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387 3rd St (vault) _ � /nCITY OF An11�' �`^I+�l4i� /S�-4 Office of Building Official REQUEST FOR INSPECTION Date !� ! Permit No. Time A.M. Received P.M. Job Addre s Owner's Contractor ILDING CONCRETE ELECTRICAL Per [] MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION _. A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made Inspector �L- � z—^''' Final Inspectio Date CITY OF 4&4a4c B" Office of Building O tial REQUEST FOR INSP Date 7—/ I Permit No. Time A.M. Received PM• AA Jobress Loc ity Owner's C — Name Contractor BUILDING CONCRETE LECTRICAL PLUM G MECHANICAL Framing ❑ Footin Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab RE INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday / A.M. Inspection Made / PM. Inspector i — Final Inspection ❑ Certificate of Occupancy ❑ Date ,Book. 1O63S Paige 126 5 RAIN RITLRN 10fire Commenrement (►lea-w�a IN 1Y►�IeaRl o whom it may eonCtrni The nnderal ned hereby iaforuu you thilt lrnprovements will be made to canalis real property, and in •ccordanee wlih aectidss 713.13 of the rlorida Statutes, 07 C410"WCLh1L M, the f011owhtt lntatmaifaa b stated SA this NOTICE pr Dcs^-iptlon of property I �cta4he11AY_"__ _____ . ._ __ - -------��-------------------------------------- Central description oflmprptrements __!_1t.JJ wQ � 1+-f5� _iV3 _..-....----------------------------------------"__-`-------_-- . S---------.-- ------------"------------. - -_._--------_ .._. t?a.•ners interest is site of the improvement__C! .......................... let Simple Title bolder (it other than owner) .•fir? ------ ---------,--_.------- -------------- Na.±a ...C+1A- ------- _- ..... ----------------- --------- Ccctractort+els=rl.4' Q___------------ st>=ety (if any) Gp"! -J�._ ¢5LeAe?_! i?r :?-------------------=-------------" _. I.dd-,.�4!1A ll�lm. ? Q._. I>!!_--. Gs..�Z2Z�. .Amount of bond .46) Xx!in aand address of any person making a loan for the construction of the improvements. Name -�t�--------"-------"'-----------`--•-------- ----------------•- ---------'--------------- re of penori within tht Scaci of Mori&,other than hirtlsalt, icsignatcd by owner upon whom notices or other documents ix arced:. .---------- ---------- oddens ------------------------------------------ ................--------------------------------- In ------- ------------Ln addition to himself, owner designates the following person to receive a Copy of the I.lenor's Notice u provided in Section 713.06 (21 Ib], riorlda Statutes. (rill in at Owner's opUon), tia.xe _�fy1�!t N--.i..C.:.__J�S.�N��,er,�_— �.DP�C��_lw�l�:��e��e�� ----------• ,Adan . ?b '---`� ?X._.8 fl Vis,.._.."` �-------- - - *N.••r..ec roe necoaota•e vee oMw .Vf.._ .:---a--:?-•---------------------- Owner Sworn to and subs bed betmJ me this------------- vM ..,(Y__. day of ___-.l1A c.."---------_..-----2W.. bolt4� 48412 ,,�.�(f Pt�ss 1L'b L/-lf: ---- ud�e------------ Fiied t Recot�ed I No Puhllc QUI912001 11:05:52 811 In MR MW TDOTT(BURT LISA M.YM-NEWWmeWA CY ( t } tIRUSTF� 100 e s My comm EV,=41002L.�J N-,Cc 728173 IIIB t 1.00 II►.•.a.lp•Yn 1409;;I.0. �Id02iJ W02i� Td Wtl7Z:TT TOW ZZ 'apW T7Z6 47Z 706 : 'ON XUA i } CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX 247-5877 PERI�IIT ILII=ORIAN L:OGA710fiI 1NFOR17iON { Permit Number: 22254 Address: 387 THIRD STREET Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):32 Block: 5 Section:0 Square Feet: Subdivision: ATLANTIC BEACH "A" Est. Value: Parcel Number: Improv. Cost: 6,993.00 ------------------ ���� Date Issued: 6/28/2001 Name: SILLS, MORRIS Total Fees: 68.00 Address: 387 THIRD STREET ATLANTIC BEACH, L 32233 Amount Paid: 68.00 Date Paid: 6/28/2001 Phone:_ (000)000-0000 1 Work Desc: CREEK R H ADDITION TROPICAL ENCLOSURES INC. PERMIT 68.00 NOTICE-J ECIJONS SE REQUESTED AT LEAST 24 HOURS PRIOR�T61m0cCTiON BUILDING MATERIAL, RUBBIS 6EBRIS FROM THIS WORK MUST NOT BE PL ED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HA. AWAY BY EITHER CONTRACTOR