Loading...
Permit 224 S Oceanwalk Dr (vault) BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 (r) APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. i ,LL �z r , , C11� -' .. LOCATION Street Address: , e4 �Cs; LC1 .„ . OF Intersecting Streets: Between BUILDING /� And Subdivision OJt�.s?(,L�1 4.r� ` �,� / a II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby ag a to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City Jacksonville ordin - nce and standards of good practice listed therein. Name of Mechanical _.LC�Wtf Contractors Contractor (Print) Master Name of ea/a. Property Owner Signature of Owner Signature of or Authorized Agent Architect or Engineer I11. GENERAL INFORMATION A ' Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Inc THIS BUILDING OR SITE? Q Gas — ❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION, ❑ Oil PERMIT (, / 95` ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO IE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form)1 Residential or ❑ Commercial Heat ❑ Space ❑ Recessid A Central 0 Root I New Building Air Conditioning: ❑ Room Central ❑ Existing Building Duct System: Material _ Thickness ❑ Replacement of existing system ,� (yam New installatio4610 system previously installed) 4 Maximum capacity c.f.m, 13 Refrigeration ❑ Extension or add•on to existing system ❑ Cooling tower: Capacity 9•P .m• ❑ Other — Specify • ❑ Fire sprinklers: Number of heads ❑ Elwator ❑ Manlift ❑ Escalator (number) ❑ Gasoline pumps —Climber) THIS SPACE FOR OFFICE USE ONLY (Received) T. (number) Remarks ❑ LPG conteinek (number) Q Unfired pressure vessel Q Eonen Permit Approved by Date ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Modal Number Manufacturer (Dons A tacy 4 ^ Q '1)1) � it f ,,► °[ ficfr-r--111-e-- , / CITY �� OF A Alt - 1r �+ 4licia Lic /each - l Office of Building Official \./ l / J / rye REQUEST FOR INSPECTION / Date / ( / ` Permit No. !F ! , Time t A.M. Received P.M. District No. Job Address Locality Owner's Name Contractor BUILDING , C ONCRETE ) ELECTRICAL PLUMBING MECHANICAL Framing ❑ Fovthig^" ❑ Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab if< Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab I CI P A K Tues. READY FOR INSPECTION Wed. Thurs. rida .? (� ? , A.M. Inspection Made J ,,[_ P.M. Inspector L U`-- ` y v Final inspection ❑ / 9 1-- --- Certificate of Occupancy Date 0 4LO = 1.- sfr T il-P tot t P s 1 0/ � cJ i°�L y t. t� * . 411cattic Beac4-11aftda Office of Building Official REQUEST FOR INSPECTION Date I/ 5 p� Permit No. t � ✓ Time A.M. District No. Received P.M. Job Address Locality r N O Contractor �' "i ` —mil � Name BUILDING CONCRETE ELECTRICAL • BING ) MECHA AL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Alr. Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out Heating q _ Fire Place ❑ Lintel ❑ 14 `' "" Pre Fab REA •Y FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made Ain Inspector IIIIIIK Final Inspection ❑ Certificate of Occupancy Date CITY OF y4lla#stic i eac 4 - Acloitida / Office of Building Official 2 e7 Q REQUEST FOR INSPECTION / 7/ Date a—/4 - G z_.__ Permit No. (9 J Time ‘71° A . M. District No. Received nn - y C . .... L � 0.... .A o�C Job Address Locality Owner's Na v Contractor ���1J11 �Z P T BUI DING ELECTRICAL PLUMBING MECHANICAL ❑ Footing Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab 0 Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION / 4 Mon. Tues. Wed. Thurs. / ` .,�' A.M. Inspection Made 7 ✓'^ P.M. Inspector / -2-- Final inspection ❑ C l \J y Certificate of Occupancy Date CI 0 .--- . CITY OF r4, t�j Beach-1101'k Office of Building Official REQUEST FOR INSPECTION Date ,5` . 3 Time 7 Permit No. CJ/ Received /� 3 A.M. P.M. District No. a Vy t'iC a. 1- --' -i j ',A: ( /S', Job Add ss / /f /% / //) // �i Loca y Owner's Name s / `r i +s c- % eft -' Cs"c� )_e Lam? - >_' _ iL_ Contractor B NG CONCRETE E RICAL PL a RING Fr� ❑ Footing ❑ amin� ❑ Rough M ANICAL min "ou.h Wiri . g ❑ Slab ❑ Temp Pole ❑ g ❑ Re op Out Lintel ❑ ❑ Fire Place ❑ READY FOR INSPEUDitk Pre Fab Mon. Tues. Wed. A Thurs.) �- ) �p�' Inspection Made — , Ce- — Inspector Final Inspection ❑ Certificate of Occupancy Date 308.9 Clothes Dryer 308.9.1 Exhaust ducts serving clothes dryers shall comply with the followir► e 1. Ducts shall not he connected to a vent connector, ;;as vent chimney, crawl space, attic or other similar concealed space:. 2. Duct joints shall not he assembled with sheet metal serews or other fastening means which extend into the duct. 3. Each joint shall be reasonably sealed with noncombustible material. 4. The size and limitations to the length of the exhaust duct shall conform to the manufacturer's installation instructions. 308.9.2 Exhaust ducts serving residential type clothes dryers shall be of a material designed constructed and recommended by the manufacturer for this service. 308.9.3 Residential dryer exhaust ducts which are not designed for a specific dryer shall be constructed of minimum 0.0I57 -inch (30 ga) galvanized steel or other noncombustible material of equivalent strength and corrosion resistance. The ducts shall have smooth interior finish with joints running in the direction of the air flow. Minimum size of the exhaust duct shall he 4 inches ID. The maximum length shall not exceed 25 ft from dryer location to wall or roof cap. There shall be a deduction of 2 1/2 ft for each 45° bend and 5 ft for each 9Q° bend. 308.9.3.1 The wall or roof cap shall be nonscreened with hack draft damper and minimum size of 4 inches. The entire exhaust system shall be insulated from all combustible materials and shall be properly secured in place:. 308.9.4 Exhaust ducts serving commercial type clothes dryers shall be constructed of a material .equivalent in strength and corrosion resistance to minimum 0.0217 -inch (26 ga) galvanized steel. Ducts shall have a minimum clearance of 6 inches to combustible materials. Clearance to combustible materials may be reduced provided the combustible material is protected in accordance with Table 303.8. 308.10 Tire Rebuilding Or Recapping 308.10.1 Each room where rubber cement is used or mixed, or flammable or combustible solvents are applied, shall be ventilated in accordance with the applicable provisions of NFiPA 91. 308.10.2 Each buffing machine shall be connected to a dust collecting system which prevents the accumulation of the dust produced by the buffing . process. The system shall discharge the dust to a suitable container. The system and the container shall be cleaned at frequent intervals. 309 SOLAR ENERGY UTILIZATION 309.1 General 309.1.1 This section includes provisions for minimum safe requirements for the construction, installation, alteration and repair of all equipment and systems utilizing solar energy intended to provide energy for space heating, cooling, hot water heating, swimming pool heating or process heating or cooling. Since solar systems are still in the research and development 82 Standard Mechanical al C odr MXJ1 1706.7 Plank- And -Seam Framing 1706.7.1 Beams supporting plank floors shall not exceed the limitations set forth in 1706.2. 1706.7.2 The allowable span for 2 -inch planks shall be determined in accordance with 1701.2 or 1701.3.1. 1706.8 Floor Framing To Masonry Walls Wood floor construction which rests on masonry walls shall be anchored thereto in accordance with 1408.3. 1706.9 Stair Framing 1706.9.1 Stair framing shall be supported adequately on floor framing or on walls or partitions. 1706.9.2 Except in public stairs where the number and size of stringers shall be determined by engineering analysis, two rough stringers shall be provided for each set of stairs, cut to receive finish treads and risers of uniform width and height. 1706.9.3 Unless stringers are supported on walls or partitions, the minimum effective depth at each notch shall be not less than 3 1/2 inches (927 mm). 1707 VERTICAL FRAMING 1707.1 Exterior Wall Framing 1707.1.1 Studs in one - and -two story buildings shall be not less than 2x4 with the wide face perpendicular to wall. In three -story buildings, studs in first story shall be not less than 3x4 or 2x6. Studs shall be spaced not more than the following: Stud Lateral Unsupported ceiling Supporting roof and Supporting 1 floor Supporting 2 floors S tu Stud Height only roof and calling roof and ceiling (in) (In) (In) ► 2x4 10 24 16 �� - -- ----- 3x4 10 24 24 16 2x5 10 24 24 2x6 10 24 24 16 1707.1.2 Utility grade studs shall not be spaced more than 16 inches (407 min) on center, support more than a roof and ceiling and exceed 8 ft (2438 mm) in height for exterior load bearing walls. 1707.1.3 Heights listed in 1707.1.1 are distances between points of horizontal lateral support placed perpendicular to the plane of the wall. Heights may be increased where justified by analysis. 1707.1.4 Where floor trusses, floor joists or roof trusses are spaced more than 16 inches (407 mm) on center and the bearing studs are spaced 24 418 Standard Budding Code/01991 ,.fie m Z Cn 37 07 37 "Z (n DU (!I 31 Xi f #3 t . . 3 O O Q ro O (7 p tD O to �' 0 �° j A co t O O O m �_ IV N N NN NNtV N NNNN NNN NNNN a D NN h1N h i NNNNN NNNNN NNNhI h) N O0;0)4. NOm - Go A X fC :•t NO -A N O N O Cr) A J i 1 C r m ID Qjf Q q o � ��QQ 7) 9° W C 46 C o W 3OcO G Jco ( WOUDN 7 W co V a • CA ( t� -4 W 1 0 1U i -•' - t. 54 Sn -W ' Cn 71 A .7 9'CP 9° l i 8 14 711 -+ un c, 4auo 3 Cll T 0 os ® - + CP � CD -, 4 CA W V W iC N i[ (CACA CA Q 0cn -+ Q cr 111 . + TI 3 cpo {. (,i+glcobli. gfgfYfYf It ItItItw v t g ab g g QwvTGf 13 gi 0 A i O1 flt 33 n CD � 0 -' Ch 6 i i 9t •( ..,. e�pp V � ( A W 9° V of qqs� t of t j c p � ,� A II C) » o ca NfT{A co� � 01 (0 -1 rn _4 c5f 9� 6 l i . NVco �' i i W N - r � g t i gq1� 0AaW m - 1 (no O� VC1 (J� A p 4' Vi" II g w N '°+ �sl b.. 1 v�1 C a -4 gf -4 w w w - 4 - 4 C ' a G a (o (nca la o � *A - n "' 0 ,c2 nii ii. • :1 of tip pf cp -.4-s012 4 54 Sn � 54 3 ! cb T 9 ° 9 ! . 