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Y n I i J1 —1 I .SIMPSON THA TRUSS ADJUSTABLE ATLAS BLDG. & COMPONENTS HANGERS PALATKA, FL 32178 .StrongT d ..'oaeiitucmas; 0 Extra long straps allow full code nailing and can be field-formed to give top flange hanger convenience.Consult a Simpson representative for alternate nailing patterns not listed. NO BOLTS REQUIRED.The THA has the double shear nail feature for added strength and safety.The THA29 has a 2V."bearing length. • MATERIAL: . 18 or 16 gauge steel;see table N FINISH: • Galvanized INSTALLATION: • Use all specified fasteners.See General Notes. • Two different installation methods(indicated in the table)may be used as follows: • Maximum nailing—All face nails must be applied according to the table,but nails used r c tor the carried truss attachment must be driven at an angle so that they penetrate THA through the corner of the truss into the carrying member. i 17-.'il" . Minimum nailing—For the THA29,the minimum nailing schedule requires the carried truss double shear nailing detailed above,and field-forming the strap over the carrying member a minimum of 2W.A minimum of lour top and four face nails must be used. Patent Nos.4,291,966 • For all models except the THA29,the minimum nailing schedule may be used when L and 4,480,941 double shear nailing is not possible,provided the strap is field-formed over the top of the Canada Patent 1985 carrying member a minimum of 1W for the THA213 and THA413 and 2%a'for all others. w�11.1 and a minimum of lour top and two face nails are used.The double shear nailing tabs are easily straightened so nails can be driven straight into the truss(see table for allowable loads). - CODE NUMBERS: • All except THA29:BOCA.IC8O.SBCCI No.NER-209.Dade County,Florida No.89-0131.5. SBCCI No.8835 for THA29. _ �' FASTENERS' ;:.!— �' MODEL DIMENSIONS C)' ����.� MATL CARRYING CARRIED '` °�� NO. MEMBER MEMBER :1-%.4_-,.I �.• I W H2 C \ TOP I FACE !STRAIGHT SLANT ! -;:t.';.:.'o ‘11111:.I' MINIMUI.4 NAILING—TOP FLANGE .. - THA29 18 ca. 15/8 ! 73/16 I 51/a 4-10d 4-10d I — I 4•10d 1 1113/161 52 4-10d 2-1Od '4-lOdx1 'rI `i Double THA218 18 qa. lsi4 1411/16 I 5'r2 ! 4-tt3d 2-lOd •<-tOdxt 1n — Shear Nailing THA218-2 16 ga. 3 L8 153/,6 I 8 V< I 4-16d 2-16d 16-168r2'rt� — �`/ / THA222.2 16 qa. 31/4 ( 193/4 I 8;• I 4-16d 2-16d 6-16dx21 1 = • THA413 18 ga. 354 11 13/16 414 4-10d 2-10d 4-1 Od }::, IH THA4.18 16 qa. 354 15 8. 4-16d 2-16d I 6-168 - 1. t6d sinkers may be used THA422 16 ga. 3514 19 V 8 4-16d 2.164 ! 6-16d — C to replace 168 common MAXIMUM NAIUNG—ALL NAIL HOLES FILLED I nails at S of the table THA29 18 ga. _ 15/6 I 911/16 1 51/e — 16 1Od I — <-tOd • /'� value. THA213 18 9� 15ib I 135/,6 I 5'/z — t<-108 I — <-tOd r r 2. The minimum dimension for THA218 18 a. ! 5 3 1 — — the minimum nailEnq con- figuration 9 ! 1 ,' I 17 /16 I 5 /z 18-lCd I I <-1pd ^I. ;) figuration is the maxi- THA218-2 16 qa. . .31 4 :I 1711/16 'r • 81/4 — • 16-16d I — j 6-1Gd 'y �24 mum possible height that THA222-2 16 ga" 31/4 ( 221/4 I 8 — 22-16d I — . I 6-16d THA29 ensures getting the re- THA413 18 ga" 35/4 I 135/16 I <1r2 t<-tOd I I 4.10d quired four nails into the THA4t8 16 6 1 top of the carrying 9 a. 3 ib 17 /t I 8 — 16-t6d I — ! 6•t6d member. - THA422 16 ga. 354 _ 22 I 8 — 22-16d I — I 6-16d 1 DOUG FIR-LARCH SPRUCE-PINE-FIR ALLOWABLE LOADS1 ALLOWABLE LOADS MODEL AVG ROOF2 ROOF2 FLOOR , NO. ULT UPUFT3 SNOW 1 CONST. WINO UPLIFT' SNOW CONST i -WINO 1. Allowable loads for Doug (100) (100) Fir-Larch are applicable (115) (125) (133) (115) (125) (133) to Southern Pine.except MINIMUM NAIUNG -TOP FLANGE MINIMUM NAILING—TOP FLANGE for THA213and THA218 THA29 8167 750 2635 2635 2635 2635 670 1940 2010 2060 2105 in the maximum nailing configuration,which THA213 5343 — 1615 1615 1615 1615 — 1280 1280 1280 1280 must be adjusted accord- THA218 5343 — 1615 1615 1615 1615 — 1280 1280 1280 1280 I09 to the code. THA218-2 7250 — 1850 1850 1850 1850 — 1460 1460 1460 1460 2. Snow.cons/.and wind THA222-2 7250 — 1850 1850 1850 1850 — 1460 1460 1460 1460 toads are 115%, 125%. THA413 5343 — 1615 1615 1615 1615 — 1280 1280 1280 1280 and 133%of floor.re- spectively.unless limited THA418 7250 — 1850 1850 1850 1850 — 1460 1460 1460 1460 by other criteria. TI-tA422 7250 — 1850 1850 1850 1850 — 1460 1460 1460 1460 3. Uplift loads include a MAXIMUM NAILING—ALL NAIL HOLES FILLED MAXIMUM NAILING—ALL NAIL HOLES FILLED 33%increase for wind or earthquake loading with THA29 8250 750 2185 2500 2500 2500 670 1755 2010 2060 2105 no further increase al- THA213 8760 750 2115 2430 26.45 2810 580 1550 1615 1660 1695 lowed.Allowable uptill THA218 9120 750 2580 2720 2815 2890 580 1550 1615 1660 1695 loads must be reduced THA218-2 13750 1380 2940 - 3385 3680 3915 960 1465 1465 1465 1465 for other load conditions as required Dy code. THA222-2 13065 1380 3745 4250 4250 4250 960 2860 3055 3130 3190 THA413 9583 750 2115 2430 2645 2810 580 1605 1845 2005 2140 THA418 13750 1380 2940 3385 3680 3915 960 2200 2530 2750 2935 THA422 13065 1380 3745 4250 4250 4250 , 960 _ 2860 3290 3500 3560 • 6 C Copyright 1990 SIMPSON STRONG-TIE COMPANY,INC • CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX 247-5877 PERMIT INFORMATION LOCATION INFORMATIOt►I'' Pennit Number: 17975 Address: 1898 SELVA MARINA DRIVE Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: 2,132.00 OWNER INFORMATION I Date Issued: 3/26/1999 Name: FREIDEMANN, RICHARD Total Fees: 2'$20 37.50 Address: 1898 SELVA MARINA DRIVE Amount Paid: 25110 37.50 ATLANTIC BEACH, FL 32233 Date Paid: 3/26/1999 Phone: (000)000-0000 Work Desc: ALUMINUM SCREEN ENCLOSURE CONTRACTORS} APPLICATION FEES TROPICAL ENCLOSURES INC. PERMIT $37.50 25x inspections Required FOOTING FINAL BUILDING 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 ALI,■ KUINVl7 T O APPROVED PLANS VVHICH ARE PART OF T HIS PERMIT ANU SUBJECT T O REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $37.58 14 Q. �-. \' -=t = +i Receipt: 8846635 ATLANTIC BEAC BUILDING DEPT. `'`t`- 738 RECEIVED CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALrEmirTAA999' MOVING, DEMOLITIONS City of Atlantic Beach n.c-Aoe-tsnA14") Building and Ziff owner address : 1 i31(1 Se-WA MAILLOk OR-WE. ? one : 81 I Lc: 4 Lk EL„:‹ 4 1 s SgQ:LA...k Contrac7.cr : V.C.Okkl 11.1 # 1\.)€,'.0.3Soi■AE a, -71?..0e C-LN CA_0 0 arrli ( . Staze License 0 s%3cc Address: ataL, c\05- Ac-_ ?hone No: aqt- g -2i Y ck State Desp.r..be work :C. e /NIA)ev■tAW Not LIAO C-1-0 S 7aicr f roposed 7,z:11s:ruction: OC) Pr.7;posed ' ES :s 7.71L.s an adt.L::on': tip* :f yes, wha: arE .Df :he t fr space: 1 I N tc fz. rhP. - r4t:iec.4 area be 1-e4t&-4, and New electrical ; ,.r.creasel ? New pi_trnting fi:•:t‘..ires? OD New firace? 1.10 New Hear.,P.,C". SUBMIT TFAREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CCMMENCINENT. AND OWNER/CONTRACTOR AFFIDAVTT, IF OWNER IS CONTRACTOR. Signs.7.•..,re OWNER: RA., A II P -ate: t CONTACT:.% 9 - -- - e: cli Sworn zo arni scscribeci cerore ne ns day of / twoAEZY PEL1C AT C,\E" - FF1, MSA M.TEWS-NEWSOME O My Oomm ExP.3/26/2002 No.CC 728173 nftmoomoymowolMWM --p • CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ��F Q J S i=c d14 MA-a rNA Da_ sL2 ceo Po CC-i- Date 3 - .Z S_ 7 `I Heated Square Footage @ $ per sq ft = a Garage/Shed /`D @ $ per sq 7:t = S Carport/Porch ► !a S per sq f t = S Deck i' @ $ per su tt = $ kP 011' Patio @ $ per TOTAL VALUATION : 9 1 3 Z-oo . / 32,474' /Svn $ /s7.00 Total Valuation 1st $ / DOv /132- /0 , /o Remaining Value $sr per thousand or portion thereof TOTAL BUILDING FEE $ aC,On + 1/2 Filing Fee ( ) Fireplaces @ $15 . 00 S -- 1!) BUILDING PERMIT FEE S _ WATER IMPACT FEE $__ SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP S _ RADON (HRS ) . 0050 S SECTION H PAVING ( $ HYDRAULIC SHARES S __ CROSS CONNECTION S ( ) SURCHARGE . 0050 S OTHER S GRAND TOTAL DUE S 7 V-2) ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor., Elevation Survey • ; Other CALCULATIONS and/or NOTES : I 33.2040. MAP SHOWING BOUNDARY SURVErkOF PARCEL A ECE1VED LOT 4, SEVILLA GARDENS UNIT ONE ACCORDING TO PLAT THEREOF ' RECORDED IN PLAT BOOK 45, PAGES 6 AND 6A, OF THE CURRENT 8 1999 PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PARCEL B City of atlantic Beach uI A PORTION OF LOT 6, SEVILLA GARDENS, UNIT ONE, AS RECORDET3i49g and Zoning PLAT BOOK 45, PAGES 6 THROUGH 6A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA No FOE: 21 G/-1A ILTD A- . IL?7-N�/Z--(�1� FILe-I/�E nnp-r�/�' �CT,y Ft g.S T c u y- - /3 A,•J Z- STe,^JA/z-T 77 Tc_C- 4 vo/L-f�-1 T)/ �o. ; 17-IC--N0 r7-D T. Mo(Leri e-,.r, 5 EL V A 4 e/A/A 7 VV CITY OF ARAN C BD gEEn/T cK/�MARK db/S 40,41)/A.,,_, c/oo';e4.4)) BUILDING OFFICE R 2 5 199 1 d ELF• l%o/0' 0 7 mac. ,� 79. 