OR OWN "FAILURE TO COMPLY WITH t ° E CONSTRUCTION LIEN LAW CON RESULT'-IN THE � PROPERTY OWNER PAYING OR BUILDING IMPRO ENTS" . +y'yr , e ISSUED ACCORDING TO APPRQVEt Pl.A1 WHA AR T OF f P SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE RROVI IbNS LAW. -- ------ 110.1814 AT TIC BEACH UILDING DEPT. — t*3 7/19/9191 Receipt: *7127au 4 __ 81111113221118 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date G _p Heated Square Footage @ $ per sq ft = $ Garage/Shed - r-�-@ $ per sq ft = S fe Carport/Porch @ $ per sq ft =Deck ` @ $ per sq ft = Patio @ $ per sq ft = $ TOTAL VALUATION : 3 $ / S TotA.lSVal tion 1st $ ZOO d $ 3 S O o Remaining Value $j per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 1 3 ( ) Fireplaces @ $15 . 00 $ V BUILDING PERMIT FEE $ WATER IMPACT FEE $_ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ { ) RADON (HRS) . 0050 $ SECTION H PAVING { ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ 6 X. ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : RECEIVED CITY OF ATLANTIC BEACH PERIE'T APPLICATION REMODEL.,, ADDITIONS, OR A.L-4- ??6Ys MOVING, PZIGLITIONS City of Atlantic Beach ouiiO'ZI a t nirtiq AL SUBMIT TYURKEE �'��.Gi'�[':c.RC i..f�; J.WC (PES:=,T1A-Z ....J..-. u TJ 7T SI rE r^ ti, S'JRVEY, ENERG CCL): FO NOTI� F ANL' OWNER/CONTRACTOR. AFFIDAVIT, IF OW*lER IS C'ON^_ _ bljo-f- C _ Tic ��pF Fw LISA M.TEWS-NEWSOME 9 � PUBuc a My Comm Exp.3/26/2002 No.CC 728173 I 1 Pemorwy Known til Other I.D. MAP SHOWING BOUNDARY SURVEY OF LOT 32, EXCEPT THE WEST 15.25 FEET, AND EXCEPT THE EAST 7. 11 FEET, BLOCK 5; PLAT NO. i SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF T11E CURRENT PUBLLC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: MORRIS SILLS, DENISE, SILLS, STEWART TITLE OF JACKSONVILLE, INC. . FIRST COAST GROUP, INC. AND WATSON & OSBORNE?, P.A. u � .� fro Cp ' �,r.• `- ,,,�, tom. eti 0 vlrt3 0 fLANTIC BEACH N14 &ZONING OFFICE e F, Ir PIT APPOVED 10 �' '� vy ' �0/ o(¢1 CITY. p FI ANTIC 0 f 40 CE 27 2(01 .a \ `r V+ °os�' �� h� REG L _ Y r4�• � � t,., /� J '" \^ • •. �� R�� o> � 3 Q 2000 .> � `a Cit of Atlantic Beach t \3- . �•' ; Ilding and Zoning 0 R t.-BE�IMNB® i..�"m!&E L�llo av�+�s su,e✓Ey, J ti `r r � SFWWN HEREON UES WHIN FLOOD ZONE. X AS BEST s.srHSUc�vRE NO. s1, _ �--{ EID FROM F.E.M.A6 f'c.IE= MAPS rAHM NO.. DATED �. �. � �• . www r-� ��°w�irw� t�a� o� y �� �. 4 VkA � O }� 2 o � . N f C 1'� 1p G P o � � d s _gyp Z i 1 V SECTION 1 SCREENED ENCLOSURES W PURLINS (TYPICAL) PERIMETER MEMBER CABLE CONNECTION DETAIL 1 (TYPICAL) TOP RAIL Cl? SCREEN (TYPICAL) H2 LIJ Q H1 GIRT(TYPICAL) ~ w CABLE CONNECTION ui DETAIL 2 (TYPICAL) GRADE K-BRACING (OPTIONAL) TYPICAL MANSARD ROOF ELEVATION NOTE: USE H2 FOR CABLE AREA CALCULATION / � W L ALUMINUM BEAM (SEE TABLE 1.1 OR 1.8) H K-BRACING DIAGONAL ROOF (OPTIONAL) 0001 BRACING (SEE SCHEMATIC PLAN) PERIMETER WALL SCREEN (TYPICAL) FRAME SIZE(TABLE 1.3 AND 1.4) ALUMINUM COLUMNS CABLE BRACING (TABLE 1.3 AND 1.6) Sw GIRT (TYPICAL) (1' x 2" TYPICAL) SIZE MEMBERS PER APPROPRIATE TABLES TYPICAL MANSARD ROOF ISOMETRIC CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES, Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4388,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)787.8556 SEAL PAGE Q COPYRIGHT 2000 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 Table 1.3 Allowable Spans For Primary Screen Wall Members (Uprights) (Post/Upright Height) Aluminum Alloy 6063 T-6 Tributary Load Width =Upright Spacing Hollow Sections 3'-0" 4'-0" 1 5'-0"_L_6'-0" 7'-0" 1 8'-0" 9'-0" Allowable Height"H" 2"x 2"x 0.036" 7'-6" 6'-6" 5'-10" 5-4" 4'-11" 4'-7" 4'-4" 2"x 2"x 0.044" 8'-3" 7'-2" 6'-5" 5'-10" 5'-5" 5'-1" 4'-9" 2"x 2"x 0.055" 9'-0" 7'-10" 5'-11" 6'-5" 5'-11" 5'-6" 5'-2" 2"x 3"x 0.045" 10'-11" 9'-5" 8'-5" 7'-9" 7'-2" 6'-8" 61-4" 2"x 4"x 0.050" 14'-11" 12'-11" 11'-7" 10'-7" 9'-9" 9'-2" 8'-8" Tributary Load Width=Upright Spacing Self Mating Sections 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 1 8'-0" 97" Allowable Height"H" 2"x 4"x 