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1721 Sea Oats Dr (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING f UNDER SLAB PLUMBING ---�� -7-2v -yT` SLAB 7- 7- 57)� FRAMING J -0- y COVER-UP_ __A) INSULATION /Lo FINAL BUILDING CERTIFICATE OF OCCUPANCY/Z-2 Z -? j r- ELECTRICAL PERMIT INSPECTIONS ROUGH f -/0 .91- .AVzc jA to ice---C FINAL /Z -2-2 MECHANICAL PERMIT # PLUMBING PERMIT NOTES: r �G �, �JJ II�vJ 6 � ,y r ro arty Uli`e rR-,EVDENC�[ FO� no MF 0000y ArG hotscG 5ndex ®l Drswmgs: SHEET 1 FOUNDATION PLAN SHEET 2 FLOOR PLAN SHEET 3 FRAMING PLAN 2" 2" THICK 10 5"xi' CD FIF] EE in \ 4 x1 -ir-16"x1270" 5"x1" -44 45° 0 TYPICAL WINDOW � J lyQ 3 w I p C S 2" THICK 4"xl" 2" THICK (AT FRONT ONLY) TYP CORNER TRIM Eli R 7 1/2" 4"x1" 8"x 2" p / R 3'-10" ARCH p AT FRONT ENTRANCE�pCE 8x8 P.R. WOOD � o ARCH 5/4 x 5/4 LALTERNATE PORCH RAIL - FIBERGLASS SHINGLES ON 30 LB FELT & 1/2" PLYWOOD METAL EAVE DRIP all BRICK SILL DOOR 2" THICK 4" CONC, SLAB 1 6x6x10/10 WWF g" 2-#5 �a w L GARAGE �'1��1 KEN SLAB i i i i i i 5/8" Ox 6" DRILLED IN ANCHOR 4' O.C. (500 LBS UPLIFT). ADD ADDITION ANCHORS IF UPLIFT HURRICANE ANCHOR TOP & BOTTOM EXCEEDS 500 LBS. SEE WOOD TRUSS UPLIFT SCHEDULE. 4" CONC. SLAB EACH STUD AS SHOWN ON WOOD TRUSS UPLIFT SCHEDULE. 4" CONC. SLAB ' o I 6x6X10/10 WWF 6x6x10/10 WWF 1'-4" 2-#5 1'-4" 2-#5 MEMBRANE WATERPROOFING THUC EN SLAB GARAGE Tree THOCKE N SLAB ROOF VENT O FIBERGLASS SHINGLES ON 30 LB. FELT Sc 1/2° PLYWOOD O STUCCO DESIGN CRITERIA: All design per "Standard Building Code' and "Standard For Hurricane Resistant Residential Construction SSTD 10-93", unless otherwise noted. 1. LIVE LOADS: Sloped Roof 30 PSF 2. WIND LOADS (1991 Edition—Standard)— 110 MPH 3. ALLOWABLE UNIT STRESSES: Concrete (Design per current Edition A.C.I.) f All Concrete 'c=3000 PSI Structural Steel (Design per current Edition A.I.S.C.). All Steel shall be ASTM A36 unless otherwise noted. Timber (Design per current Edition National Design Specification for Stress—Grade Lumber and its Fastenings.) Fb=1250 PSI Glued Laminated Beam Fb=2400 PSI GENERAL STRUCTURAL NOTES: 1. Unless otherwise shown on the drawings minimum coverage for concrete shall be as follows: Slabs on Grade-------------- ------CENTERED METAL FLASHING 2. All reinforcing shall be held securely in position with standard _ accessories during placing of concrete. 3. Splices in reinforcing, where permitted, shall be as follows: Welded Wire Fabric------------------6 4. All others----------------------- 40 BAR DIA. 5. All structural openings around or affected by mechanical electrical and plumbing equipment shall be verified with equipment purchased before proceeding with structural work affected. GLASS BLOCK 6. All floor and roof trussses shall be designed and fabricated in accordance with latest edition "Standard Building Code". Submit structural calculations and truss layout to architect for approval prior to start of fabrication. FINISH FLOOR —1 _ FINISH GRADE 14-JI > - i _ 4- (\,r, � i_ � ' 1 / \ \i x\- UP M b 3 J property Une A1,,pR0VED l� DAN\J O V V 1! CITY OF FTLANTIC BEACH l "LDING OFFICE JUS 2 2198 Cf da lal By �. m13 1995 wilding and Zoning SHEET 4 ELECTRICAL PLAN SHEET 5 ELEVATIONS Residence for Dan Crowe oy PROPOSED FRONT ELEVATION H E E T 6 SECTIONS BILLY M. ARZIE, ARCHITECT AR 0006448 Atlantic Beach, FL 32233 (904) 249-4526 ACAD FILE NAME: DAN\ELEVAT w O w DATE: 5-1-95 IFILE N0. am J 60' 17'-4" 30' 3'-4" 2'-8" 6' 5'-4" EXTEND SLAB 9' HIGH WALL 2" BEYOND — — #5 5'-4" O.C. CONC. BLOCK - — — — — — — — — — — — — — — — - ---- ------ ---- -- W L�L LL I II II I I I II "II I of I II .,; II II I oII II 4 II I o 4' STEP ( P) I k, 111 'x4 11 I I• I I II .�11 II I I THICKEN SLAB W/2-#5 20"x10" CONC. FTG I 11 11 WITH 2-#5 I. / LOAD BEARING WOOD FRAME WALL I 11 h 11 I I � I 'I� li1Fil 11 I - - " — J I 11 ^'i 11 II I 'r I I I 11 ��R 11 I I i1 't 1I I• I �� CONDUIT I ^5 1 I I 3 0 0-'IN FLOOR 11 11 I j I M 4- 4" CONC. SLAB W/6x6x10/10 WWF _ 1 I I I 9 .1 =,n ON MEMBRANE WATERPROOFINGLno I I II a lEl 1 'j I 11 1' 6' I I II r I 14 —� 11t lol - El- SLOPE 2" 4" STEP (TYP) I 10' HIGH WALL #5 4' O.C. o - — — — — — — — — — El THICKEN SLAB W/2-#5 -I EXTEND SLAB ¢o l BEYOND 11' HIGH CONC. BLOCK WALL = n El rn� El I ❑ 5'-4" L- -❑- -- - - O- - 0 -O I N 9' HIGH WALL #5 5'-4" O.C. 8' 2'-6" 8' 2'-6" 6'-8" 20' 60' Residence for Dan Crowley F °HOHQ(�pLA°,�I(1�QS^r((��O�i LOCAMH(0� H On rF�VIER7 CAL REBM&& FOUNDATION PLAN U—O�11 N DAMOII�I PLAN V BILLY M. ARZIE, ARCHITECT AR 0006448 Atlantic Beach, FL 32233 16 4 9 2 1 i0 6 0 (904) 249-4526 ACAD FILE NAME: DAN\FOUND w w sI DATE: 5-1-95 FILE N0. ti Il 60' 17'-4" 16'-10" 13'-2" 3'-4" 2'-8" 6S'-4" 5'-6" 6'-10" I 1O 2-2 x4'6 2'10x5'6 2'10x5'6 d io x PORCH LOAD BEARNING WALL BEDROOM 2'x6' e FAlOs IILY F8®®It'1611 26 N Co Co Ncv BREAKFAST 16 8'0x6'8 SGD ' 1'-1c 5'-2" x I I 28 ®AT0-V O I O DWI 30 C.O. "�I O 30 26 - N - I ° " I �c �p� � KOTCHEN N 000 o C) 4I-4' '+ ' V[ING ROOM 50 BEDROOM � N O I I � � I I 16 I � 28 WH (V 20 28 1 N I � 0 2'-10'j 8' 6' W D Dilff' Alla I 2-2'8x6'6 ® Zr) O]XI 1XI I �p � I O � GARAGE I I I I I I I 00 6' 6' 4' 6' m N 2' 18'-4" 2-1'8x4' ® I e' 2'-6" 6'-8° 10' I 10' RssWence for Dan Crow�sy 20' FIRST FLOOR PLAN 60' n BILLY M. ARZIE, ARCHITECT AR 0006448 FLOOR PLAN Atlantic 249-452632233 49-45262233 LL HEIGHTS. is 4 9 x 1 io s o ACAD FILE NAME: DANA FLOOR W W DATE: 5-1-95TFILE N0. y SHEARWALL (DE — —-- — — —— — —I— —— — —— ————— — — — —— —— 0a-- — —— — — —— — —(9) 0 El I I El a =EI 850 PSF MIN. LOAD BEARING WALL—+ < 3: < < w U) El t SEll El rF 7\ IS E El 4*SHEARLL o El Ell I 3-2X12 El/ 00 F9 \J-- — —— — —— — — —— bi cn ROOF SHEATHING SHALL BE IN ACCORDANCE 60 1993 SBCCI STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION El SECTION 207.3 ROOF SHEATHING AND FIGURE 2078 ROOF SHEATHING NAILING ZONES. COPY OF SECTION 207.3 AND FIGURE 2078 IS ATTACHED AND IS PART OF THESE El Ell Im CONTRACT DOCUMENTS. L — - -- — — — ——— - FRAWNG PLAN 15 4 3 2 1 to 5 0 LEGEND: Residence loir Dan Crowley 8"x8" PRECAST CONC. LINTEL W/#5 T&B AND CONC. FILL FRAMING PLAN BILLY M. ARZIE, ARCHITECT AR 0006448 8"x8" PRECAST CONIC. LINTEL W/#5 T&B & CONC. FILL Atlanilc Beach, FL 32233 AND TxIB" CONC. LINTEL BLOCK W/#5 T&B W/CONC. FILL. (904) 24.9-4526 � SEE DETAIL "B" SHEET NO. 6 ACAD FILE NAME: DAN\FRAME [DATE: 5-1-95 IFILE NO. ' Y MASONRY-CHAPTER 2 i 207 ROOF SYSTEMS 207.1 RAFTER-JOIST FRAMING SYSTEMS. 207.1.1 Rafters shall be Group II species lumber and shall be sized in accordance with NFoPA's Span Tables for Joists and Rafters using accepted dead and live load conditions. Spacing shall be 24' o.c. maximum. 207.1.2 Substitutions: Where a specific species and grade is given in tables in this Standard, a species and grade with equivalent or greater design values shall be permitted. Design values contained in Design Values for Wood Construction, a supplement to the National Design Specification for Wood Construction, shall be used to determine equivalency of substituted material. 207.1.3 Ridge Board: A ridge board is required for rafters. The ridge board shall be 2-inch nominal and not less than the cut depth of the rafter. The rafters shall be placed directly opposite each other. 207.1.4 Collar Beams: A 1 x6 collar beam shall be nailed in the upper third of the roof to every third pair of rafters. Notches and holes shall be in accordance with Section 1708.1.8, Standard Building Code. 207.2 TRUSS FRAMING SYSTEMS. 207.2.1 Trusses shall be designed in accordance with the TPI Design Specification for Metal Plate Connected Wood Trusses. 207.2.2 Parallel chord roof treses shall be in accordance with TPI Design Specifications for Metal Plate Connected Parallel Chord Wood trusses. 207.2.3 Truss design submittals shall indicate design wind speed, height above ground, and amount of uplift at bearings. 207.2.4 Truss Spacing: Metal plate connected wood trusses shall be spaced no more than 24 inches on center and designed for live loads and wind loads for an enclosed building based on Section 1205 of the Standard Building Code. 207.2.5 Girder trusses shall be designed to function also as drag struts. Truss design submittals and erection instructions shall show both uplift and lateral connection load requirements at ends of girder truss. 207.2.6 Top chords of trusses shall be of Group II species lumber. 207.2.7 Hipped Roofs: Where trusses are used to form a hipped roof, a step-down hip system shall be used. See Figure 207K. 207.3 ROOF SHEATHING. 207.3.1 Roof sheathing shall be 15/32-inch Exposure 1 C-D sheathing grade plywood (wood structural panels), 1/2-inch 2-M-W or 2-M-3 particleboard, or better. The sheathing shall be installed in accordance with Figure 207A. Long dimension shall be perpendicular to framing and end joints shall be staggered. 207.3.2 Sheathing shall be fastened to roof framing with 8d common or 8d hot dipped galvanized box nails,at 6 inches o.c. at edges and 6 inches o.c. at intermediate framing except as follows. See Figure 207B for nailing zones. EXCEPTIONS: 1. Use 8d ring-shank nails for all fastening in nailing zone 3 in 110 mph wind speeds and where Group III species framing lumber is used in 100 mph wind speeds. 2. Space fasteners 4' o.c. minimum at gable endwall or gable truss. 3. Fastener spacing at intermediate supports in nailing zone 1 may be 12' o.c. in 90 mph wind speeds and where Group II species framing lumber is used in 100 mph wind zones. 4. Where stronger roof diaphragms are required. See 207.5. 48 1993 SBCCI Standard for Hurricane Resistant Residential Construction® °4 . NEW MASONRY+CHAPTER 2 207.4 BRACING, 207.4.1 When a gable endwall extends from,the floor to the roof sheathing and is not supported by a ceiling diaphK#q'm, endwall roof bracing shall be provided perpendicular to the rafters or trusses in the first two rafter or tams'spaces at each end and shall be spaced at 4 ft maximum on center, as shown in Figure 207A. Bracing members shall be full depth of rafters or truss top chords. RAFTER / TRUSS SHEATHING i Zo s� m BUILDING LENGTH BLOCKING * 48"o.c. MAX. IN FIRST 2 FRAMING SPACES AT EACH END FIGURE 207A ROOF SHEATHING LAYOUT AND ENDWALL BRACING ROOF EDGE ----------------------------- 2Q O � (p O ip ------------------------------------- ,—RIDGE RIDGE UO I �----------------- 2 ROOF O I I 4 O j O EDGE L------------- -------------- I p O O O ROOF PLAN FIGURE 2078 ROOF SHEATHING NAILING ZONES 1993 SBCCI Standard for Hurricane Resistant Residential Construction© 49 wll_L.IAM T. MATHIS � ASSOC. --'- roe ��•��iz ""`'-+�= "- §11rPr w0. �; r. U. .BOX 914 --- aa. rON rE VEDAA REACH, FLORIDA 32002 CALDULAthu 5Y_ ONkOK6DflY bATh: BQALO f7 _ _.... „.,..... , .. .la,? .. ... ........... . _ i..q. . . _,.. » » ...„............,._....._..._..... ...............:.. _.._.«„. ...._._. ........ ...... ..... _ _ . __. .... » �:.. ,.._.... _ „:. .„ ........ .... _........... „ _....... .. ............. LT- ........... ., .. . ...- _.._._ ._ LL „._..„ ... ./ �•� _. ........ . . . ..... .. .M............. ... ...,. .. Y h »«. • _. ._.. ....�.l... _.„. ....._...„ ......»..... .......... _K r_ t '7.• ............. ..... , .1. .... .. Z 1 _„ _ ............_.l. _ 4. r................... _�,•• !. t .M ..