7 Cn �1tn _ I D 9 ° 3 4 Z i! 9° V SA 3 �. do � -+ vv ..4 O O r 0 CD i■(T r -:N W -+bN W -• bN � 4W N O Ih i+ P.1W A p (11 0D r r O� to (ft 4 4- Qf Q� (� A A Qo V [rf (�J� •,�. � 21 7 I j � i 1 � � � � � Av. . i a 0 -�OWtg ofV22g V V(ti QjCD N . % l!'g-: , , i 0 , • . IN , , , • i a f i I MIIIMU • . • • 4 A/4/' /e,ew - � <...• , . CITY OF XJ. I " j'4tieattt 'e dd - 9��LGdd F 1200 SANDPIPER LANE 4 ATLANTIC BEACH, FLORIDA 32233 -4381 TELEPHONE (904) 247 -5834 'WI' FAX (904) 247 -5843 December 4, 1997 Mr. Gary A. Abbey, E.I. Project Manager Connelly & Wicker, Inc. 1711 South 5th Street Jacksonville Beach, Florida 32250 Re: Utset Residence Retaining Wall #224 Oceanwalk Drive South Dear Mr. Abbey: We have reviewed the information submitted on the subject project and hereby approve the swale redesign, sketches and notes for the retaining wall. We recommend that the tie rods and nails be stainless steel (not hot -dip galvanized) and the require that piles be augured (not driven). We will require 48 -hours advance notice of construction in order that inspections(s) may be arranged and an as -built drawing upon completion of construction. Thank you and Dr. Utset for your cooperation and if we may be of further assistance please call. Sincerely, Robert S. Kosoy, P.E. Director of Public Works Enclosure - Set of Approved Plans cc: File: Streets - Oceanwalk i IA PROFESSIONALS: ROBERT D. CONNELLY, P.E. H. PARKER HOWARD, P.E. JOHN N. LEWIS, .E. WILLIAM H. . MA HONEY, P.E. DUANE R. MERRELL. P.E. BARDIA NEZHATI, P.E. Connelly & Wicker Inc. RICHARD C.WELC RICHARD C. WELCH, P.E. MARVIN L WICKER, P.E. Consulting Engineers November 20, 1997 Mr. Bob Kosoy, P.E. Director of Public Works City of Atlantic Beach 1200 Sandpiper Lane RECEIVED Atlantic Beach, Florida 32233 NOV 2 1 1997 Re: Utset Residence Retaining Wall CWI Project No. 9701 -00 PUBLIC WORKS Dear Mr. Kosoy: Enclosed please find three (3) copies of the following information for your review and approval: 1. Swale design spreadsheets showing the before and after conditions. 2. Sketch showing proposed location of retaining wall relative to the existing ditch and house. 3. Sketch of retaining wall elements. 4. Notes for contractor specifications. 5. Design calculations for retaining wall. I have reviewed the drainage plans for the Oceanwalk Subdivision prepared by ET &M and the Stormwater Master Plan prepared by CH2M -Hill. Based on this review, our site observation and calculations, it does not appear that the proposed retaining wall will have any significant adverse impact on the function of the ditch or adjacent properties. Please call me if you have any questions. Sincerely, OF ATLANTIC g DEPARTMENT OF p M 4834 �� 1200 Sandp$per 1Rf h IC • tl CITY antic Beac t, R • Gary A. Abbey, E.I. eview a Shop v• - design concept a iN w d etch, P.E. responsibility for C �� Project Manager Document t no or f►om Drawings or semplas air 4/. M .. 9) measurements, field 8nd yet - r� pd GAA/plh sample w m the w �lb NO Shop D ° g "�+ MID tw*seethe mai cc: George Worley ❑ so exception John Cook j exceptions n ■ 48 4 � By � � l:�TV7o> o\rxiti�.WPD i�ele i q 1711 SOUTH 5TH STREET • JACKSONVILLE BEACH, FLORIDA 32250 • 904/249 -7995 • FAX 904/241 -1126 P. O. BOX 51343 • JACKSONVILLE BEACH, FLORIDA 32240 -1343 DESTIN, FLORIDA • CASHIERS, NORTH CAROLINA r Y T Connelly & Wicker Inc. L 9 Engineers ineers 9 Swale Design Based on Mannings Equation Project Name: Utset residence before retaining wall Location: Rear lot drainage ditch Project No.: 9701 -00 By : GAA Date: 18- Nov -97 Page : 1 of 2 N Depth of Bottom Slope Left SS Right SS Flow Width ( %) X:1 X:1 0.03 3.00 16.00 0.100 2.0 2.0 DITCH DESIGN TOP OF BANK ELEVATION = 9.00 DITCH BOTTOM ELEVATION = 5.00 TOTAL DEPTH OF DITCH = 4.00 ft TOTAL TOP WIDTH OF DITCH = 32.00 ft BOTTOM WIDTH OF DITCH = 16.00 ft RESULTS TOTAL FLOW IN DITCH = 177.2 cfs VELOCITY OF FLOW = 2.7 fps FREE BOARD AVAILABLE = 1.00 ft FORMULA 1.486 FLOW: Q= (R) ^213 • (S) ^1/2 *A n X- SECTION AREA OF DITCH "A" = 66.00 sq ft WETTED PERIMETER "P" = 29.42 ft HYDRAULIC RADIUS R = A/P = 2.24 ft TYPICAL SECTION 14 32.0 ►1 TOP OF BANK ELEV. = 9.00 WATER ELEV. = 8.00 2 BOTTOM ELEVATION = 5.00 —Nod 16.0 k / //x /97 r40 Connelly & Wicker Inc. 9 g Consultin En ineers Swale Design Based on Mannings Equation Project Name: Utset residence after retaining wall Location: Rear lot drainage ditch Project No.: 9701 -00 By : GAA Date: 18- Nov -97 Page : 2 of 2 N Depth of Bottom Slope Left SS Right SS Flow Width ( %) X:1 X:1 0.03 3.00 18.00 0.108 2.0 0.0 DITCH DESIGN TOP OF BANK ELEVATION = 9.00 DITCH BOTTOM ELEVATION = 5.00 TOTAL DEPTH OF DITCH = 4.00 ft TOTAL TOP WIDTH OF DITCH = 26.00 ft BOTTOM WIDTH OF DITCH = 18.00 ft RESULTS TOTAL FLOW IN DITCH = 177.3 cfs VELOCITY OF FLOW = 2.8 fps FREE BOARD AVAILABLE = 1.00 ft FORMULA 1.486 FLOW: Q= — (R) ^213 * (S) ^1/2 *A n X- SECTION AREA OF DITCH "A" = 63.00 sq ft WETTED PERIMETER "P" = 27.71 ft HYDRAULIC RADIUS R = NP = 2.27 ft TYPICAL SECTION 1 26.0 I TOP OF BANK ELEV. = 9.00 WATER ELEV. = 8.00 2 BOTTOM ELEVATION = 5.00 18.0 141— /// 9 OC CAA] WALK DRIVE SOUTH (A v4Rl4Bc.c RAJ) W t. r L A/. 85 °/4 "W 80.00 ' ' O . : 143.: ' 14.0' ����J CITY OF 8.00' ∎`,g yy. . O S I f,�. • • • I JAGKSONV, _E 0' • D •: .: S C'71ON 9 �� ',. I c o� { f � AT. AA/T /< 8 rA �n <F�P T) m1 o l o N Y:,r, L I - S � " ' : ' b. r ti .'r a 2 I rw 35'B.Q +'�� � ni c . .. ., O .. Y 1- o /5; -rn - t 0 3 - 61 0 ,. 1,1 4 � s A i � N - 'z 1/ /V' Aev, w • u N 0 I / u N G3" et ^ Co 0 . 0 N. X 91 C 1 ■ n �{, ti � `', m w 0 0= 0 10 — c (n 11� b . y A N 0 0 N t - a A I p A O _ p N^ O G /I m � < n1 70 p A N Z rn I � . O 9 e c 1 0, o Z ro \ 1 tr O C p 0 = ri I 'A Cn I ' `� Ty N 0. N N 0 l ONI /3.5' w .m y m a -, S a N y � t � .:/ N I W e = " t� Q M N n 4. 5. . .,.,is_ ... 4 5 A ILO AtrA I 1 N. oaf li A u ' k 13 i 1 0 o — 7 Iv y � d co cco 1 �anT N I 1 7 1. W m --% 1 6 R. A 1 d -, O t0 m a nt... N d a ' 1 • 2 - � 25' S . ?Al E ,j ' c'� N IL d fir ' ,, v 04. , ��e 1 .� Z d T '6 7 Q •�.��;,� �. .. t �� �F� o q• Q / p ^ n' K ' �i • 1 is co d co 0 t ` -I .Vs 8 1 d • cr A v-------4,--- ` ` _ ,C/ • 2� E. 80 . a UX ' k' .4T C� LOT �3 0 1 T c H ? _ �-'• LOT 7c„, / SEC VA AIOR ?E ' t g i PB• 4o P c� 5 �` �/'t// 7 W ✓ r Z 37, 3;74) N APP,pC > X 7t7v O I. ,c4,14, 7. g Sketch Plan of Proposed Retaining Wall 1/0/ • r OY , Y Connelly & Wicker Inc. Project No.: 9701 - 00 4.49') Consulting Engineers Date: 18 Nov - 97 . O W ~ C Q Cc W ON07 „0 -,2. .- ,, z ONl1 ;31-/S 9X? D — c° _ Hl d.30 W v W _� 7 d /�/f8 _ -- :-_.z • W w J EZ „0 , L � O (1 Q • O Q W CD v O N Uj 1J OcQ J _ J QJ O = �1 <C NV� „C) CD U O O \ -,:c c , c � QZ % Uaz � J � I m Z �� 'Q W p 1 -1-1 Z W21 i �� I 9 Qz • a- Q Z O O r All N -eliimmr,ari 170717- H1 d80 r\ o ,; N01-/ONd -- 43I „0 -1/ Q moi dE > _ b'31N. 3 NO „0 - 033VdS _ (d813WV10 dl1 ' N/IN ,,9) 3N171d Y.3811 0N07 „0 -,01 -. _ (11-101.31-1 ' XVW „0-,9 1H0 /dH NO /S30 „0 -,17) 11-101314 0-3SOdX3 N kt ,II 'CD V 1 W W CC-- O Q~ i O m � O� � W� ZQ (n J(J) ( C) W o r t - CC Q c -‹.._i ZQ1Z Q � .LW W eLJ ., ZI-- G ZW w O I `ll .Q I- I m Z az Z Q pc O W Q Z Z ■ O �Wcn W QC) Qgz �ZiZQOO .JCOLU M W O�I� Q CD v) J zt -JQ�J Q v W V) ") Z UJ u_ Q = CO 3 J Q cc N Zm WZC.)W� mQ� Q O 1j Q� 1- , �<tQ >C i UV) Z �Q Q ° m zQCD UJ Zg I. ' -c -‹--11--1-- I-- Q Q ' Z �� I Q NO Z � 1 Q UW v (4 R Q � -_ Z� NQ � v) W CC 6WQ ? I, W Lu Q J c 1 U) (,,- C) I � 1� a- 41 J co L L : 3- Q LL, W Q V Q U Q j QZ Q 63 Q Z W Z Z O W O Q_ Q Z�0�Q� C7 Q Lt_ U') Z k- �cC Q Q Z 1-- Q Z U Z Q I� L cL) 01- Q CcujQm1 . -- LI W��1 J (/) )Z _ Q L - LJ Q W Z W i O ? w - ' Z ccQ �wQQ W w� ZZUUZJ4.I�QZZV) � '''Z(i J I� VOQU W � 0 J W Q v)Wp'Q�W Q 0 I � U Q4. � W Q OO ZOQZ W � �k - k- C D J Cc W Z Z C3 C.) Z m Q Z Q 1 J O Q Q Z 0 Q I QQ ZQ I- �CiQZZ mZLI- m OV Z 1` N O 9701 -00 DESIGNED BY: DRM DATE: 11/18/97_ CHECKED BY: DATE: Retaining Wall for Utset Residence Design of Anchored Timber Soldier Pile Wall kips := 1000.1bf psf := lbf plf :_ (bf ft ft 8 := 110.psf these values are conservative for saturated sand iii := 32.de back_slope := 0.00i ft rise over run (assumed level) top_of wall := 5.00• ft design for exposed height of wall of 5.00 feet maximum normal_pool := 4.0041 assume water routinely stages to within one foot of top of proposed wall face_of wall := 0.00•ft P 1 pond_slope := 0.00.— ise over run (assumed level) / f \. i t bot_of_pond 0.00 ft top_of wall back slope .. ' \ N �� °�� �i /��i�4� ¶ 1 -0" CA Anchor Force WI ' 2� 1 pond_slope r P1 \\ face of wail CA _ y `` _ m (1) _ -- . Q ,_ X P2 - `1 0 m u X 1 2 9 z K =tan 45. deg - K tan ` 45•deg + K =0.307 K =3.255 Pa:= 5 ' K a P =S K P 33.798 psf P P =358.005 psf wall_height := top_of wall - face_of wall wall_height = 5 -ft height_adjustment 1 + 1.5• (back_slope + pond_slope) height_adjustment = 1 Design_Height := wall height•height_adjustment - Design_Height =5 .ft - Design anchored wall for at rest soil pressure... K 0 = 0.5 P 0 •= 8.K 0 P 0 = 55 .psf P1 := P 0•(Design_Height) P1 =275 •plf m P1 L P1• Design_Height + m ( -P 0) 2 m = 0.908 • ft L =812.292 .1bf Assume anchor is connected 12" from top of wall... Sum moments about anchor point e_____ y := Design Height + m - 12•in y = 4.908•ft • center_of _pressure :_ ( ! . !