99?, ' 1Z", sb, o ¢ r s' J E Q 1:ES/`�' r• . , gq /z.0 Ly �,' . , , - N < CN !z•' za'B ,eL. 4 1_ ° 0 D• 19.9• 10" /6•7 Q1 6" 6 0 0 i lV • N' ♦ Q `� � r o �°v.1 /a rt �,,� •I . b 7' N v n o` :. N N D �a • 1898 I'e N S O 3 7-1„ O STog Y l`'° o Z• ' \ A4 STelcGo 0 :3\ C �1=c = g �� > / IAOCS�1 00 Cf) (1- � N. fo,, �i \ m JI a : C/ ^1 J m ^ o I ' H■ z' C l! 1j 7� 9'8 G o ✓ /s•O ' 19.9" �j �� �� ■.J ,cr r- A C L_o-7- 4 J � t W � e•-•%e' J � � _ � � ' ,. J E GGP ,L Z ° 3 06"h . 75 od , v) o �cecoc& 0I.Pc' C.-E-g----r. Z Z� �R` �ib`j .• dp �� ✓�� �I P �-=•G�-r, LE.D G-ICo a3 G23 '4ocxo �� ` / re RFR . 0 R'(/ .sor G G/7). y Ez 7s s�R° - A, S'� , /� rt/ ',/ -�48 7 • 4-U., -93 THE FLOOD Z* vATA DENO TED HEREON IS /�/AL ��K�G 7 � '�`�'U• � SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUFE A CERTIFICATION OF THE SAM£. /Z�vrsF To .57/0,.../ 8 Q L.�S /Z'79-9Z- /z-Z3 -92 �ov,4/pg720A/ft/12VFY: I/ti/•D•ft 92-4 77 Z; F, • 059 : 7 BEARINGS BASED ON .. LINE AS SHOW NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD AS SCALED FROM FLOOD INSURANCE RATE MAP o0o FOR A 7-64^/7-/G 6.6:4 G N, DATED B9 TRI-STATE LAND SURVEYORS,56INC. 731-7235 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, LEGEND THIS SURVEY..DOES NOT REFLECT OR DETERMINE OWNERSHIP. • awc MDT NOT VALID WITHOUT 77-I SURVEYOR SIGNATURE AND MAPPER.THE RORIGINAL RAISED SEAL - • IRON ax. OF A FLORIDA LICENSE D (SET 111TH CAP /LS 4144) -x-fEHCE O IRON CCR.(FOUND) ■ cRass CUT RR L ERADING RESTRICTION LINE LARRY G. EDDY, P.L.S. No. 4 144 61,I7 EA.s�r RAT / Z - • COVETED a SCALE: ,/ CENTERLINE ��'RVEYOR, ATE OF FLORIDA A/C AR CONDITIONING PAD (R) aAnAL carANCr DATE: //-/4 '9 Z (/ GTe Z-47 ORDER N0. ' F.B. 247 PG. �.Z i lROPfC44 EA/OLOSURes bye Overate POOL ENCLOSURES JacesOw/LLE 8EACN, FLOR/DA • 904-241-2298 CB 005e355 6 4 Y 1 ) /. j // Z I IIIIII 1.v aq I SI '' ■ S '' I SI " I 5I" L I -7 �l P■1 Uvv\I h u.Ak --{ a vAA ■z.. +o be bront-e i r∎ Co o2 Z� p( fv■e5k screeA -\-0 be C0_1 COGA I n COo2 Screen\ 4.0 9roUr\A , aid s��;�� �c� �c �y ;�, i✓ :� ., 1 � �. c cm e r e"C-e -1'b be 4,1 �,i.I r Pd �; Aar y ` x , Qr., V:Io' APPROVED ' CITY OF ATLANTIC BEACH BUILDING OFFICE MAR 2 5 1999 BAL/014,Law--- lOPfOAt 4 ENCLOSURES,Nc CUSTOM POOL ENCLOSURES dACKSONv/CLE BEACH. ROR/DA • 904-241-2298 OS 0058355 ! XZ � a> ZX2 • �„rncf L 9" L N< l ti oX \ A" xi G' 242 .ti1.\ yti )tti • ZXZ 20oG LaL( eLAf (&& e ) SCREENED ENCLOSURES SECTION 1 i Table 1.3: Allowable Spans For Primary Screen Wall Members (Post/Upright Height) Aluminum Alloy 6063 T-6 Load Width = Upright Spacing [ 5'-0" 1) 6'-0" I 7'-0" ii d 8'-0"9 '-0" Hollow Sections 3'-0" J 4'-0" Allowable Height"H" i 2" x 2" x 0.032" 8'-9" 7'-7" 6'-10" 6'-2" 5'-9" 5'-4„ 3.-1„ 2" x 2" x 0.036" 9'-2" 7'-11" 7'-1" 6'-5" 5'-11" 5'-7" 5'-3" 2" x 2" x 0.044" 9'-11" — 8'-8" 7 9 7 1 6' 6" 6'-1" 5'-9„ - 6'-8" 6'-3,. 2" x 2" x 0.055" 10'-11" 9'-5" 8-5 ' 7'-8" 7'-2" 2" x 3" x 0.055" 14'-11" 12'-11' 11' 7" 10'-7" 9'-10" 9'-2" 8'-8' 2" x 4" x 0.050" 18'x" 16'-0" 14.-4.. 13' 1., 12'-1" 11'-4" 10'-8" Load Width = Upright Spacin9 Self Mating Sections 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0.. 9,-0., Allowable Height"H" 15'-2" j 13'-10" 12'-9" 11'-1 1" 1 1'-3'. 2" x 4" x 0.038" x 0.100" 19'-6" �� 18'-11" 17'-8" 2" x 6" x 0.050" x 0.120" 28'-10" 25'-0" 22'-4" I 20''5" 16'-8- 28'-7" 25'-7" 23'-4" 21 7„ 20' 3.. , 19'-' 2" x7" x0.055" x0.120" 33'-0" 2" x 8" x 0.072" x 0.224" 42'-4" 36'-8" 32'-10" 29'-11" 27'-9" 25'-11" 24'-6' 2" x 9" x 0.072" x 0.224" 46'-4" 40'-2" 35'-11" 32'-9" 30'-4" 28'-5" 26'-9" 2" x 9" x 0.082" x 0.306" 50'-7" 43'-10" I 39'-2" 35'-9" 33'-1" 30'-11" 29'-2" — — Load Width = Upright Spacing 3'-0,. 1 4'-0" ( 1 7'-0" 8'-0" 1 9'-0" ' Snap Sections I 5'-0" 6'-0' Allowable Height"H" 2" x 2" x 0.041" 11'x" 9'-11" 8' 11.. 8'-1" 7'-6" 7'-0" 6' 7.. j 2" x 3" x 0.045" ' 14'-10" 12'-11" 11'-6" 10'-6" 9'-9„ 9'-1., 8'_7" 18'-5" 15'-11" 14'-3 13'-0" 12'-1„ 11'-3" 10'-8" �� 2" x 4" x 0.062" 31'-3" 27,_t„ ., 22,_1„ 20'x., 19'-2" 18•_1.. 2" x 6" x 0.062" _ - 2" x 7" x 0.062" 35'-0" 30'-4" 27'-2" 24'-9" 22'-11" 21'-5" - 20'-3" • Maximum chair rail spacing is 7'-0"o.c Thus with chair rail @ 2'-6"the maximum wall height without additional chair rail is 9'-6" Using screen panel width "W'select upright length "H" Example: Screen panel width "W' = 4'-0 Maximum "H"fora 2"x4"x0.038" x0 100"Self Mating Beam = 116'-11" 1 Lawrence E. Bennett, P.E. avt ENC3N R - DEVELOPAENT CONS(-TAM P.O. BOX 4.368, SOUTH DAYTONA, FL 32121 TELEPHONE (004) 787-4774 FAX (904) 787-8666 SEAL PAGE COPYRIGHT 1998 35 POT TO BE REPRODUCED N WHOLE OR N WITHOUT fT PART WITHOUT TI-E WRTFN PE7 F]l SSON OF LAWRENCE E BETT. PE SCREENED ENCLOSURES SECTION 1 . - Table 1.1: Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T-6 For areas with wind loads less than 140 M.P.H. and Latitudes below Latitude 30° North Load Width W" = BeamS arm 6'-0" I 7'-0" j 8'-0.. 9'-0" i - Spacing, ! ! 4. O.. I 5.-O.. T Nollow Sections 3 0 --- 'I w ble -- oT - a pan I-- -" 0. , 1 1 1 1'-T 1 0'-•1 8' 5 7'-10' 6 ---)L2" x2 x0.032" T 4.. ' i 2' x 2" x 0.036" 12'--5 10'-9 r9'-8 8.-10 8'-2" ---+ 11 -9" t 10,_6„ - „ 2" x 2" x 0.044" 13, 7„ `� --- ---- 10'-6" 9'-9" 9'-1" i 8'-7'. 14 10 12 10 1 1' 6„ 2" x 2" x 0.055" - -- ` 2" x 3" x 0.050" 20' 5" 17' 8" 15'-10" 14'-5" 13'-4" 12'-6" 1 1'-9" 2" x 4" x 0.050" 25'-3" _ 21'-10" 19'-7" 1T-10" 16'-6" 15'-5" 14'-7' - - Load Width "W" = Beam Spacing Self-Mating Sections 3'-0" 1 4'-0" J 1 5'-0" 6'-0" 7'-0" 8'-0" 9'-0'L - Allowable Span "L" x 4" x 0.038' x 0.100' I 7'26'- 23'-1 ' 20' 7 18'-10' 17'-5" 16'-4' 15'-4 ■ 2" x 6" x 0.050' x 0.120' 39' 4' 34-1' 30' 6' 27 10' 25' 9' 24.-1"- 22.-9-.__ 2" x 7" x 0.055" x 0.120" 44'-1�" 38' 11" 34' 10" 31 -10" 29'-5" 27.-7- } 5_-•' 1 • 44'_9 40'-10" 137'-10" 35 4 ; 33-4. 2" x 8" x 0.072" x 0.120" 57'-9" 50'-0" --- ' 4' 18' 11' he -s' 41 4" 3 -8" 36-6 9" x 0.072" x 0.224" 63 2 5 8" 2" x 9" x 0.082" x 0.310" 68'-11" 59'-8'_1_53'-5" i 4F'-9" 45' 1" 42'-2" i 39'-9" -.. - Load Width "W" = Beam Spacing_L 4'-0" 5 0 6'_o_L7_-0" ] 8'-0.. 9,_0,. Snap Sections 3' 0" L I Allowable Sp_an_'L" _ �2' x 2' x 0.041" i 15'-7' i 13'_F- 12 1 1_ 10 3 _ i. ' _ - - a .4" 13 3' 2" x3" x0.045" 20' 3" =_t I 15.-8" l 4- - 25' 1. 21' g ;g 5„ 1 9"-� -16 5' 15 i_14.4=-,. • `2.. x4" x0.045" - -1- 2" x 6" x 0.062" 42'-7" 36'_11" I 33 0_ i 30'-2' 127'-11_ 26'-1" 24'_7- - - -- - - 36-11L' ! 33' g' t 31 3 2n 3 i 2 . 2.. x 7" x 0.062 -.._- 47' 9" i 41 4 __ - - - Example: If beam spacing "W' = 4'-0" Maximum "L"fora 2" x4" x 0 044"x 0 12" Self-Mating Beam = 23'-1" I Interpolation of tables is allowed. Above spans do not Include length of knee brace. Add horizontal length of knee brace tr, abov spans for total beam spans. Purlin spacing shall not exceed 7'-0" 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 purlin shall include lateral bracing as shown in detail (48'-0" span with p 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. Lawrence E. Bennett, P.E. cry', ENG EER - DEVELOPMENT CONSULTANT P.O. BOX 4388, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 787-4774 FAX (904) 787-8558 SEAL • PAGE I G: COPYRIGHT 1998 33 ''.. NOT TO BE REPRODUCED N WHOLE OP N PAPT WITHOUT THE WR TTEN PERMSSION OF LAWRENCE E BENETT, PE. J • SCREENED ENCLOSURES SECTION 1 ANCHOR 1' x 2' x 0.044' PLATE TO POST SIZE DETERMNED BY CONCRETE WITH 1/4' x 2-1/2' CONCRETE i I ENGINEERING TABLES ANCHORS WITHIN 6' OF EACH SIDE OF I F EACH POST AT 24' O.C. MAX. OR THROUGH ANGLE AT 24' O.C. MAX. 114' DIAMETER TIRU-BOLTS 2' EXTRUSION _ _ • MIN. 3-1/2' SLAB 2500 P.S.I. CONCRETE VAPOR BARRER UNDER CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR GIBER MESH CONCRETE POST TO PLATE TO CONCRETE DETAIL ANCHOR 1' x 2' x 0.044' PLATE TO POSTS GREATER THAN 2' x 3' CONCRETE WITH 1/4' x 2-1/2' CONCRETE DETERMINED BY ENGNEERNG TABLES ANCHORS WITHIN 6' OF EACH SIDE OF I 2' x 2' x 1/8' ANGLE EACH SIDE EACH POST AT 24' O.C. MAX. OR THROUGH ATTACH TO POST AND CONCRETE AT ANGLE AT 24' O.C. MAX. �' LOAD BEARING WALL WITH (2) MN. x 1/2' S.M.S. EACH S 1' x 2' EXTRUSION #10 SIDE_ E .. ;;;.. .__ _.1 l-_. 1 VAPOR BARRER LRI)ER CONCRETE NOTE: ANGLES AS SHOWN ABOVE MN 3-1/2' SLAB 2500 P S.I. CONCRETE MAY BE USED TO CONNECT x 6 - 10 x 10 WELDED WIRE MESH OR CHAIRRALS AND PURLNS FIBER MESH CONCRETE ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL ANCHOR 1' x 2' x 0.044' PLATE TO 1 CONCRETE WITH 1/4' x 2-1/4' CONCRETE , ANCHORS WITHIN 6' OF EACH SIDE OF _ j 2' x 4' POST AS DETERMINED BY EACH POST AT 24' O.C. MAX. ENGINEERING TABLE 1' x 2' EXTRUSION _ "" .