0.038"x 0.100" 16'-9" 14'-6" 12'-11" 11'-10" 10'-11' 10'-3" 9'-8- 2"x 5"x 0.050"x 0.100" 20'-9" 17'-11" 16'-1" 14'-8" 13'-7" 12'-9" 11'-11" 2"x 6"x 0.050"x 0.120" 24'-5" 21'-2" 18'-11" 17'-3" 15'-11" 14'-11" 14' 1" 2"x 7"x 0.055"x 0.120" 27'-5" 23'-9" 21'-3" 19'-5" 17'-11" 16'-9" 15'-10" 2"x 8"x 0.072"x 0.224" 35'-7" 30'-10" 27'-7" 25'-2" 23'-4" 21'-10" 277- 2" x 9" x 0.072"x 0.224" 39'-6" 34'-2" 30'-7" 27'-11" 25'-10" 24'-2" 2Z-9- 2" x 9"x 0.082" x 0.306" 42'-7" 36'-11" 33'-0" 30'-2" 1 27'-11" 26'-1" 24'-7" Tributary Load Width=Upright Spacing Snap Sections 3'-0" 4'-0" 5'-0" 6'-0" 1 T-O" 1 8'-0" 1 9'-0" Allowable Height"H" 2"x 2"x 0.036" 9'-10" 8'-7" T-8" 6-11" 1 6'-6" 1 6'-1" I 5'-8" 2"x 3"x 0.045" 12'-6" 10'-10" 9'-8" 8'-10" 8'-2" 7'-8" 7'-3" 2"x 4" x 0.045" 15'-4" 13'-3" 11'-10" 10'-10" 10'-0" 9'-5" 8'-10" 2" x 6" x 0.062" 26'-4" 22'-10" 20'-5" 18'-8" 17'-3" 16'-2" 15'-3" 2"x 7"x 0.062" 29'-4" 25'-5" 22'-8" 20'-9" 1 19'-2" 17'-11" 16'-11" Using screen panel width"W"select upright length'H". Spans are based on 120 M.P.H.wind load. Multiply spans/heights by 0.85 for 140 M.P.H. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Note: Site specific engineering required for pool enclosures over 20'in mean roof height. Example: Screen panel width"W" =4'-0", Maximum"H"for a 2"x 4"x 0.038"x 0.100"Self Mating Beam 1 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SFAs PA c _-PYRIGI-fT `LJOG -0 5.REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT.P.E 1-45 SCREENED ENCLOSURES SECTION Table 1.1 Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T-6 For areas with wind loads 120 M.P.H. or less and Latitudes below 30° North Tributary Load Width"W"=Beam Spacin Hollow Sections 3'-0" 4'-0" 5'-0" 1 6'-0" 7'-0" 8'-0" 9'-0" Allowable Sp an"L" 2" x 2"x 0.036" 10'-3" 8'-10" 7'-11" 7'-3" 6'-8" 6'-3" 5'•11" 2" x 2"x 0.044" 1 t'-3' 9'-9" 8'-9" 7'-11" 7'-5" 6'-11" 6-6" 2" x 2"x 0.055" 12'-4" 10'-8" 9'-6" 8'-8" 8'-1" 7'-6" T-1" 2" x 3"x 0.045" 14'-10" 12'-11" 11'-6" 10'-6" 9'-9" 9'-1" 8'-7" 2"x 4"x 0.050" 20'-4" 17'-8" 15'-9" 14'-5" 13'4" 12'-6" 11'-9" Tributa Load Width "W"= Beam Spacing Self-Mating Sections 3' 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" Allowable Span"L" 2" x 4" x 0.038"x 0.100" 22'-10" 19'-9" 17' 8" 16'-2" 14'-11" 13'-1113�-2"2" x 5"x 0.050" x 0.100" 28'4" 24'-6" 21'-11" 20'-0" 18'-6" 17'-2" x 6"x 0.050" x 0.120" 33'-3" 28'-10" 25'-9" 23'-6" 21'-9" 20'-2"x 7"x 0.055"x 0.120" 37'-4" 32'-4" 28'-11" 26'-5" 24'-6" 22' 12" x 8"x 0.072"x 0.224" 48'-6" 42'-0" 37' 7" 34'4" 31'-9" 29'2" x 9"x 0.072"x 0.224" 53'-9" 46'-7" 41'-8" 38'-0" 35'-2" 32' 12"x 9"x 0.082"x 0.310" 58'-1" 50'-4" 44'-11" 41'-1" 38'-0" 35'- Tributary Load Width "W"= Beam Spacing Snap Sections 3'-0" 4'-0" 5'-0" 6'-0" 1 7'-0" 8'-0" N0' 9 Allowable Span"L" 2"x 2"x 0.036" 13'-5" 11'-8" 10'-5" 9'-6" 8'-10" 8'-3" 2"x 3"x 0.045" 17'-l" 14'-g" 13'-3" 12'-1" 11'-2" 10'-5" 2"x 4"x 0.045" 20'-10" 18'-1" 16'-2" 14'-9" 13'-8" 12'-9" 2"x 6"x 0.062" 35' 11" 31'-1" 27'-10" 25'-5" 23'-6" 21'-11"0.062" 39' 11" 34' 7" 30' 11" 28' 3" 26'-2" 24'-6" I Example: If beam spacing"W"=4'-0". Maximum"L"for a 2"x 4"x 0.038"x 0.100"Self-Mating Beam= 19'•9" Interpolation of tables is allowed. Above spans do not include length of knee brace Add horizontal length of knee brace to above spans for total beam spans Purlln spacing shall not exceed 7'-0" For beam spans greater than 40'-0"the beam at the center purhn and one purhn for each 14'-0"on each side of the center purhn shall Include lateral oras ng as shown in detail(48'-0")span with purlins at 7'-0" o.c.center purhn and (2)purlins each s de of center purlin need lateral bracing. Note: It Is recommended that the engineer be consulted on any screen enclosure that spans more than 55'-0" and as a minimum the upright used for screen enclosures over 55'-0"shall be one self-mating section smaller than the beam section. Spans are oases on 120 M.P H wind load Multiply spans/heights by 0.85 for 140 M P.H I I i I i I 'I I t Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSUL TAA 1 P O BOX 4368.SOUTH DAYTONA FL 3:1 TELEPHONE(904)767-4 1: FAX t904y 767-6b56 r� i-{.LinT 2000 . .... R EP-2 L;,C(_p ti'ANO'-L JNIt,PARI AIIT1OU1 Irt 1":12II I I,I'L RMI S SION 01 LAWRLNCEL HE-NNF1- P SECTION 1 SCREENED ENCLOSURES STRAP SUPER.GUTTER HOST STRUCTURE f SPACING/2 - - SPACING/2 SPACING/2 -+- SPACING/2 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER GUTTER REINFORCEMENT ALTERNATE TRANSOM UPRIGHT 2"x 5"x 0.050" STRAP @ EACH SELF MATING BEAM BEAM CONNECTION WITH (2) (SIZE VARIES) S.M.S. PER STRAP (SEE SECTION 9) 2" S.M.S. OR LAG SCREWS (SEE SECTION 9) I ( \ \°Q 0 \ @\ 0 ANGLE OR RECEIVING \ CHANNEL(SEE SECTION 9 ° 5" SUPER GUTTER FOR DETAILS) BEAM CAP SCREW PATTERNS MAY VARY.(SEE TABLES OR MAXIMUM DISTANCE FROM NOTES FOR SIZE AND FASCIA TO HOST STRUCTURE NUMBER OF SCREWS) WALL 36" WITHOUT SITE SPECIFIC ENGINEERING SELF MATING BEAM CONNECTION TO SUPER GUTTER Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 1-1 6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREENED ENCLOSURES SECTION 1 NOTE: \ MINIMUM,POST SIZES \ REQUIRED FOR EACH BEAM \ SIZE SEE TABLE 1.6 2" x 5" UPRIGHT OR LARGER EO�� P 2"x 4" UPRIGHT SAO \ 2"x 2" PURLINS ATTACH TO \ BEAMS WITH (3)#10 x 1-1/2" \ % S.M.S. INTO SCREW BOSSES Ill \ :::.................. ...... ...... .. . 2" x 2" MAY BE ROTATED TO ACCOMODATE SCREEN '• .:`;: :;:: }:::: }:: ::{4:: 2"x 4" S.M.B. 1"x 2" SNAP SECTIONS :': ,; '.{} ;: }:; 2" x 5"�.Ivf.� ATTACH TO 2" x 2" W/ 2"x 6" S.M.B. #10 x 1-1/2" S. M. S. @ 24" O.C. `` < ' `' ' > OR CONTINUOUS SNAP :: {I::: } :; }> 2"x 7" S.M.B. SECTIONS OR 2"x 3" (4) ..............."' " :::•::...... .... ...... ::.... SPLINE GROOVE SECTION .'{ 1: 2"x 8" S.M.B. : :• }::{p. ::: 2" x 9" S.M.B. BEAM OVERLAP CONNECTION OR GUSSET 0 2" x 3" UPRIGHT MUST BE Mo NOTCHED FOR 2" x 2" ROOF x PURLINS N 0 FASTENER SIZE, NUMBER AND m m m PATTERN (SEE TABLE 1.6) g vi vi vi X ;t In CO CV X X X Q' N N N 0 C6 N X N SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-8556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-11 SCREENED ENCLOSURES SECTION 1 1" x 2" EXTRUSION ANCHOR POST SIZE 2" x 4" MAX. TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF CACH POST = SCREWS OR THRU-BOLTS AND @ 24" O.C. MAX. (SEE SECTION 9) ° MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 X 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ti POST TO PLATE TO CONCRETE DETAIL POST SIZE (SEE TABLE) 1" x 2" EXTRUSIOWANCHOR TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE 2" x 2" x 0.063"ANGLE EACH ANCHORS WITHIN 6" OF SIDE ATTACH TO POST AND EACH SIDE OF EACH POST CONCRETE @ LOAD BEARING AND @ 24" O.C. MAX. OR WALL W/ (2) MIN. S.M.S. (PER THROUGH ANGLE AND @ 24" ( SECTION 9) EACH SIDE O.C. MAX. ANGLES AS SHOWN ABOVE ° MAY BE USED TO CONNECT MIN. 3-1/2" SLAB 2500 P.S.I. . ° °' A CHAIRRAILS AND PURLINS CONCRETE 6 x 6 - 10 x 10 c WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION ANCHORTO CONCRETE W/ 1/4" x 2-1/4" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST SIZE (SEE TABLE) POST AND @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR ° FIBER MESH CONCRETE SIDE WALL POST TO PLATE TO CONCRETE DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNET7,P.E 1-35 SCREENED ENCLOSURES SECTION 1 CABLE BRACING General Notes-.and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER TOTAL ALLOWABLE WALL AREA 3/32" 233 Sq. Ft. / PAIR OF CABLES 1/8" 445 Sq. Ft. / PAIR OF CABLES TOTAL WALL AREA = 10Q% OF FRONT WALL + 50% OF SIDE WALLS EXAMPLE: FRONT WALL AREA @ 100% (8'x 32') = 256 Sq. Ft. SIDE WALL AREA @ 50% ( 8'x 20') = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 233 Sq. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.; thus two sets of 3/32" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER SIDE WALL CABLE ** 3/32" ONE PER 233 Sq. Ft. OF WALL 1/8" " SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft, Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 i TELEPHONE(904)767-4774 FAX(904)767-6556 COPYRIGHT 2000 PASE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT.P E J� i SECTION 1 SCREENED ENCLOSURES ALUMINUM FRAME SCREEN WALL / CAP BRICK 1/4"x 6" RAWL TAPPER . BRICK KNEEWALL TYPE S THROUGH 1"x 2"AND MORTAR REQUIRED FOR LOAD ROWLOCK INTO FIRST BEARING BRICK WALL COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 4" (NOMINAL) PATIO 1"WIDE x 0.063" THICK STRAP @ CONCRETE SLAB W/6 x 6 - EACH POST FROM POST TO 10 x 10 WELDED WIRE MESH FOOTING W/ (2)#10 x 3/4" S.M.S. OR FIBER MESH CONCRETE STRAP TO POST AND (1) 1/4"x 1-3/4"TAPCON TO SLAB (1)#5 0 BARS W/3" COVER, OR FOOTING (TYPICAL) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. (1)#5 BAR CONT. BEFORE SLOPE (1)#5 BAR CONT. CN t �• ` 811 11 TYPE I TYPE II TYPE III FLAT SLOPE/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12"- 1'-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0"THEN A TYPE II FOOTING IS REQUIRED. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS to Lawrence E. Bennett, P.E, CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)787-6556 SEAL r PAGE © COPYRIGHT 2000 1-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES (5)#10 S.M.S. (MIN.) O O � G O O O O n O 1/8"x 1ic\l/2"x 8" FLAT BAR 0.135" PLATE OUT ON 45 ANGLE OO I` EYE-BOLT OR TURNBUCKLE FOR CABLE TENSION @° STAINLESS STEEL (SEE TABLE) I PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS (cb, CORNER DETAIL 1 MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6- 10 x 10 �oo WELDED WIRE MESH OR O FIBER MESH CONCRETE a � \ \d a av v \ \ d C< 4 \0 c v TYPICAL CABLE CONNECTIONS (c7 FOUNDATION DETAIL 2 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 1-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES SOLID COVER ATTACHED (PER SECTION 7) BREAK FORMED OR EXTRUDED END CAP ALUMINUM STRAP W/(2) #10 x 3/4" S.M.S. OR 1/4"THRU- BOLT AND 1/2" PVC OR EQUAL FERRULE AT 24"ON CENTER (2)3/4" CORROSION RESISTIVE AND WASHER HEADED SCREWS (PER SECTION 9) SCREEN ROOF BEAM- SUPER GUTTER 5"SHOWN VARIES VARIES S.M. OR SNAP SECTION FOR ALLOWABLE SPANS OF SUPER 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 1/2" P.V.C. OR EQUAL FERRULE IS PROVIDED @ EACH BEAM. SUPER GUTTER - SOLID ROOF SCREEN ROOF COMBINATION Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE -- COPYRIGHT 2000 1-40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL #10 x 1-1/2"S. M. S. OR WOOD WOOD SCREW(1) PER RAFTER OR TRUSS TAIL #8 x 1/2"S.M.S. SPACED #10 X 3/4" S. M. S. OR WOOD @ 8" O.C. BOTH SIDES SCREW SPACED @ 12" 0. C. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL FOR MASONRY USE - _ #8 x 1/2" S.M.S. SPACED 1/4"x 1-1/4"TAPCON ANCHOR @ 8" O.C. BOTH SIDES OR EQUAL @ 24"O.C. FOR ROOF PANEL WOOD USE#10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ;:, ;. EXISTING HOST STRUCTURE #8 x 1/2"S.M.S. SPACED WOOD FRAME, MASONRY OR @ 8"O.C. BOTH SIDES OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4"WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-3 SOLID ROOF PANEL PRODUCTS SECTION 7 IT CV r Q �' f` •� o O 4 v f2 N s L Mn g 4 O `�' m ih o c `�, `4 ? n � 0 MOO O M C7) O O) w c2 CV O O J 0 - r c r r r c r U o V o N 0 0 Of 4 '- 4 r r cD O) r. N 0 01 N O 01 O O H C N O O 0) EO w C fV N O O00 L C C C C_ t ` O O O •> > p O N V V p r 01 cU ^ <p m r O Qf tD EO h 1� m O N O CP O Co y E r r C MD u Z - n� :- is C 2 0 ca o C z d LLL tL Z Eo r` io io w Z -obi Cor` to Z o m Co Co w r r 0 ° v d d M Co 0 Q JO M M < N MSO Q J MO'> M a eF t� MSO fS 0 M M eY '[C N W Q J N My EO p 2 2 2 2 2 2 C 2 2 2 2 2 2 2 2 2 2 2 2 V c c a Mi a a n v 0 a n a a a CLv o a a n: c: a s V O N M sf N O r N M 0 Q Cu N O 0 a a 0 t LLQ N M O N M -i N L O > 'o r O N 4 ih v 4 v? oo .a V N N t` cD In V M cT 0 a r o r r r C y 0 c p w o w r �a M (D In V M N N 3 Lo p C r r r p = rr rn Ut O Mn C10 frr La0 Q n NO NN CT+ M N 3 E CL x _ Q v02 O> q N `� o in > 9 n ip io i� °>' 4 o� in ip o My = j Cn •N' PJ m i•i Lf;1 t A C C W r r C r Z o m a z c? `t `? ao p G z '- in co 3 Q Q O Z O MT Co Co O Z M N O � 'QTj y O Z In V M