_ ) . (Design Height + 2•m)•(Design_Height + m) center_of_pressure =2.272 .ft Find X such that summation of moments about anchor point equals zero try x := 1.0-ft Given / 0\ ( 2 x� (x ) 1 p ( ) P p - P y+ 3 2 L (y - center of ressure 11 =0 ft ki s x := find (x) x =1.543 ft P2 := (P p P 0 )•x P2 =467.522 •plf • Required_Depth := floor( wall height + wall height 1.5•pond_slope + m + x + 0.5.ft) Required_Depth =7 • ft Therefore, sheeting must extend 7' below top of wall < x Required_Depth - wall height - m x = 1.092•ft Determine additional depth, Y, for tip of piling so that piling is not overstressed try z := 0.5.ft Assume 6" diameter piles spaced on 8'-0" centers (allowable bending stress = 1100 psi) < — ( 3 S 32 S = 21.206 in Pi1e_spacing:= 8•ft fb:= 1100-psi Given l L - (P p - P 0) (x 2z)2 I L - (P p - P 0� [ ( x 2 z)2 1 P (Pile Sp fb [ [ � J t 0 ll -3 +( 6 0 ) . [L - (P p - P 0 ) [(x 2 z) 2 11 P II 0 z: =find(z) z= 0.992•ft Therefore, piling must be a minumum of 8 feet long. Use 10 foot piling for stability during construction. <-- Check stress in 2x6 sheeting... (wa11_heiht - • in Numberof wafers:= flood 3 ft + 1 Number of wafers =2 - Sum moments about bottom waler to find force in top waler. ll F top (--P2 2 x + m + wall_height - (3.ft + 4.in)J ... 6 ft ).(x)•[ 3 +(X! ). [ (waIl rwall l_ height)I - height• 2 3 (3•ft +4.in)J +(m).[ +wall_height- (3•ft +4.in) l J� 199.205 F 1' -0" Y m x Sum forces to find force in bottom waler. • F bottom 2 (wa11_height + m) - F top .- 2 ( !) .(x) j I I \ F bottom = 357.721 •lbf _ i Check bending in 2x6 sheeting... 4" 3'-O" I ► \ › � 2 j \ 4 F top I \ _ I F top (3 PI 6•in \ M sheet Ftop' 2I -4•in- watL,,,,,,h>eight P1 wall height (12•in) < \ v P2 M 0.097 •ft•ki s S (2 m) (6 m) S 4 ' sheet sheet = p sheet 6 sheet = M sheet = 291.486 -psi Stress in sheeting is much less than 1100 psi, therefore 2x6 sheeting is O.K. S sheet Check bending in double 2x8 wafers... F bottom ) • (Pile_spacing) 2 M wafer ft 10 M wafer = 2.289 •ft•ldps ( 3 S waler 6 S waler = 21.333 •in M waler = 1287.796 -psi S waler Stress in bottom water exceeds 1100 psi, increase size of water or decrease pile spacing Try 6x6 waters... ( 3 S waler 6 S waler = 36 •in M waler = 763.139 •psi Stress in bottom waler is less than 1100 psi, therefore 6x6 waters are O.K. <— S waler Client wants to maintain the use of double 2c8 walers as originally proposed, Try reducing pile spacing to 6'-0"... • Pile_spacing := 6•R ( bottom 2 • ft (Pile_spacing) M wafer 10 M wafer =1.288 .ft- kips S (2 (2 in)) (8 m) 3 wafer " 6 S wafer = 21.333 •in M wafer = 724.385 .psi Stress in bottom water is less than 1100 psi, therefore double 2x8 walers are O.K <— S wafer OW 1110tOrt; .',1 0, s ;s IPf ./G7,( Suer g /1 /nn / /XPi'y aut 11/dtmn5' Tsansrs ims31 01 Leese �W J OZ uoy1 Jo ow6 syL6ual w iaquini }o AL!I!go1!ono Jo} tlddns }o sa»nos spay] - Ja4oai6 Jo „S s! uods wnw!(ow x 'pool poap }sd 0t snld 'pool any }sd 0Z uo pasog -- 446uai4s . OVZ Aq papinip srnpul u! uods 04 pa4!1uq puo'Aiuo pool an!l ( }sd) Loo} aJonbs lad spunod 0z uo pasog — uo!pal }aa 'salna 6 u!poj J flIdS 1661 puo 'sia4 }o21 puo s4s!or Jo} salgol uods b'ddN 166L uo pasog :ouaLu] u6isaa 40 pound p,)00:-uxa 00 us} Luax:ad 6( paa)xa Lou swop asn u! LuatuO) aJnts!ow 044 aJayM JO saJnpn1Ls pawano) u! asn Jo} papuatu! ajo suods asauf 01 1 0 1 1 11 11 1 9 01 O'VZ 1711 0 0 - 61 E E - 03 1 - 11 E - Z3 8 ZZ 1 - £Z L Z•6 L 8 6 6 1 z 1 5 1-V3 L -VZ 0 Wit OL x L 1 6 - 31 0 * * * * * * * 0'Z L 01 L l 1 V 1 t 1 - 51 8 9 01 3 0'bZ 1 1 01 Z - Lt 01 6 1 6 1 S'81 Z'6 L £ L 5 6 9 11 E 11 C L t , 0'91 8 x z 17 1 1 01 5 01 1 01 1 L b'Z L 9 9 - 01 0 ' 01 0 9 6 9 6 0 O'VE 9 6 17 E E 9 6 9 6 0 Z'6 L S 11 9 17 1 17 L 17 - 171 L 11 0.9L 9 x Z 1 611 '9 6 9 6 1 6 1 17 O'Z L 11 6 E 8 0 01 - L 0 1 0 - 8 1 £ 0'bZ 9 5 1 9 1 9 L 6 L - 8 6 11 Z'6 L 1 t L L 8 11 1 11 1 17 1 17 9 O'9 L 17 x Z 0 1 S 01 0 01 0 £ 0 £ 9 O'ZL lampms Iompo1Ls asuaauoN asuaa asuaaulfN esuaa pales IwnpnULs palls saws 00 p1opIDI5 £ 'ON Z 'aN L 'oN L TN 1 'oN 1 'oN 1 'oN asueau0N p *I*s *sulfa unpin saspu ep®J9 6uunds az!S a /gei/ene afelojs pa,uuiq pig sulool Guldaa /s arninJ oN .6u1/1aa /eMAJG ��' ' " � � I , e »�Jid, '/eol an/, pd biz fi -� sjs or ui/ oO g ,ejgel Q �� ti, w, "+.fr' ..:i yk',� . ? M.:.6i`,� 6 , , ,. ..• a 71 ) •'k°,��z ,on ,.tl.�'3� +1'' _ /�� 11 ;� 1,04.111 � J7if 6�/ ttd 3IU®d IV13HJ/IO ncrt,5 0,71111,1b.7 • ,�• 1 „ fig as r / CITY OF' � 9 5t' O ffici a l j 9 Z' p: 1 � Office of Building TIO CG REQUES FOR INSPEC p No. —3 �/ p is lot o• Date � ' P.M. % /� .� ' n �: ' Locality Time. _ fl e t'') 1 Lo � � / <CHANICA� Job ••ress `a��Eh Contractor ` — PLC J � Air. Cond. & C» 0 owner's // E ECTR � ` 0 r ` , Rough 0 Heating Name CONCRETE ��� O Top Out Fire Place Pre Fab F i Footing Temp Pole 0 A.M. 0 in9 � _ Slab � P.M. Be Roofing Lintel Y FOR INSPECTI - -�" Friday �� READ Thurs. Tues. M. Mon. t r f eotion ❑ pinallnsp Inspection Made ; �� Certificate of Occupancy Inspector � Date TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address // (?.e )6„( , g /), 4Lt_c e Enclosed arR our (blue) copies of the permits. Please update your records accordingly. / Thank )ou, / ` - / ._.L t. BUILDING CLERK CITY OF ATLANTIC BEACH /vcb leglaVIED MAR - 2 1993 Building and Zoning 224 Oceanwalk Drive South 1. Kneewalls supporting root rafters must have studs 24" o.c. = Section 1707.1.1 SBC 2. Double beams @ ridges must be nailed @ 16" o.c. with minimum 3 12D Common 3. Add jacks to header over pocket door 4. Header over bonus room window = detail on construction behind OSB sheathing 5. Dryer vent must meet Sec. 308.9.1 Standard Mechanical Code. cr cf 6 -6,42.1 4A . <7 , c,-: — it /+ ♦ Oc• R . 4 � �'" \ce� SP ....._,(:. , orr Oa \N R� • a °t r1 ' / C / J PM.. i A. a vdy ;� ,,,, AN \c A ' ." 8 \NG N 0 Oate traC ° P\' VM O rye place Tt e . Oon \. Ro °9h pre Fa (k3 ' Cp ut P 2 /� o �� -, G' dye ) ( _! -C _ E t ,�9 S P O — \ , �.. NCPE\ o PBmPQO\e N Cr* r Isla ' 0' 14°e s C O of 0 SPECS \O EVI�.p\ p S \a et o aEAp Foa \N �� °rg P M • R • F rr,at Inspect oo fln9 `N�' o saa llcsi -c Fe to of O ue s' Ge rtlt'�c a --- Oat 00'1' "All" i 1 , ) Ma / t°sP� i ; I / '` / | � b�IC� =7- - � \`E% DIVT..;ION J CE.3O0VILlE L.:Ll.:CT8IC AUTHORITY 2�3 gL:::.,:=F DDVAL. ST8�CT J CBSO1`.1Vll.LE, FW8IDA 32202 T HE V8i .Orrrl l gG F3N&L INSPECTION ( S) HAVE PEEN NAM:: AND sAIISF&CTOD (7" / / /_ _ _________ Eoc]qsc6 are d/c 61 u copies of the permits. }'UI}.DT0O PEG TIUN DIVISION ! ' | / 7 |/I1 C ! / / | CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: Or a ' Gt. //a -c- BUILDING CONTRACTOR: . PLUMBING CONTRACTOR (P. � P� ` AND ADDRESS: o - 1 3 TELEPHONE NUMBER: g _ STATE LICENSE NO: c �. C C� c s () TYPE OF BUILDING: SINKS SHOWERS g LAVATORY 1 WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS _WASHING MACHINE FLOOR DRAINS 1, SHOWER PANS OTHER __.._. 1 '7 , TOTAL FIXTURE COUNT : _L x 83.50 + 815. 00 = 8 INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 CITY OF Bawls- / telifrodic Office of Building Official REQUEST FOR INSPECTION P2--. permit No. Date --/ 5-.. / A.M. District No. Time >�.'1fo — P.M. Received a GC � /USA /e p� ,. S'. Locality $' 9 s Fc Job Address A 5'77.4 ! Contractor MECHANICAL Owner's PLUMBING Name ELECTRICAL Air. Cond. & 0 CONCRETE Rough Wiring ❑ Rough Heating BUILDING ❑ Footing Top Out Fire Place Framing Slab Fir Fab 0 Re Roofing Lintel / A/At"A G � A.M. Tues. Wed • READY FOR INSPECTION p.M. 11, Thurs. Friday 4P Inspection Made ,� Final Inspection 0 Inspector Implae Certificate of Occupancy Date 4 /� /� ���� DATE: / /�� -^^ -~ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL I0SP2CTIO8(1.)> HAVE 8'EN MADE AND ARE SATISFACTORY: /- � � / /� ���'�~� � e ( ------------------------------ -------------------------- � | SINCERELY, \ ' BUILDING INSPECTION DIVISION cc:FILE CITY OF ATLANTIC BEACH, ; FLORIDA �, Lc: • _ , A po,-- by APPLIC.A T I ��► J FOR ELt:CYRICAL PERMIT TO THE Ch F ELECTRICAL INSPECTOR: DATE: TA 8' 1 .d )/' IMPORTANT NOTICE: ' • IN CC's SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY I.(;REE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WI-I,CH ,.RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. a,,,,ed e ((/../..e".,00,t, . .. __ — ELECTRICAL FIRM: I MA ER ECTRICIAN SIGNATURE � - FQU13lj_FYG' ,y N',.`.',E C i tA) Ps ADDRESS: :::1 OCR_ + 430.,w+4 ∎ii_ t S•RFD _BOX - ______ BLDG. SIZE BETWEEN: St2K. tail/ OCeaam.u:3A•VlL 4.• RES. VI APT. ( ) COMM. ( ) PUBLIC ( ) INDUS..( ) NEW ( ) OLD ( ) / REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. — SERVICE: NEW 64 INCREASE ( ) REPAIR ( ) _ FEE CONDUCTOR SIZE ` o AMPS 2o COPPER ( i ALUM. (XL 35= 00 il SWITCH ORE .FAKER 1C AMPS 1 PH 3 W / / WOLT S64) RACEWAY • EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEELERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN " TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 91.100 AMPS - - - ^— - - - - - — SWITCHES INCANDESCENT FLUORESCENT & M. V. ' t .. , FIXED 0100 AMPS. OVER ArPt l __ _ Es ..h_.._ � .- BELL TRANSF_ - Al R H.P. RATING H.P. RATING - CONDITIONING Cu! ; ?. MOTOR OTHER MOTC ,S AMPS CEIL HEAT: KW-Hc.AT _______ _ - _ - 3.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHSI !.ilSCELL 1'uEOUS - - -- - T' Af _ __HERS: [UNDEROOV. " OVL E:0 V. TRANSMITTAL DOCUMENT FOR JEA DATE: 7 The following permits have passed "rough" inspection: Permit No. Address / 7 Enclosed are our (blue) copies of the permits. Please update your records accordingly. fTha u, / 1 91C"- BUILDING CLERK CITY OF ATLANTIC BEACH /vcb - 7 If CITY OF ATLANTIC BEACH, .FLORIDA ,' (9)----q App ",,K1 by APPLICA T I'►I FOR ElrCY►RICAL PERMIT _ TO THE Ch ..F ELECTRICAL INSPECTOR: DATE: 3—A• 19 1 IMPORTANT NOTICE: • IN CC's :IDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY tr;REE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH fr.RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. g frilrea e ,e..i.e_ep_e__.0-,7,„ _ ______ _ ELECTRICAL FIRM: 1 MASTER ELECTRICIAN SIGNATURE JOURtSE.YF .I'''1Y N,•. '6,1 ','.'6,1 ACLq - ADD RESS: O CQ.Ani.)f4( (. ..S - RFD _BOX_._ —._ BLDG. SIZE BETWEEN: Servmlrw(c., is / _____ RES. V) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS..( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. (>0 SIGNS ( ) SQ. FT. SERVICE: NEW) INCREASE ( ) REPAIR ( ) _ FEE CONDUCTCR SIZE #/O _ AMPS ?Cr(2) COPPER ( i ALUM. ( xL 10- CV SWITCH OR i;i•_EAKER ?OD AMPS I PH 3 W ' 3" RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN " TOTAL RECEPTACLES CONCEALED_ OPEN TOTAL (' 0.30 AMPS, 91•100 AMPS._ _— - – -----° 1 SWITCHES — -- INCANDESCENT FLUORESCENT & M. V. r ` FIXED _- __— 0 100 AMPS. OVER ---� — _._._ ____ _ APPt. ES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING CC,' ',P. MOTOR OTHER MOTC.',S AMPS CEIL HEAT: KW -HEAT S' OVER MOTORS N.P. VOLTAGE PFhS NO. 1 H.P. VOLTAGE ' PHS 1 MI 2hp .J t EELL ^ TYN∎g SS ' -.. . Sq. c_t PL) te.-. up b 610 _0�e. N - " — - T " QhSFORrrERS: UNDER 300 V. " I OJE; ECO V. —� - _.. _ __ .. CITY OF 4I1 appl' /- 110 O C/ ffice of Building Official REQUEST FOR INSPECTION Date 2 ~7 7 Permit No. — — — Time A.M. Received PM. Jo. ddr -ss / Lo 7 '1 Owner's / f' _ Contr, o e 1 Name _ - -- - - -- - -- - - - -_- — -- -- - -- - -- BUILDING CONCRETE ELE RICAL ) PLUMBING MECHANICAL g Footing i , - ... Rough Air Cond. & Framing � � P Re Roofing L' Slab I Temp Pole i Top Out C. Heating Insulation I'' Lintel IT Final C Sewer ❑ Fire Place r 1 Pre Fab READY • R INSPECTION M . Mon. � Tues. g c� 7 Wed /. CJ Thurs. Friday � J f / A.M. Inspection 1, . e - - - P.M. Inspector i.. �.. , / /.� Final Inspection C:I 011./'; Certificate of Occupancy C Date C . E Office_cLBuileing.Officiai REQUEST FOR_.1NSPECT1ON Date ! v r l Permit No. .7_ Time A.M. Received _ — P.M. g' 0 4/ 1 Job Address L cality < __ Owner's 6L /��`,-��� �-- ��' Name _- / Conh /� �"� 4' BUILDING CONCRETE / PLUMBING MECHANICAL Framing [7 Footing ❑ Rough Wiring Hi Rough I ! Air Cond. & Re Roofing ; l Slab C Temp Pole 1 1 Top Out ❑ Heating Insulation O Lintel ill Final 1: Sewer Cl Fire Place [:: Pre Fab READY FOR INSPECTION C_A Mon. Tues. Wed: Thurs. Friday j �J� A.M. Inspection Made /..2 _ 3 / ! __ _ P.M. InspegSe F 1 i / n�/ / CITY OF 4114 /3each - I hnida / Office of Building Official Date /a- // -9' 7 /S y I J Permit No. Time A 4,1 I Received P D. c ///, s.. Job Addr ocality Owner's e /� Name Contractor / BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing E Footing D Rough Wiring D Rough E Air Cond. & Re Roofing D Slab E Temp Pole E Top Out D Heating Insulation E Lintel E Final E Sewer 7 Fire Place rn Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Frida �, Inspection Made ---ae / 2/C17Q7 A.M. P.M. Inspector /� Final Inspection /� j Certificate Inspect Occupancy L. �/� /) l/ 4—Q Date CITY OF 1Q +� - Office of Building Offic REQUEST FOR INSPECTION Date 1 / n .r7 l id y Permit No. i•-• Time A.M. Received P.M. f G� ,C✓`) <...---7 . ' 2 ' / r -' [ ( /� /l /lam 52... � / � � Job Address / Locality Owner's Name Contractor ti ;i,`- j, ... ci"] / - BUILDING CONCRETE ELECTRICAL - MECHANICAL Framing '2 Footing = Rough Wiring ' 'ough -•ir Cond. & Re Roofing 7. Slab Temp Pole E op •u — eating Insulation C Lintel C' Final __ Sewer Fire Place Pre Fab c--- 7)L - ( /L ('I( /1y C READY FOR INSPECTION • Mon. ) Tues. Wed. Thurs. Friday S �" - J ( A.M. Inspection Made P.M. Inspector i _ _,�„i Final Inspection i , NNW Certificate of Occupancy Date CITY __ e 9`sl i eac t - li Office of Building Official REQUEST FOR INSPECTION /c) — 7 / _ Y Date Permit No. Time A.M. .2 (-7/ Received P , �� ter` s Job Address Lo ity Owner's - ..-- Name ` — — —_. Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring i Rough Air Cond. & n Re Roofing 7 Slab - Temp Pole - 1 Top Out Heating In o ation Lintel Final CJ Sewer Fire Place "4)0( Pre Fab READY FOR INSPECTION Y Mon. Tues. Wed. Thurs. Friday _ ____r.t �Z A.M. Inspection Made Z (_. RM. Inspector Final Inspection 1 Certificate of Occupancy 7 7- e_ t_ `- /) Date 0 �� j CITY OF Z Office of Building Official UEST FOR INSPECTION r, / 5-6 ' Date /_ �e ` Permit No. _ Time A.M Received PM ,,,2 V e..e._,)-z_cli x f . : , ) , j -- / „ 7 ' -- Job Address - - Locality Owner's i i i- / Name . - Contra or BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rouoh Air Cond. & __ Re Roofing i Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place _ Pre Fab READY FOR INSPECTION Mon T;.e& Wed Thurs, Friday - _---- -- - - -- — 9e A.M. Mack: 6 PM. C _ C::iiti■ntc of c. 0 i 1 P SR -3844 DEPA OF BUILDI CITY OF ATLANTIC BEACH 1 t �-- PERMIT INFaRMATICH - _ - LO .ATION INFCRMATIO. rin . t Number: 15723 Address : 1224 OCEAN WALK DR - -- Permit Type :ELECTRI ATANTIC. BEACH. FLCI.'' Tt \, Class of Work ALTERATION -- LEGAL DESCRIPTION -' 4- 1 Corkst r r, Type ; WOOI? FRAME B 1 ock t Lest 19 Proposed Use: SINGLE FAMILY Section: I`0 sub+, 0 . l Dw Subdivi ±cn :OCEANWALK 0 Est. Value:} imp rov. 'Coat. D.DC Total Fees: 3 Amount 1) ,,,, z k t,,,ts itti.", - � 3 Date � Z 0/3 + i � „,,,L,,,,c,,, Nark vt..'111 -7'1 ; wt: ": 4 , 1 " *3'1 ,' 7 ' , ,o,,,” : [ t . 1 , 4 flO N — r AI PLI CAT I8N FEE - Neale y ` 4 � 1 1 r . +. L� T 35.00 Add t ' '1?R SOUTH ,3 �� FL I DA 32233 ,,,„„o;, ', a { Ph o X1 -a . o _ N . t e ' ; F l a r ot , ' '",' c R' € i r, FORMiAT I ON i Name : -4-4.: CO ' 'AT , EC * 1CAL ON RAC'TORS E Addr 1 a . H � . 9K CIRCLE WEST: � .. � .. .. �_ i JACK ONV"I E. FL 32225 1 Lip ERDO12 O ' ExP; / / R{ e � s ,,,Ici'i, 73 a i1^ d� 4i . ,� .l� ;d `, { �a l .. i I .', o.� , m' asx, wn....,,�ma 4 k NOTES: j t' c V j 1 I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 H OURS PRIOR TO INSPECTION I I r t' BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ;'FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN '. THE PROPERTYOWNER PAYING TWICE FOR BUILDING!I,MPROVEMENTS. 1 , ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PER�IT AND SUBJECT TO REVOCATION FOR , f VIOLATION OF APPLICABLE PROVISIONS OF LAW. I t 5. 14 cs 1C/3®f37 Rl R� �:�►L: 69e 4163 1 , ATLANTIC: ACH BUILDING DEPARTMENT I Ml 11 $ f By, , ,..., : ,._ ><a .,,.�..,,,444.• .x„t .. , 1s<o .,,, a .,,u.., 2-.u.. -.,c _ .L..v... „4 , , CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:, l ` — 19 7 [ ' IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. l �.l -e_i �, hi. ( r q,t ELECTRICAL FIRM: TER ELECTRICIAN SIGNAItURE JOURNEYMAN NAMaDeRNIRR.D) 'j se4 . ADDRESS:; OceG 04,GKdz.5 RFD BOX BLDG. SIZE BETWEEN: RES. (V APT. ( ) COMM. ( ► PUBLIC ( ) INDUS. ( ► NEW ( ) OLD ( ► REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ► SIGNS ( ) SG. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ► ALUM. ( ► SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT • 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS i•Oal- . — 1 - 1 11 1 1 . CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. .. BATHROOM GROUP CONSISTING OF b 1:FRINAL ERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH 8) TUB OR SHOWER STALL (6) ii 0 ATER CLOSET WATER CLOSET, TANK OPERATED (4) ALVE OPERATED (8) BATHTUB /SHOWER (2) WALL LIP (4) SHOWER GROUP PER HEAD (3) LOOR DRAIN (1) R / SHOWER STALL DOMESTIC (2) 1 1 LAUNDRY TRAY (2) 1 LAVATORY (1) 1 / COMBINATION SINK AND TRAY (3)_._3 WASHING MACHINE (3) .3 ) POT, SCULLERY SINK (4) 1 DISHWASHER (2) ) WASH SINK EACH SET OF :. FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) 1 KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET b DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER /BEAUTY dA- ICE MAKER (1/2) /6 SHOP (2) Li SURGEONS SINK (3) LAVATORY, SURGEONS (2) _� JACUZZI (2) L' URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ,� I ' @ $20.00 EACH $ q yb, a JOB INFORMATION ;-) ? L/ 0 ( e A A_' ; 4 L ■✓z _ S 0 • OWNER BUILDER PERMIT AFFIDAVIT State of Florida City of Atlantic Beach ) BEFORE ME the undersigned authority, peraanally appeared •.�. , who upon fisa't bring duly sworn, deposes and says' I • _. �� s ' w�U - , and the legal owner of the following property' Subdivision 8 o 1 L j Lot AKA ...... 1 am applying for a building permit pursuant to the Owner Builder exemption set forth in Florida Statute, Section 489.105. Florida law requires that I been provided with the tolloviny DISCLOSURE STATEMENT' DISCLOSURE STATEMENT ' State law requires construction to be done by licensed contractors. You have applied for • permit under an exemption to that 1•w. The exemption alloys 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 • one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at • coat of 025,000.00 or less. The building 'oust be for your 'sae and occupancy. It may not be built for sale or lease. If you sell or lea's. 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 s 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 hive read the above DISCLOSURE STATEMENT end that 1 comply with all the requirements for the issuance of an Owner- Builder permit. Further, affiant ssy.th not. , Prep rty O ^ � ' r . y _,......_..._ _ Sworn' to and subscribed be re me this day Address ----- Heated Square Footage 3 2 3 6 0 $ ,:_; 1?). C (l per sq ft = $ / 7/ 5 3 J ' ( /Shed $ /I, 0 ei per sq ft = $ ?) 36 0 _ Carpor Por ( 9, c// _ 9 $ / 7 0 C) per sq ft = $ 26eg. 7 Deck . (a $ - - per sq ft = $ _ Patio _----- @ $ -------- per sq ft = $ TOTAL VALUATION: $ /8 4 -/ 955' / 8 I / 4 5 -S Total Valuation 1st $ /00 8 Q55, $ Q SM knainder Valuation $3 . per thousand or portion thereof Total Building Fee $ 7/g ADDITIONAL PERMITS and/or FEES REQUIRED + 3,- Filing Fee $ Mechanical ._. 1 Fireplaces @ 15.00 $ — A . ( Y() "-- Plunb• BUILDING PERMIT FEE $ 6(381: 5-z) ng ,.,- Electric/New Electric/Temp ,,.