`� MIN. 3-1/2' SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE VAPOR BARRER UNDER CONCRETE I SIDE WALL POST TO PLATE TO CONCRETE DETAIL Lawrence E. Bennett, P.E. CIVL ETNO/4EER - DEVELOP1.ENT CONSULTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (804) 787-4774 FAX (904) 787-8558 SEAL PAGE C COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT 7}E WRTTTF_N PEAMISS1ON OF LAWRENCE E BEMETT, PE --31 SCREENED ENCLOSURES SECTION 1 OPTIONAL CONCRETE CAP BLOCK ANCHOR ALUMINUM FRAME TO WALL OR BRICK OR SLAB WITH 1/4' x 2-V2' MASONRY ' ANCHOR WIT-IN 8' OF POST AND 24' ' (1) #4 BAR AT CORNERS AND 10'-0' ON CENTER MAXIMUM ON CENTER FLL CELLS AND KNOCK,OUT x ' ; BLOCK TOP COURSE WITH 3000 PSI < * (1) #4 BAR CONTINUOUS Ild PEA ROCK CONCRETE N 8' x 8' x 18' BLOCK WALL (MAX. 37) M - DECK OR GROUND LEVEL RIBBON FOOTNG OR MONOLITHIC _ TTff ' (2) #4 BARS MN. 2-1/2' OFF GROUND F MONOLITHIC SLAB IS USED SEE NOTES " OF DETAILS BELOW KNEE WALL FOOTING FOR SCREENED ENCLOSURES ALUMINUM STRUCTURE FOOTING ALUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH 2500 PSI CONCRETE WITH (1) #5 BAR CONTNUOUS v 1 (3) #3 BARS CONTINUOUS• • co BARS MIN. 2-1/2" OFF GROUND Co BARS MN. 2-1/7 OFF GROUND • P. • 12' • RIBBON FOOTING TYPE 1 RIBBON FOOTING TYPE 2 ----- 2'-0' MN (1) #5 BAR CONT. (1) tr5 BAP !:ONE BEFORE St_nPF - I1 =L-I11 ) fll l _ I- 11= = -d= I-- _I_ t .-.r-e4 r 1'tl-n= = y s =' 1� - _ " r 1� 8 ,I— N IE =11=n=i- TYPE I TYPE I I TYPE I I I CL AT SLOPE ' NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0 - 2' ' 12' 7/17 - 1'-10' ) 1.-10' • NOTES 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTL THE COMBNED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0' ' THEN A TYPE II FOOTNG IS REQURED 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MIN. 2,500 PSI CONCRETE WITH 8x6-10x10 • WELDED WIRE MESH OR FBER MESH MAY BE USED N LIEU OF MESH 3.F LOCAL BUILDING CODES REQURES A MINIMUM FOOTING USE TYPE I FOOTNG OR FOOTING SECTION REQURED BY LOCAL CODE LOCAL CODE GOVERNS. • SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. cm. ENOPtEEP - DEVELOPAENT CONSUL TANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 787-4774 FAX (904) 787-8558 SEAL PAGE C COPYRIGHT 1998 29 . 40- TO BE REPRODUCED N WI-IOLE OP N PART WM-IOUT THE WRITTEN PERMSSION OF LAWRENCE E BEN NETT. PE SCREENED ENCLOSURES SECTION 1 1 Y • --- -- / \ \ 7 / (5) #10 SMS. (MIN.) ".. . 7 O \ \ `c �— -- \ \(9)OL� `.� @ CO) O _� \ — _ CO) 1 CO) `\ II 1 1/8' x 1-1/2' x 8' FLAT BAR 0.135' PLATE OUT ON 45 ANGLE 1 i „ ,_ \II I EYE—BOLT CP. OR S.S. FOR CABLE \ \ -o. TENSION \ /i t 3/32' DIA. STANLESS STFFI — PERIMETER FRAMING MEMBER �� _ TYPICAL CABLE CONNECTIONS AT CORNER DETAIL 1 MN. 3—V2' SLAB 2500 P.S.I. CONCRETE 6 x 6 — 10 x 10 WELDED WRE MESH OR 45° TYPICAL FIBER MESH CONCRETE 0 \0 \a a e i I ' TYPICAL CABLE CONNECTION AT FOUNDATION DETAIL 2 NOTE: SIDE WALL CABLES ARE NOT REQUIRED ON POOL. CAGES THAT DO NOT EXTEND MORE THAN THREE PANEL WIDTHS OR 29'-0' FROM THE MAN STRUCTURE. END WALL CABLES ARE REQUIRED IF THE SCREENED ENCLOSURE EXTENDS MORE THAN ONE PANEL WIDTH OR 9'-0' FROM THE MAN STRUCTURE. THE USE OF BLND OR INTERNAL SCREW CONNECTIONS N THE CONSTRUCTION OF SCREENED ENCLOSURES IS ACCEPTABLE. (1) PAIR OF CABLES REQUIRED FOR EACH 300 SQ. FT. OF WALL AREA Lawrence E. Bennett, P.E. CNL ENONEER - DEVELOPMENT CONSULTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 787-4774 FAX (904) 787-8558 SEAL PAGE © COPYRIGHT 1998 n C NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PFFiAS.SZON OF LAWRENCE E BENNETT, PE 25 7 r �___ _._.T - r) rr A t CI to n ..,_r________. :coo =1D ce;:cocgoii 7 0 N .. - * --C ��JV�O� � 0 r n/' _,� n_ W W--D p 0 p n n _ °-n cn ...cC nSur by n oc m i1iI Q1DE a z coo IfoD00116C00010C,,, ° 7 --.— n R ' 0 a o o d n g fir '_._ * _ = I N lC a F�� .J � r 9 �Y X40 / "— — — — to r has Q `" v) w -.) 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NNNNQ f C. - r_n-44,,,-..� -O _ m-'��oo mini ATLAS BLDG. & COMPONENTS ampsoN TRUSS ADJUSTABLE TIIA HANGERS PALATKA, FL 32178 ase VP:a1 0 Extra long straps allow full code nailing and can be liefd-formed to give top flange hanger convenience.Consult a C , Simpson representative for alternate nailing patterns not listed. NO BOLTS REQUIRED. The THA has the double shear nail feature for added strength and safety.The THA29 has a 2'/.'bearing length. MATERIAL: • 18 or 16 gauge steel;see table H FINISH: • Galvanized INSTALLATION: . Use all specified fasteners.See General Notes. • Two different installation methods(indicated in the table)may be used as follows: • Maximum nailing—All lace nails must be applied according to the table,but nails used r for the carried truss attachment must be driven at an angle so that they penetrate it THA through the corner of the truss into the carrying member. . Minimum nailing—For the THA29,the minimum nailing schedule requires the carried truss double shear nailing detailed above.and field-forming the strap over the carrying member a minimum of 21/2".A minimum of four lop and four face nails must be used, Patent Nos.4,291,966 • For all models except the THA29,the minimum nailing schedule may be used when and 4.480,941 double shear nailing is not possible,provided the strap is field-formed over the top of the I Canada Patent 1985 carrying member a minimum of 11/2'for the THA213 and THA413 and 2'/a-for all others, w�11J and a minimum of four lop and two face nails are used.The double shear nailing tabs are easily straightened so nails can be driven straight into the truss(see table for allowable loads). - CODE NUMBERS: • All except THA29:BOCA,IC80,SBCCI No.NER-209.Dade County, Florida No.89-0131.5. S8CCI No.8835 for THA29. MODEL DIMENSIONS FASTENERS' O'TI ° T �I�' MATT_ CARRYING CARRIED ,'° �. -. a_lr��a NO. I • • r'-,1=.., �.•,� ji W 1 H2 C MEMBER MEMBER• ��\ TOP FACE STRAIGHT SLANT • ° ° 'O MINIMUM NAILING—TOP FLANGE ;.:- NM/ _THA29 t8 ga. 152 ( 70/,6 512 <-tOd <-tOd I 1 a-1Od — THA213 18 ga. 15/8 111 i3/16 1 51 4-10d 2-10d 4-10dx1 1/21 •' ° — ° Double THA218 18 ga. 15/8 1 1411/16 I 5'/2 1 4-10d 2-10d -4-10dx1 1121 • ' THA218-2 ' 16 qa. 312 I 153/,6 1 81/e I 4-16d 2-16d 16-16dx21, I 1 Shear Nailing THA222-2 16 qa. 312 ( 190% I 8.• 4-164 2-16d 6-164x21/21 THA413 18 ga. 352 1113/16 41ra 4-10d 2-10d. 4-10d 1 — <: s THA4.18 16 ga. 35/13 15 8. 4-16d 2-16d 6-164 I — 1. 164 sinkers may be used THA422 16 qa. 352 I 191 - 8 4-16d _ 2-16d 1 6-16d - - C to replace 16d common MAXIMUM NAIUNG—ALL NAIL HOLES FILLED • C' I nails at %of the table THA29 18 ga. „ 15/a I 911/16 I 51/2 — 16-10d 1 — 4.10d . r value. THA213 18 ga 152 I 135/16 I 51/z — t<-tOd I — <•tOd I / 2. vat "H"dimension for — — the minimum nailing con- THA218 18 ga. 1 .'152 I 173/16 J 5th 18-tOd I <•t0d ^L ! I figuration is the maxi- THA218-2 .16 qa. • -.31/e ! 17t1/16 'r 81/. — • 16.16d I — 6.16d ' 'y .J mum possible height that THA222-2 16 qa. 312 [ 221/. I 8 — 22-164 I — 6.164 V. THA29 ensures getting the re- THA413 18 ga. 35/e I 135/16 I 41/2 — 1<-104 I — <•tOd quired four Halls into the THA418 16 ga. 5 1 top of the carrying g 3 2 t7 n 8 — 16-164 I — 6.1(i4 member. . THA422 16 ga. 352 22 1 8 — 22.164 I — 6-16d DOUG FIR-LARCH SPRUCE-PINE-FIR• ALLOWABLE LOADS' ALLOWABLE LOADS MODEL AVG ROOF2 ROOF2 FLOOR NO. ULT UPLIFTS SNOW CONST. WIND UPLIFTS FLOOR SNOW CONST -WIND 1. Avowable loads for Doug (100) (100i Fu•Larch are applicable (115) (125) (133) 100 (115) (125) (133) to Southern Pine, except MINIMUM NAILING—TOP FLANGE MINIMUM NAILING—TOP FLANGE for THA213 and THA218 THA29 8167 750 2635 2635 2635 2635 670 1940 2010 2060 2105 in the maximum nailing configuration, which THA213 5343 — 16(5 1615 1615 1615 — 1280 1280 1280 1280 must be adjusted accord- THA218 5343 — 1615 1615 1615 1615 — 1280 1280 1280 1280 Inc to the code. THA218-2 7250 — 1850 1850 1850 1850 — 1460 1460 1460 1460 2. Snow,const.and wind THA222-2 7250 — 1850 1850 1850 1850 — 1460 1460 1460 1460 loads are 7.of 125%. eTHA413 5343 — 1615 1615 1615 1615 — 1280 1280 1280 1280 and 1337.of floor, rt- spectively, unless limited THA418 7250 — 1850 1850 1850 1850 — 1460 1460 1460 1460 I by other criteria. THA422 7250 — 1850 1850 1850 1850 — 1460 1460 1460 1460 J. Uol ll loads include a MAXIMUM NAILING—ALL NAIL HO(FS FILLED MAXIMUM NAILING—ALL NAIL HOLES FILLED 33Y.increase for wind or earthquake loading with THA29 8250 750 2185 2500 2500 2500 670 1755 20t0 2060 2105 no further increase at- THA213 8760 750 2115 2430 2645 2810 580 1550 1615 1660 1695 • l • owed.Allowable uplift THA218 9120 750 2580 2720 2815 2890 580 1550 1615 1660 1695 loads must be reduced THA218-2 13750 1380 2940 3385 3680 3915 960 1465 1465 1465 1465 for other load conditions as required by code. 1HA222.2 13065 1380 3745 4250 4250 4250 960 2860 3055 3130 3190 - THA413 9583 750 2115 2430 2645 2810 580 1605 1845 2005 2140 THA418 13750 1380 2940 3385 3680 3915 960 2200 2530 2750 2935 THA422 13065 1380 3745 4250 4250 4250 960 2860 3290 3500 3560 c coo-right 1990 SIMPSON STRONG-TIE COMPANY,INC . - —C- -o o o C005 - HOOD r + _ )m -o rp •-1 o m. 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JP- n i Q ''1 C7 �__I__—!..