„,.. IL __g �_LIAM T. MATHIS & ASSOC. P.A. ' � r. U• 8OX 91n 61irrr ria. PONTE AbIlA REACH, FLORIDA 32boi oAI oU�ArMb Hv_V1/L�tT�' bAti. oNkoked w bl►rP ioALa .... ..... I. �f I r .................. ... »....,_._.»..»,.__........_..,...... ............. ........... 7 .. ........,.. ... .........., .._.. .... a ......._..... _ ._.... ....n ..». _ ,... ..... .............,...._....n.....«. .... ,... ..... ...a _. ... .. X , _ ............_......,.,. ... ..... .... ...... -1-1- ........................._......,...... ........ ... s ...... :c . I , ........ . .... ....... .w. tK' 11L, .s...._.........., .. .«. , t .............».».._.... ..._._...,.._ ................ 1� ,.ww.. _r.n.............». ... t _ ............... ........ »,. ........................... , .....1.«,....+..•.... .....»...... ....,......»............ ._:..,•. ............ ................,.....».._........ I ,, _.._.......wn,._.._.,..«. _»..»..._........ ........... ..,. j .»_»_.....»..,_..... .......... -1 a ..,...... .............. ^w„.,..,,...,.. ......................... .................._..............„.. .w........._.,_...,,,_.... .., I I r. --.: ...................... ,...w....._..».,_ I _ I .....» ......_. ... ..... .:..._.... ....1,..... tdui ILLIAM T. M ATHIS & ASSOC °. bFl@07 NU ._.......... 1:11, 0. BOX 914 . I � antQui.nrraf n'r.VVN)._i.LJ=_ ��TDATE _,('ON'I'E VEURK BEACH, FLORIDA 32082 DATE .� ._ «+rr...,.,,.,..r.„.-.„ •,.,rM .�..�,..»,.a.«.» .,„..»�. I .. ,.... .. ........••......_... ,. ...... .. ...._ ,".,..............„ ... ...... . .�„ .... _ _._. ,..., :_..,_„-..... »._,... ..._...... ............. .... ...... . _. .. ....:.. ...... ... .. .... ... .. .. .... ... . TABLE 1206.1 VELOCITY PRESSUIIE q.IN POUNDS PER SQUARE FOur •- •»- -.-._.••_.... : Pastest MITA wind Velocity;In Mlles por hour (from figure 1208.1 .. `.. _ ..-..._:,.-.., .-..- 70 80 90 100 110 120 130 _.. ..."_..__ . :,„„ •• 0 �» 16 1,0.3 13.4 1"7.0 ' 21.0 25.4 30.2 35.5 18 10.5 13.7 17.3 21.4 25.0 30.8 36,2 :..._._.„ _............. .„,. c 17 10.7 13.9 ,17.6 21.8 26.3 31,3 36.8 18 10.8 14.2 17.9 22.1 2¢.8 31.9 37.4 ., 19 11.0 14.4 18.2 22.5 27.2 32.4 38.0 w v► 20 11,2 14.8 18.5, 22.8 27.6 32.8 38,5 2� 11.6 15.0. 19.0 23.4 ( 2828.3 33.7 39.6 -_•"-,- -•- 24 11.8 15.4 19,5 24.0 79-1 34.6 40.6 26 12.0 15.7 19.9 24.6 29.7 35.4 41.5 28 12.3 181 203 25.1 30.4 36.1 42.4 - - 30 12.6 16.4 20.7 25.6 31.0 36.9 43.3 - 36 13.1 17.1 21.7 26.8 32.4 38.6 46.2 - - �- 40 13.6 17.8 22.5 27.8 33,6 40.0 47.0 _..I "'""" ' •'- 46 14.1 118.4 23.3 28.7 34.8 41.4 ,48.6 60 14.6 16.0 24.0 29.6 35.8 423 50.1 66 14.9 19.5 24.7 30.4 36.8. 43.8 51.4 60 16.3 20.0 26.3 31.2 37.9 44.9 52.7 „ - q psf-0.00256 V'(H/30)'/' , V- Fastest mile wind velocity In miles per hour deWmined rroin Figure 1206.1 +H - Mead height of the roof or 15 feet whichever is greater, The cave height may " be substituted for the mean roof height H if the Inrlination of the roof is not more than 10°. A single value of q ie)teed for the entire building. 1 .... .... .. ....... ..... ._ ....___._....."...__..... -.. _._. ._._ ............. i :............... .. joq�=;t 5!UE'N�:.�. �t�fes. P"IfiA Ati�•, AM T. MATHIS & ASSOC. P.A. Lc- BOX 914 .,--G-----_ OM ONrE ��%DRA BEACH, FLORIDA' '32002 CALOULA1pgBY._J'1_��I� I a OATEiAy— CHROK00 by _ bp7M_ .....__ .. �............. ..:. _ _.... ................._.._............,_...........��.._........._ ....._....... ............i......:............................_.._. v t 5 c4 2� w.G ' 'ZANY •rim , ""Swiss IFQPFOOA T ant. ,.��•,'�:' .,; . ;�. H ,._.,�, - .tom . #IRICAN , after 41 J • 'PLi 't+Pendintl '� c:, 'I _1� ►`;` lot Truwoi and.Mblleb' , �.•,; ,� ,1 I ,` designed to arovlde wind and Aels'mlo Iles flit trusses' and Witte • '`• ;•: I�� , ,�, This versatile line Is also used for general Ile purposes, otrongbaol att'dohments, and as all-purpose tie where one member oroises an r other. H9 flea are pooked with equal quantity of tights and lefts.Table 41, MOOtL MAT. rpeWAR SOUND LK LO.B4O,LOAD No. oALY, To halter To Plates 70 studs Noor VPUri 4.8d 520 H2 logo. 0• 6-8d 810 1-12.6 18 ga. 6.8d. 4 to •8d 4 l0 8 8th - +.a 16 e. 4-8d 4 ed 87Q '5 ., <'y',. �y; 113 g _ 0• 805 7 :("U•`"•�r .4 fet`�-, H1 Hit APPnom—see neeearo e0ommsndallon No iRfi of th 1+T. . International Oonlerenae o ulldin0 011lo ale (Unllorm Buildlnd CBdi.j '1II has the some lateral value Me the given uplift vallis.' ............ ..................._................... .......................... .... ..... .. ..................._................................................... .......... ..........,.,...................._.. ......................................_._.._. ....................._...._.......... 'I'H IS DE I N O .PL F. W TI IN CO S AL C 1�S R CT O R Q IR NT OF....I F..... I, .T ..O ....g .O I'D ... OR ..1. p.._... W N A 8.....1...................... ..._._.. ........... ......._.............. ......... _.:...._._..L......._.... ....................... ......... 1 SS,..... 1. .... ........ • 04 57 t-....L,. _. ... i Joe._LL /.LIAMT. MATHIS & ASSOC. P.A. 81`1116T NO. _.._-._.�-�_ IIL�tO� 0. 80X 944 _I_�1r1 oALOULATBD OVL TI � M 'n l✓DATE TE VEDRt BEACH, rLORIDA 32082 OttBCKao ay.._ .__ r.....__..._.____ -__- onre :.tea h,, ",ra, :r t eOAI-R �..,_.«•. _ s .t'',Y, TRUSS HOLD DOWN STRAP (SANIBEL) HD 2-2X 1 HD4x • 18 ga. Hot Dipped Galvanized Steel • Provides additional or increased resistance to wind uplift required by Coastal Building Zone Code. e A fast, economical tie to secure rafters and trusses to wall, studs, top plates and concrete tie beams. • Dade County Approved FASTENINGS IN WOOD1't _HD 2X 2x's 10-16d 1271 lbs, HD 2-2X Doubie 2x's 8-16d 1304 lbs. f FASTENINGS IN CONCRETEj, HD 2X 2x's 8-NK or DN _+1271 lbs. '� HD 2-2X Double 2x's 8 NK or DN 1543 lbs. (1) The number gf nails In'the table above may be reduced lot lower loading �.. conditions In accordance with the National Design Specifications, Table 8.8C. (2) Concrete Fastener Capacities are based on HILTI fastening systems power actuated fasteners. Capacities for other systems•manulacturers may vary. The number of fasteners requited may be teduced ui accordance with the — fastener manufacturers recommendations lot lower loading applications. 1 • concrete Tls 8NITtEEC is L. I i Wgod Application Concrete Appllcretion - Note: Truss Hangers are not shown for clarity. • I i t i I. r o 36 ' I.-& T N I.& TO d /IT20 a T7 Lij T28 co IO °D T 30 T3 77 1 Ln T32 V T33 - l T34 O M T35 W O ro N I 1 Tll vCDID co Ql Or-c- L 60 ' moo U)0CC) c� zzcn mmcn Opo . . 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M JEPLZgJ¢� > ►J-I0 Q MJLL- Om w¢ v bi�ba =�VwaoQ z UCL1 w "$ X w c�OWw w ow cV OF-O OtnZ Nm n F= 0-i DO --UJ-- (D Q In 1� �1 ul ly a aMmX W X ¢ aZLO x y� z els. Ln uyr 7�COyI H � �d3- Zul cc ��ag ►- Q Y X H �' m z �o O ¢ 3 O U n In m X Q Qj w z m m� yrW85� 9+Y� m x O)V �N . o -y � ffia; ; J O"q p 01 ^� (n UO X O wti� y�� i ►�. J WUu � O o D vQ ^� � a$ w -i w@'>• 'SS��B W dd R- 5 oz 11'�m � a mawto us ova a � gg$ LL�N oCL a '� c w m m0 N 7K � iMs ZZ W tn3~ 3 v J M4 V XIX H �M Q Q) } y y� N G ' (nu) a aUrW- v m ¢ n " QVv W m¢E Q Y Q >- x `; "g xxMCV Z m fX ¢ U Q it RFs o o a a Ri OOfn t f - U" U�I U" 1 J Iw Y L$• i m x►`'-¢ E i` �------ E. ,8'',�---� a 5xi cn •-am >- m �m ¢ a 1 F- Nig CL at, ___ TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passedf, "rough" inspection: Permit No. Address l9 3 3 /S 7 / ` 2.2 0--ZAI 0 3 �uo�osiW&M=*x==x0xkK0 cxmpd*Mx GxVQ Please update ` your records accordingly. (7BILbZo "LER' CITY OF ATLANTIC BEACH /vcb IIS 4 l i 4 t t ' CITY OF C • 1'��tic �'eacic li ----- ------ "ISL%MOLE ROAD - ATLANTIC IMACH.FLORA 3WXS"S TEL F.PHONE(M)247-Me FAX(fM)247.5w XOT I CEII' TO: Water Department IIS FROM: ( Building Department DATE: 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 lumber Address i G � r e� --------------- Sinc-7 l 11, Building Department C y Tatt-firate of (Orr Vance Tito of Atlantic Nettrll — +Rlori)a 9evartment of Nuilding J ' ov ertion This Certificate issued pursuant to the requirements of Section 1,03.8 of the Southern Standard Building Code certifying that at the time of issuance this struct're was in compliance with the various ordinances regulating building construction or use r the following. Use Classification Single Family Residence BI'g. Permit No. 10357 Group w.frame Type Construction sof Fire District Atl intic Beach Owner of Buifdingiel �` Bettye Crowle' dress 1721 Sea Oats Di-tve B d. g Address 1721 Sea Oats DriveLocality Atlan i c Beach, FL 32233 By: DOI` C. FORD Building fficial Date: POST IN A CONSPICUOUS PLACE CITY OF -4&4#z4-cf4ici*a Office Of Building , REQUEST FOR INSPECTION Date '� _ G Time � 0 -SS '7 Received A.M, Perms No. Job Address (-i�l�c Owner's ocality BUILDING CONCRETE Contractor ELECTRICAL Re - PL' �— Re Roofing Footing MBING MECHANICAL Insulation Slab Rough Wiring r Rough ICS// Lintel TOMFinal Pole Top ut ❑ Air Cond. & - L�� I�V/Y Sew ❑ Heating READY FOR INSPECTION Fire Place Mon. Tues. Pre Fab Wed 7hur Friday _ _PM. Inspectior, tvlade !2""ZZ.-�(Y- lbw a� 11 Cer*ficate OfOcc-pan 10o �e J a DATE PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HA E BEEN BADE AND ARE SATISFACTORY: — — --- ----- ------------------- ------ ------- - -- ---------- p,j/ / I /iS-- _ 1 ------ ---— Enclosed are the blue copies of the permits.' SINCERELY, BUILD NG INSPECTION DIVISION cc:FILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c: z -oo^ o z CC, LU o LCo= � m m _ m cc V Li.�1-�z > > F- �Q� GJ tlQ Q �mOQO W W li ��O (nU Q] o aZ R tr 11 -r "p (n cc � g p WO Z3�W Z m VLLJ N l� Ln oo Ui w � Z Q W �cn��z o Q v = Q U �Q¢o� V) vi F- W �Q(nNp OL0 or L2 0- S QZQ004Ln QEti IN ZCO ICQI v z •4' ` Q� Q O MN OL � v�'j 1`hm M oma" Z / - N Op _ p f1C,\3 4j p i W LIJZ Z f D o�a .c, O -� Wp � � N � O Im ° Wa W <°n p >- ONLO W - j ? cn -' � w3 0 ° WOU cn U) 0 co UOJ � � W O ��1 WZ 0 W � 0 CC Qac Q: U) QQ Q Q � OIz- Z 002 20 WQ � F- �� J W � J W1- OZ42W Z caDO F=-- I=- � V I= mp . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4. c W 0 X fid, ai •'. ni JG• Q Q N 'JUOJ •ov m � \ J T U- CC CC >- O a 06 CO Z Q ti I W > m � � �` o ' � t ra O� U.: easy C �l (y `' U � CC W O QJ ` p C (T^ J � V h ti v l W 4 Y � _ Q o � ? �' m ULU 0 _ F.o A . K p .