNS (SEE SCHEMATIC SECTION 1) (TABLE 1.3 AND 1.6) CABLE BRACING GIRT(TYP.) SW 1"x 2"(TYP.) SIZE MEMBERS PER APPROPRIATE TABLES TYPICAL OMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 1-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREENED ENCLOSURES SECTION 1 BEAM NOTCHED AROUND CONTINUOUS 2"x 2"OR(4) - i' SPLINE GROOVE 2"x 3' ® ® ® ALTERNATE FLAT ROOF ® - - - - - x MINIMUM POST SIZES D REQUIRED FOR EACH BEAM `c•� SIZE(SEE TABLE 1.6) x (V SELECT FASTENER SIZE, NUMBER AND PATTERN (SEE TABLE 1.6&9.5A OR 9.513) 2" x 6" BEAM TO 2" x 3" UPRIGHT CONNECTION DETAIL SCALE: 3"=1'4r Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214366,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6556 Q COPYRIGHT2884 PAGE SCREENED ENCLOSURES SECTION 1 CUT 2"x 4",2"x 5",OR 2"x 6" BEAMS TO SLIDE OVER EACH 2"x 2"PURLINS ATTACHED OTHER 2"x 7"&LARGER TO BEAM W/MIN. PROVIDE GUSSET PLATE (3)#10 x 1-1/2"S.M.S. (INSIDE OR OUTSIDE BEAM) SAME WALL THICKNESS AS BEAM WALLS OR LARGER (SEE TABLE 1.6) e e MINIMUM SPACING (PER TABLE 1.6) (SEE SPLICING DETAIL PAGE 1-17) FASTENER SIZE,NUMBER AND SPACING PER PAGE 1-19 (SEE TABLE 1.6) TYPICAL SIDE PLATE CONNECTION DETAIL SCALE: 3"=1'-0" CUT 2"x4",2"x5",OR2"x6" h BEAMS TO SLIDE OVER EACH OTHER 2"x 7"&LARGER PROVIDE GUSSET PLATE ® ®� (INSIDE OR OUTSIDE BEAM) SAME WALL THICKNESS BEAM WALLS OR LAR (SEE TAB .6) ®® ®® �e e e ® @ FASTENER SIZE,NUMBER AND ® SPACING PER PAGE 1-19 (SEE TABLE 1.6) ALL GUSSET PLATES SHALL BE A MINIMUM OF 5052 H-32 ALLOY OR HAVE A MINIMUM YIELD STRENGTH OF 23 ksi TYPICAL SIDE PLATE CONNECTION DETAIL - MANSARD ROOF SCALE: 3"=V-0" Lawrence E. Bennett, P.E. FL# 16644 CML ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368.SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767.6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMI&c;KM OF I AwPrmrF F RFAIIJPTr D G 11-117 SECTION 1 SCREENED ENCLOSURES FOR SCREW SIZES SEE 2-1/2"MIN. S.M.S.OR LAG SECTION 9 SCREW INTO 2"x-FASCIA OR IF NO SUB-FASCIA INTO RAFTER TAILS 2"WIDE x 0.050"(MIN.)STRAP SPACING PER LOCATION FASCIA DETAIL PAGE 1-21 SELF MATING BEAM (SIZE VARIES) SUPER OR ® EXTRUDED ® GUTTER SOFFIT ® NOT MORE 1"x 2"x 0.062"P.T. LUMBER THAN 1/3 OF BLOCKING W/0.024"BREAK ® ® GUTTER HEIGHT I FORM CAP OR 1"x 2" 2"x 2"ANGLE W/(4)S.M.S. � ANGLESAABLE ONLY W/ROOF ESS THAN 3°UP TO EACH SIDE TO BEAM TO 5"IN 12"ROOF SLOPES) SUPER OR EXTRUDED FOR ROOF SLOPES GREATER GUTTER THAN 5"IN 12"USE 1/8"x 2"x RECEIVING CHANNEL ANGLE AS REQUIRED 2-1/8"x 1"W/(2)#8 x 1/2" S.M.S. EACH SIDE OF BEAM MAX.DISTANCE FROM FASCIA TO HOST STRUCTURE WALL 24"WITHOUT SITE SPECIFIC ENGINEERING TYPICAL SELF MATING BEAM AND SUPER OR EXTRUDED GUTTER CONNECTION SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 _ FAX: (386)767-6556 PAGE © COPYRIGHT 2004 1-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I-BENNETT,P.E. SCREENED ENCLOSURES SECTION 1 HOST STRUCTURE PANELS/ELEMENTS O ELEMENTS BRACED BY UNBRACED BY HOST DIAGONALS STRUCTURE TO BE BRACED ALTERNATE BRACING BY DIAGONALS IN — — — PATTERN,CORNER BRACES PERIMETER PANELS(MIN.) STILL REQUIRED ELEMENTS BRACED BY HOST Q CABLE OR STRUCTURE CONNECTION K-BRACING (IN WALLS) BEAMS AND/OR PURLINS OZ � J 0= � ma TYPICAL LAYOUT 47 BEAMS OR PURLINS CABLE OR CABLE OR K-BRACING K-BRACING (IN WALLS) (IN WALLS) EACH DIAGONAL TO BE 2 x 2(MIN)ROOF DIAGONAL, FASTENED EACH END W/(2) MEET WALL AT WALL BRACING EACH#10 S.M.S.(MIN.) AT CORNERS(TYP.) (POOL ENCLOSURE SCREEN ROOF MAY BE FLAT,GABLE, MANSARD, DOME,OR HIP) POOL ENCLOSURE DIAGONAL BRACING -SCHEMATIC PLAN VIEW SCALE: 3/8"=l'-0" Lawrence E. Bennett, P.E. FL# 16644 CML ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214366,SOUTH DAYTONA,FL 32121 TELEPHONE: (385)767-4774 FAX: (386)767$556 © COPYRIGHT 2004 PAGE .— ,,,.. ,,._ �.�... .. - 4_lack SCREENED ENCLOSURES SECTION 1 (5)#10 S.M.S.(MIN.) 1/8"x 1-1/2"x 8"FLAT BAR 0.125"PLATE OUT ON 45°ANGLE EYE-BOLT OR TURNBUCKLE R CABLE TENSION STAINLESS STEEL(SEE TAB PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS AT CORNE SCALE: 3"= V-0" _ A ALTERNATE: USE(1) 1/4"x 1-1/4"FENDER ® � WASHER EACH SIDE OF FRAME MEMBER EITHER A OR B 1"x 2"x 0.125'CLIP AND(4) B MIN. (2)CLAMPS REQUIRED #10 x 3/4" S.M.S. EACH SIDE (TMP.) FOR CABLES ® ® ® ® MIN. 1/4"EYE BOLT.WELD EYE CLOSED"P.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3"= V-0" Lawrence'E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6556 © COPYRIGHT 2804 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. 