N p H N a A d CL d O �- N N N M M d O. O �^.. N V' O N h d A O V' MA N M` QJ p, J N N M M x G O r N N N en M f0 !D c N Q N Q J 0 O O I- 6 C2 2 2 2 2 2 K C 2 2 2 2 2 2 a 0 a n a a a a io O o a s mtm IEp m x O NL:2-:* K O N M V YO'f K N 0 0 0 0 0 Z r r rx — �- r- r- �- x O r N M VV Y�'ff M M Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.C. 7-17 SCREENED ENCLOSURES SECTION 1 Table 1.10 Allowable Spans For Super Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side; Aluminum Alloy 6063 T-6 1/2 Screen Roof Beam Span 10'-0" 1 12'-0" 1 14'-0" 1 16'-0" 18'-0" 1 20'-0" 22'-0" Beams And 112 Solid Roof Beam Span 5"Super Gutters 5'-0" 1 5'-0" 5'-0" 1 5'-0" i5'-0" 1 5'-0" 5'-0" 2"x 6"x 0.050"x 0.120" 15'-4" 1 14'-7" 14'-0" 13'-5" 12'-11" 12'-6" 12'-1" 2"x 7"x 0.055"x 0.120" 16'-5" 15'-8" 14'-11" 14'-5" 13'-10" 13'-5" 12'-11" 2"x 8"x 0.072"x 0.224" 19'-6" 18'-7" 17'-10" 17'-1" 16'-6" 15'-11" 15'-5" 2"x 9"x 0.072"x 0.224" 21'-1" 20'-1" 19'-3" 18'-6" 17'-10" 2"x 9"x 0.082"x 0.306" 22'-4" 21'-4' 20'-5" 19'-7" Note: 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 if the solid roof panel is smaller than 10'-0". For Span of"L'Of Beam; Use Screen Panel Width"W"From Drawing. Load Span=1/2 of Screen Beam Length+ 1/2 of Solid Roof Span. Spans are based on 120 M.P.H.wind load.Multiply spans/heights by 0.85 to obtain spans/heights for 140 M.P.H. Example: 24'-0"(Screen Roof Beam Span)/2=12'-0'; 10'-0"(Solid Roof Panel Span)/2=5'-0" For 2"x 6"x 0.050"x 0.120"Self Mating Beam and 5"Super Gutter Maximum Span= 14'-7" The solid roof panel width is 12'-0"; The allowable screen roof panel width will be(+)(2 x 1/2(12'-10'))=+2' To select the required Super Gutter and beam,add 2'to 1/2 the screen roof beam span and read the Super Gutter and Beam allowable beam spans in that column(i.e. If the screen roof beam span is 36'-0" then enter the table from the top under the column headed by(1/2 x(36')-2')=20'-0" Table 1.11 K-Bracing Fastening Schedule Number of#10 x 314"S.M.S.Required Maximum Comer Post Diagonals(K) Intermediate Corner Post Plate to Wall 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 3 3 60'-0" 6 1 7 1 12 1 3 1 3 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/Or Back Wail K-Bracing, Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E 1-51 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20314 Address: 387 THIRD STREET Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):32 Block: 5 Section:0 Square Feet: Subdivision: ATLANTIC BEACH "A" Est. Value: Parcel Number: Improv. Cost: 3,925.00 Date Issued: 6/30/2000 Name: SILLS, MORRIS Total Fees: 52.50 Address: 387 THIRD STREET Amount Paid: 52.50 ATLANTIC BEACH, FL 32233 Date Paid: 6/30/2000 Phone: (000)000-0000 Work Desc: CAP EXISTING SLAB/POUR ADDITIONAL CONCRETE LIFETIME ENCLOSURES, INC. PERMIT 52.50 FOOTING FRAMING NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. (52.50 14 Date: 7/07/00 81 Receipt: 6070645 CHECKS 14108 ATLA C B H B DING DEPT. 00100003221000 nn CITY OF 4& /9eacA Office of Building Official REQUEST FOR INSPECTI r� Permit No. -7 Date � `" O — —� C� Cl A.M. i Time Received Locality A dress Ow s �"Z/����fj'�l — —Contractor N e PLUMBING MECHANICAL CONCRETE ELECTRICAL Air Cond. BU DIN ❑ Rough Wiring ❑ Rough El Framing ❑ Footing Pole ❑ Top Out ❑ Heating g ❑ Slab ❑ Temp ❑ Fire Place Re Roofing ❑ Final ❑ Sewer pre Fab Insulation ❑ Lintel �6� _ READY FOR INSPECTION L I A.M. rs. Friday_---P.M. Wed Mon. A.M �L � Z -j3 Tues. . Inspection Made Final Inspection Inspector Certificate of Occupancy ❑ Date w CITY OF ATLANTIC BE= MtM!rJON RMKODEL, ADDITIONS, OR ALT-KRATIONS BUiiding and Zoning MO=G,MHOLITIONS Cw,e r (s) : /,-/D/'r/J CJ tC_1-1s, Accr=_ss: 387 Thwd Sr. ?` one: 246 -gg47 Lct # -3Z- . BLcck or Unit # � Subci*�isior.: u� �r�'�CL �xstcrt cntractcr: Lt��-,�r+t!E.- �A.C-�RSGt/`C�f TAAJ S_a-e License T `` �0GRG C)zb4- t �cd_ess : SS2i` 4A-4'6 )(C&-' Ct, c,e Nc: `ocl- 73!-SS�o �soryVl ll� State lq_ / e _ _ode 3LZS Sescr��e �cr:c to ce Clore: cA GI6(inV4 SLA$. 