� V.7 u,Dwd, away a/ui7 Q o a away P°OM I v V �O U �0 � DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: 1 ------ I----------------------------- ------------------ ------I ----------------------------- ------------------- ------ I ------------------- - Enclosed are the blue copies of the permits. SINC Y, BUILDING INSPECTION DIVISION cc:FILE t t I CITY OF t��aac� �'►utek - jT SE 4MU ROAD AT'ANT1C 8FAM#F[ARIDA 32233-544t TMF,FHONE(!M MSMO FAX(ft"MSM NOTICE TO: dater Department FROM: Building Department DATE: Please be advised that the final ',building completed on each of the finspection has been is no longer needed: ollowing add 'esses and construction water Permit Dumber Address S -------------- ------------ ------------- Sincerely' , Building Department 2 71� 1 7 1 CITY OF ATLANTIC BACH, FLORIDA -7 APPILICATIO" IOR "ICTRICAL PERMIT TO THE CHiEe ELECTRICAL INSPECTOR: DATE:--- IMPORTANT NOTICE' RAVC C S iluk i IN OF PERMIT GIVENF DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE V1 0 A'--'REE TO PFRFORM SAID WORIVI ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, F Do' ORD NC T A ' HE WORK K A' WITH ,'TH THE , 't L CT IC A PAR? hEREOF, AND IN ACC i WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF PJ LANT11C. BEACH ORDINANCES. Q,c+ C I SIC3 TU I ELECTRICAL FIRM: MAS ER E IECTIltilCIA�WS19NATURE JOURNEYMAN NAME, -ca--aza- -BLDG.SIZE PETWEEN: ALS!, < APT. 1 comm. ( PUBLIC INDU�, NEW OLD ( I REVV. 1p AUDITION ( TRAILER ( TEMP. SIGNS I SQ. FT. SERVICE; NEV4'q, INCREASE ( REPAIR1 FEE CONDUCTOR SIZE L4 AMPS -COPPER ALUM, -WITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV,SIZE AMM. PH VOLT RACEWAY - - - ------- --j— --- —d---��] FEEDERS NO. SIZE NO, SIZE NO SIZE LIC3-TING OUTLETS ONCEALED OPEN TOTAL P 110 10 RECEPTACLItS CONCFALF-b ' .1A F,-6 -I 1 0�Af�AMPS SWITCHES INLANUESCENT FLUORESCENT & M, V, F IXE L) �YER ARCS vu nM s c A,N 17 1:S BELL TRANSF. AIR H.P RATING H.P, RATING CONDITtO.NING COMP.MOT OR OTHER MOTORS 4,MP8-tCI:iL HEAT: KW"EAT 0-1 OVER MOTORS H.P. VOLTAGE pHs N-O, j I H.P. VOLTAGE_ ---PHIS MISCELI-ANtOUS y- TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. --j;VA t�j 0 I�KVA SIZE � SWITCH PLASHES' NO. NEON TRANSF- INO. VA, ul EACH SIGN F� — -T- A: JORWARDED t r t r DEPARTMENT OF �IL, fi1C CITY OF ATLANTICBEACH ' PER In * T i �i ..w �.. -� L, AT I O» I N) 'Q l ON uma+ r: 1t� 8 A dxe�s SES, OA" S D�t1�E L*+ >~mat T e. M CHAI I CAL Aft'ANT I'C CH, PLOR I D,A '3 2 2 A 3 �so work• . . .. � ..� ' ROAD D%9 1 PT' Lot : 11 ick: section. ; rq c� e € S la �m" ; BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BtACH, FLORIDA $2233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. FLWICATIONS 4-s Street Address: OF Intersecting Streets: Between And WILDING Subdivision If. 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 pert hereof and in'I accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Neese of Mechanical / Contractor Contractor (Print) / Master 009( 31S Name of hoperty Owner t� Signature of Owner Signature of K Aathorisad Agent ehifecf or Engineer III. GENERAL INFORMATION"' A. Type of boating fwl: E3, IS OTHER CONSTRUCTION ®SING 00 Elec4nc THIS HUILOING OR SITEt ,( O 6"—❑ LP ❑ Natural Central Utility O OB IF YES, GIVE HUMMER OF� uCT10N ' PERMIT r!7 (3 Other — Specify IV. M/CMMUCAL EQUIPMENT TO 11 INSTALLED NATURE OF WORK (PmvW*complete list of component on beck of this form) lI Residential or O Commercial Heat ❑ Space ❑ Recessed )v Centre) O floe► New Building Air Condrfioniny: ❑ Room (t Centel / ❑ Existing Building �( Oecf System: Material /G T(,kk ❑ Replacement of existing system Meahnum capacity a f.m. ❑ New installation(No system previously Installed) O Refrig"tio„ Extension or add-on to existing system O Cooliag tower: Capacity g ❑ Other— Specify O Fire sprinklon: Number of luau O Sevate► ❑ Manlift ❑ Es"Isto O Gasoline gumP& (mrmber) . THIS VACS FOR OFFICE USE ONLY (Re«Md) O Tem (number) Remarks O LOS coMai (number) (3 Unfired preuure vee w O leiter Perreil Approved by 0a+� O Otter — Specify a.. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unita Deet:riptloa 1+[otlel Number Nanutaatv>hr ('Mhos mw HEATING . FURNACES, BOILERS, FIREPLACES Nueaber VnIto Descrlptkon mood Ntmfber TANKS )lies Many ty "contained m Nae�of Serial A No. p�� PSR• } 10 X02 DEPA01MIENT OF 011 CITY OF ATLANTIC 3EA f 140CATI4N INFORMATION .. . + z: 1030Ad iroa `" 1? SBA OATS StI�tE PerrAxt ,Type: FOUNDATIt�l� ONLY ► TIC BEACH, FLORIDA 32233 rti ' 1ork. i1 _ � . � QEBC'RIF" ItN or�s,tr: T p+�: s 1 BONRY N I Lo Bid �. �� Se�c��icsn:` Propos' d ase: I,$OL �Vown,sh' ItPlt s t�. a,l I ings : 1 Coda I3 S div a .c��n. ,BELVA 2 t1tINA IlatiThi ted � �gy lyu��: $ �it�.00 } Tlot 1 F` a ;' $26..00motiat Pa i�d 010. D �/14/s i i rw w4 ------ � w 41�.'rY M XES w s _I � ti 4" rI'T $25 -00�1�r }�j�' ri ,. 3�.tA4+1 I o s 9J{yP:. FL~OBIDA' 322,33 SVW� JMPACT FEE SO-00 e PI1C7 AP 'E R. DON C '� � S¢R 00 res '� �� 80420, VAP 40 .0"' i �..:5*Eb I� ax ys wa va rhla rNu"+r3.tswrd'x Yenn.kwY�+aa*'" ,,rea rkw^ �e'w�av^aa,+wm ` 'M`m'XYAPx4i€A§"aUa..¢•G''C ' Yoe! 1 set 9 IMPACT PER .a�' CONS'' I CHI t :U4 'Sum, GE TL.BC , im 00 NCS S: NOTICE�--AL G4INCNE`' tN ' "AtV13 Ft OlnNGS M ST 8�=t+ PE�`�"�b BEFORE POURING " PERMITsVOID SIX MONTHS A ER ISA OF ISSUE I CtILDtNQ MATERIAL, RUBBISI4 AND DEBRIS,FROM THIS WORK Mt IST N'"PLACED IN PUBLIC SPACE,AND MUST BE CI4EARED UF'"AND:F AULED IdiWA`I BY EITHERCE3N ACTOR OR NEE . URE.". `i ' " � �"' + . .`�..' uLT IN 9"ER NO 110 I t1.ED AC668DO G TG AP +ROVED`PL ANS 11tHICH ARE PART THIS ORMIT AND SUBJECT TQ I V ATI©N OF 11 'I I ABi` a RC)VISION OF LAW. ' ; ' . AT NTIC BEVINGl EPAF TMENT 14 Vv t 4A a; y u €. (" PA1 MENT OF Bi JIL CTlf."tF ATLANTIC 3T LOCATION INFOR TI014 iormit .t zar A ". 17 L SQA OATS DN I t�� > �g30�, XNO 1 TUM IC BZ.ACN : �`LORI��% 32733 DESCRIPTION C�x� t x 'INtm *pe. WOOD ` .m Lot. II�1ock� 3�ctit�r�« — ,,,Propose C P ►�J.�$ �+" r. I T 'h RI O. 0 `e; Improv. 4'�� Amoui, too0 Dat s G I;N IN NLHQM ' x _ P MIT 14 OATS DRIVEIMPACT FW $0 .00 of W" t 4,foc AP K ,� '•F, y .60 ry _ Names Iwil INS' l 'IT I► I 'NAV S0 0-0 e I A N " I,C}R.I I A2233CI 0 §I'�COI��TI�'CT 16 '1'. I 4 SSC , "I I ACT SFE 40,00 N T A 01WOtt43 { N S. s F r .d' I G S, t ' NflTt+ E. ALL CONCRETE.Et7Rl ANC?FOQTiNGS M S'f .INS' tom!BEFf}RE LOURING 5 a" P,w IT'V00 SIX MONTHS AFTER DATA ISSE1E t I tIILCtING MA�TERI 4L RUBBISH AND'bib, 11S"#ROM THIS WORK M St NaT BI;'PLACBI�IN PUBLIC SPACE,'AND MUST BE CLIYARI"t3 EJP ANCA hIAULED AAWAY BY EI fHl*R CONTRACTOR QR" NEFi " < ± � 00110, VV� THEr MECH "t 'I1"y . 111► CAN RESU l ° ► '� �C, E " W INGTWICE F RTW Bt�ll�.L�I QG IMP . f 1 EES ACCORI I'ZG"TO,A0,PROVED PLANS WHICH ARE, F CHIS f RMIT'AND Sl18JEC 'TO R ON.0 AF PLICABL PROVISiG►NS OF L:AW. i 4 NTIC BEACH VILDIN0 DEPARTMENT 77 ..:y.,.. -. ,.o .n,.. .�,....v - ,.,s.,> ,� .v,.4'.f.,..rr y_s.a &l-,..a..N.0 •.,a.:�x.�. <., w'1i " ` CITY OF Office of Building Official REQUEST FOR IN$PIECTION Date Permit No. Time / A.M. Received / P.M. JobrL2--ss Loc lily NNamer s Contract or BUILDING CONCRETE ELECTRICALPLUMBING MECHANICAL Framing _ Rough Wiring Rough Air Cond. & i Re Roofing n Slab Temp Pole Top Out Heating Insulation L: Lintel y7 FinalSewer Fire Place� ❑ _ 3EADY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday �d��5� A. inspection Made � ---- --- --_ �-- PM. Fina. Inspection j Y Certificate of Occupancy Date --------- — —— CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /7z ) OWNER OF PROPERTY: PLUMBING CONTRACTOR Tye CONTRACTOR' S ADDRESS: 41 PI /Y! STATE LICENSE NUMBER: ( 'FCJI3 '�'�� _TELEPHONE:--2 11 HOW MANY OF THE FOLLOWING FIXTURES/ INSTALLED SINKS I SHOWERS LAVATORY I WATER HEATERS �i BATH TUBS I DISHWASHERS URINALS DISPOSALS 7i CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: x $3 . 50 + $15 .00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: -------------------------- --------r---------------------------- INSTALLATION OF PLUMBING A D 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-583+,4 A , � '. LANTIC, W`0 T I IPM M I r t {13 ? Ac f :- x'21 fIA OAT DRIVZ � - 1 er ii t Type: UILIDI 0 ATLANTIC BEACH, 'FLORIDA' 32233, DZN tIPT1,ON t T Itie: � La z '3r c� z; pos `:� IN #LLts ItNO. C1 n e; Cc d S s �r inn: ELVA. MARINA trr�►t�s� "��lue�' ��..2 �3�� mpr Total: s43' Ana ' e 86 ApelOCAT -1 Ott, �k -� , � AVON GAS- y��{� '1p� � � �.y��^ ,.' � ■J�y�e t �u. ib- 1 Y � F i4 Yry �. P AE�L iCOt4CRo fJ A 'ARID FOt7TINC S M SST101PERMIT VOID VXMONT�8 rlSP C D B Ft�R 1�Q1lR tdC� 1µm, S IL��yy��♦��s��f/��p �+y �y �f�ht t,I ,E��y� �/-tt�t�+ �1�f �/ � 1�L�ICyt ��n 1�t#��y pt {�L�©A/� A1,� �+ p 16.WNO PMA �f7�.s"i'I�CL�t F'T"��E61"Ill F M"LOIS ORK Fyt ,.(�7G 1"4.MV�L✓1#V 1"'�fi71��4r a7f`rrSV�r fil'i��k7T©� AREA 11P.ANgt yAULE WA BY # i�l R'GONTRACTOR OR ,r p STH 141 ECH N R su .T im VIEW , TS, INGlW IL PRO ICE F Aj�� .i ACCCJFt AIG LC7 AP 'RC)1/�b i 1 ANS WHICH ARE PART F ERMIT„AN©'SURAct TD REVC?CATtC7N FOR tt3N:Q1.1CABL PRC VIStS QF LAW. 1. A ei ?. yy*� (�yam+ i �:tt* 1 ice. A4 1Lw. 1o1/ LAWS me It 11f.1>1viiiiiiiiIIiiii M-M - - - - - - NOir Apr at I , iwwm-- -1�IIII�MIN The wwlsrsitd hereby inhowM aN aon wr4d that jnWoNwjwjgB WIN bs nA& to wWn nal property, and in acconknss with sssdon 713.13 of Ow ii►orids looluk the faowkV information is stated in this NOTICE Of COMMENCEMEtNT. oftao"" of pf"oly......L'0- ---fideAAR ............. �.._........�......., h.. ....................� �...... ......... .........�............... ....�.,... ..N... °w"".... ..... WL A"em.. 0 "er's iatsred In do*of do isms,�„M„r............»........N....�.. he smile Ville Wider$1 AW dM ow"d �w w/ � • gMMrMM.{. Hnae 41 pMMA will1i11be iMele FMA WbyI'ewos►"m vAm NOW N Aw&w ow&my be nrverl ••t n sddition to hi w"*owner dssipi tits foN"I”Ow+ssn'is rfmlvs•sopy of the Mercers Notice as provided In fssdon 713.1E!1) tile iiorids itsh+tm Ilp in at Owners mp dgog. Aliirss• ' .ws ePAes hn aewnew a use a ►v ` .""""'... ...._,... dro lC0MMMI0N#CC 3WM EXPIRES AUG 10,19M SONDEOTHM OF F\� ATLANTIC BONDING CO.,INC. CITY OF �a�tic Seac� - ��tida 800 SEMINOLE ROAD ATLAS TIC BEACH,FLORIDA 32233-5445 PROPERTY DESCRIPTION TELEPHONE(904)247-5800 FAX(904)247-5805 Lot #--2-, Blo:l# /.S, Section # e Subdivision: _ •��77a/1c�xc� Street Name iDESCRIPTION OF WORK or Address : / 7.2/ 2440 If in a FLOOD HAZARD Flood Zone : area complete page 3 . (Brief Description McCV s Class of Work: (New/ Remodel/Addition: ZONING INFORMATION !Type of Construction:---M*S0 Zoning Propos--ftQ ^'— District : Use: 0 30 ,Estimated Value 00 Exceptions or Variances :!Materials : mrTN Granted: Solid or filled Ground: Roof : Method of Heating : Pf�irY OWNER INFORMATION C•IrL�N g Property Owner : Mailing Address /0 7 J Zip : i CONTRACTOR INFORMATION Contractor : Phone : Mailing j Address : Zip: Expiration License Number : Date : I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW ,THE SAME TO BE TRUE AND CORRECT. ALL P OVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COM LIED WITH, WHETHER SPECIFIED HEREIN OR . NOT. THE GRANTING OF A PERMIT DOE NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES , REGULATIONS, ORDINANCES, OR LAWS IN ANY', MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND (,THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Date /a 7 Contractor Signature + Date FLOODPLAZU DEVIELOPHENT INFORMATIOld T yPe of Development t . -------------------- -.�-w... .-ww....� Flood Zones -------------------- Required Lowest !Floor Elevationj�_N-www..---..-- Zf building is located wAthin a1, be wade AFTER TIDE SLAB HAS D�ENood hazard axone, a survey wuuc LOWEST FLOOR one ELEVATION is POURED, certifying that the elevation established for that #on to or above the bane floor! al . No final inspection Will be mad and no certi=ficate of will be issued until the sury y is on filOccupancy with the Building Department. COMMENTS: Applicant Acknowledgements 14nderstand that the Issuance of this permit is oogtlnSent u corredt and That the plate anal PoA the above information being be UOPo rling data have been or Sahel l provided as required. I agr !o oowpir With all applicable previsions o= Ordinance Ho, -7-11 and all other laws or ordinances affecting the proposed devolopmont. -----Applicant•■ Bi ,✓/ ' -------------- ......►-------i---------------�.