1-41 SECTION 1 SCREENED ENCLOSURES 2"x 2"x 0.063"PRIMARY ANGLE _ EACH SIDE SCREEN 7LV VARIES #10 x 3/4"S.M.S. EACH SIDE 4"SHOW (SEE SCHEDULE NEXT PAGE) 1"x 2"O.B. BASE PLATE(TYP.) 5d*MINIMUM EDGE DISTANCE SECONDARY ® ®( FROM EXTERIOR OF COLUMN 2"x(d-2")x 0.063"ANGLE TO OUTSIDE EDGE OF SLAB EACH SIDE OF COLUMN W/#10 ® ® BOLT m •5d DISTANCE S.M.S. 1/4' 1-1/4" (SEE SCHEDULE NEXT PAGE) r d CONCRETE ANCHOR :' ., ♦ GRADE (SEE SCHEDULE NEXT PAGE) 1-1/4"MIN. CONCRETE NOTE: DETAIL ILLUSTRATES ANCHOR EMBEDMENT TYPICAL 2"x 4"S.M.B.COLUMN 2" 5d ` CONNECTION (MIN.) '(MIN.) SIDE VIEW TYPICAL S.M.OR SNAP SCREEN SECTION COLUMN CONCRETE ANCHOR THRU (2)#10 x 3/4"S.M.S. EACH SIDE ANGLE OR WITHIN 6"OF UPRIGHT IF INTERNAL PRIMARY 2"x 2"x 0.063"ANGLE SCREWS INTO SCREW 1"x 2"BASE PLATE BOSSES (TYP•) d e v 1-1/4" MIN.CONCRETE NOTE:SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1 6"(MAX) 6"(MAX.) 3000 P.S.I. CONCRETE MAX. SPACING 24"O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION DETAILS SCALE: 3"= l'-0" NOTE: FOR SIDE WALLS OF 2"x 4"OR SMALLER ONLY ONE ANGLE IS REQUIRED. Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 -50 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. SECTION 1 SCREENED ENCLOSURES BREAK FORMED OR EXTRUDED END CAP W/ INSULATED PAN ROOF OR COMPOSITE ROOF PANEL. OPEN WITH PAN ROOF. ALUMINUM BREAK FORMED 0.040"X 2"Z STRAP OR STANDARDL STRAP W/(2) #10 x 3/4"S.M.S.OR 1/4"THRU- SOLID COVER ATTACHED BOLT AND 1/2"PVC OR EQUAL (PER SECTION 7) FERRULE Q 24"O.C. S.M.OR SNAP SECTION I-VARIES (2)#10 x 112"S.M.S. SCREEN ROOF BEAM SUPER OR EXTRUDED GUTTER ATTACHED TO BEAM VARIES WITH 2-1/2"LONG S.M.S. SELECTED FROM SECTION 9 (2)314"CORROSION FOR BEAM SIZE SPACED AT RESISTIVE AND WASHER 24"O.C. HEADED SCREWS(PER FOR ALLOWABLE SPANS OF SECTION 9) SUPER OR EXTRUDED GUTTER AND CARRIER BEAM (SEE TABLE 1.10) NOTE: BEAM MAY BE ATTACHED TO SUPER GUTTER AND SOLID ROOF TO S.M.B.PROVIDED A STRAP OR 112" P.V.C.OR EQUAL FERRULE IS PROVIDED AT EACH BEAM. SUPER OR EXTRUDED GUTTER -SOLID ROOF/SCREEN ROOF COMBINATION SCALE: 3'= 1'-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214388,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)787.4774 FAX: (386)767-6558 PAGE © COPYRIGHT 2004 1-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H.and Latitudes Below 30"-30'-00"North(Jacksonville,FL) Tributary Load Width'W'=Beam Spacing Hollow Sections 3'-0" 4'-0" 1 5'-0" 1 6'-0- T-0" - 8'-0" Allowable Span'L'/bending b'or deflection I& 2"x 2"x 0.044" 9'-10" b 8'-7" b 7'-8" b 6'-11" b 6'-6" b 6'-1" b 5'-8" b 2"x 2"x 0.055" 10'-9" b 7-4" b 8'-1" b 7-7" b T-1" b 6'-7" b 6'-3" b 2"x 3"x 0.045" IT-4- b 11'-T' b 10'-4" b 7-5" b 8'-9" b 8'-2" b 7'-8" b 2"x 4"x 0.050" 14'-8" b 17-W b 11'4" b 10'4" b 9'-7" b 8'-11" b 8'-5" b Tributary Load Width W=Bean Spacing Self Mating Sections 3'-0" 4'-0" 1 5'-0" 1 6'-0" 8'-0" 9'-0" Allowable Span'L'/bending b'or deflection'd' 2"x 4"x 0.044 x 0.100" 19'-11" b 17-4" b 15'-6" b 14'-2" b 13'-1" b 12'-3" b 11'-6" b 2"x 5"x 0.050"x 0.100" 24'-9" b 21'-5" b 19'-2" b 17'-6" b 16'-2" b 15'-2" b 14'-3" b 28'-7" b 24'-9" b 22-2" tip 20'-3" .b 17'-0' b 16'-6" b 2"x 7"x 0.055"x 0.120" 32'-3" b 27-11" b 24'-11" b 22'-9' b 21'-1" b 19'-9" b 18'-7" b 2"x 7"x 0.055"w/insert 47-10" b 37-1" b 33'-2" b 30'4" b 28'-Y b 26'-3" b 24'-9" b 2"x 8"x 0.072"x 0.224" 41'-7" b 36'-1" b 32'-3" b 29'-5" b 2T-3' .b 26-6" b 24'-0" b 2"x 9"x 0.072"x 0.224" 45'-1" b 39'-1 b 34'-11" b 31'-11" b 29'0 b 27-8" b 26'-1" b 2"x 9"x 0.082"x 0.310" 49'-6" b 42'-11" b 38'-4" b 35'-0" b 37-5" b 30'-0" b 28'-7" b 12"x 10"x 0.092"x 0.369" 59'-6" b 51 W- b 46'-1" b 42'-1" b 38'-11- b 36'-5" b 34'-4" b Tributary Load Width'W'=Beam Spacing Snap Sections 3%0" 4'-0" I 5'-0" I 6'-0" T-0' 1 8'-0" 1 9'-0" Allowable Span'L'/bending b'or deflection'd' 2"x 2"x 0.044" 11'-9" b 10'-2" b 9'-1" b 8'-4" b 7'-8" b 7'-2" b 6'-9" b 2"x 3"x 0.045" 15'-1" b 13'-1" b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 8'-8" b 12"x 4"x 0.045" 18'-5" b 15'-11" b 14'-3" b 13'-0" b 12'-1- b 11'-3" b 10'-8" b 2"x 6"x 0.062" 31'-3" b 27'-1" b 24'-2" b 22'-1" b 20'-5" b 19'-2" b 18'-0" b 2"x 7"x 0.062" 34'-9" b 30'-1" b 26'-11" b 24'-7" b 22'-9" b 21'-3" b 20'-1" b Note: 1.Thicknesses shown are"nominal"industry standard tolerances.No wail thickness shah be less than 0.040". 2.The structures designed using this section shall be limited to a maximum combined span and upright height of 55'and a maximum upright height of 20'.Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10#/Sq.Ft.for up to a 150 M.P.H.wind bad. 4. Span is measured from center of beam and upright connection to fascia or wall connection. S. 