2>m,-c aLdel7TCyL)A-ll- 45�vVGteh, on __ ccsec . _ ccsed ase: � [t? ��ecc. . �1/C�lJC1�lY / uJrLL GL�4C� CDtC/lam✓ tL' We 7� �COYfn� e f'talk a.,2S rhvc,,),v to a)-447r^uAM) shP�• _s -.._s a.— 'k1Q :f yes, S.1Ca7 _=-2 t^e ai.menS_.,.._ cf ::7e New `few Heat;fir. surra"' THY-- (Cc"�=) T' ( 'Si.;F"1T^�'T3L) C 1PL�� SETS OF PLATS, J-VcLurzwG S.Z'�' PLAN, -JuRvsz' 'Y =rz 'CRUS, NC== OF Cbl =- a"TT, Ayr ,-,W=1CCNMA.CTCR A—a—z-MAVIP CWNT_.E'Z IS C:NMRACTCR. Date Siy at�re Ire Cate:Swc_: to and ssre me t:-_s is da?� or" fG[I�IE � James E. Snow �1 ��'_ ?UBL-C STAT_7 CF .=-CR--2A ._T L12�ZGE G� Commission#CC 930661 o` Expires April 23,2004 Bonded Thm Atlantic Bonding Co.,Ina MAP SHOWING BOUNDARY SURVEY OF LAT 32, EXCEPT THE ICIEST 15.25 FEET, AND EXCEPT THE EAST 7. 11 FEET, BLOCK 5; PLAT NO. I SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PACE 69 OF TIIE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: MORRIS SILLS, DENISE SILLS, STEWART TITLE OF JACKSONVILLE, INC. , FIRST COAST GROUP, INC. AND WATSON & OSBORNE, P.A. U 4A0, OP ��tib,V pip a o.b r?y .• • art C "H �' tie cti Ul r X11 0' Al _ ` o u b4 V 0 F o . 'Tc Vp O - \" Sr C I y r AA so . �• 9p�,�) . ' h� -41 3 0 2000 -sem � � �• 1.. ti \ IN``F` Ci ,/of Atlantic Beach Uilding and Zoning J EY p R 1. 9&mm AN g AG"u o cx/ ra+5 Su�✓EY• 2.STRUCRIRE No ,S B 7 SHONN HEREON UES vAlm FLOOD ZONE X AS B A� EST nric-&=m — r r u. n nm u.ac a•NR Nn of nATM a'/;7•d JOB LIFETIME ENCLOSURES, INC. SHEET NO. OF 5521 Chronicle Court JACKSONVILLE, FL 32256 CALCULATED BY DATE F35Q 10 (904) 731.5580 CHECKED BY DATE SCALE ........... ..... ........ N I_ �.... _ �. . .�.._.. fl.....- _Cr. _. .t! .......... 1 -44t � _ i f _ a N L .. .w ` 't `� J .{, PRTYr,2041611pk NMI 205 1 IP000e01 JOB 7,717 A LIFETIME ENCLOSURES, INC. SHEET NO. OF 5521 Chronicle Court DATE SJACKSONVILLE, FL 32256 CALCULATED BY (904) 731-5580 CHECKED BY DATE SCALE _..._ .t¢.t w/ kl.a .. ...... T G ITO' ............... ........... - _... ... p 1... a , __...............................- ......... .._._ .. ... fi .... ...:.. ...� J' . ...... _ __..... ..... �.. .. _ . _ __.T� ... .._,. ..� ... Ci ............... � �-......... . ..... _ ti.... o._._..... ... . . ...... . t,, ..3 __. .. ..... .. .-- u. ......t. F ........ .. i 1L ................................. . PPODUCT 204-1(Siigb Sheet M-1 IPaaaaai WIN^"CIA%"IMING cries W N MIN. I ETUkt3 Book 9660 page 258 PHONE 110tice of toili111clucluent. rrwe��wa rrl wr•Lrew�es • To whom It may soncernt The undersigned hereby informs you that Improvements will be made to serlaln real property, and In secordenee with eeellon 7111.10 of the rlorida Alatutes, the following Information Is staled In this HOT1CZ OT COMMX"CMMZHT. Descriptlon of properly _ !Jcat)- -A---------------------------------------------- -F----------•--------------------r--/-------------------• General description of Improvements --------- -------s-tf N / dam_ - -----------.------------------------------------------------------ Owner __L:'.a �.� _- (� l - ---6- -------------------------- -----• Address 3 __ / --=s-=--�� G_ c -r�- ----------` -z�3- -----------------------• Owner's Interest In elle of the Improvement __.floo-- 1�--------L------------- -------------•--------------_-• res simple Title holder (11 ether than owner) -----__------------------------------------------------------• Ham* -------------------------------• Address --------------------/-- --r-----------77--------•------•-----_--------------------------------------- -. Conlraeter //l � _Gar _-:` OLB47j___-------- Address _SSL(__ _�_rtv ------------------------ 1 tlurety lit any) --------------..........--..................... �-----------------------•---------------•---• Address -----------------------------------------------------------------Amount of bond 4-------------- Hem* and address of sny person making a loan for the construction of the Improvements. Home ------------------------------•--------------------...---------.