--- Department Use Required Lowest Floor Elevation w As Built Lowest Floor Elevetion Survey Filed with Building `""'}'-----w-------- Department - g epart�ent R ---w- 'ePresentative Pate 3 Ili TREE REMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDAY BEFORE THE MEETING! i A. L/ 4ropert Owner ' s Name `f�- Aj dr ss . Telephone 1 . 7121 Location of Tree Remo v l/Site Alteration SECTION B - (To be completed by applj:ieants whose property is zoned residential , includes an existing dwelling, and which is not presently owner-occupied) I . what changes are proposed to th above specified site? L . what is the purpose of these proposed changes? s . Specify trees proposed for removal as follows: r-Tree Count Species Size(gBH x HOT) ----Condition al' f 4 . will these trees be relocated on ', the same property? Yc3 5 . If not , Will replacement trees be planted? 6 . Specify proposed replacement trees as follows: Tree Count Species Size(DBH x HGT) a Attach site pian. (Note: Al trees proposed for removal must be marked on site by yq4 tape or flagging) . SECTION B - (All other Applicants), 1 . Property Zoning: 2 . Submit the following: SITE PLAN/TREE SVRviy Indicating: a) Site topography, existing and proposed grades b) Existing and proposed at�tuetures c) Location of all trees w/QBN of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked t ) Trees to be relocated should be clearly narked 9) Location of any proposed replacement trees h) Identity trees of special) or unique characteristic i ) Iaenify trees within 10 feet of construction areas j) Show location and type oftree protective barriers k) Location of utilities, ac essea and easements 1 ) Location of vehicle trave corridors M) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) 0) Staging areas for equipment and material storage 3 . All trees identified for removal,' must be marked on site by red tiagging or tape. SECTION C I agree to comply with the rules and practices established in Chapter 23, Article II of the .Codeof! Orainances of Atlantic Beach. j, --42,-7 A Owners Signat a Date CITY USE ONLY Applicant has complied with all plovisions of Chapter 23 and requirements of the Tree Conservation Hoard. Tree Conservation Board Designee i Date MOM. "Tree Protection for Suilders! and Developers" is available at City Nall or from the Divisiont Forestry, 8719 Most Beaver Street' , Jacksonville, PL 32220. (78 -1434) I' t CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address rS r t11�Nr-D a u�E Date 22 - 5 Heated Square Footage a� 5 @ $ � d� per sq ft = $ Garage/Shed �� @ S ©� per sq f t = $ Carport/Porch @ $ —per sq ft = $ Deck ,3 @ per sq ft = $ 5 G v 1 � Patio @ $ per sq ft = $ TOTAL VALUATION : 1 Total Valuation lst Remaining Value per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filin Fee $ c:c (� ) Firepla es @ $15 . 00 $ /,.0o BUILDING PERMIT FEE $ :,-2 " WATER IMPACT FEE $ 6.0' .0'0 SEWER IMPAC FEE $ —b WATER METER/TAP $ z5 - CAPITAL IMP40VEMENT $ z� - SEWER TAP $ RADON I (HRS) . 0050 S 9 T sZ SECTION H P VING { ) $ CD HYDRAULIC SHARES $ - p - CROSS CONNECTION $ 001(r SURCHARGE . 0050 $ �:3 / OTHER $ GRAND TOTAL DUE $�� ADDITIONAL PERMITS OR FEES : Mechanical Plumbing _ Ejectric/New Electric/Temp _: SwimminaPool Septic Tank._ Well____`_; Sian_--_^Finish Floor Elevation Survev Other CALCl1LATIONS and/or NOTES : f bepartment of Community Affairs-FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH 1 2 3 PROJECT NAME: r BUILDE AND ADDRESS: /7 l• PERMI NG CLIMATE OFFICE: / e ZONE: 1112F-13 OWNER: PERMIT NO JURISDICTION NO.: Please Print CK 1. New construction or addition 2. Single family detached or Multifamily attached 2. 3. If Multlfamlly-No.of units covered by this submission 3. ' 4. If Multifamily, Is this a worst case (yes/no) 4. .5. Conditioned floor area (sq. ft.) 5. 6. Predominant eave overhang (ft.) 6. - 1.5 7. Porch overhang length (ft.) 7. S 8. Glass area and type: Single Pane Double Pane a. Clear glass 8a. sq.ft. 37 6 sq.ft. b. Tint, film or solar screen 8b. _sq. ft. sq.ft. 9. Floor type and Insulation: a. Slab on grade (R-value +perimeter) 9a. R_ n ,*6-1.ft. b. Wood, raised (R-value +sq. ft.) 9b. R= , sq.ft. c. Concrete, raised (R-value) 9c. R= 10. Net Wall type area and Insulation: sq.ft. a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= , 6)_ 130�) sq,ft. 2. Wood frame (Insulation valu e 10a-2 R- • sq.f . 3. Steel (Insulation R-value) 10a-3 R= sq.ft. 4. Log (Insulation R-value) 10a-4 R= sq.ft. b. Adjacent: 1. Concrete (Insulation R-value) 10b-1 R= sq.ft. 2. Wood frame (Insulation R-value) 10b-2 R= I I Q 4) sq.ft. 3. Steel (Insulation R-value) 10b-3 R_ sq, ft. 4. Log (Insulation R-value) 10b-4 R= sq.ft. 11. Celling type area and Insulation: a. Under attic(Insulation R-value) 11a. R_ 3o n sq.ft. b. Single assembly(Insulation R-value) 11b. R= sq,n, 12. Air distribution systems a. Ducts (Insulation + Location) 12a. R__ [n _ _ , (c0„dC."-2.1 b. Air Handler( Insulation + Location) 12b. R_-14 (cond neuro 13. Cooling system (Types:central-split,central-single pkg.,room unit,PTAC.,none) 13. Type: , j SEER/EER/COP: 14. Heating system: 14. Type:- Pea"44g- (Types:heat pump,elec.strip,nat.gas,L.P.gas,room or PTAC,none) i HSPF/COP/AFUE: 15. Hot water system: 15. Type:_ E i e -Je,'4 (Types:elec.,natural gas,solar,LP.gas,none) EF: _ r 16. Hot Water Credits: a. Heat Recovery (HR) j 163. , b. Dedicated Heat Pump(DHP) 16a. 17. Infiltration practice: 1, 2 or 3 17, -..P- 18. HVAC Credits(Type in Letter designation:CF-Ceiling Fan,CV-Cross vent, 18. HF-Whole house fan,RB-Attic radiant barrier,MZ-Multizon9) 19. EPI(must not exceed 100 points) 19. q c . Q s a. Total As-Built points EPI=Taal As-Buis points X 1 19a. 3`J/ 3 b.Total Base points T°tai ease pont. 19b. I hereby certify that the Plans and specifications covered by the calculation are in compliance with the Rwiaw Of Plans and specification Covered by this Calculation indicates compliance with I"&Energy Code. ate Florida Energy code.Before Construction Is completed,this busduq wia be inspected PREPARED BY: DATE:yla 11 aS Ior w►pliance In accordance with section W.908.F.S. 1 hereby centfy that IN&buildingsrnplis,tw With the Florida Energy code. BUILDING OFFICIAL OWNER AGENT: DATE: DATE: bepartment of Community Affairs-FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH 1 2 3 PROJECT NAME: BUILDER: AND ADDRESS: /7 1- 5ea, PERMITTING CLIMATE OFFICE: ' / e ZONE: 1 2 ❑3 OWNER: PERMU N0. JURISDICTION NO.: Please Print CK 1. New construction or addition 1. _ Na_-,' 2. Single family detached or Multifamily attached 2. 3. If Muitifamlly-No.of units covered by this submission 3. ' 4. 1f Multifamily, Is this a worst case(yes/no) 14. ..S. Conditioned floor area (sq. ft.) .5. _Q 0 gs 6. Predominant eave overhang (ft.) 6. _ 1.5 7. Porch overhang length (ft.) 7. A 8. Glass area and type: Single Pane Double Pane a. Clear glass 8a. _sq.ft. 316 sq.ft. b. Tint, film or solar screen 8b. _sq.ft. sq.ft. 9. Floor type and Insulation: a. Slab on grade (R-value +perimeter) 9a. R= n _, I.ft. b. Wood, raised (R-value +sq.ft.) 9b. R= , _sq.it. c. Concrete, raised (R-value) 9c. R= _sq.ft. 10. Net Wali type area and Insulation: a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= _ (n l3o�sq,it. 2. Wood frame (Insulation R-value) 10a-2 R_ sq,tt, 3. Steel (Insulation R-value) 10a-3 R= -sq.ft. 4. Log (Insulation R-value) 10a-4 R_ _sq.ft. b. Adjacent: 1. Concrete (Insulation R-value) 10b-1 R_ sq.ft. 2. Wood frame (Insulation R-value) 10b-2 R= _ I I i sq.ft. 3. Steel(Insulation R-value) 10b-3 R= sq.n, 4. Log (Insulation R-value) 10b-4 R= sq.ft. 11. Ceiling type area and Insulation: a. Under attic(insulation R-value) 11a. R_ 3o .1 D n sq.ft. b. Single assembly(Insulation R-value) 11b. R= _ _sq ft 12. Air distribution systems a. Ducts (insulation+Location) 12a. R=- b. Air Handler( Insulation+Location) 12b. R=-- 13. Cooling system (Types:central-split,central-single pkg.,room unit,PTAC.,none) 13. Type:-09,Q7'_?-A,1- al,�- 14. Heating system: SEER/EER/COP: 1-7/14. Type: (Types:heat pump,elec.strip,nat.gas,L.P.gas,room or PTAC,none) HSPF/COP 07.�¢s 15. Hot water system: 15. Type:_ E I e (Types:elec.,natural gas,solar,LP.gas,none) EF: 16. Hot Water Credits: a. Heat Recovery (HR) 16a. b. Dedicated Heat Pump(DHP) 16a. 17. infiltration practice: 1, 2 or 3 17. 18. HVAC Credits(Type in letter designation:CF-Ceiling Fan,CV-Cross vent, 18. HF-Whole house fan,RB-Attic radiant barrier,MZ-Multizone) 19. EPI(must not exceed 100 points) 19. _S a.Total As-Built points EPI=TaalAt•9vMpoirRt x 19a. 311)31? b.Total Base points Tare ear f>o' 19b. -3,1/).5153 I hereby Certify that the Plant and tPecllieationt covered by IM calculatbn are In cornpliance with ft Review d Plant and 11P6011491ons Cowered by this calcuta*n indieatet con-Rance with Florida Energy Cos. Yre Flalda Energy code.Bel unction it �p,Wed. buiwnp wa b•intP•aad PREPARED BTt•-�*•��-4 DATE:� for oortWlar�oe ti aororeanCe o`n SS��a�i�i( .$f I hereby Certky that M4 building s I mpl"ce With Ur•Florida Energy Coda. WILDING OFRpALs �` OWNER AGENT: DATE: DATES EPI= 99.95% ENERGY CODE SECTION 6 NORTH ZONE 1, 2 , 3 600-93 DAN CROWLEY SUMMER CALCULATIONS 1721 SEA OATS AS BLT SMR. GLASS BASE SUMMER GLS SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA DBLCLR ' (9B) SMR PTS N 63 65.8 4145 N 10 38. 3 0.87 333 NE 10 65.8 658 NE 10 57.7 0.42 242 E 133 65.8 8751 E 80 79 .7 0.86 5483 SE 65. 8 SE 79. 1 S 43 65. 8 2829 S 8 66. 2 0. 31 164 SW 13 65.8 855 SW 13 79. 1 0. 39 401 W 101 65. 8 6646 W 55 79 .7 0. 57 2499 NW 13 65.8 855 NW 13 57 .7 0.55 413 H 65.8 H 195. 3 1. 00 W 20 79 .7 0.47 749 W 26 79 .7 0.92 1906 E 53 79 .7 0. 39 1647 N 53 38 . 3 0. 50 1015 S 35 66. 2 0.77 1784 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL . 15 2085 376 0. 83 24739 20577 16636 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SMR.PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1307 0.90 1176 BLOCK R6 1307 0. 9 1111 ADJ. 247 0.70 173 ADJ 2X4 Rll 247 0.7 173 DOORS DOORS EXT. 22 6. 10 134 EXT WD 22 6. 1 134 ADJ. 18 2 .40 43 ADJ WD 18 2 . 4 43 CEILINGS CEILINGS UN.ATC. 2085 0. 60 1251 UNDRATC R30 2100 0. 6 1260 SGL.AS 0. 60 KNEE R19 129 1. 1 142 FLOOR FLOOR SLAB 209 -37 .00 -7733 SLAB R-0 209 -41.2 -8611 RAISED -3 .99 INFIL. 2085 8. 00 16680 # 2 2085 8 . 0 16680 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMPONENT BASE SUMMER POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 32301 TOTAL 27568 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BS PTS CLG PT SMR PTS ' (9H) (9K) (9L) CLG PTS 0. 37 32301 11952 27568 1. 10 0. 31 1. 00 9401 HOT WTR NBR BASE BASE AS BLT NBR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 3 3803 11409 ELECT. .93 3 3599 1. 00 10797 WINTER CALCULATIONS AS-BLT. WTR. GLASS BASE WINTER ORIENT. GLASS WOF GLASS ORNT. AREA WPM BASE PTS AREA DBLCLR ' (9B) WTR. PTS N 63 -10. 6 -668 N 10 7. 3 1. 19 87 NE 10 -10. 6 -106 NE 10 4 . 6 2 .46 113 E 133 -10. 6 -1410 E 80 -9 .2 0. 62 -456 SE -10. 6 SE -22 .7 S 43 -10. 6 -456 S 8 -28 .4 -0.40 91 SW 13 -10. 6 -138 SW 13 -22 .7 0. 03 -9 W 101 -10. 6 -1071 W 55 -9 . 2 -0. 24 121 NW 13 -10. 6 -138 NW 13 4 . 6 2 . 09 125 H -10. 6 H -45. 0 1. 00 W 20 -9.2 -0.59 109 W 26 -9 .2 0.77 -184 E 53 -9. 2 -0.96 468 N 53 7. 3 1.79 693 S 35 -28.4 0.87 -865 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL . 15 2085 376 0.83 -3987 -3316 293 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR.PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1307 2 .2 2875 BLOCK R6 1307 5.2 6731 ADJ. 247 3 . 6 889 ADJ 2X4 Rll 247 3 . 6 889 DOORS DOORS EXT. 22 12 . 3 271 EXT WD 22 12 . 3 271 ADJ. 18 11. 5 207 ADJ WD 18 11. 5 207 CEILING CEILINGS UN.ATC. 2085 1. 2 2502 UNDRATC R30 2100 1.2 2520 SGL.AS KNEE R19 129 2 . 0 258 FLOOR FLOOR SLAB 209 8.9 1860 SLAB R-0 209 18.8 3929 RAISED 0.96 INFIL. 2085 7. 4 15429 # 2 2085 7. 4 15429 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL 20717 TOTAL 30527 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTG P WTR PTS ' (9H) (9I) (91) HTG. PTS. 0.55 20717 11394 30527 1. 10 0.43 1. 00 14540 TOTAL BASE BASE BASE TOTAL AS-BLT AS-BLT AS-BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS-BLT POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 11952 11394 11409 34755 9401 14540 10797 34738 PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 ADDITIONAL TABLES CLIMATE ZONES 1 2 3 6A-18 HEATING CREDIT MULTIPLIERS(HCMI SYSTEM TYPE HEATING CREDIT MULTIPLIERS HC _ Attic Radiant Barrier HCM .98 multizone HCM .90 Natufal Gas AFUE .68.72 .73..77 .78-.82 1 a.87 .8&.92 .93 b U HCM .59 .55 .51 1 .48 .45 .43 LPGas HCM 1 .7 74 1 .59 6A-19 COOLING CREDIT MULTIPLIERS CCM SYSTEM TYPE COOLING CREDIT MULTIPLIERS CC Coiling Fara .86' Cross Ventilation .90' 'Credt may be taken for only Whole House Fan .90, one of these system types concurrently. Multizone .95 Attic Radiant Barrier .9 6A•20 HOT WATER CREDIT MULTIPLIERS HWCM SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS HWCM Heat Recovery Unit With Air Conditioner Heat Pum HWCM .62 .58 Dedicated Heat Pump EF 2.0.2.49 2.5.2.99 3.03.49 3.5&U HWCM .44 .35 .29 .25 A HWM MUST BE USED IN CONJUNCTION WITH ALL HWCM.SEE TABLE 6A•9.EF MEANS ENERGY FACTOR. 6A.21 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE 01 606.1 COMPLY WITH ALL INFILTRATION PRE CRIPTIVES. Windows 606.1 Maximum of 0.34 CFM per linear foot of o erable sash crack includes sliding lass doors). Exterior d Adiacent Doors 606.1 Maximum of 0.5 CFM persq.ft.of door ar a•solid core wood panel,insulated or glass doors onl . Exterior Joints&Cracks 606.1 To be caulked asketed weal herstri ed or otherwise sealed. PRACTICE#2 606.1 COMPLY WITH#1 AND THE FOLLOWING: 11, Exterior Walls and Floors Top plate penetrations sealed. Infiltration Oarder installed. Sole late/floor joint caulked or sealed. Exterior Walls b Ceilings Penetrations oints and cracks on Interior surface caulked sealed or 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 606.1.A.2 Combustion Heating Combustion space and water heating systems provided with outside combustion air, except direct vent appliances PRACTICE#3 606.1 COMPLY WITH PRACTICES#1 AND#2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Top Penetrations sealed or Joints&cracks on interior walls caulked sealed or gasketed. Recessed Lights Sealed from conditioned&insulated from ventilated attics aces. Ductwork All ductwork located in oondidoned space. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust to outside. Cooking appliances shall be dampered and use Intermittent ignition. 6A.22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS 5ECTION HEQUIREMEN15 CHECK Water Heaters 612.1 Comply with efficiency requirements In Table 6-11.Switch or clearly marked circuit breaker(e ectnc) or cutoff s must be provided.Extemal or built-in heat trap required. Swimming Pools b pas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal effioienc of 78%. Shower Heads 612.1 Water flow must be restricted to no more t,an 3 gallons per minute at 80 PSIG. HVAC Duct Construction 610.1 All ducts,linings.me an-Ea equipment and plenum chambers shall e mechanically attached, Insulation b Installation sealed,insulated,and installed in accordance with the criteria of Section 610.Duct in unconditioned v space must be insulated to a minimum of R-6.Air handlers shall not be installed in attics unless In mechanical closet. r HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each s stem. nsulabon 604.1,602.1 iii s- m. -19. mmon wall rams -11 or CO H-3 both sides.Common ceiling floors -11. DATE: 4/26/95 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: DAN CROWLEY R.B. Ellis Energy Design Systems Job Name: 1721 SEA OATS *********************************************************************** DESIGN CONDITIONS For ATLANTIC BEACH, FL OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor (%) 5 Latent Factor (%) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 49124 1637 43547 1814 ------- ------- ------- ------- HEATING COOLING DELTA T 43 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 4/26/95 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: DAN CROWLEY R.B. Ellis Energy Design Systems Job Name: 1721 SEA OATS ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 63 43 133 101 23 13 376 COOLING 1575 1720 9842 7474 1219 845 22675 HEATING 2016 1376 4256 3232 736 416 12032 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 1554 1554 COOLING 4662 4662 HEATING 8858 8858 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 40 40 COOLING 528 528 HEATING 828 828 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 209 7608 RAISED WOOD ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 2100 5040 5040 SGL ASSEMBLY KNEE WALL 129 297 348 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 3979 Lights & Appl. Load 1200 Latent Safety Btuh 199 Ventilation Load Duct Heat Gain 3568 Infiltration Load 2474 Sensible Safety Btuh 1904 TOTAL SENSIBLE LOAD 43547 TOTAL LATENT LOAD 4178 Summer ACH 0.4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 47725 BTUH Or 3 . 98 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 10418 Ventilation Load Duct Heat Loss 1736 Safety Btuh 2257 Winter ACH 0.8 *** Total Heating Load 49124 BTUH Or 4. 09 Tons*** ENE'RGY GUIDE ' o rde tailed information of the tailed rating number i or for any ITEM listed, a ask your Builder for EPI .95% DCA Form 60OA-93 Or Form 60OB-93 } excellentgood acceptable a 0 10 20 30 40 50 70 80 90 100 The maximum allowable EPI is 100.The lower t EPI the more efficient the home. RESIDENTIAL PERFORIVANCE RATING SHEET ITEM HOME VALUO Low Efficiency High Efficiency DBLCLR WINDOWS.... SINGLCLR DBLTINT UNDRATC R3 INSULATION ......... ......... ......... .......... KNEE R19 Ceiling R-Value R-10 R-30 BLOCK R6 VVVall R-Value 4 R-o Ra Floor R-Value SLAB R-0 R.o R-19 ..... Alk CONDITIONER SEER/EER 11. 00 10.0 SEER 17.0 9.7 EER 16.0 HEiTING SYSTEM # 7•8 5 f 6.8- HSPF 12.0 Electric COP/HSPF........ .......... Gas AFUE ........ .......... ......... .78 AFUE .90 WATER HEATER a ELECT. '.93 Electric EF<............. .......... ... .88 .96 I Gas EF .54 .90 Solar EF .40 .80 OTIER FEATURES......... cF i k ......................................................... i 1 certify that these energy saving features required for the Flori a Energy Code have been installed in this house. 1721 SEA OATS BuilderDAN CROWLEY 4/26/95 Address: — LT.mr1�--BTS_„ T Signature Date: City/Zip Florida Energy Code for Building Construction-1993 Florida Dpartment of Community Affairs FL-EPL CARD 93 ARCHITECT/ENGINEERS CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL MAJOR STRUCTURES TO BE LOCATED WITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT' S NAME UO GepyµlLFV PHONE NO. DATE 4-11-95 OWNER NAME7.3*#4 Cto(O .EY R.E. TAX NO. : TYPE OF PROJECT: (k'�New Home ( )Residential Addition ( )Garage ( )Pool ( )New Commercial ( )Commercial Addition ( )Other 911 STREET ADRESS: 1012.1 4 d T 1 ( ) We claim the structure to be exempt as follows : ( ) Garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, etc. ( ) Other (Specify) I also certify that no structure listed above may be remodeled or converted to a non-exempt use without being upgraded to fully comply w ' -k#tboe ordinance.. G�/��g� Signed: Date:_ CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all the other requirements of the City of Atlantic Beach Building Code. ( V The structure including foundation, frame, roof decking , exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with the 1911, Chapter 12 , Standard Building Code. ----------------------------------------------------------------- (u? Windows , doors and all other exterior devices comply with the 110 mph wind load. ( e The structure is located outside the area affected by wave forces , OR ( ) The structure is capable of withstanding wave forces resulting from a wave crest height of feet above MSL including uplift forces . ----------------------------------------------------------------- ( ) The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion, / OR ( v1 The structure is located in FIA Zone X and the founda,tion will not be exposed to hydrodynamic, hydrostatic loads or water scour , OR 1 ( ) Foundation design has been completed with floor elevation above the specified Stillwater elevation, and to resist wave, hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads . Erosion computations for the foundation design have taken into account the projected 30-year erosion losses from a 100 year storm event and all vertical and lateral erosion including scour caused by the structural components . ( ;�- No excavation of dunes is included in this project , OR ( ) Dune excavationpermitis attached. z Certified this r_ p ' day of t!ti i 19 (SEAL) r � Florida Architect ' License No. Professional Engineer's License No. I . OWNER BUILDER PERMIT AFFIDAVIT Stbtr Of Florida City at Atlantic Beach ) BEFORE ME, the undersigned authority, perianally •Pi+&arwd ------------------ who upon 919dt b*AnV duly sworn, deposes and says. 1-'U-1i �C?trc? I .._ ------ -------------- ...y-....• and the legal owner of the following propertyt Subdivision ¢ '_.r 1I'!14, �( 8------ Block _G�----- ----- Lots / AKA _.r_.......... ....�..__. . _ I am applying for a building permit pursuant :o cfoe Owner Builder exemption net forth in Florida Statute, Section 489. 102. Florida law requires that Ishave been provided with thr following DISCLOSURE STATEMENTt DISCLOSURE STATEMENT 'State law requires construction to be done by licensed contractors. You have applied for a permit under an ixemption to that lay. The exemption allows you, as the owner of your property, to ,act as 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 c.r a term outbuilding. You may also build or improve a commercial building at a cost of 023,000. 00 or less. The building must be for your use and occupancy. It may not be built for sale or leade. It you sell or leaks, more than one building you have built yourself within one year after the construction is complete, the law will presume that you built it for sale or lease, which is 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. o Pro arty 0wn.rr Sworn- to and subsd beton me this �`!►�_ day Y of all �. _-:........ 