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. 6. Purlin spacing shall not exceed 6'-8". For beam spans greater than 40'-0"the beam at the center purlin and one purlin for each 14'-0"on each side of the center pudin shall include lateral bracing as shown in detail(48'-W)span with purlins at 6'-8" o.c.center pudin and(2)purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max.'L'for 2"x 4"x 0.050"hollow section with W=5-0" = 1114" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)7674774 FAX: (386)767-6558 PAGE © COPYRIGHT 2004 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post I Upright Heights for Primary Screen Wail Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14#I sq.ft.' Tributary Load Width'W's Upright Spacing Hollow Sections 3'-0" 4'-0" I 5'-0" t 6'-0" 7'-0" I 8'-0" 9--0- Allowable Height*H'/bending b'or deflection Id' 2"x 2"x 0.044" 814" b T-3" b 6'-6" b T-11" b 5'-W b 5'-1" b 4'-10' b 2"x 2"x 0.055" 9'-1" b T-11" b T-1" b 6'-5' b 5'-11" b 5'-7* b 6-3" b 2"x 3"x 0.045" 11'3" b T-T b 8'-T b T-11" b 7'-5 b 6'-11" b 6'-6" bil 2"x 4"x 0.050" 12'-5" b 10'-9" b 9'-7' b 8'-9" b 8'-1" b T-T' b T-2" b Tributary Load Width'W'=Upright Spacing Self Mating Sections 3'.V 5'-0" I 6'-0" 7'-0" I 8'-0" 9'-0" Allowable Height"H'I bending b'or deflection Id' 16'-11" b '-1" b 11'-1'k b 11'-1' b 10'4" b 9'-9" b 2"x 5"x 0.050"x 0.100" 20'-11" b 18'-1" b 16'-2" »'b 14'-9-' b 13'-8' b 12'-10' b 12'-1' b 2"x 6"x 0.050"x 0.120" 24'-2" b 2(r-11' b 18'-9' b 1T-1" b 15'-10" b 14'-10" b 13'-11" b 2"x 7"x 0.055"x 0.120" 27'-3" b 23'-T b 21'-i' b 153" b 1T-10' b 16'-8' b 160 b 2"x 7"x 0.055"w/Insert 36'-3" b 31'4" b 28'-1" b 25-T' b i 2T-T b 22'-2' b 20'-11" b 2"x 8"x 0.072"x 0.224" 35'-2" b 30'6' b 27'-3' b 24'-10" b 23'-0" b 21'-6" b 20'-4" b 2"x 9"x 0.072"x 0.224" 38'-2' b 3Y4r b 25-6" b 26'-11' b 24'-11" b 27-4" b 274" b 2"x 9"x 0.082"x 0.310" 41'-10" b 36'-3" b 37-5' b 25-7' b 2T3" b 25'-8" b 24'-2' b 2"x 10"x 0.092"x 0.369" 594" b 43'-7" b 38'-11" b 1 35'-7" b 37-11" b 30'-10" b 25-1" b Tributary Load Width 9M=Uptight Spacing Snap Sections 3'-0" 4'0" I 5'-0" I 6'-0" I T-0" I 8'-0" 9'-0" Allowable Height*W/bending b'or deflection'cr 2"x 2"x 0.044" 9'-11" b 8'7" b T-8" bIf, '-6" b 6'-1' b 5'-9" b 2"x 3"x 0.045" 12'-9" b 11'-W b 9'-10" b '-4" b T-10" b T-4' b 2"x 4"x 0.045" 15'-7" b 1T-6" b 17-1" ba-Y b 9'-T b 8'-11" b 2"x 6"x 0.062" 26'-5" b 27-10' b 20'-5" bT 3" b 16'-2' b 15'.3' b 2"x 7"x 0.062" 29-V b 25'-5' b 27-9" b5-3" b 1 T-11" b 16'-11' b 'For allowable heights at wind velocities other than 120 MPH,see conversion table 1A on the specification page for tables at the beginning of this section and example below. Note: 1.Thicknesses shown are"nominal"industry standard tolerances.No wall thickness shall be less than 0.040". 2. Using screen panel width'W'select upright length'H'. 3. Above heights 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. 4. Site specific engineering required for pool enclosures over 20'in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2"x 2"x 0.044"min.and set Q 36"in height can be considered as residential guardrails provided they are attached with min.(3)#10 x 1-1/2"S.M.S.into the screw bosses and do not exceed 8'-0"in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C'EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED,SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)7676556 PAGE p © COPYRIGHT 2004 1_5o NOT Tn RF RFPRnnI inm w wuro c no ml o•or SCREENED ENCLOSURES SECTION 1 Table 1.4 Allowable Post/Girt/Chair Rail Spans, Header Spans& Upright Heights for Secondary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14#/sq.ft' A.Sections As Horizontals Fastened To Posts With Clips Tributary Load Width W Hollow Sections 3'46' 4'-0" 4'-6" 1 5'-V 1 5'-6" 1 V-V 1 6'-8" Allowable Heights V I bends 'b'or deflection'cr 2"x 2"x 0.044" 6'-10' d 6'46" b 6'-1 b 5'-9" b 5'-6' b1 6-3" b 5'-0" b 2"x 2"x 0.055" T-3' d 6'-11' d 6'8' b 6-4" b 6'-0' b 5'-9" b 5'-6' b 3"x 2"AxO.045" T-9" d T-5' d T-1" d 6'-10` d 6'7" b 6'4" b 5'-11" b 2"x 3"x 0.045" 9'4" b 8'-9" b 8'-3" b T-10 b 7'-5" b T-2" b 6'-9" b 2"x 4"x 0.050" 10'-3" b 9'-7" b 9'-0' b 8'-T' b 8-Y b T-10" Snap Sections Allowable Heights*H7/bending'b'or deflection'd' 2"x 2"x 0.044" T-6" di 7'-Y d 6'-11" d 61-W b 6'-4' b 1 6'-1' b I 5'-9" b B.Sections As Horizontals Fastened To Posts Through Side Tributary Load Width W Hollow Sections 3'-6' 4'-6" 1 5'-0" 1 5'-6 