--- BUILDING PERMIT $ 1067 5 d Septic Tank WATER METER CHARM $ k St "1 Well ---- SEWER IMPACT FIE $ /0 3 c Mining Pool -- WATER IMPACT FEE $ 9 Lf Sin MISCELLANEOUS $ Water Connection Ser ,icj,M 0 c:)•; V3$ ew C.onnection -- Water Meter Elevation Certificate ----x/ GRAND TOTAL DUE $ -2, 97 CALCULATIONS and/or NOTES r ut. I «pp iuUu` NOTICE OF COMMENCEMENT OFFICIAL RECORDS To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713.13, Florida Statutes, the following information is stated in this Notice of Commencement. 1. Description of Real Property To Be Improved: See Exhibit "A" attached hereto. 2. General Description of Improvements: Construction of a single family residence. 3. Owner: Earl S. Wallace, III, and Peggy A. Anthony- Wallace, his wife 385 Fifth Street Atlantic Beach, Florida 32233 4. Owner's Interest in the Site of the Improvements: Fee Simple. 5. Fee Simple Title Holder (if Other Than Owner): N/A 6. Contractor: 7. Surety On Any Payment Bond: None 8. Anv Person Making a Loan for the Construction of the Improvements: Enterprise National Bank of Jacksonville 4190 Belfort Road Jacksonville, FL 32216 Attention: Damon B. Olinto 9. Any person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes, which service shall constitute service upon owner: None 10. In addition to himself, owner designates the following person to receive a copy of the Jienor's notice as provided in Section 713.13(1)(b). Florida Statutes: None Earl . Walla II ''gy .1 ony=' allace STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this,.7A, day of December, 1992, by Earl S. Wallace, III, and Peggy A. Anthony - Wallace, his wife. Such persons did not take an oath and: (notary must check applicable box) a is /are personally known to me. 0 produced a current Florida driver's license as identification. produced as identification. (Notary Seal must be affixed) Signature of Notary Name of Notary (Typed. Printed or Stamped) YUL 1 400 lUUUc. u OFFICIAL RECORDS EXHIBIT "A" Lot 19, Oceanwalk, Unit One, according to plat thereof, recorded in Plat Book 42, page(s) 1, 1A, 1B, 1C, 1D, 1E and 1F, current public records of Duval County, Florida. 0 , w j. .15c) : ° j % N.) Ino w _... 4.D :->&\ Fri N o r. •-1 N STALE OF FLORIDA ?, DUVAL COUNTY • • . 1 IINIIFRSIANFf rlarknf tha rirrnitJLCnnn +v 6195 DEPARTMENT OP BUILDING CITY OF ATLANTIC BEACH PERMIT ;INFORMATION - ..�... _ LI€ATION INFORMATION _- lai�r�a t Nu ►b r. 6195. Address.: 224 OCEAHWAI»K DRIVE SOUTH F+�rr�dit Types BUILDING ATLANTIC BEACH, FLORIDA 32233 C a Werk s NEW _ LEGAL .DESCRIPTW H Constr« Types WOAD FR' AIIE Lot: Blt k e�ctirans 'PD opaeed Use; SINGLE FAnILV Towra hip r RHO: 0 • "Dvel4.3.n01 s Cadet 0 Subdivision 4 ` OCEANWAI K" UNIT *i t *a Vadlue a *184955.00 I 'pro v. Costs *0.00 F r *2974. 93 Aiun� . S2'�9 / + rK D .,,' u ; . W SINGLE FAH' LY RESIDENCE I PER PLARS RSF 3236 fi '� -. ►PPL.ICA`i'ION FED ..,._.,a W ALLACE f11,!;::;')*. P, PER I IT 1087.50 I# "4 WATER I)9PACT FEE 74O O0 I w N ' LORTDA 3 E"� M A� FEE. 01 a'+,a„��'e r "'n °• R ADON GAS- R. S . *26. S ....�FI �.CJ ` F"t3RMA"i`I - __ RA OAS ., 5% 41, 37 d NAB s . OF �► R �� N WA TAP B4 , t 0 A s .., SEVER AP .. � *0. 0 0 ... MVDRA MLIC SNARE *0.0d ' I 1 RE-�IN PECT FEE ..00 Lice SIC H I MI�ACT FEE 80.09 k. ' ' m'K!:rei +rsr : N0TESs e i f NOTICE "- ALL CONCRETE FORMS AND FOOTINGS IM'USY BE INSPECTED "BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 'x5U lLDINt1 MATERIAL, RUBBISH AND DEBRIS FROM TI- IS WC FIK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE 'CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 1 1 44x4! ' 9 - ALAI # A ILURE .TO CO►IIr PL Y WITH THE MECHANICS' "LIE - ,: � ' , SULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDI ° IMPROVEMENTS." N S UED ACCORDING TO APPROVED "PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR . VIOLATION OF APP#ICABLE PROVISIONS OF LAW. d .. ATLANTIC BEACH BUILDING,DEPARTMENT By: ! rrS .e :k"" wr � - -_ -- - -, RLI ER1'Y DESCRIPTION , r l s' 7 , 7 C I T Y OF 1 ! L, ; tia‘rt« ?cacr - Tlo.( *da J uNrr �w ` i 2 ';1992 800 SFAHNOLIF. ROAD of $___111--- Block W 1 Section #____ ___ ATLANTIC BFACII, FLORID:% 12231 -5445 TELEPHONE (904) 247 -5800 Building and Zoning FA\ (904) 247 -5805 3ubdivision:____Cj!4 street Name ` A' 1 � `� DESCRIPTION OF WORK :r Address: O,i'yYIL.- .�/YY_ ��.t7L_ ` If in a FLOOD HAZARD o - aT c gok 'lood Zone: 6-• 51LC-KQotO complete page 3. Brief Description: Ru5 Claus of Work: (New /Remodel /Addition)M' ONING INFORMATION Type of • Construction: __VCOC,2_ f/taA - oning Proposed , istrict:_ i ! l Le '61 P(4. L�\ Estimated Value 8__a, xceptions or A Materials: _ tip 5"TG�pi ariances Granted: ___ J,IYJ, G r Solid or Filled 451104,T Ground: fl, Roof : _ I N _ OWNER INFORMATION Method of Heating: taeerg.IL Property Owner .___ f /„� _ Phoney 144,1 1 __ - Mailing `T -T"�' Address__ 3E5__.Ii1',C 6."1...am e, r Zip: 3z • CONTRACTOR INFORMATION • Contractor: -tom &• Phone: zemset4ceorAe Nailing Address s '�- i1 Q 133.1S•20 - oft. CA& 139d5- v4, • Zip: Expiration License Number: Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE 1�� AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK. WILL BE 1 _ � COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PPEDUrI TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL CLL=., REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION fl TIE -,: :L PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT I.2 �� '± y CONTINGENT UPON THE ABOVE INFORMATION BEIHO TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING f. ^• et "j' '� DATA HAVE BEEN OR SHALL BE PROVIDED AS RED7 RED. • /4 , + � Owner Signature _, _ • / _ ' r Date k: t Contractor Signetu a Date FLOODPLAIN DEVELOPMENT XNFORMATION Type of Development; ___1>MI e A,4-- - - Flood Zone: __F, �_ Al�l Required Lowest Floor Elevation: Ude 10.r> If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgements I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed development. / I . f Date--1132- ��. Applicant's Signature _ / � � ge/ • Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative page 3 FLORIDA ENERGY EFFICIENCY CODE I. FOR BUILDING CONSTRUCTION FORM 900 -A -91 Section 9 — Residential Point System Method Department of Community Affairs N 1 PROJECT NAME BUILDER: EP\PA,,,. \cAL 'L.. AND ADDRESS: CAA t-.) \C1 PERMITTING CLIMATE �7 OFFICE:'1(iVZ i,C., ZONE: 1 I 1 2 [1 3 OWNER: PERMIT I I I l l I l NO.ISDICTION Z.. ' Ku NEW CONSTRUCTION vi UM7 , B UMBER OF C ONDI T I O NE D M0 FF GLASS AREA AND TYPE ADDITION ❑ THIS SUBMITTAL: CLEAR TINT,FILM,SOLAR SCREEN 1 I I PREDOMINANT . El LANE OVERHANG 7 5..,.1 C. T FT SPA LE FT SINGLE- 1 1 1 I NE MULTIFAMILY ATTACHED CHECK IF THIS SUBMITTAL LENGTH ' REPRESENTS A WORST CASE PORCH OVERHANG SINGLE-FAMILY DETACHED y DOUBLE- /_ � SD. DOUBLE- SO ® CONDITION: LENGTH 7 , 0 FT PANE 5 O Ki FT PANE I 1 I 1 FT NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R = FT II. 1 (0 ) FT 1 1 111I1F 1 11111 F° III ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R = SO. _J. � Z. FT 1 � I� 1 FT N F[ 1 1 FT. CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SINGLE ASSEMBLY R = SLAB PERIMETER R RAISED: WDXCON C R = 2 7 FO. ar Z.' FO. No a. S FT ,I ; 3 - 3 379r: 1 I I i I DUCTS i COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED g CENTRAL ❑ ELECTRIC STRIP ® E] HEAT CEILING FANS ELECTRIC SOLAR: SPACE R = PUMP S.F. = 1 I . _ ❑R OOM El GAS ❑ CROSS 'VENTILATION ❑ NATURAL GAS HEAT RECOVERY ;CHECK: ❑ OTHER _ i i 1 ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR FUELS ❑ WHOLE HOUSE FAN ❑ OTHER FUELS AIR CONDITIONER PACKAGE TERMINAL DEDICATED IN CONDITIONED HEAT PUMP ❑ NONE ❑ ATTIC RADIANT ❑ NONE HEAT PUMP: SPACE R = ❑ NONE BARRIER ! E.F. = • IVM1/ i SEE ER = 11 ,hq AOU HS i - -71 7 MULTIZONE EF = I 1 NUMBER OF F = INFILTRATION PRACTICE USED 4• 9' 3 1 2 - - 5 �`�,, , 9 x 100 _ ct 4- ( g ❑ #1 g #2 ❑ #3 TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. I hereby certify that the plans and specifications covered by the calculation are in compliance with the Review of plans and specifi 'ons covered _this calculation indicates compliance with Florida Energy Code. ^� 1, T ^) the Florida Energy Code. fo construct' n is com�, this building will be inspected PREPARED BY: 7.„c).... DATE:` tOD , Q 12✓., for compliance in accords a wi Sectio 553.908, 1 hereby certify that this building is in compliance with the Florida Energy Code. BUILDING OFFICIAL: OWNER AGENT: DATE: DATE: J` 0 . J ---- g. 9A PRESdRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). `�J EXTERIOR & 904.1 Maximum of 0.5 CFM per sq. ft. of door area: solid core, wood panel, insulated or glass doors only. t.,y ADJACENT DOORS • EXTERIOR JOINTS -- 904.1 To be caulked, gasketed, weatherstripped or otherwise sealed. \,..? & CRACKS WATER HEATERS 904.2 Comply with efficiency requirements in Table 9 -7A. Switch or clearly marked circuit breaker (electric) \,t or cutoff (gas) must be provided. External or built-in heat trap required. SWIMMING POOLS 904.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a & SPAS pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. • SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. ° V HVAC DUCT 904.6 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, CONSTRUCTION, sealed, insulated and installed in accordance with the criteria of Section 904.6. Ducts in unconditioned INSULATION space and air handlers located in attics must be insulated to a minimum R -4.2 (R -6 after 1/1/92). & INSTALLATION HVAC CONTROLS 904.7 Separate readily accessible manual or automatic thermostat for each system. INSULATION 904.9 Ceilings -Min. R -19. Common Walls -Frame R -11 or CBS R -3. Common Ceilings & Floors R -11. 