-i� // z cn r- a I-7 m A W m C7 r a G7 m r- to A N Xi w Cn ... «. 1 r n il m • o 1�cZ7 Q :1 � � n Z r• W o :H .- v C p n N c) n r=--I n co I i N I 0o \ W Cn 3i 96 7 o � Niv c " ligiNm Ellit OL4ePEZ6 oTcusnnH • • 900/500d O'flIANOS)IOdf ST'IZP OZ AZIO SONIVR 3NICIV YI08d IKdZ5:50 Z6-80-ZI CITY OF 14tEairtie &ead - 941614 800 SE41LtiOLE ROAD ? - ATLANTIC BEACH,FLORIDA 32233-5445 - r TELEPHONE(904)241-5800 • FAX(904)247-5805 May 15 , 1995 Allstate Insurance Company 1838 South Third Street Jacksonville Beach, FL 32250 Attention: Sheri Husk Re : 1898 Selva Marina Drive Dear Ms . Husk: The property known as Lot 4 and a portion of Lot 6 , Sevilla Gardens Unit #1 is considered by the Atlantic Beach Building Official to be in Flood Zone "X" according to the Flood Rate Insurance Rate Map as of April. 7 , 1989 . We have received the final survey indicating the finished elevations for 1898 Selva Marina Drive , a/k/a Lot 4 and a portion of Lot 6 , Sevilla Gardens Unit #1 . The Finished Floor Elevation is 8 . 75 and the lowest grade is 8 . 0 . Sincerely , (- - Don C . Ford Building Official DCF/pah cc : City Manager O.M.B. NO. 306:•0077 ELEVATION CERTIFICATE Expire,May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary 10 ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, ;Ind/or to support a request for a Letter of Map Amendttmrif of Revision(LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION mn Misunnrar..t•c;oMrnt.r a,r BUILDING OW410 NAMI_ 1.01 lc°r NtIMPEII /gm - S r , i?# i L ki /'4 1 i I A-tr+�'/Q.r ;Inrc'1 AIJt II!: 1144:104 lino Apt HMI.FAItt ••t iI or tlnhl Nundxnl 0111'0 I2r t!1 f:ANI:1!30X IIIMBEfI r.:!M1rANV NAIC NIJMBEn Ir 98 7 et-v,9. 7 �R._r+ A«�'> 2i€,. °Ter r1 nF+cInn'rt,•rl 0 of mut Blot k Niriut,rirr..Mrlr.1 ... CITY v S IAl E ZtP r;(1nr ,-',i A)7,c--. /5 C-A A-,,- . SECTION B FLOOD IN URANCE RATE MAP(FIRM)INFORMATION Provide the followittg from the proper FIRM(See Instructions): f.pr?MMUNI r y NIIMerrl r'ANI•I trl t1,4101•;i 1 Stirrer n 'I.DAiF Or I mu IN0EY.. 5.I IoM Lone 5.BAr;r ri oou rt IVAI IUN - .� un AU 7ro,ws tot,/dnpih} 7 Indicate the elevation datum system used on the FIRM for Rase Hood Elevations (BFTF-)• 1 NGVD'29 1 Othor(describe on back.) 8. For Zones,A or V. where no BFE is provided on the FIRM, and the community has established a BFE for this building,cite. indicate (fie community', BF i": feet NGVD (or other FIRM datum-see Section 8, Item 1) SECTION C BUILDING ELEVATION INFORMATION • 1 Using the Elevation Certificate Instructions, irldicat the diagram number from the diagrams found on Pages 5 and 6 that bust describes the subject hitildieg's reference level 2(a). FIRM Zones At A3(1, AE. All, and A (with BFE'). The top of the reference level floor from the selected diagram is at an elevation of ! feet N( VD (or other FIRM datum-see Section B, Item 7). (h). FIRM Zones V 1•V30, VE,and V (with FIFE). the bottom of limo lowest hori7on(al structural member of the reference level from Iho selected diagram, is at an elevation of ' I I II I feet NGVD(or other FIRM datum—see Section B. Ilom 7), (c). FIRM Zone A(without BIE). Tfte floor used as the reference level from the selected diagram is 1 0.6 feet above' below (check one) the highest grade adjacent to the building. (d). FIfiM Zone AO. The floor used as the reference level from the selected diagram is i 1 1.1 1 feet above' I or below I 1(check one) 1110 highest grade adjacent to the building, If no flood depth number is available, is the building's lowest floor(reference level) elevated in accordance with the community's floodplain management ordinance? 1 I Yes i I No } I Unknown 3. Indicate the elevation rh)lurn system used in determining the above reference level elevations:IP-711UL '29 Other(describe under Comments on Page 2). (NOTE: II the elevation datum used in meiasuring the Elevations is different than that used on the TiRM (see Section fa, Item If. then convert the elevations to the datum system used on the FIRM and show the conversion equation eerier Corn mnnl on Pager 4. Elevation reference mark used appears on FIRM: I Yes I `'No (Soo Instructions on Page 4) 5. The reference level elevation is based on: 441IETIZI construction I construction drawings (NO I F: Use of construction drawings is only valid it the building does not yet have the reference level floor in place, in which also this certificate will only hr?valid for the building during the c:ourse of construction, A post-construction Elevation Certificate Ia•rNhn requited once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:i I ' 15.10 feet NGVD (or other FIRM datum-see Section R, Item 7) SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C. Item 1 is not the"lowest floor"as defined in the community's floodplain management ordination, the elevation of the building's"lowest floor"as defined by II1e ordinance is: ; ; ; I I 1.1 I feet Nt;V17(or other FIfM datum see Section B, Item 7). 2. Date of the Staff of cnfi tluc:lien 01 suh,tanlial improvement FEMA form 81. 1,MAY 93 REPLACES All PREVIOUS CDITIONS SEE REVERSE SIDE FOR CONTINUATION '95 10 r 9 I D:BARTLETT FAX:904-24't-b!?�r r nut_ . 4 SECTION E CERTIFICATION This certification is to be signed by a land surveyor,engineer, or architect who is authorized by state or local law to certify elevation Information when the elevation Information for Zones Al-A30, AE, AH, A (with BFE),V1-V30,VE, and V (with BFE)is required. Community officials who are authorized by local law or ordinance to provide floodplain management Information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official,a property owner,or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features-It the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servlcIng equipment, area use,wall openings,or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still he entered. t certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER(or Arriv Sag?) L-'�0,-.2 4 r ._ C - . . p0 41-4 f- TITLE �` CO 'ANY NAME f ..e-, . fu -+A-ro J LI 4.__.v Ey t / --1--(4..1._ i#T"Ts _.. - - V Cy l AjC- ( ADDRESS CITY STATE .y D.AI :H(IN 7 SInNATUR� - - [. -r t,7 .c' y c0 7G j&_ 1p Copies shoufd'6g� eflii e of this Certftic�e for: 1)community official,2)Insurance agent/company,and 3)building owner. I COMMENTS: ._. .. WITH ON PILES, SLAB A BASEMENT PIEns,OH COLUMNS A V A A V ZONES LOW; - ZONES ZONES 7ONES 11-'-=�-= REFERFIJ;'I i' -) - LEVEL ==_ IIFFFItE NCF tit 1 LREtICF 11`{1 1 IM4F ---_ LEVI IFVCL t\ 'I III f FIIN.tU i --- �__=_--K Ft r. il'i ii i+f 11 :':vi- ',T ,.i; PAGE ' l.l.. IICrEht,n'.l'. J tom nAil. pO,IMJMI , 111 VATICNJ r L000 Ii11A11C I,VCL ELEVAIII,YJ l n m-11,1 Anik EW �',�: LE1'Fi GR ADF ,y 'AU.uI:E try rf(11..... 1.. URAOE The diagrams above illustrate the points at which the elevations should he measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 MAP SHOWING BOUNDARY SURVEY OF PARCEL A LOT 4, SEVILLA GARDENS UNIT ONE, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 45, PAGES 6 AND 6A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PARCEL B A PORTION OF LOT 6, SEVILLA GARDENS, UNIT ONE, AS RECORDED IN PLAT BOOK 45, PAGES 6 THROUGH 6A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 4VO LEON Y. LEVIN; LAUREN GOLDENBERG; PONTE VEDRA NATIONAL BANK; �T4y i0 BARTLETT, MILLER & MOREHEAD; OLD REPUBLIC NATIONAL TITLE INSURANCE CO. G EC.vA i4 e/A/A Dk'/V BEA/CKM4RX /S A A/4/L /00')Q/L4-)) ' 3 S T /A/4 3b" 0AK 77.26E 0� EL• = //• ZD d • // °/D' 2 7 " E• "2992,,, ,z�•- 85.98 . 9. ti ■ A /- -7• S' J. E.4. '`ESt -r T. � O —24" , r O C} Irp o ` ^ N � \i C _ ' N < Cr) 0"7° l9.9' O 6-7 n,IS.O' i.1 v 4 •ti O U QI . /1 V / o o 6 8' N 8lC b'7' raj N J 1 3 N A'r" , ,10 • 1898 • N s 0" /4" In 7'� O SToR Y o N. A S7'v�o o ` N. I,6 O C ��C = c.).-1 — ) / U) l \ D O O, „ (; k U N INJ O fZ7' J n .z, O Al 9 8' (G o i/. �` /S•b ' 19.91 O �° �'� 7�,c) i''' L W ��•.7- �--`-- ^A C L.oT 4 r �' v' 1 ,j 0 /S' .0/Q 1/,/4 '6- FS/-7'T. iv— �" s �y o r ,L f Zoo 3106"W. 78_.00 ' 6 . 3 P r—«r-rs QED G 1Co Et 3/Ct 3 . 1(0 , / , �re. 4Gt B.,e.c'5•cr.//oly,v/-/E.C'EO.✓.4.PE <' . '% • ?Li/, C/ J pER o, P•l/• "co 6G/7/ Py• Zl7S Aj�7- �jLI./ / Q� 1,/ . r� REV/sF To S o,/ 8. Q.c.'5 .. /z'29-9 Z- ,. -7 . 13 F, v,✓&4'7?a.✓f e/M/e Y N/•D.,e 9 Z^0 1 7 7 Z; / ,■ • 2.5-9 : 7 ; /C-Z 5 -9 - NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON RA) LINE AS SHOWN / THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD 4 AS SC LED FROM FLOOD INSURANCE RATE MAP .e,.e, ,0/ FOR A774A/T/G BEL G NP DOTED 4-/ TRI-STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY • CONC. mai RESPONSIBILE SUPERVISION AND DIREC770N, THAT THERE ARE NO • IRON an. ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN (SET 1VTN CAP /LS 4144) HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY , "al - i x-FENCE THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION 0 IRON DQ2(FOUND) 472,027, FLORIDA STATUTES ® CROSS CUT B.R.L BUILDING RESTRICTION LINE ESd7 EASEwENT LARRY G. EDDY, P.L.S. No. 4144 R/W RIGHT-OF-WAY //-7" z O / cnv. COVERED AREA SCALE:/ € C?ITERLNE �-- A/C AIR CONDITIONING PAD �f ' GISTS I' RVEYOR-, •TE OF FLORIDA (R) RADIAL DISTANCE DATE: /1-/4 -9 Z_ // (- 1 CONCRETE ORDER NO.9 2-¢/ `' Clrrfifirair of ®rrupattrJ CITY OF tea & Beads - Edda #' Eir}tartmrnt of Building Jnntprtinn 1.6., This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the ; ': various ordinances regulating building construction or use. For the following. Group rsifintion $iil�,le Family Residence BIdg.PermitNo._ 6189 1‘1/4.- W/zrame 1•ypeeonstruction 8/f Fire District Atlantic EeaCh �` Group pw,neroFBuildin W11SOn Homes, Inc.Address_4�3 Tresca Road �►. g Jacksonville, FL 32225 �; y / Building Address 1898 Silva Marina DrF,or,Iity Atlantic Beath, FL 32233 DON C. FORD Building Official Date: / - - , POST IN A CONSPICUOUS PLACE ry i t \ / \ / i ♦ry i ` T s. ..-:.1� A 'IL:___--\)j-- \ i \ i \ / \ I _ \ : i_ _'_____ ) MAP ,SHO.:.-ING - BOUNDARY SE.,ZVEY OF LOT 4 BLOCK -7v- AS SHOWN ON MAP OF 5'EV/LL.Q pRDEN'S !/A//T n,,t/E AS RECORDED IN PLAT BOOK 41,5- PAGES A-64 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORID CERTIFIED FOR: W/LSO A/ No/41E6% /./c. ; JO5 ,PZ.F.S f%P1'T `i/%44 (144i ,74 //N'ljl I Z 0 4A/ 4.55OC/A7 i 0 n/;S TE 1.1✓4,i2 T T%7 E OF LIA CAE'1)",/v/6 L.i ---.""m".1.11141/1111:91111;1111"1"111111.■p. g EC.VA m42/A/4 apivE 9eNcHt14RK /S A NAIL 000'R/W) Sr E /'J 4 36" 04,e 772EE 4.5' CN47�/ L/,vK EC.. _ //. 2z) X S o p• Z7 "`c. 79. 992,, 1z� 85.98 ' A 7•0 /� 30� ,— -7. S' J. E.4 . .ESt-r/ T. _ 0 24"p , r - 0 o' , iq 1r0 O ;I; , , _ / N NI 1C zo1•6 C 1 /6.7' Ch ki o 19.9' / o rn S..0' i,' \ I lV L .I. ° e°•V•) b e a/c. M b1' kA N N NJ ` N o`z4 , do • 1898 N S 3 T'Jo 5'7 Oi Y O /4" O A STa •Go 0 / N 1 ` , - 010„ N 1Z.7' 9.8 /C o k/. 6. /5.O ' r99” 0 Ir C /S' Dg 4/n/4 'E C5/1-7/7-. o Al. / 2003 '06"W• 78 • oo ' TREE LEGEND / yore: 41..c. B.,e.c 5•<574/0 v✓,v,e/E,ee a,✓..4f.PE 0 = P41 fr1 TREE PER o•R•v ,4" 66./77 P4.•ZZ75- A = OAK TREE 1-7 AML ,) Lev Ey: ,tv' 9.? -/¢8 7 ; 4-04, -93 /2&1//SE To 5410t-I 8.E.4.'5 : /Z'Z'-9 Z (, A a d A/D na. /f c//?(/E Y. vti/•O•fe 9Z'4772; F,h,. 259 : 7 ; /Z-Z3 -92 NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON RflA� LINE AS SHOWN THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE A AS SCALED FROM FLOOD INSURANCE RATE MAP o''O/ FOR 4 re—[1A/7/G 5E4 6,41, FLORIDA, DATED 4-/ 7-89 TRI-STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY • CONC. MON RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO • IRON COR ENCROACHMENTS EXCEPT AS SHOWN AND THAT 7HE SURVEY SHOWN (SET Ml771 CAP 1 LS 4144) HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY , X FENCE THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION o IRON COR.(FOUND) 472.027, FLORIDA STATUTES. ® CROSS CUT B.R.L BUILDING RESTRICTION LINE E 447 EASEMENT LARH Y G. EDDY, P.L.S. No. 4144 RA RIGHT-OF-WAY SCALE: //"7- Z D COV. COVERED AREA /2 Q CENTERLINE _- A/c A/R CONDITIONING PAD "C!S7E / =RVEYOR, 7E OF FLORIDA ,' (R) RADIAL DISTANCE DATE: li-/4-92- ./ 17.71 CONCRETE ,-,, 17 4'7 0� "l'7 ' MAP Slit-l1NG• BOUNDARY S wRVEY OF `• LOT 4 BLOCK -7v- AS SHOWN ON MAP OF SEV/LL4 pRDEWS' 4/ANT DA/E AS RECORDED IN PLAT BOOK 45 PAGES A-64 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA/ CERTIFIED FOR: WIGS0N/ COMES' %/C. ` EOPLES ,4-/,err Fin/4 C'/A/ ,S4d/c/f f l n OA/ .41 SOl/Aria•i •5 Te r✓v¢ r m_✓E Of Liz>L4 !Y/CG 1= No:T#., 5 EC.VA m4e/V4 DOVE ,.,,,,-„,,,,,,,,,< ,,4 /,/A/C. Uoo'R/W) !S SET /n/4 36" O4 K 7XEE 4.6' CN4i,-/ L./n/K El. _ //• ZD Y 1 X 5. /1 0/0. 27 "E. x 79. 99;, ►Z„ 85.98 , ?o. piz', _3.0f • � -7. 5" J. E•4 . ES/"-l'T. _ C) MBA 'q 12'b p Q p/o., N NI . .(1 N0/Z•' Z0 '6•,P•L• TVI ,p. 19,9' p 6" 6" p/o„ OA /fib. 67 o • ■N tv :V v 1.6'B' N ■ M 6,7' M N NAIt" N S I 3 O C'o�T dioce ''° /4" O Q. N. v A h fo.",oil no,./ / Q Crl CI �,,,. E R, EL.= b•7/ N o pia" N ' 17'L A 'S-O' l9,9' C' Z" /o dr'P i,q /S' DA?G/,t/.4 '6- ES i'T. p • /V. / ?0 3 '06"h'. 75 • 0x • 7-REE c ECEND 7474TE•' 4LL B•Av.L.!.S•.Si/CW^/NE,eEO�A 0 = P4LM 7REE PER : o•,P•V• rr' b6/7 P zz7S ; 1 R 'r�.�'i"3 / 4 A = 04A' TREE a , ,b , r' 1 '. cr ..�i.ri f Y ,2r1�/sE TD SI/o(n/ 8.E•C.'S .• /Z-Z 9-92- ? 1993 �f Aodt/D,a740/fai:217 -: /A/.0•* 9Z'¢77z; F,,B• 259 : 7 ; /Z—Z3 —92 NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASPorti,Frfith , U; Ifi SHOWN THE PROPERTY SHOWN oHEREON FOR LIE W177-IIN BEAGNoD FLORIDA, DATED � 4'/ 7SB9 SCALED FROM FLOOD INSURANCE RATE MAP TRI-STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND I HEREBY CER77FY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY • G1 NC MOW RESPONS1?ILE SUPERVISION AND DIRECTION, THAT THERE ARE NO • PON° ENCROA6I-IMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN (SET Will CAP /LS 4144) HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY -X-FENCE THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION o IRO" Oat.(FOUND) 472.027, FLORIDA STATUTES ® CROSS CUT ' B.RL. BUILDING Resrn/C11 4 cwE E9u7 EAS LARK I G EDDY, P.L.S. No. 4144 EMENT CD /� "AREA SCALE:P:7' D ' Q € CENTERLINE '��_— A/C AIR CONDITIONING PAD P GISTT�2✓RVFYOR, (R) RADIAL DISTANCE DATE /1-/4--92.– r--1 CONCRETE r1-, 74 7 or. -71 Address i S--8 f- V I i V9-/Z f N , __ Heated Square Footage 2-3 O (9 @ $ 53.0 o per sq ft = $ /off /i 90 6 ag /Shed 413 @ $ i1 00 per sq ft = $ 7, 90 .D- srpor Por SY @ $- /.-00 per sq ft = $ —J Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ / 36 ) 7 a B Total Valuation 1st $/G'(j 0 p d 3°) 2 ( ��, c'- $ . ' Remainder Valuation $3 . per thousand or portion thereof Total Building Fee $ S _ ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ D76 ...5"b / Fireplaces @ 15.00 $ /' `);(/° Mechanical BUILDING PERMIT FEE $ (q4/4/ 6-r-D_ Plumbing L.,/ Electric/New Electric/Ted '/ BUILDING PERMIT $ i.77- - Septic Tank WATER METER CHARGE $ SVPO Well Swimming Pool _ SE[JER IMPACT F E $ /613 -61C1 WATER IMPACT FEE $ -S-pa co Sign MISCEaANEOUS $ Water Connection Sewer Connection (2h Pm' /94-3 '4' $ /E, , /7 Water Meter Elevation Certificate GRAND TOTAL DUE $ .215 '2 :343 CALCULATIONS and/or NOTES CITY OF r e & &eac` - 7e02GCetZ • 800 SEMINOLE ROAD - — ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 • FAX FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: /U - y 7 3 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address (n� AL",l c`-, 9 / si ; <J�-,eocz t�cyc 4 _�_, 3 2,2 6- (.7.e.cvn-9 L y �1 Sincerely, Building Department :'ROPERTY DESCRIPTION • CITY OF r1tlasttie &eae4 - ( cda 716 OCEAN BOULEVARD .ot 0 Block • ,,Section I f P.O.BOX 25 ATLANTIC BEACH.FLORIDA 32233 iubdivia ion s 4.1 _a___G14aehl , TELEPHONE 190/1249-2395 street flame I . DESCRIPTION OF WORK sr Address s J.g_2_i_ .&i ..,,,,l _ ?i!g„N O2 4 If in a FLOOD HAZARD 'load Zones area complete page 3. . Brief Description t -CI K -.- 61 mi ,/ _ 1/l • • Class of Workt (Nev/Remodel/Addition) NE I.J TONING INFORMATION Type of • • , Conatruotions__Xejap . :oning Proposed cc +ietricts Use 5LL =-. 1a-+��l(___ Estimated Value 6_126' LC ______ :xceptions or / Materiales ariances Granted: • Solid or i Filled Orounds_ _c_Q Roofs tR,aSS OWNER INFORMATION • +' • Method of Heating Fic c--f'k.ir: Property Owner s ikb(Sc*N vrn7_sue, -t4& • Phones, ;,, 7a s'- c i 7 a Mailing --- • • Address ik F's c A- J e 3 /R J - 'A ,Ac _Al Lid"1e .. ,C �v�t.��S Zips 3A A s • r • CONTRACTOR INFORMATION • 3 Contractor 1_14)4./44 } It5 -4tt:. 1 2•4////1 4'2 1 6, t /</N Phones 94-7/ 7,../5- a/77 Mailing ---- Addresas lic.3 liq.eSc--4 Q,,, • j _1i6z&_L:4//L,. .� Zips 3.-7a 3 - All/ Expiration License Numbers_6_ c__ U/Al�„/D a t e s 3 L_l • I HERESY CERTIFY THAT I NAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO RE TRUE ir., AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL s[ 4yCOMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE ORANTiNO Or A PERMIT DOES NOT PRLGUNE TO t OIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS Or ANY FEDERAL. STATE OR LOCAL RULES, r•_N1; 'r1}• REGULATIONS. ORDINANCES. OR LAWS IN ANY MANNER, ZNCLUDINO THE GOVERNING OF CONSTRUCTION OR THE �i. PERFORMANCE OP CONSTRUCTION O► THE PROJECT. I UNDERSTAND TIIAT THE ISSUANCE or THIS ►ERnIT IS 'i_ !i . CONTINGENT UPON THE ASOVE INFORMATION NNINO TRUE AND CORRECT AHD THAT THE PLANS AND SUPPORTING J• + '1 DATA HAVE SEEN OR SHALL SE PROVIDED AN REQUIRED. 4 R'. i A j J� v /1��� //'G��'_ Date //' e7Z F- 1`■ .I +4 Owner Signature/ Y, --� r/,.- ----.• _ .0,?. 