19 qs. e8�P4` aG� BRIKA Noy c,OOMM'SSION#CC 39926g EXPIRES AUG jQ,jgg8 — —_�-- _� 60NDEDTHRU NOTARY PUBLIC- �T"-A^'T'r PnfNjr1NC CC,,INC, !iy Commission Expires& r 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 I PER FIXTURE UNI? CONNECTED TO THE IS HEREBY FIXED AT TWENTY DOLLARS CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF "_SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET, TANK OPERATED 4 WATER CLOSET VALVE OPERATED (8) BATHTUBISHOWER (2) _______,URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL 60HESTIC (2) LAUNDRY TRAY (2) ,_;,,,LI„_LAVATORY (1) ^COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) _DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ($) URINAL STALL, WAS (4) FLUSHING RIM SINK (S) _COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL& PEDESTAL, SYPHON JET BLOWOUT (2) „DRINKING FOUNTAIN (1/2) LAVATORY, BARBER/BEAUTY SHOP (2) _ICE MAKER (1/2) w SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) �- URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS _O $20.00 EACH 0_ OC�) JOB INFORMATIONAL �- �'� HOWINO OF { LOT .. J l3L0CK----F- ., A SHO ON � OF U74: AA ItQC amw w MAT A'6t #U*WC R CO*t* OP Dk VAL CO., VILA. FOR 64USM64�e -1 ' k yy _` R _ a g 0Q4 rf i .. No 17ZI EA vE PR-1 VIE -44 f `- lost�?8 Tib •�'C. , IT OR f v6 . t k&s&?v6Y�CO dor,0,efR Z/, /5171:;. '20-x/ cuv Y TN#fi FU#THot CUTIF ES THAT TH$ FXRVEY *VftFA .Nt40 I Et N )K$MM 1*9 x=-- o fR"[ miNtmvm "Qu* mucNIS ADOPTEt1 *T '!ft FLCt ibA Rf9C#E'Y`(tf M06FUSIUtY . o o�ss l�a�► PJP9 LAND SURVEYORS SAND T89 meal A LAND TMX ASSOCIATION. lokis T0',C ! FY TWAT THk Asovc. 1.0 WAE tlftV1't@ i/t+IDxR MY M , I1Np THAt LOCATVp ON 11AM4R c_ a tA MAX GARC M "XIt Eta LOT. y , 10 41 ry 0,9 12 0EPAF tMENt QP ILI�ING' CITY OF 'ATLANT' IC CH 1XVIOWTION,; ION Permit Typ e� P� �I�3II�� ALdi SEA OATS DRIVE � �; BEACH, FLORIDA 12233 ass of ,,d'rk: ALTERA, ISI � �.,_....:�#� . I��9CR�PT�bN �-,�_------ 7 ` - axist r# Tyre. La I se'at i on: r oos ed 'Ute SINOL '#)W I LY T RNG: } 1Iings.: ode: , , Su i is s '.` tmat d; ►lu S #00 00 ` otal :EII v ION W N RAN' �"'« � &h wi.idk RAN' r�+r nrr-.Ml II W�i`.�h#TW ii�Jb Y •, MY�W�M+`•Nr�q+1W ' $25.00,50 DRIVE WIL Al, '' F . Tt * roe 25 WA ER 71 �8 Mg { o Yrrwrtw yFRADON yq PL to $0#X10 LAX, FLO MIDA 322'39 CROSS, CONNECTION # .o � ► Type::, 4 SZC �H IMPACT rRE 00 coo C<" F k ��Nr'!k ��M#T✓'�u' .i �5riix`;iA 4@. s. f. F NoTId ALL CONC1 T P R S►AhI0 FOOTINGS MU T 00 INSP�C l t�13001gE POURING €� PERMIT U©Ib SIX MONTHS A R CATB'OF ISSUE BjDING MATERt L„RUBBISH AND D BCS ISzFROM THIS WORK M ST'NOT,BE PLACED fN PUBLICSPACE,AfVI�M�1ST`8E ABED UP AN©�HAUL.E®AWAY BY EITHER-CONTRACTOR OR 01 VNtR T f UR `� THE MECH J N ' •.` 'ER' 3P� "1' ' ` : P l'YlNtaTW10E F lj �°IMPROVE CEI ' 'S, 'ACCORCi G TO APPROVE' PLANS WHICH ARE.PART 0 THIS PERMIT AND SUBJECTTO RE CaTI©N Po .- f, , ' tlfId f)#=AP11,41 OABL.E ' OVISiONS OF LAW. 3 c TI NTIC BEACH EIWI I #+IG. PARTMENT. 01 EIII. 77, oil R CITY OF r�!G'autic �'eac! - �huala NO SCOMOLE ROAD - ---- ATLANTIC WACH,FLORMA 32233-SW TELEMOW("4)247-MO FAX("W)2479" January 23, 1995 State Farm Insurance Company Lori L. Robinson/Claim Specialist 11331 San Jose Boulevard P. O. Box 23000 Jacksonville, FL 32241-3000 Re: Crowley Residence Dear Ms . Robinson: The house addressed as 1721 Sea Oats Drive or Lot 3 , Block 15, Selva Marina Unit #8 has been condemned by the City of Atlantic Beach Building Official due to a recent fire which destroyed most of the roof and interior walls of the structure. Under Section 301.1 of the Standard Unsafe Building Abatement Code, the Building Official shall initiate proceedings to cause the abatement of unsafe conditions by demolition. . . . In March 1986 the State of Florida created the Coastal Construction Zone which is an area comprising all structures within 1500 feet of the Coastal Construction Control Line, a line running north to south approximately along Beach Avenue in Atlantic Beach. All structures in this zone must be designed to meet or exceed a 110 m.p.h. wind load. This requirement means the structures need larger footings , more anchor bolts, and steel straps to hold the structure in place. The Crowley house was built in 1972 and was not required to be constructed to a specific wind resistance. A review of the original building permit/plans shows the footings , slab, and wall design do not meet the minimum requirements for a 110 m.p.h. wind resistance. Specifically, the footings are 3"x20" with 2#4s steel rebars . The existing code requires a 12"x24" footing with 2#5s steel rebar. The anchor bolts at the exterior walls were required every 6'0" . The existing code requires bolts every 18" . The metal ties which strap the brick veneer to the framed wall have changed from being spaced every 24" vertical to every 16" vertical . These are just a few examples of items which would have to be corrected to meet existing codes . State Farm Insurance Page Two January 23, 1995 The foundation,, footings and slab of the existing structure will have to be excavated, removed, and replaced to meet the existing code before the structure can be rebuilt. Sincerely, Q 0-- - C ' Don C. Ford Building official F. S. 161 . 52 - Coastal Zone Protection Sec. 305 . 1 - Standard Housing Code Sec. 301 . 1 - Standard Unsafe Building Abatement Code DCF/pah Enclosures cc: The Crowleys City Manager CHAPTER 3 INSPECTION AND NOTICE OF NONCOMPLIANCE 301 —ACTION REQUIRED 301.1 --GENERAL �O R The Building official shall inspect or cause to be inspected any building, structure a !o or portion thereof which is or may be unsafe.After the Building Official has inspect- D ed or caused to be inspected a building, structure or portion thereof and has deter /� ,h mined that such building, structure or portion thereof is unsafe,he shall initiate pro- C� Y ceedings to cause the abatement of the unsafe condition by repair,vacation or demo- lition or combination thereof. 302—NOTICE 306 GENERAL REOUIRENENTS FOR THE EXTERIOR AND INTERIOR OF STRUCTURES 305.1 Foundation i The building foundation system shall be maintained in a safe manner and capable of supporting the load which normal use may cause to be placed thereon. 305.2 Exterior walls 1-f� °S `(`S f Every exterior wall shalt be free of holes, breaks, loose or rotting boards C / or timbers, and any other conditions which might admit rain, or dampness to the interior portions of the walls or to the occupied spaces of the building. All siding material shall be kept in repair. 305.3 Roofs 305.3.1 Roofs shall be structurally sound and maintained in a safe manner and have no defects which might admit rain or cause dampness in the walls or interior portion of the building. 305.3.2 All portions,additions or sections of a roof including,but not limited to. the fascia, eave, soffit, sheathing. rafter tail. barge rafter, vent screening, gutter, downspout, roof jack, lead or metal flashing, shall be complete with all trim strips, moldings, brackets, braces and supports in accordance with common building practices. No item shall display signs of deterioration,abuse or improper installation that could be construed to affect the purpose se that item or cause damage to the immediate area or roof structure, that of could allow dampness or admit rain to the interior of that building. 305.4 Mans Of Egraw Every dwelling unit shall have safe, unobstructed means of egress with minimum ceiling height of 7 ft (2134 mm) leading to a safe and open space at ground level. Stairs shall have a minimum head room of 6 ft 8 in (2032 mm). 305.5 Stairs, Porchn And Appurtenanove Every inside and outside stair, porch and any appurtenance thereto shall be safe to use and capable of supporting the load that normal use may t ' cause to be placed thereon and shall be kept in sound condition and good repair. 305.6 Projee ws R"kW Protective railings shall be required on any unenclosed structure over 30 inches (762 mm) above the ground level or on any steps containing four risers or more. 305.7 Windows Every window shall be substantially weathertight,watertight and rodentproof, and shall be kept in sound working condition and good repair. ``• aa�stee:.sa.,aa, , (D � y �t9�w N �� v►`{ ,CN.; � gwJ►!D ?•01tC �W� R7 a�F �c�o �j�jyn c^ = g ?C_ 8gv �g + v m -+g. � Q v�"A O,»v fDOSL-(AAozpyy"'W`� r, CA. GL SL � ` SL cti ° o� �eV � Q : gig Q � $..w °. _"j Q a igp - Q� � o O < O KT C p a �az. X p. 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N (0pm�p O $ o c9ee it a rvO tAee > 00 OA G F 1 s s ? _ _ _ 018 An � � 4 9- us COL n mr 37� ' ID 01 _ � e2O av wa.. cpm '^ � IA 0 2 N S 3 - 3' eo a - a na 2vo3o nn � m�.. � ^• m ma.as A 'fywA $ 6S —_ �. _ o> > O °' Qc CL ? y motb ..ay N N Olit O $ :_g o O +v 111 OR o40 SL rt SL3� Ng � m � lip 06 is, CL-< N _ _ v - -5 06 06 :r POCLSr N fp N N i wN C •� •dam CL i O c �i N A y QQ m( ge� _ a ZZZ it '02 O or CQQa .7SL N p IA � m w 7 CC1 acv tD i N O �j C q Ste• Cin O N ziS G [ Ai A N $ 4 4etcIm v 06 f9 SL A aa g 4t a?N_ - � A A •' wr 7 » �N N N�. N "�}' OCD 7 N a -6t Ogg O w C O _� �g` w al /0 Ol C IA Oa N 6f C A •�3' ^•N A { '� _.Q C O n 4 j QC M j nj 7 rD y+ !4y 3 �T a O m F m C p' j A wJ N t AIVTFC`,i,: OCEAN cojq.s TA + ,, •�:yi•. r -.yts' of .+i�l• ,'i.,? ,�.,. ��,, r.s ct Air r + ` • �I .. - � SflAi01L '110AD ^• '. y' oY G F .. � � i17i•• sy STATE OF FLORIDA DEPARTMENT OF NATURAL RESOURCES DUVAL COUNTY COASTAL CONSTRUCTION CONTROL LINE SCALE 1Q PUT �� i Ilk DWI 4 . � � OCEAN ' � ��•r iC• �•rr r r ,... .s-._;,y, �S� n•„��r. ..q.r w'«..;.1•'Y'.s".. �iu.r..r .r z.,.r...y wA;' 7 *• � ' t `ter' • �.• .,, STATE( ,FLORIDA DEPARTMENT OF N TURAL,RESOURCES DUVAL OUNTY COASTAL CONSTRUCTION CONTROL LINE SCj LE p � �M cqe rccr QCFAN :. f.• _, -- - • +f.+.r. •:.a-�+.. •.ty+v*..-. ;.rw+16ttNer. -e.o.lnr.r qp..', �.+'�'..► �� ;:{.'' ,e:� ,�' t'o � t•h��1�� + {+�. �� ,�. a �, ♦. 1' 11 ftw, 410 STATE OFF R/DA DEPARTMENT OF NAT RESOURCES •DUVAL C LINTY COASTAL CONSTRUCII N CONTROL LINE SCALE .«, t CITY OF ATLANTIC BEACH FAIL$TRAnSMMMOn so FOLLOV TO- Lori L. Robinson, Claim SpecialistF x#. 260-7308 FROM Don.C. Ford, Building Official APAGES• 7 DTE: 1/23/95 (TO FOLLOW) MESSAGE: 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 1233-5445 TELEPHONE(904)247- FAX(904)247-5805 i3 i- 2475805 CITY HALL ATL BCH TEL No . 2475805 Feb 28 ,95 14 :05 No .005 P .01 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : • r Address: Phone t70O-0 � Y Lot #. alc block or unit # Subdivision: I 0f-uChe Contractor: State License # Address: g70r1 �Z It d- Phone No: 90q- -"757- 7311 Describe work to be done: O Present use of building: e-S Valuation of Proposed Construction: Proposed use: Is this an addition? If yea, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled?� New electrical (or increase)? New plumbing fixtures? New fireplace? „New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, SNERQY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER 19 CONTRACTOR. Signature OWNER: Date; Signature CONTRACTOR• �' Date: - r License Supplied: Liability Insurance: Worker's Compensation Insurance: 08788 DIEPARTMENT OF B IL©IN$' CITY OF ATLANTIC BEACH P I N ION --------- LOCATI CE I N ORMAT I ON rim Ad drossEA OAFS IttIVE rmf t y, �: " ?I LIt I 1�T`)I AN RXACH, T LORIIIA 2 z 1 i ark: BIM.OVI11 _- _.» LEOAL DUCRIP'TION C6fjj tkP ", Lot : pok V5 Section: f� t3 t1 l " rE �, " 1t y NUS, 0 *v eI Ixng$ ;Cadet. f): Su bdivision:#-,. $ELVA NARINA UNIT 8 *�+ a u, eC 'Oo �}}yam yv +�y (y(y' oat Total 1p-oss ;; art urit A , � � t�,.40 3/ 15' RIIk t3VAL OF STRUCTURE, INC t3l43 Nf SLAB S tOUNDATIONS �b -s +p yy g�ry OtlacAmION, FIRS , E 47 fir."�i"°2,mvH•` ,i�k�tR .