•_--------------•------...._- -----• Address --------------•-----•---------------------•-------- .--•------------------1-----------------•----• Name of potion wlthla the State of FlorW may b rsrvedt a' other than himself, 4`11191121911 by owner upon whom noskes Of other documents Homo ------------------------------ Address __. _______.._.__________ ______•___-______-______._-____._--__••___- __-_-_-__-___-_. In addition to himself, owner designative the following person to reeoive a copy of the Lionor's Hollce as Provided In Aeetlon 710.041 101 IbJ, Aortas Atalutes. blit In at Owner's option). Home ---------------------------------.»._—_----_-_• •----------------------------------------------------• Address .......................................... vsslo o►Aet FOR na000Otn•0 tr*a ONLV »_ - •_---_----`-----------------------------• • Owner 7 335 i DEPARTMENT OF 13UILDING CITY OF ATLANTIC BEACH f d, IN -- LOCATION INFORMATION -- e #ERMIT INFORMATION -------- Fir , + 7 1 ddr s ; 357 THIRD STREET ; ATLI�NTIC BEACH, FLORIDA 32 33 Permit: Type. - BUILDING � LLGAI. �ESCRIPTIQN G9f' z mow. . . y 1pe x y WOOD FRAME yet a_x.32 Block: S t' c t' rrP INOI�B FAMILY TxxP RNO: 0 i C d a O, ub�divi.si n: ATLANTIC BEACH t ,p 11 + V' CoS i s f atal + 25-.00 -5125, 0 ate".r /20/63 i I -WORK AFPLtICATION FEES -- . - TION y "A �y $2500 .Efi�—- ..,' , ' Add TREST WATER IMPACT FEE � SO OBJ t H FLORIDA 2 iwiP4C , FE �0 Qty AV N �CAL)ON GAS�HaR> RD . � qqj vp R OAT'IO , _ RAID014 OAS �° �% RM $CS. 00 N P PF O CAPITAL IMPROVE. WOO 00 �Acldr e aHYDRAULIC SHARE $0 .00 c"2OSS CONNECTION .90 SIr .Ti IMPACT FEED 00r ` 0555 C w ' 0� 0, G� k NOTES i 777 M1, NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN$FECTED`BEFORE POURING z ; PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEAAE©UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER f LT �N FAILURE TO COMPLY WITH THE MECHANICS', LIEN W CAN RESU THE PR© PERTY OWNER PAYING TWICE FOR BUILD-ING IMPROVEMENTS.14 1S;3U D ACCORDING TO APPROVED PIANS WHICH ARE PART OF THIS PERMIT AND SUB CTT RR VIOLATION OF APPLICABLE PROVISIONS OF LAW. CWM , S.00 TCITAL fEMIPTIa 107947 ATAN ICEACIi BUILD:ltrt4ar DEPARTMENT Al t CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s): ✓/i C4 �joP- ry?'4 CIA Address : g 7 J rZ�rCl �l Phone' Lot # - Block or Unit # Subdivision: �7y� E'�t�: Contractor' V A�1er^ Address : ,,Pihone No: Describe work to be done: Aya�hf>j '�Y� Y Present use of building: Valuation of Proposed Construction: /- Proposed use: V e o-r t*n Ca Is this an addition? If yes, what are the dimensions of the added space: t` r�ft . X ft . Will the added area r be heated and cooled? iV•f New electrical (or increase)? JV New plumbing fixtures? lyo New fireplace? New Heat/AC? /,\/d SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IR CONTRACTOR. r Signature OWNER: ate: Signature CONTRACTOR: Date: OW14ER BUILDER PERMIT AFFIDAVIT Stato of Florida ) City of Atlantic Beach ) BEFORE �;aME, Jthe undersigned authority, personally ippvarvd �YJ - ._ :.___adtQ aS.� ..-_, who upon tisat boing duly worn, deposes and says# I' -- -_, and the legal owner of the Sollowino property# Subdivision Z7_M1tj'77C Block ••------ Lots .__.►__. AKA I am applying for w building permit pursuant :.o %t#e Owner Builder exemption not forth in Florida Statute, Section 489. 107. Florida lav requires that I have been providod witte thr tollowiny DISCLOSURE STATEMENT# DISCLOSURE STATEMENT State lav requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that lay. The exemption allows you, as the owner of your property# to ,act an your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of 823,000. 00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or leabe more than one building you have built yourself within one year alter the construction is complete# the law will presume that you built it for sale or lease, which in a violation of this exemption. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant sayeth not. Property Ovna�/ Srorn t and subs ribed L• a yhta -_-- fid♦