666 &. t ��� • .a.... / Contractor Signature /2 �/ Date //��797- D. CITY OF' Office of Building Official (O 3 4, .2 m REQUEST FOR INSPECTION G° (O op Date ` 0 _L Permit No. 6/ 898 Time Receivedf M. District No. Job Addres �Owner's ,/ / / Name _ _ 4 �!I contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring 0 Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab ■ OA INSPECTION A.M. Mon. Tues. �j Thurot`,.II�u� // Friday P.M. Inspection Made • / ; ! P M '`` Q/n Inspector - Final Inspection❑ Certificate of Occupancy Date ' (!TYOF• 4Ila4ic /3 -47I X362 " 1 A.:)9,-`C9 Office of Building Official z, 26 2 z REQUEST FOR INSPECTION 6 2 16 E Date -5 -3 v Permit No. 6 /69 6 Time A.M. Received P.M. Dist' o. /&96' 1. � a ,4 - . ,-� Jo Addres '' J�'IfL07' 7 Owner's �� 47e,'"""") Name Contractor BUILIS N G CONCRETE Aarn rn PL BING MECHANICA k ng Footing ❑ inq. �d ^ Heating L Re Roofing ❑ Slab ❑ Temp Pole Top Out C \ Fire Place ❑ Lintel ❑ Pre Fab READY FOR INSPECTION A.M. Mon. \rues. `1• Wed. Thu _ ' P.M. 0 .iC, A.M. Inspection Maae V [ P'M' Inspector _ Final Inspection❑ Certificate of Occupancy 61_Q--C 7,4--1 Date DATE: 6- '6 - q3 PRE--SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 s • THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: lb /S9;8 ),ef '04-qt1-W- q4.647‘ &A.ZA-9 • • 4 >I- EL , • /P ZA--> • BUILDING INSPECTION --DIVISION cc:FILE 1 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) �`4 WATER CLOSET jWATER CLOSET, TANK OPERATED (4) 't`{ VALVE OPERATED (8) C) BATHTUB/SHOWER (2) URINAL WALL LIP (4) 0 SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) r Cj SHOWER STALL DOMESTIC (2) / LAUNDRY TRAY (2) LAVATORY (1) 3 COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) 2— WASH SINK EACH SET OF FAUCETS (2) D KITCHEN SINK (2) DENTAL LAVATORY (1) IKITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) URINAL STALL, WASHOUT (4) BIDET (3) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET / DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY 1 ICE MAKER (1/2) f S SHOP (2) lam' SURGEONS SINK (3) LAVATORY, SURGEONS (2) ' JACUZZI (2) 0 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS g10:/ @ $20.00 EACH $ . 0 2 JOB INFORMATION / � Sr c�� /� +47 TRANSMITTAL DOCUMENT FOR JEA • DATE: — /0 . 9 3 The following permits have passed "rough" inspection: Permit No. Address / Enclosed ark our (blue) copies of the permits. Please update your records accordingly. Thank •,. V IP BUILDING CLERK CITY OF ATLANTIC BEACH • /vcb • PSR-3844 6676 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH LOCATION INFORMATION - - --- 12E : 1???, SELVA MARIN$. T.:RE FL, . ATLANTIC EEACH EL'..sFlpT., lar . NEW ---- ----- LEGAL DESCRIPTION -- --- on . w,-)or FRAME I'NLE FAMIL1 Tonshir . 1. 1na ' I :.:',.7,de* "..' .,1b,:liviFin - ,.15! V a.I Ile * ,:711A- , 9.4i,,11- 1W4MArION - - --- APPLICATION FEES ---- - 4400140' ' F?MI nc) iirivr, MARINA DRIVE WATER .fMPACT FEE ATLANTIC BEACH , FLORIDA J. $E14R IMPACT FEE , , Phone : ( 904 )724-0963 WATER METER ' $0 .0u RADON GAS-H . R. S . $0 . 00 - - - CONTRACTOR INFORMATION . RADON GAS - 5% $0 .00 WATER TAP $0 . 00 Address : 403 TRESCA ROAD SEWER TAP $0 .00 JACKSONVILLE , FL 32225 HYDRAULIC SHARE $0 .00 License: LS249 Type: ( RE-INSPECT FEE $0 .00 SEC .H IMPACT FEE $0 .00 OTHE1- NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: ,rie,,, 47/2 I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : OWNER OF PROPERTY : BUILDING CONTRACTOR : PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER 09 6 3 STATE LICENSE NO: c;Z. 11 TYPE OF BUILDING: iRsax,CL8A+CO SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PNS OTHER ' --1-1-1.9...a.4-a90. TOTAL FIXTURE ' 1UNT: x $3. 50 * $15. 00 = $ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE W.10 THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 ,S43 va CITY OF ATLANTIC BEACH, FLORIDA Approvwdby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_...__ 4** 4 19 i3 IMPORTANT NOTICE: `—j (/ O ��I 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. L ELECTRICAL FIRM:UriiIJ Efrct MASTER ELECTRICIAN S ATURE ,JOURNEYMAN NAME. _ W'' 6 ADDRESS: I'u iJE- - RFD BOX BLDG.SIZE BETWEEN: RES. (A•) APT. ( ) COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW( ) OLD 1 ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.( 1 SIGNS ( ) SQ. FT. SERVICE: NEW(-)i INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE 4q AMPS L0 COPPER ( ) ALUM. VC,) , SWITCH OR BREAKER cP03 AMPS I PH 3 W (9`3VOLT _C4-0I0 RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY Y FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 31•100 AMPS_ SWITCHES _- INCANDESCENT FLUORESCENT&M.V. __—. ---- -- FIXED 0.100 AMPS. OVER APPLIANCES fi __ BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIOJVING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT .-- ,-- . 0.I 1 OVER MOTORS N.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: , UNDER 600 V. - OVER 600 V. NO. KVA I NO. KVA NO.NEON TRANSF. NO. f VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN _ FORWARDED S /e,.C� • TOTAL FEES Lv ` 1 PSR-3844 6260 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFUKIIALIUN -- LOCATION INFORMATION ermit Number : 6260 .ddress: 1898 SELVA MARINA DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 lass of Work : NEW - -. LEGAL DESCRIPTION --- Constr . Type: WOOD FRAME ot : Block : Section: Proposed Use: TAVERN Township: RNG: 0 stellings: 1 Code: 0 subdivision : SELVA MARINA stimated Value: $0. 00 Improv. Cost : $0. 00 Total Fees : $67. 50 Amour : $67. 50 17 — "92 - rI, De_, : ItIqTATA PLUMBING IN NF DINULh. FAMIC: , IDENL.:, -- - - oiink-R llitoRtATION ---- APPLICATION FEES ----- Name: WILSON HOMES PERMIT $67. 50 Address : 1898 SELVA MARINA DRIVE WATERIMPACTFEE $0. 00 -*v4T \TLAflH BEACH, FLORIDA SEWER 1MPAC1 FEE Phun : “404 )77-7000 WATER METER $( RADON bAS H. R. S. 50. 00 - - --- CUNTRACToR INFORMATION - RADON GAS - 5% $0. 00 Name: SKINNER PLUMBING INC. WATER TAP $0. 00 ',dUress: P. U. BOX 15032 SEWER TAP $0. 00 IALfiS0NV1LLE, FL. -1. ..11 HYDRAULIC SHARE $0. 00 4-1ne: CFt114306'1) Type: 1 RE-INSPECT FEE $0. 00 SEC. H IMPACT FEE $0. 00 OTHER ' 41 NOTES PAID DEC 2 9 1992 ( Tyr NOTICE –ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By 57'l PSR-3844 6 3 6 2 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION - ----- LOCATION INFORMATION -- Permit Number : 6362 Address : 1898 SELVA MARINA DRIVE Permit Type: MECHANICAL ATLANTIC BEACH . FLORIDA 322.3 Class of Work : NEW LEGAL DESCRIPTION Constr . Type : WOOD FRAME Lot : Block: Section: Proposed Use: SINGLE FAMILY Township : RNG: 0 Dwellings : 1 Code : 0 Subdivision: SELVA MARINA Estimated Value : $0 .00 Improv . Cost : $0 .00 Total Fees : $41 .00 Amount Paid : $41 . 00 ,Acq-1 Dog ...ATRAL HEAT AND AIR -- OWNER INFORMATION ---- APPLICATION FEES Name : WILSON HOMES PERMIT $41 . 00 Addr e=ss : 1898 FELVA MARINA DRIVE WATER. IMPACT FEE $0 . 00 ATLANTIC PEACH , FLORIDA ?2" SEWER IMPACT FEE $0 .00 Phone : ( 904) -541-2333 WATER METER $0 00 RADON GAS-H . R . S . $0 . 00 CONTRACTOR INFORMATION - - RADON GAS - 5% $0 . 00 Name : n1R ENGINEERS INC . WATER TAP $0 , 00 A. Idress : 1094? BEACH BLVD . SEWER TAP $0 .00 JAX ,FL. 3 :216 HYDRAULIC SHARE $0 . 00 License : MBAR-624 Type RE-INSPECT FEE $0 . 00 SEC .H IMPACT FEE t:n �n OTHER '' NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: f�` ) BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CAI-L-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. 7 LOCATION Street Address: 4� (? j1-1"-' � 'Vn� / ,/ OF Intersecting Streets: Between �LL�n-GW0�� /ed . And (_. - 6 ..// e (� BUILDING Sub-division_ ,A / L ll u fi�j/ 60,4 ay II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nam. of Mechanical -, Contractors Contractor (Print) /�'n//zj e/V9,4)ecf? Master /3OA3Dy 5lt/?' 6/i; Name of )) � _ / R..960/5/ee Property Owner 2k)i/%50k) 17105 /03e Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION , A' Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON C Electric THIS BUILDING OR SITE? cl ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTIONS/vu ❑ Oil PERMIT No 0 / ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO SE INSTALLED NATURE OF WORK (Provide complete list of components on back of th is form ) -!3''''''Residential or El Commercial Heat ❑ Space ❑ Recessed el/Central Central O Root New Building 40-.<1ir Conditioning: ❑ Room Central ❑ Existing Building (Clcf System: Material hex- Thickness_ i'/ ❑ Replacement of existing system _CO New installation(No system previously installed) Maximum capacity. t//P �� c.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Received) ❑ Tanks (number) Remarks ❑ LPG containers.. (number) ❑ Unfired pressure vessel Permit Approved by Date_ ❑ Boiler Permit Fee CI Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT . ob Capacity Approving I )' Number Unita Description Model Number Manufacturer (Tons) Agency 1 -e/Z , 1/Q/y-5// Ewa,(" 7/ ZL •x- // 114(31 DATING - FURNACES, BOILERS, FIREPLACES Capacity Approving 'lumber Units Description Model Number Manufacturer (BTU) Agency / /1/ ('l/ -54,. ems-51 X.i -ro f `7� . 