+ W •V V` i . r gy pyMryt }yds $11 -00 ACHr F`LOR tIC PER a $ 0th j 1�,w6' .�` ,9Ft,.6 I�r �, ��ra. ,''C ,i#r .dye yj�, ryk iyr}we �2 J j I � , GASB, r R. + Y6 t 0 R u d RADON A 5i $ .00 ` p y�y��gY Name! L I NO C AN'�' CAPITAL H OVE. 0.00 b 4bIflP^/rt� x. r �,b5 SGtak0u^' PSM + +a+Y+-"�Cw,wo.srtu'Sm+MB�'ewanakL>vws•xssveue"u*tJ; .,ri, xp;Mb L4 RIDA CODS 'C, NNECTION $0.00 Type* SEC I P C"Ir" FXL $0.00 CONST 'SURCHARGE" yi A3%.c�re,,G,m„r..t�;w^rier,rcu�F..�, ..><•n�.�c��.;rr�, i�`''� u r -. w u t ,Y f NgT#CE -ALL;CC�NCRE'fE FORMS ANTI FOOtINGS M ST BEJNSPECTE©BEFORIEw POURING 04''T VOID SIX MONTHS A ER DATE,OF ISSUE` l j i LDING MATERIAE.,RUBBISH AND.pESRIS FROM THIS WORK MI IST NOT MAP=P=IIV PU,BLlC SPACE,AND MUST BE C. AFIE©UP ANIS HAULED?AWAY+BY EITHER CONTRACTOR OR C NNEq ` URE +J C PLY`1� 1'TM THE �IIECM Ni.C'S � N LA1111 SAN RESULT IN E PROP'AnT`Y 1 R. A ANG"1'V�I CE F R ' E BUS ,1 1 1 1 'i t3VEl 1El TS" t . I LJED ACCORDING TO APROVED PLANS WHICH ARE PART F TWIS PERMIt AND SU8j'ECT TO ION,FOR ,, E TION t)F AioLICABL 1 PROVISIONS OF LAW. } A NIC BEACH U (NG f; 00{ { � 3Y 3 R I i CITY OF ATLANTI BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: ell BUILDING CONTRACTOR: PLUMBING CONTRACTOR David Gray Plurr binge Inc. CFC 022586 AND ADDRESS: ./ 436 utC TELEPHONE NUMBER: 9af 94W4-7AfZ- STATE LICENSE NO: CFC 022586 436 TYPE OF BUILDING: r TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS _WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHERi,12G& TOTAL FIXTURE COUNT:_ x $3.50 + $15.00 = $ ------------------------------------ --------------------------- INSTALLATION OF PLUMBING AND FIXTURE13 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 SEWER CONNECTIONS MUST BE CALLED INTC PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP (904) 247-5834 y `VILLI A H1S & r8 ►c� M I P �1M T. M T /�1Ssoc. r� A. 61►rtr 110. ro'N'rt AMA BEACH, PWRIDA Mon' o LOULAt@tl 6Y_Wh 'Tr.Ma,-�.� ;At,. 1 0 4tokGD by � bATi: O ALf_ F" ...................................... ..»_...,,n....._....... .. .............................. ...... . .. ...... ....... ._..............._w...........x....».....x._........ « ..... ... ..+....-................. .. [-... . ..... ..... _..... ........�..................... ..... .. ................ »...»................ + .n... _.... 1 ..... ........ i��0 �..._.....•.. ............... .... ......... __.....:».n.:..::..:.:. ...._................... ............ ... ......... .... ..:..... .........................4 .........x„ .. ...............................:....... ..:._.... 11 I ............. ................ ........................ ........... ...... .. • •• _._ L I .......r.... ,� r ...•...._......• _.•. ....x..... Lu ..... .........».. .. owl ..... ». r ... ......•............ •_•:.... .•.A. ....�...... .... ..... ..... _ ..... .• .....n.»... ... �j{. wn. _._....... N 1 ................. ..:.... Al ... ��-�. .. ' ........�.. ....................... «.._. . » ' ._. ...._ ._ ._... ..._ •. �Ii t t x ....:...........................,. ........ .......... ............,» 1 ... 1� �1 ! w 1 .. .... U ^ } ..... ....... x..... � I ...................... ....r..:..... ...:. _..._:..._ .. ......x................... ....... ....................._.. !�, ? ............_......I............. _.... .._......._.............................._ .................... ....................... 1. ................:....... «_ L 1 .... ... ... n... ... ............ .............. _.. .t�I ....�..;. .. :a. ......... ................. I. .... ........ ....... ' ,. . x. ............................ ��y7^' r , I -_._. IR? _-' WILLIAM T. MATHIS & ASSO J - _ .. ._:. �'• b. tlOX 914trrr alc3 roNr ftb A MACHO ftwltm l bH2 a Lcut_AT�b f>v T' Wis. d ital tl bY. bI1T�' ' 6 nt ! ................................. .......... ................ _.__ Li k-'�!.......%'�JV...................... , It. .... _.. .........................t..................... O i 1'4w . ..........•........................................................... .... ....... / .... ..... ..... ...... ...... .................. w .......... • j .... ......_....:..........._ . _.. �•. ................... _._...............:............... ....._....... ......................... —. _.......................�........ �. /Z ti ri x $ .. ........... ........... ..... ........... ........... 1 ,: 1 Wr .:: ........................... a..............:......:......«:.....:::::.. ............... 1 ........................I..... _. _ . .......... .......•...�.«...«w,.. .....................•............... ... .... ... _...�.. . I..."....................I' .............................. .... ......... . ... .......... .......................................... �r ........... ...... .. 1 i L .... .. ......... , t ............ WILLIAM TMATMIS & ASSOC iGi=T wo ._...... P,, 0. COX 914 a L9t11.¢Trnn W ^._T t '.: S DnlE PON•i'E VEDRA' BEACH, FLORIDA 32082 _ - _-- bnTE . ... _...... „ ...... „...„ ._._„....,„ .»„,.„„ „„„__„„,„,.• •..•........•.....•................ ..._. „ „ I ...:.,.„„„ ..,_,. TABLE 1206.1 ...... VELOCITY P ESSUAE q IN POUNDS PER SQUARE MOT -••••"........... Fastest Mlle Wind Velaalty I Miles pct hour (from flgure 1206.1 _ ........._........". 70 80 90 100 110 '120 130 6 1.0.3 13.4 1.7.0 21.0 25.4^ 30.2 35,5 LL 16 10.5 13.7 17.3 21.4 25.0 30.8 36.2 .........•....•.............. 17 10.7 13,9 17.6 21.8 26.3 31.3 36.8 M c „.._."„... X 18 10.8 14.2 17,9 22.1 2P.8 31.9 37.4 -- .�-.�-•._........„„___.. 19 11.0 14.4 18.2 22.5 27.2 32.4 38.0 rn 20 11.2 14.0 18.5, 22.8 Ir.6 32.8 38,5 T .........".•.^ N 22 11,6 15.0 . . . 19,0 23.4 28.3 33.7 39.8 _..... .......,:„„ 24 11.8 15.4 19.6 24.0 2_9,1 34.6 40.6 M„ 26 12,0 15.7 19.9 24.6 29,7 35.4 41.5 28 12,3 16,1 20,3 25.1 30.4 36,1 42.4 12.5 .„„."...� • ctl 30 16.4 20.7 25.6 31.0 36.9 43.3 35 13.1 17.1 21,7 26.8 32.4 38.5 45.2 40 13.6 17.8 22,5 27,8 33,6 40.0 47,0 45 14,1 118.4 233 28.7 34.8 41,4 .48.6 60 14.6 19.0 24.0 29.6 35,8 423 50.1 66 14,9 19.5 24.7 30.4 36.8, 43.8 51.4 __............................•.:•.....,, 80 16,3 20.0 25.3 31.2 37A 44.9 52.7 q paf=0.00256 V:(H/30ff1 V e Fastest mile wind velocity in miles pet,hour determined frolil Figure 1206,1 _ *H = Meari height of the roof or 15 feet whichevel is greater. The cave height may •.••.................. be substituted for the mean roof height 11 if the inriination of the roof is not more than 10°. A single value of q ie used for tile entire building. M.., I .. .�.. .. I' . ' 1 i M . _..,... _„..._....•_......... j. ................................ ...... ............. i.................... WILLIAM T. MATHIS & ASSOC. P.A. t PON rE ".RRA BEACH, FLORIDA 32092 cA�ouLntan sv._JY ADA { onTa G CN CKNO BY _ WIN e0 LB i t.L: ♦rZZ+ r —�- ......................................................_....................:.......__ ............................................... ........................... ... ..... ._... ... .... ...-. ...�. ..... :..............:. ..:.................................1 ................._................ .........,....:..i.............i,......:...1.......... ...�.. I •t 1"A -$W{ N�p�yk* i//6„M,�MO NK vim r ':N�1N a;t�: ratter I f �h Y�. �li r to two p1.8t0S 11•'9R� J� ' S Pelt pendind n., forrtuotba snd,brtlsrrl,' g ?' �..•„ ,�� I� ,l Deslglned to btovlda wind and selemlo ties for truesHa snd r0ofe This varsatils Tins Is also used for general tie purposes, etrongbool attachments, and as all-purpose tie where one member orosses an 9 Ince '•�� ,� ,,.{!� other. I-13 flea are packed with equal quantity of fights-and lefts. Table 41 M OEL MAT. FASTBNfiII 11011EOULN (,O.B4O,LOAD QALY. To Rafter To Plates To 8tude ROOF WWI •.q >jo t� I �� lift, 4 8d 4-8d 0 520 i2 18 lie. 5-8d', '0 _ ON 870 i 2.5 18 ga, 5.8d. 4 to -8d 4 to HT a70 ', '. . . ,i s t�••�l�` 2 'r., 13 14 ga. 4.8d _ 4-8d fl 805 f12 J tt2•G API+ OVHD—Oee neeearofl heoommendallon No.1211 of thtl r . Inter Iallonal Oonferenae o ulldln0 oillolale (Uniform aull3lnd Cbdo 'fit 1109 the eamo lateral value se the 01ven uplift value.' ......... ........................................ ................................................. ........... THI TS DIF I....N.........0....PL.....F, .......W....�rX.......T fir.. co..s... A.......c-...N`S.., ..�Cm....p................._......_........_................_.._..........._ _ ...._...._._._... 11T R.... T, ,I, O ......I .0 T.v .... OR 1 j. t7.._... PI ..... R R IR � NT Deur.•. .... ... .. . .� . . � .... ,�(�M... MA W. S IL tI f S. AL ...... r LAI EG ...... O.r...l....'�.._ 57.. ....... ...... ..... .... .,.. ._....._. L ....... ... ...... . . _ .;..E.... I ....... ........._.......� j........... I i v Jog- !'" JOB-12111 !3`! —as M/H rS141„j 6I"VW � 1 WILLIAM T. MATHIS & ASSOC. P.A. aHEE T hrD..__..............�__.__.._..---_--�-._-._ or _ P. 0, BOX 914, cALc LATED eV_ W r T, h"W�DATE PANTE VEDRk.BEACHr FLORIDA 32082 cHEcii ED DY.. ______..__....__... DATE soAJL _ 1 'F'�•" , TRUSS HOLD DOWN STRAP, (SANIB L) nz-x.J3" f • 18 ga. Hot Dipped Galvanized Steel f �'l { • Provides additional or increased resistance to wind uplift 1 required by Coastal Building Zone Code. f * A fast, economical tie to secure rafters and trusses to wall studs, top plates and concrete tie beams. — • Dade County Approved FASTENINGS IN WOOD') -_IH!D 2X 2x's 10-16d 1271 lbs. r HD 2-2X Double 2x's 8-16d _ 1304 Ib s. ,. FASTENINGS IN CONCRETEI'!_ 3 HD 2X 2x's8 NK or DN 1271 lbs. ter" HD 2-2X Double 2x's 8 NK or DN 1543 lbs. (1) The number of nails In'the table above may be reduced for lower loadin tp^ conditions In accordance with the National Desrgo Specifications, Table 3.8C, (2) Concrete Fastener Capacities are based on HILTI fastening systems power actuated fasteners. Capacities for other systems manufacturers may vary. The number of fasteners required may be reduced In accordance with the -- fastener manufacturers recommendations for lower loading applications. ,1 ex . i Conorets TN 9eein L f : Slud W nil } iWtaai .• ..E - Wqod Application Concrete Appll66tion Note, Trui s Hangers Are not shown for clarity, i MASONRY- CHAPTER 2 207 ROOF SYSTEMS 207.1 RAFTER-JOIST FRAMING SYSTEMS. 207.1.1 Rafters shall be Group II species lumber and shall be sized in accordance with NFoPA's Span Tables for Joists and Rafters using accepted dead and live load conditions. Spacing shall be 24' o.c. maximum. 207.1.2 Substitutions: Where a specific species and grade is given in tables in this Standard, a species and grade with equivalent or greater design values shall be permitted. Design values contained in Design Values for Wood Construction, a supplement to the National Design Specification for Wood Construction, shall be used to determine equivalency of substituted material. 207.1.3 Ridge Board: A ridge board is required for rafters, The ridge board shall be 2-inch nominal and not less than the cut depth of the rafter. The rafters shall be placed directly opposite each other. 207.1.4 Collar Beams: A 1 x6 collar beam shall be nailed in the upper third of the roof to every third pair of rafters. Notches and holes shall be in accordance with Section 1708.1.8, Standard Building Code. 207.2 TRUSS FRAMING SYSTEMS. 207.2.1 Trusses shall be designed in accordance with the TPI Design Specification for Metal Plate Connected Wood Trusses. 