6'-V Allowable Hei hts IT/bending'b'or deflection'd 044 2"x 2"x 0. " T-9" b T-3' b 6'-10" b 6'-6" b 6'-Y b 5'-11" b 5'-T b 81-Y T-5' b I T-1" b 1 6'-9' b 6'-5" b 6'1' b 3"x 2"x 0.045" 9'- MW-9* 8'-Y b T-9" b T-5" b T-1" b 6'-8` b 2"x 3"x 0.045" 10'-5' 9'-Y b 8'-9' b 8'-4" b 7'-11' b 7'-7' b 2"x 4"x 0.050" 11'-6" 10'-1" b 1 9'- b 1 9'- b 8'-9" b 8'-4' b Snap Sections Allowable Hei hts'H'I bending V or deflection'd' 2"x 2"x 0.044" 9'-2- b 1 8'-7" b 1 8'-1" b T-8' b 1 7'-4" b 1 7'-0" b 1 6-4- b "For allowable heights at wind velocities other than 120 MPH,see conversion table 1A on the specifications for tables page at the beginning of this section and example below. Notes: 1.Thicknesses shown are"nominal'industry standard tolerances.No wall thickness shall be less than 0.040". 2. Using screen panel Width'W'select girt lengths. 3. Site specific engineering required for pool enclosures over 20'in mean roof height. 4. Span is to be measured from canter of beam and upright connection to fascia or wail connection. 5. Chair rails of 2"x 2"x 0.044"min.and set cQ 36"in height can be considered as residential guardrails provided they are attached With min.(3)#10 x 1-1/2"S.M.S.into the screw bosses and do not exceed 8'-0'in span. 6. Girt spacing shall not exceed 6W. 7. Spans may be interpolated. IF HEIGHTS FOR'C'EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED,SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL# 16644 CML ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767.4774 FAX: (386)7676556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_SENNETT,P.E. 1 1-59 SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing Beam Upright Minimum Puriin,Girt Deck Notes Minimum Number of Screws' Beam Stitching Size Size &Knee Brace Size" Anchors #8 x V #10 x%" mollfiftwMillp Screw@24"O.C. 2"x 3" 2"x 3" 2"x 2"x 0.044" 2 Full Lap 6 4 4 - 2"x 4" 2"x 3" 2"x 2"x 0.044' 2 Full Lap 8 6 4 #8 2"x 4" 2"x 4" 2"x 2"x 0.044" 2 Full Lap 8 6 4 #10 2"x 5" 1 2"x 3" 2"x 2"x 0.044' 2 Full Lap 8 6 4 #8 2"x 6" 2"x 3" 2'x 2"x 0.044' 4 Full Lap 10 8 6 #10 -- 0060011110110 dWXkMW Partial Lap 10 8 2"x 7" 2"x 4" 2"x 2"x 0.044" 4 Partial Lap 14 12 10 #12 2"x 8" 2"x 5" 2"x 3"x 0.044" 6 Partial Lap 16 14 12 #14 2"x 9" 2"x 6" 1 2"x 3"x 0.045' 1 6 1 Partial 18 16 14 1 #14 2'x 9""' 2"x 7" 2"x 4"x 0.050" 8 Partial 20 18 16 #14 2"x 10" 2"x 8" 2"x 4"x 0.050' +1-0 Partial Lap 20 18 16 #14 Screw Size Minimum Distance and Specing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness #8 5/16" ,` : 5/8" 2"x 7'x 0.055"x 0.120" 1/16"=0.063' #10 3/8" 3/4" 2"x 8"x 0.072"x 0.224" 118'=0.125;-- #12 1/2" 1" 2'x 9'x 0.072"x 0.224" 1/8"=0.125" #14 or 1/4" 3/4" 1-1/2" 1 2"x 9"x 0.082"x 0.306" 1/8"=0.125" 5/16" 7/8" 1-3/4" 2"x 10"x 0.092"x 0.369' 1/4'=0.25" 1" 2" ' Refers to each side of the connection of the beam and upright and each side of splice connection. "0.082"wail thickness,0.310"flange thickness Note: 1.Connection of 2"x 6" to 2"x 3'shall use a full lap cut or 1/16"gusset plate. 2.All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3.For beam splice connections the number of screws shown is the total for each splice with 112 the screws on each side of the Cut. 4.The number of screws is based on the maximum allowable moment of the beam. 5.The number of deck anchors is based on RAWL R Tapper allowable bad data for 2,500 psi concrete and/or equal anchors may be used.The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on each side of the cut. 8. All beam to upright connections for 2"x 7"beams or larger shall have an internal or external gusset plates.Gusset plates are required for mansard or gable splice connections. 9.For gusset plate connections 2"x 9"beams or larger use 314"long screws. 10. The side wall upright shall have a minimum beam size as shown above,ie.,a 2"x 4"upright shall have a 2"x 3"beam. 11.Connect beam to upright w/H-bar,gusset plate,or angle dips for each spike with 1/2 the screws on each side of the cut. 12.For girt size use upright size(i.e.2"x 67. Read the 2"x 6"beam row for min.girt of 2"x 2"x 0.044". Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchorin stem 0'-2'-0" 2"x 2"x 0.044" 2"H-Channel With 3 #10 x 1/2"EACH SIDE To T-0" 2"x 3"x 0.045' 2"H-Channel With 3 #10 x 10 EACH SIDE To 4'-6" 2"x 4"x 0.044"x 0.12' 2"H-Channel With(4)3/4'long screws (size to be determined by beam size,see table 9.6) (See Table 1.6 For Number And Size Of Screws) Note: 1. For required knee braces greater than 4'-6'contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-0". Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PFRMISSION OF LAWRENCE E.BENNFTT P.E. 1-61 SECTION 1 SCREENED ENCLOSURES Table 1.10 Allowable Spans for 5"Super Gutter and Self Mating Beam Screened Enclosure One Side i Solid Roof Other Side Aluminum Alloy 6063 T-6 For Areas with Wind Loads 150 M.P.H.or Less and Latitudes Below 3V-W-00"North ill Screen Roof Beam Span 12'-0"• 1 14'-0" 1 16'-0" 1 18'-0" 1 20'-0" 1 22'-0" Beams And 112 Solid Roof BeamSpan 5"Super Gutters 5'-0" 5`0" 5'-0" 1 51-0" 5'-0" 5'-0" 2"x 6"x 0.0 "x 0.120" 11'-0' b 10'-11' b 10`-7" b 10'-3" b 9'-11" b 9'-9" b 9-0' " b Ur 11'-8" b 11'-4" b V-11" bi 10'-8" b 10'-4" b 10'-1" b 2"x 7"x 0.055" wl insert 15'3" b 14'-8" b 14'-3" b 13'-10" b 13'5" b 13'-1" b 12-9' b 2"x 8"x 0.072"x 0.224" 14'-10" b 14'-4" b 3'-10" b 13=5" b 7977—b 12'-9" b 12'-5" b 2"x 9"x 0.072"x 0.224" 15'-11" b 15'45' b 14'-11' b 14'-6" b 14'-1" b 13'-8" b I 13W b 2"x 9"x 0.082"x 0.306" 17'-4" b 16'-9" b 16'-2" b 157-9" b 15-3" b 14'-10" b 1 14'-6" 2"x 10"x 0.092"x 0.369" 1 20'-7" bi 19'-11" bi 19'-3' 6 1 18'-8" b 18'-2" bi 17'-8" b 1 17"-3" b Notes: 1. If the solid panel is greater or less than 10'-0",then the 1/2 the allowable screen roof beam span shall be adjusted by the factor of+/-2 x 1/2(the solid roof panel span difference between the actual and 10'-0"). The adjustment to the allowable screen roof panel width is applied as a plus if the solid roof panel Is larger than 10'-0"and minus N the solid roof panel is smaller than 10'40". 2. For span of"L"of beam;use screen panel width"W"from drawing. 3. Load span=1/2 of screen beam length+1/2 of solid roof span. 4. Spans are based on a minimum of 10#/Sq.FL for screen and up to a 150 M.P.H.wind bad for solid roof portion. 5. Spans may be interpolated. 6. For minimum beam to upright sizes use Table 2.3. Table 1.11 K-Bracing Fastening Schedule Number of 010 x 314"S.M.S.Required Maximum Corner Post Diagonals(K) Intermediate Corner Post Plate to Wail Width= @ Top per End Post @ Chair Rall @ Bottom Sole Plate 20'-0" 2 2 4 2 2 30'-0" 2 2 4 2 2 40'-0" 3 4 6 2 2 50'-0" 4 5 8 31 3 60'-0" 1 6 7 12 3 1 3 Note: Maximum front wall height =10'-0" Use front wall width when determining number of s.m.s.for the side wall K-bracing. Use side wall width when determining number of s.m.s.for the front and 1 or back wall K-bracing. Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)787-4774 FAX: (386)767-M PAGE Q NOT 2004 471 1-64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT.P.E. CITY OF ATLANTIC BEACH s 800 SENIINOLE ROAD r ATL'ANTIC`BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033507 Date 7/14/06 Property Address . . . . . . 1535 E PARK TER Tenant nbr, name . . . . . . INSTALL 12 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DRAYTON STEEG PLUMBING CO. , INC. 1535 PARK TERRACE EAST P-0-BOX 330536 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 119 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 119. 00 119. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE wrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH Iil PLUMBING PERMIT APPLICATION Date: 7>y UG Property Address: � j3 Owner: �l Llc k Orz , Telephone#: Contractor: Syne-5 �, .L k _ Telephone#: Contractor Address: /4,�2/ AA1' �/, e46 Fax#: Contractor Signature: 14 t In consideration of permit given for doing the w9ft as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New • ' list the building permit number: Re-Pipe Q� n 1 Number of Fixtures: / Bath Tubs ( Showers Closets Shower Pans / Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine ?/ Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: --L:?: _ X$7.00 + $35.00 -- 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http:itwww.cl.atlantic-beach.fl.us Revised 1/04 r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032332 Date 2/16/06 Property Address . . . . . . 1793 E PARK TER Tenant nbr, name . . . . . INSTALL SWIMMING POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 70000 Owner Contractor -- ---- --- ------- --- --- -- - ----- - -------- ---- - ---- NIEMCZYK, MEGHAN & TODD JOHNSON POOL BUILDERS INC 1793 PARK TERRACE EAST 3051 HERRING RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 --------------------- ------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 340 . 00 Plan Check Fee 170 . 00 Issue Date . . . . Valuation 70000 Fee summary Charged Paid Credited Due - ------------ --- - --- - ------ --- ------- ---------- -- -----_-- Permit Fee Total 340 . 00 340 . 