4, , Y/ l'," / /7/5 C, C.63/9-(o •• TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: _ � "pd p ry I1 SUVA /"I/wiz yn D � OWNER OF PROPERTY: �c-Z SQ/l► OWIC S 2LP ¢ Pews' si��8BUILDING CONTRACTOR: w% SOV /OW'S PLUMBING CONTRACTOR c5t!cnTiAtIc z,ic_� AND ADDRESS: / /b /9,e t rrr CG1v04 /i1_vE, -- --L1RxL -_F/1 322 // TELEPHONE NUMBER: -7 2-7 -7O O c? STATE LICENSE NO: Ci:C0 Y 00 5 - TYPE OF BUILDING: �.,S zL TYytM( . 1 SINKS L SHOWERS 3 LAVATORY j WATER HEATERS BATH TUBS 1 DISHWASHERS URINALS / DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS / SHOWER PANS OTHER _- TOTAL FIXTURE COUNT: 15 x $3. 50 . $15. 00 = $ (07, C0 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 Psn-3844 6296 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERM I I [NFuHI juN - - LUCATION INFORMATION -- i t Numb 7 I 8 EL VA MAR NA DR VE rI; (11 , LAkIT IC BEAC H . F I.OR I D(., H. I rink+ uN f " ---- ----- LEGAL DESCRIPTION - - - - 4 Bioct,— t i Frunsh ubdi, SEVILt..A GAr çfrf1A1ION - --- APPLICATION FEES --- [NC PERMIT 44034P-'46.A:17.,:0 A( tT, f IMPE' .:.T -FEE ;iTt ci rt.10A-r f r E 041 • (AC 4:(jOR INFORMAT I(31-...1 pFpF: T 01,-.11‘,1E NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." NI° ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Ill NC)" ‘01 h• 5G WM°C ATLANTIC BEACH BUILDING DEPARTMENT CAti °t" By: ,)„,t/ CITY OF elikatic Beach-Ilivticia Office of Building Official /y� yn REQUEST FOR INSPECTION //�, /� Date /c �/ _! 2. Permit No. C.% 6 `� Time '1, -•-• / -3S / A.,. Received ‘74° Distric Job •,c1��. 4 lily �,k Owner's Name Contractor ais /L if BUILDING CONCRETE ELECTRICAL MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ •, se Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ s'llh Fire Place ❑ Pre Fab ' 'Y FOR INSPECTION A.M. Mon. DEC 0 �, • • Wed. Thurs. Friday P.M. Inspection Mad a iJ a • . n. i_ 1 Inspector ( Final Inspection❑ Certificate of Occupancy Date CITY OF Mani& Bec cii-ll vuc a Office of Building Official . REQUEST FOR INSPECTION Date / _3/ 9 2 Permit No. 6/69 Time. /o�e/ i P.M. District //arm/ W%,Qs ( / G E Job press I.� '�J ress ,yam Owner' C��cN i if 1 Name Contractor BUILDING C ELECTRICAL PLUMBING MECHANICAL Framing ❑ �� Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. . Tues. Wed. Thurs. Friday P.M. - Inspection Made f V1 Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF / f4,�`�ia.itlic Berc i-Divot ✓ Office of Building Official REQUEST FOR INSPECTION /Q� Date /� _ C � Permit No. /✓ 9 Time _ i Received 'i-P Distric�. ddr L% lily Owner's � Name Contractor■ BUILDING CC-1----peRE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Doting Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPE •N A.M. Mon. ues c W urs� Friday P.M. Inspection Maae (..-- Inspector /2 ( 1 2 Final Inspection❑ Certificate of Occupancy Date - ALe2W lg 98 C CITY OF C l 4IIcadic Beacit-Votida / Y r \v Office of Building Official REQUEST FOR INSPECTION 2 7 Date ,a '1 S Permit No. ( Time ' " " District N. Received / .M. - ,` 't Job Addr y Owner's % Name e - r.n rac -- BUILDING CONCRETE EL • -ICAL PLUMBING MECHANICAL Framing ❑ Footing CI -..e 'tiring• Rough ❑ & 0 Temp Pole Top Out ❑ Heating Re Roofing ❑ Slab ❑ Fire Place ❑ Lintel ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. yy Thurs.dp Friday P.M. Inspection Made Inspector �" Final Inspection Certificate of Occupancy Date DATE: 1 -/&- -- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 1 i/vim ,V< � �� ( CP) 390 7N46,0___c =LY, BUILDING INSPECTION DIVISION cc:FILE , .:. e-, / 8 9 & 6 D- D -7 CITY OF ATLANTIC BEACH, FLORIDA 3 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Cernber )4 19c: 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. • 1 / ELECTRICAL FIRM:(..014-0 elec., /ASTER ELECTRICIA ' GNAT E JOURNEYMAN, NAME- _ W L3,450 ADDRESS:�I��� �C7,,i'Vvb6jeA G L I tJEi _ .RFD BOX BLDG.SIZE BETWEEN: RES. ( x APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( ) OLD ( 1 REW. ( 1 ADDITION 1 ) TRAILER ( 1 TEMP.(, ) SIGNS ( ) SO. FT. FEE SERVICE: NEW( 1 INCREASE ( 1 6 REPAIR ( 1 �� /� CONDUCTOR SIZE �� `P AMPS 6 V COPPER ( ) ALUM. ( &) r 5 ' 0 SWITCH OR BREAKER 60 AMPS / PH 3 OLT 01131c RACEWAY , EXIST.SERV.SIZE AMPS PH _ W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL , RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS_, SWITCHES INCANDESCENT J - FLUORESCENT&M.V. ---- -FIXED ( 0.100 AMPS_ «!-_OVER_ 1 1 APPLIANCES 1 I BELL TRANSF. AIR H.P.RATING N.P. RATING CONDITIOP1ING COMP.MOTOR _ OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 4 _ 0.1 1 F OVER MOTORS H.P. VOLTAGE . PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN — _ _ FORWARDED O< 69 $ 17 TOTAL FEES i I &---, 6189 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION LOCATION INFORMATION --- -- Permit Number : 6189 Address: 1898 SELVA MARINA DRIVE Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW ---------- LEGAL DESCRIPTION - Constr. Type: WOOD FRAME Lot: 4 Block: Section : Proposed Use: SINGLE FAMILY Township: RNG: 0 Dwellings: 1 Code: 0 Subdivision : SEVILLA GARDENS Estimated Value: $130920. 00 lmprov. Cost : $0. 00 Total Fees: $2573. 63 Amount Paid : $2573. 63 r 2/92 ACM/Aq # 61/0914/5 NEW SINGLE FAMILY RESIDENCE PER PLANS /q .SF .43oo OWNER INFORMATION ---- APPLICATION FEES -- Wavle: WILSON HOMES, INC. PgRMIT $844. 50 AddresE : 40 $ TPESLA ROAD WATER IMPACT FEE $590. 00 JACKSONVILLL, FLORIDA 322 SEWER IMPACT FEE $1035. 00 t hone: (904 )'/ 25-017 8 WATER METER S85. 00 RADON GAS-H. R. S. $18. 17 CONTRACTOR INFORMATION RADON GAS - 57. $0. 96 Name: Wit ' ON HOMES, INC. WATER TAP $0. 00 Address: 40,' TRESCA ROAD SEWER TAP $0. 00 IA( KSONVILLE, FL 32225 HYDRAULIC SHARE $0. 0( License: L6C012931 Type: U RE-INSPECT FEE $0. 00 SEC. H IMPACT FEE $0. 00 OTHER NOTES: PAID UtU 17 1992 utiY OF rTI , 'TIC BCH NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ANTIC BEACH BUILDING DEPARTMENT . .. ,- . .• .1 • t . I ., A • F p fl Ds%f PiEpdg" INFORtiATION Typo o4 Owvelopaeant a Flood Zouaes,m,_,&_- Required Lowest t Floor Elevation* a I i I1' building is located within s;3 Slood hazard cone, a survey' auat . be made AFTER THE BLAB HAS mu RED, certifying that the 1 LOWEST FLOOR ELEVATiOH is equal.to or elevatiors established for that sone, ObOY• the baste flood Pdsa fin®$ inspection will be Wade and no certificate of occupancy will be issued until the survey ie c tile with the Building Department. ;. ti . COHNEUTS s r • Applicant Acknowledgements X understand that the issuance of this permit im contingent upon the . above information being correct and that the plane end supporting data have been or shall be provided se required.' a agree to comply with all applicable pr®vision® of Ordinsnoae No. 28-7-11 and all other lava or ordinances affecting the proposed development. Oat . _ Apbantew Qignalure ✓_ � � .. ______-_.. .. I li ' • • • f 1 Department Uwe 1 Required Lowest Floor dl *Atop ______ As Built Lowest Floor El atlas Survey Filed with Build/ g Department • • Building Department Nvpresetntotive i 1 P h t I f page 3 . • . l)0.4.:i: L. R.R.CRABTREE QJ+' . MY COMMISSION ii CC 096232 EXPIRES:April 4,1995 [Space Above This Line for Recordin. 'a . PERMIT NO. TAX FOLIO NO. 169462-0125 NOTICE OF COMMENCEMENT State of Florida County of Duval THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY (Street address, if available) Lot 4, Selva Marina Drive, Atlantic Beach, Florida LEGAL DESCRIPTION OF PROPERTY Lot 4, SEVILLA GARDENS, UNIT ONE, accoding to plat thereof as recorded in Plat Book 45, pages 6 and 6A, of the current public records of Duval County, Florida. 2. GENERAL DESCRIPTION OF IMPROVEMENT Construction of a single family dwelling located at Lot 4, Sevilla Gardens, Unit One 3(a). NAME/ADDRESS OF OWNER 3(b). OWNERS INTEREST IN PROPERTY Wilson Homes, Inc. 403 Tresca Road Fee Simple Jacksonville, Florida 32225 3(c) NAME/ADDRESS OF FEE SIMPLE TITLEHOLDER(II other than owner) 4. NAME/ADDRESS OF CONTRACTOR Wilson Homes, Inc. 403 Tresca Road Jacksonville, Florida 32225 • • SN : 3825 WILSON HOMES PLAN 2300 SQ. FT. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program •-- Residential Point System Method Version 1 . 0 January, 1992 Department Of Community Affairs Printout generated by EPI92 and submitted in lieu of Form 900--A--91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1 , 1992 PROJECT NAME: LOT 4 SEVILLA GARDENS PERMITTING OFFICE: AND ADDRESS: SetJR 13'1RkiN x2 . CLIMATE ZONE: 1 2 3 BUILDER: �, D r PERMIT NO. : OWNER: JURISDICTION NO. : -------------- COMPONENT: DIMENSION : VALUE: RATING: VALUE: OFFICIAL CHECKLIST STRUCTURE TYPE: Single--Family PREDOMINANT EVE OVERHANG Length : 1 . 50 PORCH OVERHANG Length: 7 . 00 WINDOWS Double Clear Total Area 474 . 00 All Vertical Glass Total Area 474 . 