207.2.2 Parallel chord roof trusses shall be in accordance with TPI Design Specifications for Metal Plate Connected Parallel Chord Wood trusses. 207.2.3 Truss design submittals shall indicate design wind speed, height above ground, and amount of uplift at bearings. 207.2.4 Truss Spacing: Metal plate connected wood trusses shall be spaced no more than 24 inches on center and designed for live loads and wind loads for an enclosed building based on Section 1205 of the Standard Building Code. 207.2.5 Girder trusses shall be designed to function also as drag struts. Truss design submittals and erection instructions shall show both uplift and lateral connection load requirements at ends of girder truss. 207.26 Top chords of trusses shall be of Group II species lumber. 207.2.7 Hipped Roofs: Where trusses are used to form a hipped roof, a step-down hip system shall be used. See Figure 207K. 207.3 ROOF SHEATHING. 207.3.1 Roof sheathing shall be 15/32-inch Exposure 1 C-D sheathing grade plywood (wood structural panels), 1/2-inch 2-M-W or 2-M-3 particleboard, or better. The sheathing shall be installed in accordance with Figure 207A. Long dimension shall be perpendicular to framing and end joints shall be staggered. 207.3.2 Sheathing shall be fastened to roof framing with 8d common or 8d hot dipped galvanized box nails at 6 inches o.c. at edges and 6 inches o.c. at intermediate framing except as follows. See Figure 207B for nailing zones. EXCEPTIONS: 1. Use 8d ring-shank nails for all fastening in nailing zone 3 in 110 mph wind speeds and where Group III species framing lumber is used in 100 mph wind speeds. 2. Space fasteners 4' o.c. minimum at gable endwall or gable truss. 3. Fastener spacing at intermediate supports in nailing zone 1 may be 12' o.c. in 90 mph wind speeds and where Group II species framing lumber is used in 100 mph wind zones. 4. Where stronger roof diaphragms are required. See 207.5. 48 1993 SBCCI Standard for Hurricane Resistant Residential Construction® r MASONRY- CHAPTER 2 207.4 BRACING. 207.4.1 When a gable endwall extends from the floor to the roof sheathing and is not supported by a ceiling diaphragm, endwall roof bracing shall be provided perpendicular to the rafters or trusses in the first$No rte`br tr iss.spaces at each end and shall be spaced at 4 ft maximum on center, as shown in Figure 207A. Bracing members shall be full depth of rafters or truss top chords. RAFTER / TRUSS SHFATHINO _ r � MASONRY'-CHAPTER 2 207.4 BRACING. 207.4.1 When a gable endwall extends from the floor to the roof sheathing and is not supported by a ceiling diaphragm, endwall roof bracing shall be provided perpendicular to the rafters or trusses in the first,Wo raft 4br trvss spaces at each end and shall be spaced at 4 ft maximum on,center, as shown in Figure 207A. Bracing members shall be full depth of rafters or truss top chords. RAFTER / TRUSS or SHEATHING 0 BUILDING LENGTH BLOCKING 0 48"o.c. MAX. IN FIRST 2 FRAMING SPACES A7 EACH END FIGURE 207A ROOF SHEATHING LAYOUT AND ENDWALL BRACING ROOF EDGE-----------------------------------. 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Y~W~Yr r+1 =OL O ll.r m U O �.y \ m ctmw v � ; J W Y X = LU N 8. 8 RM«¢ � ri z �Jm U Z cc a mz1f Z y ,- x ¢ J Q OF (D ma 9 w J ti HW QCL 2ti��a ` In < W 3 m ^ t„1 O mmo 3 7K S. it51K8» • = ZZ W f7z~ •r J N •N s x H �►ar N .ti h m 'NcnU 3 acw.�rw- v CID a s „ O CCQQ v Q >- 5� g� xxx z a3 cc m U < :,, .«azoz L NNN H rmz U 1 Q riR oom (n ■ UH J 0 w w x ti V L cz:X3c m Xam Erj .6 � b�� V) v+CL D8 om ¢ a 1 a $� 1 LO Ea fib 14 0' 14 al V � Ev CO FG- 14•o' ro O� r F6 6 �4• 14,0 14 c' $Rl B RL 0 W ! 30 ►3 � 0� L K l c LVA . N , C. \Z y o F APPROVED rch' rat Co I c ittee T-Y F'E d [.�RAS AGE .............1 .... .......... .. .. DATE:- ...... . ...—, . scAo- PLo.T�a,t+. 34 sPAc3*- SS r� CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT PERMIT NO ._�/�� Date : !2- J/ Z LOCATIONj , #� LOT NO . `3 BLOCK NO.— JS5 S/D OWAIER MASTER PLUMBER_ � 6! BUILDER OR CONTRACTORBldg.Fw�� t3�,c/rs. TYPE OF BUILDING___,JD we1,1,I AJG SIh_TKS o LAVATORY_ BATH TUBS URINALS oZ CLOSETS FLOOR DRAIIvS SHOWERS I WATER HEAT ERS_L_DISHiidASHERS DISPOSALS OTHER TOTAL FIXTURES/0 '.1 . 00 NO WORK MUST BE DONE UNTIL A PERMIT HAS BEEN PROCURED PLANS AND SPECIFICATIONS must show a plan and description of the size -.and location of all the soil and vent pipes, and the number and location of all fixtures, (in accordance with Ordinance no. 188 of the City cf Atlantic Beach, Florida) must be shown on back of appli- cation and be approved by the Plumbing Inspector. DRA'�d PLAN AND SFECIFIC11TION OF ABOVE PLUMBING ON? Br CK. approved by Plumbing Inspector Date (FOR OFFICE USE ONLY) ROUGH-IN INSPECTED REYARK.S ' FINAL INSPECTION: CERTIFICATE ISSUED: 000535 k ' DEPARTMENT OF Bt 1ILDING CITY OF ATLANTIC I EACH PERMIT M"I:T I#dl ti IMA'I'ION _ .� ��,. LOCATION INFORMATION Ne + r G Acf. a I�'7 1 SEA OATS DRIVE Permit T a WEI~.I ATLANTIC BEACH, FLORIDA 3 " B" Wax k i USW ._ .. LEGAL EGAi. DE' C'R I PT ICON --- "onstr T�tp a N/A L .s I31c� k a S c: itx��s a R d il, SINGLE FAMILY Plat Bo alai Pagel 0 llirac z�s 0 Grade. 0G cll� i i +ra SEIMVA I�ARIkI! t,im t d 46100# *0 00 OWNER INFORMATION I prow. 'Co t v- $0. 00 names DAN CROWLE'Y` Teat + $10000 AJJ r owns 17121, SEA OATS DRIVE Arna � ° 10.. 00 ATLANTIC BEACH, FLORIDA 3 33 . �iJ Or � ��0411 ,jV,24/,09 Phonet (004)249-0229 �< ATER WELL, FOR IRRT ATION PURPOSES ` �4PPOICA'TTOH FEES ;^ =t TL N PE Ri" l $10. 00 !'`!��'fr? x (1 � 11 P t2�W TER IMPACT r 44 eOAS-H 40 00 � 'B R DON OAS W TER TAP rte. 00 WER TAP.. , O, 00 " H DRAULIC SHARE $0. 00 a R ' INSPECT FEE $0. 00 r � E GINEER'ING 400 -00 , Oil NOES:. l h F r f E NOTICE-ALL CONCRETE FORMS AND FOOTINGS M JSTSE INSPECTED BEFORE POUR NG PERMIT VOID SIX MONTHS AF ER DATE OF ISSUE B IL[31NG MATERIAL,RUBBISH AND D"EBRIS FROM THIS WORK UST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C -EARED UP AND HAULED AWAY BY"EITHER CONTRACTOR OR WNER. r � C FAILURE O C 3MP' WITH THE MEC NILS' LIEN LAW CAN RESULT IN r " "HE PROPERTY'OWNER PAYING TWICE OR BUILDING IMPROVEMENTS." f , ITIO I WED ALCOR©TNG TO APPROVED PLANS WHICH ARE PART F THIS PERMIT AND SUBJECT TO REVOCATION FOR LATION OF AOPLICABLE PROVISIONS OF LAW. r f iLD1N013EPARTME FF,E $10.00 APPLICATION FOR LJELL PERM CITY OF ATLANTIC 1EACH .PROPERTY O MM / Name: ,D � 4:f4 p/Z/ C,-.) /e �Z Day Phone ;251&7Z7 Addres s c Z 7 2- 2"" APPLICANT, IF OTHER THAN OWNER Name c /I/ G✓l l�l�ru-s- Address,, Day Phoneme/�/��S' Address; 13o x G 7 Zip 2 Z JOB Address or Location;Z 7 Z- 7'S Legal Description- Is well to be used for drinking purposes? &2, Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to comply with regulations stated herein: 4 2 i2fgnati Date 5983 '? DEPARTMENT OF St 1ILDING CITY OF ATLANTIC I IEACH _- PERMIT INFORMATION ------ -------- LOCATION INFORMATION Y mit Numbers ►� Acid ema€ 1723 'SEA` OATS DRIVE rai t Tye€ Alt-900 A'T�;AI 'T REACH, F QFt DA 3 : ' O -Wctark€ NEW DESC'RIFTIOH n,Atr. Ty pe€ WOOD FRA1° E Lct€ Rusk: 5cttn€ caposed Usiot SINGLE FAMILY 'TQwn 1px KNOB: 0 Dvollingo t 1 Cbdo x O Sub livi,*,iori.: .i ted Value% $0.00 1*prnv., Cost: 00.00 Tote. Fees:: 2.50 . A"SoU> s 022. 50 Wyk :Do € ROOF WITH NEW 32 SHINGLES 7� TION _ ...� APPLICATION FEES -. --- Y. I I , F"ENMLfi $22. 50 A ATS DRIVE WATER IMPACT FEE $0.00 H, FLORIDA,,-i3? E INPA FEI1 0 �F, t , � +s IRA ER O 14FORMATIbN - �.. _ RADON OAS - 5% $0. 00 Mess€ t, 0OF"I.NC 1 Kc WATER 'l�"` iF $0.00 S IS' ' ` *r :00 JAgK 1,LLZf PL 32216 HYDRAULIC SHARE $0.00 00 Type O R INSP CT FEE -A .00 4 �r�c�+r +� gyp. tEE {� ,ztHiar� na d. z" mrP:, us i^ +�xxaas� wd f 9 $OWAa NOTS' E 1 NOTICE 4-ALL CONCRETE FORMS AND FOOTINGS MU4T SE"1NSPECTED SEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE s ,LwNth MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MAST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C ARED UP ASID HAULED AWAY BYEITHER CONTRACTOR OR OWNER. 44".ALLURE -O COMPLY WITH 'THE MECHANICS! LIEN LAW CAN RESULT IN PROP ' t3' tN`ER PAYING TWICE F R BUILDINGtNPRC)YENtENTS " �tIMTII�FI IAT t 10/i l 1 ED ACCORDING TO APPROVED PLANS WHICH ARE PART Of TH15 PERMIT AND SUBJ REVOCATI ." R ATION OF-AP ICABLE PROVISIONS OF LAW. ATLANTIC HEAC?#G ILDING DEI�ARTME,I�T CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING Owner(s); 1 Address:. i `� •,� � w�l4- 15 1111'� �- �� Phone: Lot f- Block or Unit # Subdivision Contractor: Address: ` <d �� 5 �� 1? ,+ c) to Phone: a -7 State License No. G GD 4 Describe work to be done: 591 Materials to be used: j- �,��,� �,�3 ----------------- Signature OWNER: ' Date: ,_- Signature Ct7NTRACTOR:� a rU FOR OFFIC USE ONLY Date... ............ ./ CITY OF ATLANTIC BEACH Permit #..at . .... .........Fee$... .....r Valuation $..... ................... FLORIDA House # APPLICATION FOR BUILDING PERMIT ............................................................................ ............................................................................ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date..........10.11,z)�.......................................... - _bbA9)ft.k3;-M*eIephone No3q.11�.-4...+ . r. OwnerS ----------------------Addras_'3.4_5.0..&8a(..,4. .74 ------------------_---------Addres&.4.0, ---......Telephone No----------------------_---- Contractor Builder.� !;P"J. ...... ............Address------------------------------------------------------------Telephone Lot No..........3------------------------------------Block No..15-------- .......Sub Division-Sciv.11CL... ---------------Zone................ +:a_ sf-- - ---------Street---F ...Side Between--..........1.7..................................and....s4-t..'a f iAb.A._., A W. Valuation $15,A3.00......For what purpose will building be ......Type of construction..-I�..'At; .........- Dimensions of Building.-.s ...............Dimensions of Lot_..95.A.1�!,5 .............._.........Size of Footings--- ................... Size of Piers_j(:�Q--- Size of Sill's...0Q_G—qd.-e__.Greatest Sill Span in ft...........................Type Roof A-;..p--------- How will Building be Heated?.. Tf --_--------------------Will Buildin be on Solid or Filled Ground?....s_) LA.................. Size of Ceiling Joists3.........-.L.................... ...... Distance on Centers...........?A�......................... Greatest Span._.... . pf Size of Floor Joists-----------------------------------------------Distance on Centers...... ... ............................... Greatest Span------------------r.......................... of ::?)( L\tr-o", 2 + ��C) -_ c to Size of Rafters... .............I——......................------ Distance on Centers........................................ Greatest Span..___... ................................ This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance In feet from all lot-fines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 001 44 N 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel Is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. rn 8. Final inspection. F 7-7-L Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signature of Builder... ....... ........d.. Addr...Z.;La.0... ...... ......I............... top - S. ,�� _ZID.7 Signature of Owner---------.... ......... ............. . Addre=A)V,._..6(.. . ......... i I I&C 'i