00 . 00 . 00 Plan Check Total 170 . 00 170 . 00 . 00 . 00 Grand Total 510 . 00 510 . 00 . 00 . 00 :`dam PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. R"- �k" i M BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT' ° S 800 Seminole Road oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 3 � Property Address: �� Q�� Q .T�rr �� ea( Applicant: Project: rl T7 rmit application has been: Approved Reviewed and the following items need attention: Z , 06 6 Please re-submit your application when these items have been completed. Reviewed By: y` Date: Date Contractor Notified: CITY OF ATLANTIC BEACH 11' POOL PERMIT APPLICATION Date: Please submit(2) complete sets of plans with application. / Job Address: J 7 9 3 1 4 214 i2 Y4 c-e... ,�', �t� , �c� / 6/ 1 .7„2 2.7 3 Owner: A A, Phone: f�OZ/ J e� Phone: Q ?,r" Contractor: _T f'a�},✓ In o� J h n ��I, - 125 � �.. •�w��� -., r Address: 0J�? e-r� ,2 l 4 F , Fax: City: State: Ie, Zip Code: Valuation of Proposed Construction: Gallons: yV *Impervious Surface Calculation: Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered,impervious depending upon materials used. This caalculaadon should redect the /renal area oLzLira�servlous surface to be added under dais-cernit.sych,ta.9 sidewaaa'k�`Cooldeca'a'. pavers, etc. Is:approval of Homeowner's Association or other private entity required? If yes, please slubmit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. I. Recent Survey—including.all existing ianoenvious areas,with calculations showinb percent of lot coverage. 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUII.DING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.cLatlantic-beach.fl.us Revised 8/04 I hereby certify that all information provided ,rth�liis,dpplication is correct. _ f Signature of Owner: ~' r`' Date: i est I hereby certify t(,atave read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules, regulations,ordinances,or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: �"` y""' L----_. Bate: AS TO OWNER: Sworn to and subscribed before me this day of aYZu- .20Z)61 State of Florida,County of Duval d�,fNotary's Signature: �4 Helen R Wilson ❑ Personally known • My Commission D0142431 Expires August 15,2008 Produced Identification 7�• Type of Identification Produced F p $c6 rj-C4 _O AS TO CONTRACTOR: Sworn to and subscribed before me this r' day of j rt,� 20 LCL State of Florida,County of Duval Notary's Signature: 1 Personally known Helen R Wilson • Produced identification My Commission DDI 42431 Expires August 15,2008 Type of Identification Produced TZ4D�- t✓ rJ—4 Gt -U 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach-ILus Revised 8(04 CITY OF ATLANTIC BEACH fr Cc: D. For j1\, BUILDING / ZONING DEPARTMENT L. Hi ins '? 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: (-7 Q 5 pad 2,T-r r(a ef) a�-I-- Applicant: Jb k nen Pba i w i I ck(� Project: ( P06 ) This permit application has been: L2 PP A roved Reviewed and the following items need attention: Please re-submit your is 'on when these items have been com/p�leted. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: —CJG Please submit(2) completes sets of plans with application. Job Address: [ 7 q,3 I a 2!L 1eaL ✓L✓a e— A r-/ , 12c 6/— .Z 2 3 3 Owner: W,- Phone: 2. �QOC!Z p- Contractor: f ,✓ .�e J t2hv►�v ,rte _Phone: ��1, - t yam.—�—�,�—�bbi-I�� Address: .7 0 ,,dea � _, Fax: City: +4� cfi State: r- 4,__Zip Code: l(� Valuation of Proposed Construction: 9(', Z�/7/7 Gallons: 1614 aeg�9 *Impervious Surface Calculation: 11K rt n e r- , 0, .g Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered.impervious depending upon materials used. TraLs enicultadoar should iA?ect the iond area of*kiRervleaas surfice to be gadded ander tis is perm t..rych as side! adlr. `Caoldeclr% gaavers,ete. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey—including all c xistin2 impervious areas,with calculations showing percent of lot coverage. 