00 All Skylight Glass Total Area . 00 WALLS Ext Wood Frame Area : 1532 . 00 R---Val : 11 . 00 Adj Wood Frame Area : 248 . 00 R--Val : 11 . 00 DOORS Ext Wood Area : 21 . 00 ---__ -~- _____ _ Adj Wood Area : 19 . 00 CEILINGS FLAT Under Attic Area : 2197 . 00 R-•-Val : 30 . 00 - - ________ FLAT Under Attic Area : 237 . 00 R'--Val : 19 . 00 FLOORS Slab-on-Grade Perimeter : 228 . 00 R--Val : . 00 Rsd Wood Adjacent Area : 190 . 00 R--Val : 19 . 00 ________ --- DUCT'S Unconditioned Space Length ALL R--Val : 6 . 00 COOLING Central A/C SEER: 11 . 35 HEATING Heat Pump HSPF: 8 . 05 HOT WATER Electric EF: . 93 Bedrooms : 3 . 00 INFILTRATION Conditioned Floor Area : 2300 . 00 Pract : 2 AS BUILT POINTS / BASE POINTS * 100 - EPI 36 , 921 .41 37 , 372 . 17 98 . 79 GLASS TO FLOOR AREA RATIO -• . 2061 I Hereby certify that the plans and Review of the plans and specifications spec ii`•irat ions covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . I Code . Before construction its completed AID �-nn this building will be inspected for PREPARED BY : ._I.N�.___ compliance 'in accordance with Section DATE: .__._._._.____..-___._._._.__._____"""_���+______...._____--. `.i5 3 . 908 F.S. I hereby certify that this building its in compliance with the Florida Energy Code . OWNER/AGENT : ,,,!.27.1 ��__ '�. .__.._____. . BUILDING OFFICIAL: ____________________ DA'i"E _ .....___l!. _c_c ...121-2 .________________ DA'Z'E : ** PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) ** COMPONENTS SECTION REQUIREMENTS----------------------------------- WINDOWS 904 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack . EXTERIOR & 904 . 1 Maximum of 0 . 5 CFM per sq . ft . of door area . Includes ADJACENT DOORS sliding glass doors , solid core, wood panel , insulated , or glass doors only. +^ EXTERIOR JOINTS 904 . 1 To be caulked , gasketed , weather stripped-or other- & CRACKS wise sealed . WATER HEATERS 904 . 2 Must bear label indicating compliance w/ASHRAE stand_.. and 90 or comply with efficiency and standby loss re- quirements . Switch or clearly marked circuit breaker (electric) , or cut--off (gas) must be provided . An external or built in heat trap must be provided . SWIMMING POOLS 904 . 3 Spas and heated pools must have covers (except solar & SPAS heated) . Non--commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 78 HOT WATER 904 .4 Insulation is required only for recirculating systems PIPES In such cases , piping heat: loss shall be limited to 17 . 5 BTU/H/Linear Ft . of pipe. SHOWER HEADS 904 . 5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC DUCT 903 . 2 Constructed in accordance with industry standards & CONSTRUCTION 904 . 6 local mechanical codes . Ducts in unconditioned space must be insulated to minimum R--4 . 2 & joints must be sealed . HVAC CONTROLS 904 . 7 Separate readily accessible manual or automatic thermostat for each system. INSULATION 904 . 9 Ceilings minimum R-19 . Common Walls - - FrameR--11 'or CBS R-3 . Frame Common Ceilings & Floors R-11 . ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ----------------- COMPONENTS REQUIREMENTS PRACTICE #2 Comply with Practice #1 and the following .Exterior Walls & Floors Top plate penetrations sealed . Infiltration barrier installed . Sole plate/floor joint caulked or sealed . Exterior Walls & Penetrations , joints and cracks on interior surface Ceilings caulked , sealed , and gasketed . Ductwork Ductwork in unconditioned space must be sealed . Fireplaces Equipped with outside combustion air , doors , and flue dampers . Exhaust Fans Equipped with dampers . Combustion devices see 903 . 2 (f) . Combustion Appliances Provided with outside combustion air . ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* ' --•- BASE ____ --- AS-BUILT -.__. GLASS I ORIEN AREA x BSPM == POINTS I TYPE SC ORIEN AREA x SPM x SOF =- POINTS N 140 . 00 38 . 3 5362 . 0 DBL CLR N 55 . 0 38 . 3 . 94 1969 . 6 DBL CLR N 21 . 0 38 . 3 . 91 728 . 3 DBL CLR N 34 . 0 38 . 3 . 69 898 . 5 DBL CLR N 30 . 0 38 . 3 . 60 692 . 6 E 117. 00 79 . 7 9324 . 9 DBL CLR E 45 . 0 79 . 7 . 84 3012 . 7 OBL CLR E 36 . 0 79 . 7 . 79 2258 . 8 DBL CLR E 36 . 0 79 . 7 . 72 2055 .4 S 79 . 00 66 . 2 5229 . 8 DBL CLR S 15 . 0 66 . 2 . 74 734 . 8 DBL CLR S 15 . 0 66 . 2 . 83 824 . 2 DBL CLR S 37 . 0 66 . 2 . 88 2167 . 7 DBL CLR S 12 . 0 66 . 2 .45 361 . 1 W 90 . 00 79 . 7 7173 . 0 DBL CLR W 12 . 0 79 . 7 . 95 910 .4 DBL CLR W 12 . 0 79 . 7 . 72 685 . 1 DBL CLR W 15 . 0 79 . 7 . 84 1004 . 2 DBL CLR W 36 . 0 79 . 7 . 87 2505 . 8 DBL CLR W 15 . 0 79 . 7 . 84 1004 . 2 NW 48 . 00 57 . 7 2769 . 6 DBL CLR NW 24 . 0 57 . 7 . 63 876 . 7 DBL CLR NW 15 . 0 57 . 7 . 84 72.7 . 0 DBL CLR NW 9 . 0 57 . 7 . 94 489. 3 . 15 x COND. FLOOR / TOTAL GLASS = ADJ . x GLASS =-_ ADJ GLASS I _-� GLASS AREA AREA FACTOR POINTS POINTS I POINTS . 15 2 , 300 . 00 ___•_._.__ 474 . 00 . 728 29 , 859 . 30 21 , 733 . 04 ( 23 906 . 60 - NON GLASS--_--____-_-___-__ I AREA x BSPM =w POINTS I TYPE R-VALUE AREA x SPM ti POINTS Ext 1532 . 0 . 9 1378 . 8 Ext Wood Frame 11 . 0 1532 . 0 1 . 70 2604 .4 Adj 248 . 0 . 7 173 . 6 Adj Wood Frame 11 . 0 248 . 0 . 70 173 . 6 Ext 21 . 0 6 . 1 128 . 1 Ext Wood 21 . 0 6 . 10 128 . 1 Adj 19 . 0 2 .4 45 . 6 Adj Wood 19 . 0 2 .40 45 . 6 CEILINGS----------_------. UA 2104 . 0 . 6 1262 . 4 Under Attic 30 . 0 2197 . 0 . 60 1318 . 2 Under Attic 19 . 0 237 . 0 1 . 10 260 . 7 FLOORS Sib 228 . 0 --37 . 0 --8436 . 0 Slab-on-Grade . 0 228 . 0 --41 . 20 .-9393 . 6 Rsd 190 . 0 -4 . 0 -758 . 1 Rsd Wood Adjacent 19 . 0 190 . 0 .40 76 . 0 INFILTRATION--------- 2300 . 0 8 . 0 18400. 0 Practice 42 2300 . 0 8 . 00 18400 . 0 TO.1'AL. SUMMER POINTS 33 , 927 .43 i 37, 519 . 60 TOTAL x SYSTEM - COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS 33 , 927 .43 . 37 12 , 553 . 15 1 37 , 519 . 60 1 . 00 1 . 070 . 303 1 . 000 12 , 164 . 23 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* ' === .BASE ---- I __ _ AS-BUILT LT --- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS N 140 . 00 7 . 3 1022 . 0 DBL CLR N 55 . 0 7 . 3 1 . 10 440 . 3 DBL CLR N 21 . 0 7 . 3 1 . 14 174 . 3 DBL CLR N 34 . 0 7 . 3 1 .48 367 . 3 DBL CLR N 30 . 0 7 . 3 1 . 62 355 .4 E 117. 00 -9 . 2 -1076 .4 DBL. CLR E 45 . 0 -9 . 2 . 57 -234 . 6 DBL CLR E 36 . 0 -9 . 2 .43 -141 . 5 DBL CLR E 36 . 0 -9 . 2 . 24 -78 . 3 S 79 . 00 -28 .4 -2243 . 6 DBL CLR S 15 . 0 -28 .4 . 84 -357 . 8 DBL CLR S 15 . 0 -28 .4 . 92 -390 . 5 DBL CLR S 37 . 0 -28 .4 . 95 -998 . 3 DBL CLR S 12 . 0 -28 . 4 . 28 -95 . 7 W 90 . 00 -9 . 2 -828 . 0 DBL CLR W 12 . 0 -9 . 2 . 86 •-94 . 5 DBL CLR W 12 . 0 -9 . 2 . 24 -26 . 1 DBL CLR W 15 . 0 -9 . 2 . 57 -78 . 2 DBL CLR W 36 . 0 -9 . 2 . 65 -216 . 4 DBL CLR W 15 . 0 -9 . 2 . 57 -78 . 2 NW 48. 00 4 . 6 220 . 8 DBL. CLR NW 24 . 0 4 . 6 1 . 86 205 . 7 DBL CLR NW 15 . 0 4 . 6 1 . 39 95 . 7 DBL CLR NW 9 . 0 4 . 6 1 . 14 47 . 4 . 15 x COND. FLOOR / TOTAL GLASS = ADJ . x GLASS -- ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS I POINTS . 15 2 , 300 . 00 474 . 00 . 728 -2 , 905 . 20 -2 , 114 . 54 -1 , 104 . 02 NON GLASS----_-__---_--_. I AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS -._._.______.____.__._---__--_ Ext 1532 . 0 2 . 2 3370 .4 Ext Wood Frame 11 . 0 1532 . 0 3 . 70 5668 .4 Adj 248 . 0 3 . 6 892 . 8 Adj Wood Frame 11 . 0 248 . 0 3 . 60 892 . 8 DOORS Ext 21 . 0 12 . 3 258 . 3 Ext Wood 21 . 0 12 . 30 258 . 3 Adj 19 . 0 11 . 5 218 . 5 Adj Wood 19 . 0 11 . 50 218 . 5 CEILINGS ---- - UA 2104 . 0 1 . 2 2524 . 8 Under Attic 30 . 0 2197 . 0 1 . 20 2636 .4 Under Attic 19 . 0 237 . 0 2 . 00 474 .0 Sib 228 . 0 8 . 9 2029 . 2 Slab--on-Grade . 0 228 . 0 18 . 80 4286 .4 Rsd 190 . 0 1 . 0 182 .4 Rsd Wood Adjacent 19 . 0 190 . 0 2 . 20 418 . 0 INFILTRATION- 2300 . 0 7 .4 17020 . 0 Practice 42 2300 . 0 7 .40 17020 . 0 TOTAL WINTER POINTS 24 , 381 . 86 I 30 , 768 . 78 TOTAL x SYSTEM •- HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS 24 , 381 . 86 . 55 13 ,410 . 02 1 30 , 768 . 78 1 . 00 1 . 070 .424 1 . 000 13 , 959 . 18 ******************************************************************************* WATER HEATING ******************************************************************************* --_. BASE === I .__= AS-BUILT .--_- NUM OF x MULT - TOTAL I TANK VOLUME EF TANK xTMULT x CREDIT--=-TOTAL BEDRMS I RATIO MULT 3 3803 . 0 11 ,409 . 00 I 50 . 93 1 . 000 3599 . 3 1 . 00 10 , 798 . 00 ******************************************************************************* SUMMARY ******************************************************************************* --- BASE === 1 === AS-BUILT --_ COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL-: POINTS -+- POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS 12553 . 2 13410 . 0 11409 . 0 37 , 372 . 17 I 12164 . 2 13959 . 2 10798 . 0 36 , 921 .41 ***************** * EPI = 98 . 79 * *****************