1 SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS (SOF) For single and double pane glass. CLIMATE ZONES 1 2 3 OH RATIO .0-.11 .12 -.17 .18 -.26 .2f-...,..35 .36 -.46 .47 -.57 .58 -.70 .71 -.83 .84 -1.18 1.19 -1.72 1.73 -2.73 2.74 m I NE/NW 1.0 .94 .91 .83 .79 .76 .72 .69 .63 .56 50- .91 . 6 .80 .75 . 71 .67 .63 .55 • W o E/W 1.0 .95 `98 .80 .73 .68 .63 r5 .47 v, SE/SW 1.0 .93 .90 .82 .74 39 ' .31 .66 .60 .54 t! .39 .32 .27 1 S 1.0 .91 .86 `Fj .68 .60 .54 .51 5 .39 SOH LENGTH * 0 ft. 1 ft. _ 1 ft. 2 ft. 3 ft. 3'h ft. 4 ft. 5'h ft. 6 ft. 9 ft. 14 ft. 20 ft * To select by Overhang Length, no part of glass shall be more than 8 ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT L t� L , H '-' H L _,_ H 9C WALL SUMMER POINT MULTIPLIERS (SPM) FRAME I CONCRETE BLOCK' FACE BRICK WOOD STEEL INT. INSULATION EXT. INSUL. R•VALUE WOOD FR LOG R•VALUE EXT ADJ EXT ADJ NORMAL WT. NOR. WT. 0 - 6.9 2.4 6 INCH 0 6.9 5.5 2.2 7.6 2 8 R•VALUE EXT ADJ EXT 7 - 10.9 .6 R•VALUE EXT 7. 10.9 2.1 3.5 I 1.3 0. 2.9 2.2 1 1 2.2 11.18.9 .4 0. 2.9 1.5 11.12.9 emirdi 2 I 1.0 3- 4.9 1.3 . . 8 19.25.9 .2 3.6.9 1.0 13.18.9 1,5 1 o f 2.5 I 0.9 5- 69 1.0 7 .5 26 &Up 1 7 8Up 8 19 - 25.9 .9 4 I 2.2 0.8 7 - 10 9 7 .5 .3 R•VALUE BLOCK 8 INCH 26 & Uo 6 2 t2 0.4 11 - 18.9 .4 .4 0 0 - 2.9 1.0 R•VALUE EXT 19 -25.9 2 .2 3- 6.9 .6 0.2.9 1.0 26 & Up I 1 .1 7- 9.9 . 3. 6.9 7 10 &Up .2 7 &Up .6 9D DOOR SUMMER POINT MULTIPLIERS (SPM) 9E CEILING SUMMER POINT MULTIPLIERS (SPM) DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF R -VALUE SPM R -VALUE SPM CEILING TYPE WOOD 6.1 ' 19 - 21.9 (-1.1 1 0 -10 2.9 R -VALUE DROPPED EXPOSED 22 - 25.9 .9 11 - 12.9 , 2.6 10 - 13.9 3.2 3.5 INSULATED 4.1 1.6 26 - 29.9 13 • 18.9 _ 14 - 20.9 2.2 2.4 - 30 - 37.9 19 . 25.9 1.8. i 21 & Up 1.5 1.6 38 & Up .5 26 & Up , 1.2 "' 9F FLOOR SUMMER POINT MULTIPLIERS (SPM) SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE POST OR PIER STEM WALL WI UNDER R -VALUE SPM R -VALUE SPM A -VALUE CONSTRUCTION FLOOR INSULATION ADJACENT 0 - 2.9 41. 0 - 2.9 - .8 SPM SPM 0. 6.9 0.0 2.2 3 4.9 _ - 2 _ 3 -4.9 -1.3 7. 10.9 -1.4 - 2.3 5 -6.9 -36.2 5.6.9 -1.3 11 -1.3 -1.9 7 &Up -35.7 7 & Up -1.3 19 & Up - 1.1 - 15 9H DUCT MULTIPLIERS (DM) 9G INFILTRATION SUMMER POINT MULTIPLIERS (SPM) Return Ducts Return Ducts R -Value In Unconditioned Space In Conditioned Space INFILTRATION PRACTICE SPM Supply 5.9 1.14 1.10 (See Table 9P) Ducts in 1 6.406.6 1.10 1 PRACTICE # 1 10.2 Unconditioned Space �57 & up 1.09 1.06 PRACTICE # 2 - (8� Supply 1.10 1.00 PRACTICE # 3 `°-,rr2 Ducts in r,.9 .6 1.07 1.00 Conditioned Space3 & up 1.06 1.00 ' For multipliers for other types of concrete block construction see section 903.2(b). 2 For multipliers for other types of raised wood assemblies see section 903.2 (e) 1. 3 Ducts in conditioned space need to be insulated only to the R -Value necessary to prevent condensation. - 3 - EPI= 94.18% ENERGY CODE SECTION 9 NORTH ZONE 1,2,3 900 -A -91 EARL WALLACE SUMMER CALCULATIONS OCEANWALK AS BLT SMR. GLASS BASE SUMMER GLS SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA DBLCLR '(9B) SMR PTS N 52 38.3 1992 N 32 38.3 0.87 1066 NE 57.7 NE 57.7 E 142 79.7 11317 E 112 79.7 0.92 8212 SE 79.1 SE 79.1 S 72 66.2 4766 S 58 66.2 0.77 2956 SW 64 79.1 5062 SW 64 79.1 0.47 2379 W 176 79.7 14027 W 116 79.7 0.86 7951 NW 57.7 NW 57.7 H 66.2 H 267.0 1.00 N 20 38.3 0.50 383 E 30 79.7 0.57 1363 S 14 66.2 0.31 287 W 60 79.7 0.39 1865 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL .15 3219 506 0.95 37164 35464 26462 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SMR.PTS. DESC. AREA (9C -9G) POINTS WALL WALLS EXT. 1640 0.90 1476 ADJ. 212 0.70 148 2X4WDFR R11 1640 1.7 2788 ADJ2X4 R11 212 0.7 148 DOORS DOORS EXT. 127 6.10 775 EXT WD 127 6.1 775 ADJ. 38 2.40 91 ADJ WD 38 2.4 91 CEILINGS CEILINGS UN.ATC. 3062 0.60 1837 UNDRATC R30 2847 0.6 1708 SGL.AS 0.60 SGL.AS R19 256 1.8 461 KNEE R19 874 1.1 961 FLOOR FLOOR SLAB 255 -37.00 -9435 PERIM. R -0 255 -41.2 -10506 RAISED 333 -3.99 -1329 RDS WD R11 333 0.7 233 INFIL. 3219 8.00 25752 # 2 3219 8.0 25752 TOTAL COMPONENT BASE SUMMER POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 54779 TOTAL 48874 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 54779 20268 48874 1.09 0.33 0.90 15918 HOT WTR NBR BASE BASE AS BLT NBR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 4 3803 15212 ELECT. .91 4 3678 1.00 14712 ' WINTER POINT MULTIPLIERS (WPM) 98 WINTER OVERHANG FACTORS (WOF) CLIMATE ZONES 1 2 3 to OH RATIO 1 .0 -.11 1 .12 -.17 j .18 -.26 1 .27 -.35 1 .36 -.46 1 .47 -.57 1 .58 -.70 1 .71 -.83 1 .84 -1.18 1 1.19 -1.72 1 1.73 -2.73 1 2.74+ 1 SINGLE PANE GLASS N 1.0 1.05 1.08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51 NE/NW 1.0 1.09 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 E/W 1.0 .67 .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05 m I SE/SW 1.0 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 t, cr S 1.0 .95 .92 .84 .74 .60 .46 - .29 .13 - L. -.24 -.54 _ -.67 J O i - DOUBLE PANE GLASS 1 N 1.0 1.09 1.13 1.1� 1.25 1.31 1.37 1.42 1.48 1.58 _ 1.69 1.7 NE/NW 1.0 1.15 13. 1. 1.46 1.58 1.68 1.78 i 1 E/W 1.0 .85 .77) 62 1 7 .46 , .28 .12 -.05 -.59 r -1.29 2 2.46 • SE/SW 1.0 , .93 .90 .8 .72 .61 .51 .40 .28 .03 -.19 S 1.0 .96 .94 (.87 .78 .67 .55 .41 .27 -.04 - 40 .04 -.29 kip SOH LENGTH* 0 ft. 1 ft. 11/2 ft. 2 ft. _ 3 ft. 31 ft. 41/2 ft 5 ft. 61 ft. 9'h ft. 14 ft. 20 ft.+ *To select by Overhang Length, no part of glass shall be more than 8 ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT / L H T 4, ❑ H 9C WALL WINTER POINT MULTIPLIERS (WPM) FRAME CONCRETE BLOCK' FACE BRICK WOOD STEEL INT. INSULATION EXT. INSUL. R.VALUE WOOD FR LOG R-VALUE EXT ADJ EXT ADJ NORMAL WT. NOR. WT. 0 - 6.9 12.6 6 INCH G - 6.9 11.1 10.4 15.1 13.1 R -VALUE EXT ADJ EXT 7. 10.9 4.2 R•VALUE . EXT 7 - 70.9 44 4.4 7.3 6.6 0- 2.9 11.2 6.8 11.2 11 -18.9 3.5 0 -2.9 4.5 11 -12.9 ®sap 5.7 5.2 3- 4.9 7.3 5.1 5.6 19 -25,9 2.2 3 -6.9 2.8 13 18.9 '' .3 5.2 4.9 5. 6.9 5.7 4.2 4.3 26 &Up 1.4 i 7 & Up [ 2.1 19 25.9 2.2 2.2 4.6 4.4 7 - 10.9 4.6 3.5 3.3 R•VALUE BLOCK 8 INCH 26 & Uo ?.5 1.5 2.7 2.6 11 - 18.9 3.0 2.6 2.2 0. 2.9 7.9 R.VALUE EXT 1 19.25.9 1.9 1.7 3- 6.9 5.7 0.2.9 3.0 26 & Up 1.3 1.2 7. 9.9 3.8 3.6.9 2.2 10 &Up 3.0 7 & Up 1.7 9D DOOR WINTER POINT MULTIPLIERS (WPM) 9E CEILING WINTER POINT MULTIPLIERS (WPM) DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF R -VALUE WPM R -VALUE WPM CEILING TYPE WOOD 127 11)5 19 21.9 10 - 10.9 3.2 R -VALUE DROPPED EXPOSED �� 22 -25.9 1.7 11 -12.9 2.9 10 -13.9 2.9 3.3 INSULATED 8.4 8.0 26.29.9 13 -18.9 2 14.20.9 2.0 2.1 30 -37.9 1 1.?} 19 -25.9 [ � 2.' - 21 & Up 1.3 1.3 38 & Up ‘ 26 & Up ''(3 , 9F FLOOR WINTER POINT MULTIPLIERS (WPM) SLAB-ON-GRADE RAISED RAISED WOOD' EDGE INSULATION CONCRETE POST OR PIER STEM WALL WI UNDER R -VALUE 1U1 R -VALUE WPM - CONSTRUCTION FLOOR INSULATION ADJACENT R.VALUE WPM WPM WPM 0- 2.9 718 0- 2.9 9.9 0- 6.9 13.4 10.4 3 -4.9 9.3 3 -4.9 5.1 7 -10.9 4.1 1.6 5 -6.9 7.6 5 -6.9 3.6 11 -18.9 2.9 1.2 7 & Up 7.0 _ 7 & Up 2.9 19 & Up _ 1.9 .8 2.2 9G INFILTRATION WINTER POINT MULTIPLIERS (WPM) 9H DUCT MULTIPLIERS (DM) Return Ducts Return Ducts INFILTRATION PRACTICE WPM R -Value In Unconditioned Space In Conditioned Space (See Table 9P) Supply -5.9 1.14 1.10 PRACTICE 1 10 Ducts in 6 1.10 1.07 PRACTICE # 2 Unconditioned Space & up 1.09 1.06 PRACTICE # 3 4.1 Supply #5.9 1.10 1.00 Ducts in 6.6 1.07 1.00 - - Conditioned Space & up 1.06 1.00 ' For multipliers for other types of concrete block construction see section 903.2(b). 2 For multipliers for other types of raised wood assemblies see section 903.2 (e) 1. 3 Ducts in conditioned space need to be insulated only to the R -Value necessary to prevent condensation. -5- WINTER CALCULATIONS WTR. GLASS BASE WINTER ORIENT. GLASS WOF AS GLASS . ORNT. AREA WPM BASE PTS AREA DBLCLR '(9B) WTR. PTS N 52 7.3 380 N 32 7.3 1.19 278 NE 4.6 NE 4.6 E 142 -9.2 -1306 E 112 -9.2 0.77 -793 SE -22.7 SE -22.7 S 72 -28.4 -2045 S 58 -28.4 0.87 -1433 SW 64 -22.7 -1453 SW 64 -22.7 0.28 -407 W 176 -9.2 -1619 W 116 -9.2 0.62 -662 NW 4.6 NW H -28.4 4.6 H -57.7 1.00 N 20 7.3 1.79 261 E 30 -9.2 -0.24 66 S 14 -28.4 -0.40 159 W 60 -9.2 -0.96 530 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL .15 3219 506 0.95 -6043 -5767 -2001 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR.PTS. DESC. AREA (9C -9G) POINTS WALL WALLS EXT. 1640 2.2 3608 ADJ. 212 3.6 763 2X4WDFR R11 1640 3.7 6068 ADJ2X4 R11 212 3.6 763 DOORS DOORS EXT. 127 12.3 1562 EXT WD 127 12.3 1562 ADJ. 38 11.5 437 ADJ WD 38 11.5 437 CEILING CEILINGS UN.ATC. 3062 1.2 3674 UNDRATC R30 2847 1.2 3416 SGL.AS SGL.AS R19 256 2.0 512 KNEE R19 874 2.0 1748 FLOOR FLOOR SLAB 255 8.9 2270 PERIM. R -0 255 18.8 4794 RAISED 333 0.96 320 RDS WD R11 333 3.6 1199 INFIL. 3219 7.4 23821 # 2 3219 7.4 23821 TOTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL 30688 TOTAL 42319 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTG P WTR PTS '(9H) (9I) (9J) HTG. PTS. 0.55 30688 16878 42319 1.09 0.45 0.90 18682 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 20268 16878 15212 52359 15918 18682 14712 49312 PREPARED BY ENERGY DESIGN SYSTEMS 287 -5339 91 HEATING SYSTEM MULTIPLIERS (HSM) - 7 r c ' SYSTEM TYPE CLIMATE ZONES 1 2 3 Central Heat HSPF 6.4 - 6.79 6.8 - 6.89 6.9 - 7.3 HEATING - SYSTEM MULTIPLIERS .- 8 R 8.4 8.89 8.9 - 9.39 9.4.9.89 Pump Units HSM .53 .50 .49 .46 .43 .41 HSPF 9.9 -10.39 10.4 -10.89 10.9 -11.39 11.4 -11.89 11.9.12.39 12.4 & Up .38 .36 HSM .34 .33 .31 .30 .29 .28 PTHP COP 2.6 - 2.69 2.7 - 2.89 2.9 - 3.09 3.10 - 3.29 3.30 - 3.49 3.50 - 3.69 3.70 - 3.89 3.90 -4.19 HSM .38 .37 .34 .32 .30 .29 .27 .26 Electric Strip - 1.0 Gas & Other Fuels 1.0 (See Tabie 9J for Credit Multiplier) 1991 Minimums: Central Units -Air Source 6.4 HSPF, Water Source 3.4 COP, Ground Water Source 3.2 COP, PTHP 2.6 COP. 1992 Minimums: Central Units -Air Source 6.8 HSPF, Water Source 3.8 COP, Ground Water Source 3.4 COP, PTHP 2.7 COP. HSPF means Heating Seasonal Performance Factor. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS (HCM) SYSTEM TYPE HEATING CREDIT MULTIPLIERS Attic Radiant Barrier , HCM c8 Multizone HCM (3 Natural Gas AFUE .68 - .72 .73 - .77 .78 - .82 .83 - .87 .88 - .92 .93 - Up HCM .52 .48 .45 .42 .40 .38 Other Fuels HCM .65 .64 .59 .56 .43 .50 Where more than one credit is claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS (CSM) ) SYSTEM TYPE COOLING SYSTEM MULTIPLIERS RATING 7.5- 8.0- 8.5- 8.9- 9.5- 10.0- 10.5- 11.0- 11.5- 12.0- CENTRAL UNITS 7.9 8.4 8.8 9.4 9.9 10.4 10.9 11.4 11.9 12.4 (SEER) CSM .45 .43 .40 .38 .36 .34 .32 .31 .30 28 PTAC & ROOM UNITS RATING 12.5 - 13.0 - 13.5 - 14.0 - 14.5 - 15.0 - 15.5 - 16.0 - 16.5 - 17.0 - 17.5 (EER) 12.9 13,4 13.9 14.4 14.9 15.4 15.9 16.4 16.9 17.4 & Up _ CSM .27 .26 .25 .24 .24 .23 .22 .21 .21 .20 .19 1991 Minimums: Central Units -Air Cooled 8.9 SEER. Ground Water Cooled 10.0 EER. 1992 Minimums: Central Units -Air Cooled 10.0 SEER. Ground Water Cooled 11.0 EER. PTAC -see Table 9 -11A. EER means Energy Efficiency Ratio. SEER means Seasonal Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS (CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS (CCM) Ceiling Fans Multizone 9o -_ Cross Ventilation or Whole House Fan (Credit for only one) Attic Radiant Barrier . 95 Where more than one credit is claimed, multiply CCM's together. Enter product on page 2. 9M HOT WATER MULTIPLIERS (HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80 - .81 .82 - .83 .84 - .85 .86 - .87 .88 - .90 93 .94 - .96 .97 & Up Resistance HWM 4183 4081 3984 3891 3803 _ 678 3560 3450 Natural Gas EF .43 - .47 .48 - .49 .50 - .51 .52 - .53 .54 - .55 .56 - .57 .58 - .59 .60 - .61 .62 - .63 .64 - .65 .66 & Up HWM 2732 2448 2350 2259 2176 2098 2026 1958 1895 1836 1780 Other Fuels HWM 2121 2368 2467 2566 2665 2570 2481 2398 2321 2248 _ 2180 Water heaters must comply with minimum efficiences in Table 9 of the Florida Energy Code. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS (HWCM) SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS Solar Water Heater SF .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 HWCM .9 .8 .7 .6 .5 .4 .3 .2 .1 .0 Heat Recovery Unit With Air-conditioner Heat Pump HWCM .62 .58 Dedicated Heat Pump EF 2.0 - 2.49 2.5 - 2.99 3.0 - 3.49 3.5 & Up HWCM .44 .35 .29 .25 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (See Section 903.2(1)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. `�.a PRACTICE #2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: `r,r Exterior Walls and Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plateifloor joint caulked or sealed. `il Exterior Walls & Ceilings Penetrations, joints and cracks on interior surface caulked, sealed or gasketed. ''NI Ductwork Ductwork in unconditioned space must be sealed. s...,., Fireplaces Equipped with outside combustion air, doors, and flue dampers. 'N Exhaust Fans Equipped with dampers. Combustion devices see 903.2(1). Combustion Heating Combustion space & water heating systems provided with outside combustion air, except direct vent appliances. PRACTICE #3 COMPLY WITH PRACTICES #1 AND #2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Top plate penetrations sealed or joints & cracks on interior walls caulked, sealed or gasketed. Recessed Lights Sealed from conditioned space & insulated from ventilated attic spaces. Ductwork All ductwork located in conditioned space. Combustion Appliances Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust by- products to outside. Stoves see 903.2(f). -6- DWAL COUNTY ENERGY DATA SHEET NAME: EARL WALLACE JOB ADDRESS: DATE:11 /25/92 OCEAN WALK 1. Type Insulation In Walls. EPI:94.18 ' 2 %4 WOOD F RAME R :11 2. Type Insulation In Ceilin s. g • BATTS:YES R:30 NOTE: Loose fill insulation not be LOOSE FILL: KNEE WALLS: 874 SQFT R: 3. Type Insulation aes inaccessibleallowed on sloped ceilings or ceiling Wood Floors: BATTS 4 . Concrete Slab Edge Insulation: R:11 5. Insulation NONE Around Ducts: R-6 R: In Conditioned Space: R -6 6. Type Heating System: HEAT PUMP 7. HSPF: 7.57 COP: Cooling System: HEAT PUMP AFUE: • TYPe Coolie SEER:10.19 8. Type Hot Water Heater: Heat Recovery ELECTRIC 9. Hea R l co s in Unit: Solar: E fficiency: .91 t e ver Dedicated Heat Pump: Windows and Doors: DC 10. Type Exterior Doors: WOOD 11. Are the dimensions of all windows and door this is required either on the floor s shown ? YES plan, elevations or in a plan sch. 12. Size of Roof Overhang ? 2 , 7 14 13. Ceiling � q Fans in All Bedrooms and Primary Living Areas ? NO 14. Is a Multi - zone A/C System to be used ? YES 15, Cross Ventilation in Main Bedrooms and Primary Living Areas ? NO Qr12nt2d on the Plot Plan with Compass �Q not aillaing rdW I :; P :': : : h la. ► draw of �� ���� a CF M 1 BUILDER EARL WALLACE PROJECT ADDRESS OCEANWALK INTERPOLATION FOR HVAC UNIT EFFICIENCIES SEER = 10.19 MULTIPLIER = 0.332 HSPF = 7.57 MULTIPLIER = 0.450 MULTIPLE UNIT HVAC AVERAGE SEER= 10.19 HSPF = 7.57 INTERPOLATIONS FOR BUILDING COMPONENTS MULTIPLIER R VALUE SUMMER WINTER COMPONENT # 1 0 ERR ERR COMPONENT # 2 0 ERR ERR COMPONENT # 3 0 ERR ERR COMPONENT # 4 SUMMER ERR ERR SEER CALCULATIONS INSTALLED EQUIPMENT SEER = 10.19 LOW SIDE SEER RANGE = 10 MULTIPLIER FOR LOW SIDE RANGE = 0.34 NEXT HIGHER RANGE SEER = 10.5 MULTPPLIER FOR NEXT HIGHER RANGE = 0.32 MULTIPLIER FOR INSTALLED EQUIPMENT = 0.332 HSPF CALCULATIONS INSTALLED EQUIPMENT HSPF = 7.57 LOW SIDE HSPF RANGE = 7.4 MULTIPLIER FOR LOW SIDE RANGE = 0.46 NEXT HIGHER RANGE HSPF = 7.9 MULTPPLIER FOR NEXT HIGHER RANGE = 0.43 MULTIPLIER FOR INSTALLED EQUIPMENT = 0.450 MULTIPLE HVAC UNIT AVERAGING COOLING HEATING TONS # 1 5 SEER # 1 10.05 HSPF # 1 7.8 TONS # 2 2 SEER # 2 10.55 HSPF # 2 7 TONS # 3 SEER # 3 HSPF # 3 AV SEER 10.19 AV HSPF 7.57 6788 PSR•3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Permit Number: 6788 Address: 224 OCEANWALK DRIVE SOUTH Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 32233 Class of Work: INCREASE LEGAL DESCRIPTION Constr. Type: WOOD FRAME Lot: Block: Section: Proposed Use: SINGLE FAMILY Township: RNG: 0 Dwellings: 1 Code: 0 Subdivision: OCEANWALK Estimated Value: $0.00 Improv. Cost: $0.00 Total Fees: S30.00 /') Amount Paid: S30.00 /�C C " cw /-1 /9 Q 7 .5-7 Date Paid: 5/1 2/93 --- OWNER :INFORMATION - - - APPLICATION FEES Name: EARL WALLACE PERMIT $0.00 Address: 224 OCEANWALK DRIVE SOUTH WATER IMPACT FEE $0.00 ATLANTIC BEACH. FLORIDA 3223:, SEWER IMPACT FEE $0.00 Phone: (904)24' 9411 WATER METER $30.00' RADON GAS- H.R.S. $0.00 CONTRACTOR INFORMATION RADON GAS - 5% $0.00 Name: PUBLIC WORKS DEPARTMENT WATER TAP $0.00 Address SEWER TAP $0.00 HYDRAULIC SHARE $0.00 Type: 0 RE- INSPECT FEE $0.00 SEC.H IMPACT FEE $0.00 OTHER $0.00' NOTES: NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." VALIDATION DATE: 05/12/93 TIME: 09:4/ AN ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJEtATA *O REVOCATI• 1 VIOLATION OF APPLICABLE PROVISIONS OF LAW. TENDERED $.00 VI ST MAR: 081975 ATLANTIC BEACH BUILDING DEPARTMENT By & -c JOB COPY Y v 6 84 5 DEPARTMENT OF BUILD$NQ t CITY OF ATLANTIC BEACH . - - - PERMIT 'INFORMATION _- _------ LOCATION INFOP.MA T ION _ Permit Number: 6845 Address: 224 OCEANWALK DRIVE SOUTH I-,,, fr Per it; Type: P1UMBiNG A BEACH, E`LOR 32233 C of Work: NEW _.. -_ �. LEGAL DESCRIPTION __on° _ . €�cr�st r . Type : '!G�1bC3S3 FRAME Lot ° �. � . B l cc#� Secti t Pr pose : Use: SINGLE FA14ILY Townstti p: RNG': D e1 1 irfgs : 1 Cod : 0 Subdtvi.sion OCEANWALK Estimated Va1u.e: SO, 0 Iripr . Cost : SD ,'J0 Total e es ,, $2S'00 ', , :incurlt ,, : ' -' $ 2 O Dt4 ,, , %/93, 1 W"ct * , , ' METER (:' -4„, , ,,,c'd'.1, ,,, ,, ,,t, , .. / ., ., ATI0N , - y -- A'} ?LIGATION 1�`EES «- -- ' - C, „ PERMI ' - $25.Ot Add r 4 -" WALK DRIVE SOUTH WAT. " IMPACT FEE "' $0 00 ry r t# ' i . + L ,� _'% , , "�' � 2 � , T 1 ,,,,a ,"1 A [ '� mow' - x & a . '4('' .4y i ',= , ` �� � �, � R. DON` GAS11 <'R. t .0Q ;.. Y t3 FORA AT I N RADON G;AS - 5% SQ r 0°0' O N . . - S GA ,I ON ,,` ;,, WATER .. TAP $O , 0 iL � .. s4On � A...R A ., SEWER TAP �; ,m " SO , 0 JACK L FL 32225 HYDRAULIC SNARE SO 00 ' Lice n ; 4 40'249 , ''� Type: 0 OAPI'I"A IMPROVE ,��- .4 ' g SEt'. , li IMPACT PEF « w $'0 O � ate! ' rJx., yy ^soar �. .: d, as�rv�». ., M- r wffi'-'4 r o �"l fi k � � ?� " �� �s NOTES: , "k { CE'-- ALL CONCRETE FORMS AND FOQTIPNGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 0 ,:R UBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC, SPACE, AND MUST BE U&EO AWAY BY EITHER CONTRACTOR OR OWNER T OMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN 4, ut . WNER PAYING TWICE FOR BUI'LD1 1G IMPROVEMENTS." ICON I TI..+br a s A1° T ic Be ® °Q1/ D PLANS WHICH ARE PART OF THIS PE AND BUBJ TO REVBeiT '`R 1 OVtSICINS OF LAW i � �, Br . � « ► j IR"T :N�'R 081591 *11 w TMENT CI1Y fiF ATLANTIC DEMI! APFLICATION UP PIA/ABA:Hu PEW:Al JOB LOCATION:_______ae4W0 OWNER OF PROPERTY : W_4 BUILDING CONTRACTOR:17.17:e3 4/0 Trza_Sclt- /Q1). PLUMBING CONTRACTOR 7NE5 _ AND ADDRESS: j 6' C-?(_(t) TELEPHONE NUMBER: 72-1,--99 STATE LICENSE NO: 2 LI 4 7 1. 80C) TYPE OF BUILDING: • //- SINKS LAVATORY WATER HEATER ATH TUBS / B OTHER CLOSETS DISHWASHERS URINALS DE-4 WASHING' MACHINE FLOOR DRAINS SHOWER PANS 11, TOTAL FIXTURE ' )UNT: 4) /A x $3.50 $15.00 ,Si INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN A ,ORDANCE 1/11H THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLU1PI1116 CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-b8 / CITY OF R te_ 4 lotida f`i� Official J y� 9 Office of Building INSPECTION J.O L J REQUEST FOR INSPE J �o � g � � ,_____ .