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845+ http://www.cLatiantic-beach.fl.us Revised 8/04 01 ZSX(P�plfication I hereby certify that all information provided correct. Signature of Owner: / `� Date: i I hereby certify tat ave read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations,ordinances,or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: - / -� Date: C— l—67 (� AS TO OWNER: c�f Sworn to and subscribed before me this `�1 day of 20,,-) State of Florida,County of Duval Notary's Signature: G N Z W -CK�7t N Helen R Wilson E] Personally known , • • My Commission DD142431 a Expires August 15,2008 ( Produced Identification ✓� Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 2w a 20 0& State of Florida,County of Duval Notary's Signature: Personally known Helen R Wilson My commission DD142431 Produced Identification p Expires August 15,2008 Type of Identification Produced :F- -4Z- 5-D-5 — 0:> 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845. http://www.ci.atiantic-beach.fl.us Revised 8/04 MAP SHOWING BOUNDARY SURVEY OF GOT // BLOCI- i4 54fL VA it A R/ h/A 611,117— ND. 8 AS RECORDED IN PLAT BOOK 34 PAGE. B�-' OF THE CURRENT PUBLIC RECORDS OF Ou va/ COUNTY, FLORIDA. CERTIFIED TO:TODD R.&MEGHAN A.NIEMCZYK;COUNTRYWIDE HOME LOANS, INC.; CHRISTOPHER J. HURST,P.A.;STEWART TITLE GUARANTY COMPANY. 1 T U� f N ,�/ gG `26'4o2'' L t/. , //9.70' �..+ 1144!R N 86'30' 3 7 ' h/. •' Ir 9. 8�' /Ptc q(- Q S• �,� '39 2 7" . ; 9/.07 ,,,0. 3869.7z --- �\ \0 heti N ; v' plc/—•-� )6•,Z. �I- Pc.c. 54 ' !U �j W000 ti �I 4.3' I2 cavc. 4'CO,C/C. 4c z 2 m 5 d. N w ' N m U p r N All 0 0 N � Q 3� Q City of Atlantic Beach r�. Planning and Zoning Depsr f Era c I< ` 5NE0 This rova� encs r PP1 nto i Ion and other `LQ a an F,v p. %z"/•P approv sus perinRe. ftw . U1 tia a N '8 4 2 5Co with F �� and othq app aa¢ `9 loco state snd Federal pe—I q tsquiremeh s x �e�ecei�ce L�' t writ store Ws City of Atlantic 8ea�cA B i N ana of a m G 7- / o tbo - � 0 r'�cNEc.��v •�,q�/uA.�Zy 28, Zrn¢ �99-8Z-z> V UNLESS IT BEARS THE SIGNATURE, ALLN' THE ORIGSrLINAL RAINM SED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAVING,SKETCH. r&WJ Prorhvs ar bnsid o .IOL///7 �%rnC �r'� /r LEGEND DATE .�r'• l 0, 1999 2. Wo/s a pounder [� arwrrs awow r mwAmwr SCALE ) =ZO 3.. Revations shorn thus 1!3.01 refer to US Coastal and 6eoohtn Swveylbtul AbtA"l A—X AMWFECr JOB No. - B2 Ceoa4tic Ver t/caI Date" of 1929, lN,CVD. oe 190'91. 'tr St� t, By Co-aphlc plottnng tansy, the property shorn hereat lees rlthh Ione$'1< as shorn on the Feolria/ Cnergency Nonayrment Agency �F.f.N.A..j Not/ona/Flood Insurance a tOrX P/PLrfLLlllD page _ Program Flood lnsu^once Rate Nap (rJ.R, Coftv"ty-Pane(Nwmber /ZC075-000/ O CO/7 FNP Pap ht vis/ed a0 to . 4-/ 89 Ir ea'notta'cxarr CrPr P• S Chess otherHse noteal any portron of the parcel that nay be deemed as Vet/anets by State or 6overnmenta/Agrocles has not been c#tlrm/ned and any /abelty resathv FVCHWM K MILLER & ASSOCIATES therefrom /s not the respo"AbX/ty of te rrX19"Ot 6. There nay be Res tr/ctions ar- Easements of RlCard eV/dH/Ced by t/tte exvVnatan that 610 BfSI L A Satre 12A?S Fpx 1900 721-37SB have not been shorn hereon ABBR£VIArILMS rhkr NAY B£USED IN THIS SWV£Y ✓ACKSLWVILLE FLa1PIA4 3eeM Tele ('904) 72I-IdW AB 6'lAtl(14 DffIN1711YJ _...... ABB�'EVho7ltkV 7eE'�'7NJTJd1V C Permonent Control PontL/CMsed Bushess rhes/t 1D LY7Pr/Fr 71Nr 774t AIP4tY I1 A 7i1t!RLHNCS7fNlArd7V Or M AClttic P.RAI Permanent Reference Afol r nt i R.L.S. eQtrtered Land Surveyor Fait sv►Kr LM"#r StriDPOS/OV AMD N ACtZR4MgC V/nt rel P.O.C. Peon t OF Cte va tew a _&A Jackson VX(e£(!Ctr/e Av Owlty ,y/,yAgV SIA AS W7LJ P AND Zr AIN N JY 1W iiOPJM P. Poor t of Begrvrng ELX/IP Equpment Jaw.#or L tuPvrrar AAfO wl•PY7Pt M dpiTL% uepr is P.C, Pont of G.rvatwe � A/C Mr tonoYtnoner tPanvrly fZQP/Al AON�S'7AAl AtwSTAw7 N P.r Pafrt of rangency ! CA r..V. Cabe retem/so/0 attLpv♦ R tTA //7 i P.RC. Poem of Reverse Curva tu-e I Cht Overhead Laxr P.I. Po,Prt of lntersecttan or,)V) Field Abaswed R/V Right of way R= Raatus e0uo(s RR. t of Plc/!Records Volt~ L= Arc Len eqe a/s R!C /B A. LL TAT£Of"FL I 'REGISP"£R£B aB red�oe>Y C/x. CChprd ltorn� i Distance equa(r LAND SGIPV£Ya? C£RTIFICAT£No 3848 pg page I A Ar/ta or Cen ra(Angle tgea(r DR.L. -*=19 Restriction Lhe !.P• Iran Pipe £snt £arenInt Conc. Concrete ,. 1. THIS SAFETY VACUUM RELIEF SYSTEM IS A �� : NON-MECHANICAL VENT SYSTEM THAT MALL LIMIT 7W TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM F F OF 4.5 INCHES OF MERCURY. z l? APPROVED SWIMMING POOL do SPA 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENTRAPMENT OCCUR. DUAL MAIN DRAIN ATMOSPHERIC VENT SVRS 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED COMPLIANT WITH SECTION 424.2.6.6, FLORIDA BUILDING MATH A COVER THAT COMPLIES WITH ANSI/ASME A112.19.6 CODE FOR RESIDENTIAL APPLICATIONS. 4. ALL MANUFACTURED SUMPS SHALL COMPLY MATH ANSI/ASME A112-19.8, IF A FIELD-BUILT SUMP IS USED, O ITS CONSTRUCTION SHALL COMPLY WTH TW MINIMUM O DIMENSIONS SHOWN IN FIGURE 1. ENTRAPMENT AVOIDANCE V- Figure 1 VENT PIPE ANALYSIS-MAXIMUM LENGTH %0 5. THE VELOCITY ON THE SUCTION SIDE OF THE ^ ' � CIRCULATION SYSTEM SHALL NOT EXCEED SIX(6) FPS FIELD BUiLT SUMPS PIPE SIZES AVERAGE VELOCITY VENT PIPE MAXIMUM ^ n Ln 6. CHECK VALVES CANNOT BE INSTALLED ON THE � f\ SUCTION SYSTEM. Minimum Size(Typical) INCHES FLOW GPM FT. PER SEC. SIZE LENGTH.FT. In °-Inside60 5.74 1 1 2" 32 W L Q 7. THIS SYSTEM SHALL BE INSTALLED AND T13TED BY A 2" Ci QUALIFIED, LICENSED SMAMMING POOL PROFESSIONAL " 41 8. THE VENT LiNE LENGTH MUST NOT EXCEED THE TOTAL 2w1 2" 100 6.7 1 1 2' 54 0 LENGTH OF THE MAIN DRAM UNE. 1.5 1 ` T.SD16r 2 1 2" 110 7.37 1 1/2" 60 d i DA 9. VENT OPENING MUST BE COVERED WITH MITRE MESH 7 " " 73 SM]MEF]M 1n PREVENT INSECTS, DEBRIS COLLECTION AND D - D 3" 145 6.29 1 1/2" 79 BACTERIA. - " 175 7.59 95 10. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE \ — =' - D B 4' 325 8.19 1 112- 177 U A MMI. (2) 90'BENDS min This andysls Is booed upon maintaining the length of pipe below the operating level of the pod, H A TEE vertical and horimntd. to vacate within 3 seconds based an the size of the pump and the 1e average flow rate. Due to the hydraulic gradient caused by the pump and piping, the vent line 'I ashould be located at dose to the tea at the dud main drain. as possible with a maximum 0y distance of 12'. � 0 fv') 15 ISD Q M This document is the intellectual property of HCE and cannot be reproduced in whole or part rZ+ titt g� 1 p _ D without the expressed written approval of HCE This document is not valid without the seal of J _ J Jason W. Rica P E. couRTEsr OF. Im z LL MAIN DRAIN ^ ^ Z W J y V W 0 M ` � 3:: W POOrn 0 L% 1' VENT LINE— AIN DRAIN r O 1 H C E W � � W Ix 0 SAFETY VACUUM RELEASE SYSTEM (SVRS) wc. HORNER CONSULTING ENGINEERS, INC. H-F DAZE REMSION APPROVED DRAWN BY: JWRREUSE aF DOCUMENTS 1M5 DOCUMENT AND THE EMHEMN, AS AN 1NO ®OF CHECKED BY: JWR PROFES90NAL 9ERM14tS.IS 7W EPROPIDITY N NID"�' .IAN � DATE:1-11-05 NOT 70 BlE USED OR M PNMT,FOR ANY 0*1ER PRo.Ecr WIHOUT 1NESON ML P.E. HCE#n/a wR111En �zAs EXPIREs2 -42006 PAGE 1 OF 1 f I, I � ` Y N- V? V^XVS JEW CAM^IAJ its S+wEs Jim-. WML i9okt'�'�!E!S it ��►.�ar� Jho lr&L Ott ' �ErJ�Es�►i fix. E LEVA€ IO s tom'T' cw 5 PAS-1. bl 26 bm�s.70 ' S. ALL Q*SJF. &AASMALL ISE mtt .' .• ~``�_.. FOR OMLITY AN&5KC.WAS fbk svAthkJ 4p ; a c.o aev ro 3t► 4ss Ses do 70 00ljo too -- - �- iu r.#S*PJ.R'�iF `f) E1►.�i+MtrtlEdtE� ' --- --r - Re'[~ Lux ��� ��w #A*Ve+Rn+m oa#mo o or- 1.lf��Jtl� td +A`►�oj AfEp,Yf �f `f ��`�, ��i�j y�,�x �1�c Lvo it✓ P i�i�A�W SePA&L�y�, �j� ` f�1'K- .iRffiJ �'"""'�'�1i -� ftAWV tfts.:F ' `d*1 - �'��'# i�..�. +! �4 yR���_•"'�v4.� sR�w'� �ry.`71*�I e�L�. •���7a���•���' 5 f _ r a F Doc#2006052896,OR BK 13071 Page 437, ' Number Pages:1 Filed&Recorded 02/14/2006 at 02:41 PM, JIM FULLER CLERK NOTICE OF COMMENCEMENT RECORDING$10.ppCiRCU1T COURT DUVAL COUNTY Permit No. Tax Folio No. State of Florida The undersigned hereby Informs all concerned that improvements Will be made to certain real property and In accordance with section 71343*(the Merida Statutes(revised 10.1-9t;),tae following Information is stated: Owner's name(print) t°t t 7ww� Yo i C2 Address ,r Owner interest in property vw^ C General description of improvement Legal description of property [.o(11. 13to9tc (4 S"VA• MAr24N4i 0011 G t"7 34 Pei, dS Fee simple title holder(if outer than owner): Name(print) S4MF As a,,An:� Address i Contractor Name(print) Address .1^i .i t� .z'` FaY(,�r7 d Surety(if any)(print) Amount of Bond S Address Phone( Person or lender making a in:a for construction of improvement Name(print). -r DO fj1(F MCZrV Phone(y t )_2 4Z-o`t 3S- Address l-A7 ?ht2K C--ta r fk�cM , YZ y"33 Fax � ) Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Statutes: Name(print) Phone(!_ _ Addreess In additien to himself,owner designates the following person to receive a copy of the lienor's notice as provided is Section 1,13.13(1)(b),Florida Statutes(rill in at owner's option): Name(print) Phone( 1' Address Fax( G Owtigt'sySignature 7 ate Signed Owner's Name(print) In county Named Of State POST A COPY OF RECORDED:NOTICE AT JOB SITE. STATE OF FLORIDA THIS INSTRUMENT WAS ACKNOWLEDGE BEFORE SIE THIS z/I day of jugz o,t-j 200C- T Known Personally Or Identification T�7/. 0 Y11yj fCtC Vi',c_S Helen R VV(laon Type of Identification r-,2,4-0 N3-2-:F?- >3((e --7-1 -_ -.t C My Commission 00142431 Notary Public kc le, - ivx-z�)^� ornsr Expires August 15,2006 Hej,e LA game of Notary,typed or printed) (Commission Number and Expiration Date)