- Q 3 Permit No. Date 3 1-1 A. S� e - 0 SILL(42 Tim � �� . Receive s at r _ _ Locality / // J.. Address / - / , R ` ' r / . tractor i �� • �. B " Owner's {" Air o .. N. o . "`—�� '� L - " 0 Roug 0 Heating 0 CONCRET - • inng Cl Top Out ❑ Fire Place Pole 0 F ooting Temp Sewer Pre Fab Insulation t S 0 Final A.M. ...:; Re Roofing Lintel INSPECTION P.M. Insulation READY FOR Friday -- Wed. Tues. � n. P.M. nal Ins•ectio`: Inspection Made C ertit : - o Occup- Inspector � � to . '. all a , 9 CITY OF `� 800 SEMINOLE ROAD 4 - - -__- ATLANTIC BEACH, FLORIDA 32233 -5- S ____ - TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 NOTICE TO: Water Department FROM: Building Department Cam DATE: 7._ Jo t Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address s ' % (.64.1a_ � l //) Sincerely, 3 f r, /6"--1 7Z/LA-(.4. Building Department { I ° r r ° �1`' o ° �erttftcat' of ® ctnpafltU �� ° ° (nitu of �. I o ;- tlantic Vend! ;floriba r f, e E �IEtYriEl�t ofutldtn �ttEettDri j�; '. • = Th is • Cert • is sued • pursuant to the requ • of Sect 103.8 of the Southern Standard . f1 \ MI" ° Code certifying that at the time of issuance this structure was in compliance 0--- � : <- Building with the �%i n t o various ordinances regulating building construction or use. For the following. ° ° i - . ' ,x 1,,Ii Bldg. Permit No. 1 r/ Use Classification z ' /� a n a c ?SGac�z i I. Fire District • -•:, ; 1 Group w t x , Type Construction 1 C . Isar p f Owner of Building tr a ..1..�..tc �. : �.., is it-, B.� c.. 'il Y`I, 3 3.3 �.' l�� ) L v .}, Locality l �:/ �l: / A L (:ki Buildi Address 22 t " 1,t s h By - uild Date: Building Official '� r ; POST IN A CONSPICUOUS PLACE II l ° ° °° • A/ €35 °/4 2 9 „ I / v. 80 0C.) u C 4 C3 - .ACKsit V' '... F !'. 44 ''' . ! 0 b seer ;( )Ai y _a _ c, 7 Y” 4 © I A rLA,v 71( F '• Ac *a ;,,1 /. f--'.,,p PL 4 7 Rn ..., 6 0 a -a / 1 i f . A / ■ _ � 3' @ Q � :4 It" PV V • '� T / ;a I t 0 ~ 5.7 7 r; W PI //2 N. �� 2C C> 10.4' j 1 ,, 'I) ti 1 1\1P1 % i .� ` d NI r, to NAP • �b A ( • 0 0 . 4 // /. /d8 1 p :y ..' O" ' • as I--. - 1 • 6 �a • ;'ti�._ 4 Oh" 5 r„AF>ogpa .- Q Cy. _, 1 .__ C t r ; 3 1 /14 °o I • , d ' . ,. 7: ‘) I I N , . PI, • i I 0 —4 , A ' CTC. • • . ,. 1 \,, •\ i , / • La. (1) N lip . N . . 0 tl • g ' --) ( i0 ' \l' • 1 '• . , ,, i •,, n _ . , . i_________J np, v) • "7 iv'P,SE . . . I t. 2 0 U 'ZI. NI I ,i) k • 11 f — . --. — ............— 00, 4101111111•IMINIM - 7 i; ) ?17 Li) w 0 rY Vg.3C) " - 1 N• . ---, 0 5-tzi N. tu 4) 4. ..). g (i i , t c) cj cr: - 1 1. ' ---- , • .., I 4 1( _,9 tn c tA z s4 0 cli ' t .../ f(1‘) ; '..) vt..— ..• ;-... , ,rt'lQ 10 1." p i•'. 4 , , ‘• - 1 1) ,g1;c) 3 •ct Cl■ • CC % P c3g ---, ' ' ■ '-- • * . . 1 . : — . ... ;.: Z , • Ii!iiii141ggE ..„ .., ,..),-,-) 4, 2 ' ,—: ....., v.. *Ik. J •‘,--' —«: Eg .'.!-*."..-..''',`,,,.:_:',.; • '('• C.) (1 4' .. r\ EE............_.:!-1.-=__.: ,,_.. ._, C / T Y 0/ r ,,,,, fr r -- 26 4 7 ) .../ACK50A.IV/1-2...E.7 1.." ,-- i l'ill 55:1;11°C'Alki 37 C /TY 0-P' Ar :— 1 1 I liTLAIU 71( at ' ( 'z' i 7* i 6 j I I _ .... f? I 1 C .> ; • (3, ,....,,, > ....., e) If Cil (; -A •-4 4, 0 , z 1, li • ill s nl:k ‘...._. r- RI 0 ''.--, :--4 I c'l rT, -t, q) --•:-. rt, i () .4 t t, ?P t s ,_. I kt vi M r-, N ' , • -■,) ,----., ,..! ..e C ,.,, , N >' r 1 rt, 7, i . ( I r ':i' 1 I f (11 0 5 _), il U '1 (LI t. rei cit --4 7. , -7 ,,, > > jo 7 dr I ....... ry 0) 91, Cc, - " -- •4 \ ■,.... it L____ 2 ''■"I -P. ‘) r- l i • A) b --, - 1 ..---,....-. ill •-..1 m a .-.- x3 rri f,r (A ftT . 0 rn 1-•,..4 kr) (' -.4 –4 (-11 / &2' VD' ut , co o, v --- ... -_, 13.7 .-,:) Cl t r' 0 - , .. 1 _......,.. ____7. -1.- - -- - • , ki, ,,_.__ /...._,,Z______________ D \ (/) ii 7 c)f---. ..-:---. -- - .,---_------. _ ,--al _ ._..__. 7 .- 28" E . / . 0 7 / 7 ..--- T,Wo - --- --iz, - < ), 1 , „ ' ' i'" ' • :' * 4,-, , ' ■,'`ii 1 1 1 ', ' '''L:' ''''„, ''' ... ' '1 ' ,.C.),: ''', ;r49 4A 0 4,3Z. ', ''',..-1- 'ir "1 ' ' '.,:';'. ' '. '..‘"' 1 ' ',. ' ' ' :, . '3";" '''; " . ‘- ' , .„ : 1;;,' ',-,.'..., :'''‘ i i` - ' I s; i' '' ''.:, ' kr* k ` ., ' ,' ' ,.'71',1,.. ,,, .. ,'" '''':, '-, l ''' ' ' , ., , , A, : ', ,,, ,,„‘,.; i',„ ;••• ,,.■., ^ ,„t„ ,: 1 .1 ,.:, ' ,trt.„t. ..T., • i,..* -,-tif ' , 47 4 :', , ,.: ',.. : •,, r' .„ " , , • , , " ..44 , ,,, ,-)1,.,',4' , e , ,,,. , . ' '' , ' 4 ' A,il'il'il-Tirf. tilg'' -,,' 1 . ' '' ' '4 ' ''‘`..,` ,, .1 ,- ' , ' ' , .+ ' ' . ,'" 11, ' )'1,ii ' ,.. ;4 f`,1;', 0 •„?,pf,4 ii.,‘,,,,'' ',"'.' '' , '. ' : : '.....: , '- ' ,,'', - , ,•,.. . , ' .i ' I ' ' ' , , ar, ''' ' it '.F: ,l',1640,■!}:,;. i taft;',• '" ," ' ' 4 ; 4 : 1'''' ; ' ' 'Z I 1:: • i..,' it' 1 ' '''' : 14 ' 0 31 1: : ..' ,, .t : '?,7,._',4",: -.., '11) ^,, . ''''',, ''' ' :Al r'. - ' 44 : '''.'.. ';'• \''' "1;4' 1.0 '1,`'''' '''g'''" ';Y:" ''''' :["' r r, °:,':''' ,'11$:,',.**Rff1.4*;i, .4,- A`, ,,, ',,,,,, ',".;:- °I -,' , r , -, ,, t . '■• `, ' 0 , „ ,,• • — ' 1 1 ..........r.........lopysarassFamor V) V) • 4 -- LI) 1,...4. i r2 ' t,': J.) ... w , ' '' 1 . • 1 0 • - _.,,,, C.) 1V) ,' ••• , '': 4 ' .14 11....1 f., . No ■ . ■ , . , t 1 ',.. • % , I, r") ' 1 ..; C ‘1 --•", ,,,0 ," w ).•-• N• IL T1 i; ='• 1 1) (,, , .7i Cf) \ )' " 1.1 N Q.) a • ■ „ • k. - -4 4" -,, 4-) ' w (1) r- - ,, , v,,' ,- ' I C 1 1 ck3 0 - I fi . .“! — Ai C- '-. ti o' 1 r , '' ,■,' ''' i k- J , •'." ii/LA ' :-' r 1 -, - v''' , (.) , , , 4) .. L '- ;G '1 -- .. .. ,, , (.. "I. S `...."" • J ■J —, ' r ' ...1 ... )c- "Z . 0 , l, ' .■ "T . ,-.), A g . - N. .. ''' ---',,,.,. ' I .•: 1 ', ,-, f Yl, 1 ; .,.0e- ,.1.) C• .2 a! '' .. - 'N r''''. '.1 .'■■ I '', s ' / ''' 7 fxtJ rl li, r' \7,1 7 ,--, . '7 --- , , \', ■... ) , '., .,...: - A , 1 .., .,_ ... . A . ..i. , ..,,. ,. , ---: .,, b -.-. 11 4 ,. r- , '44 Ilik `4 CITY OF ATLANTIC BEACH , j ;•J 800 SEMINOLE ROAD - r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 f ` /' Application Number 03- 00026217 Date 6/03/03 Property Address 224 S OCEANWALK DR Tenant nbr, name INSTALL ONE FIXTURE Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor UTSET WILLIAMS BIG BOY PLUMBING INC 224 OCEANWALK DR.S. 516 11TH AVENUE S ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249 -4744 (904) 241 -1880 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 42.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 42.00 42.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 42.00 42.00 .00 .00 NG MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN f IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS t ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. LDING OFFICIAL r e , re C. eyo `� CITY OF ATLANTIC BEACH 4 -< P e�rn0 f PLUMBING PERMIT APPLICATI_ Date: 6- 3 - Q Job Address: U 4-5°) I. Owner of Property: daq y OCea U1/4 1)1- S Telephone: — ?. I Plumbing Contractor: W c.( (° ` l o7 Contractor's Address: CIO t t A" fir- O r x tD C C Telephone: qa -(9q 1 - 1 Fax: State License Number: p.r 06 C9 6 7 G How many of the following fixtures (re -piped or new): Sinks Showers Water Lavatory Water Heaters - Hose Bib Bathtubs Dishwashers Sewer Urinals Disposals Other Closets , Washing Machine Shower Pans Floor Drains Re -Pipe (List fixtures being re- piped) Total Fixtures: x $7.00 + $35.00 = (Minimum Permit Fee: 535.00) Signature nature of Contractor: 7/14/e- g Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to . schedule inspections: (904) 247 -5826 PAGE 12 8:14:30 INSPECTION TICKET DATE 6�04�03 PREPARED ATLANTIC INSPECTOR: LARRY J HIGGINS CITY OF ATLANTIC BBACH ADDRESS . : 224 S OCEANWALK DR TENANT, NBR: INSTALL ONE FIXTURE CONTRACTOR : WILLIAMS BIG BOY PLUMBING INC PHONE : (904) PHONE : 1904) 241-1880 249 -8 OWNER UTSET PARCEL . . : 169463-0042 - - _ APPL NUMBER: 03- 00026217 PLUMBING ONLY ________________________ MINI!: PLBG 00 PLUMBING PERMIT DE r RIPTION REQUESTED INSP TYP /SQ COMPLETED RESULT RE ULTS/COMMENTS 41 -- 01 6/04/03 LJ IP UNDgRSLAB TIME: 13:00 `71'6 - - -- r W LLIAM, 241 -1880 ------------------------- - - - - -- - - - - -- COMMENTS AND NOTES --------- - - - - -- CITY OF ATLANTIC BEACH j �� 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 file J ' - INSPECTION EMAIL REQUEST: Building- dept(a?caab.us Application Number 07- 00000554 Date 4/24/07 Property Address 223 N OCEANFOREST DR Application type description ROOF Property Zoning TO BE UPDATED Application valuation . . . 9200 Application desc re -roof/ 30 yr.Tamko shingle Owner Contractor BORNO, LOUIS SHORE ROOFING COMPANY 223 OCEANFOREST DR. 914 7TH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241 -8842 Permit ROOF PERMIT Additional desc . Permit Fee . . . 76.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 9200 Expiration Date . 10/21/07 Fee summary Charged Paid Credited Due Permit Fee Total 76.00 76.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 76.00 76.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s -.Af BU ILDING PERMIT APPLICATION J CITY OF ATLANTIC BEACH �, 800 Seminole Road, Atlantic Beach FL 32233 �.- aril Office: (904)247-5826 • Fax: (904) 247 -5845 rt Job Address: 01Nb QQ_CO r p t1( M Permit Number: Legal Descri tiony %• co\ r - »'b - ?Ici 0 8•S• �qE b 9 -�� -aRE 0Cear \12 v4� ►�\ l.,ok y5 Y c, ix bilk ?A (E\Lo\ -v n Valuation of Work (Replacement Cost) $ cb © 1 aC7 • Class of Work (Circle one): New Addition Repair • Use of existing/proposed structure(s (Circle one): Commercial esidentia • If an existing structure, is a fire spr er system installed? (Circle one): e o • / • Is approval of homeowner's association or other private entity required? (Circle one): e' No Describe in detail the type of work to be performed: R< -COO c- - ? ) t(\C -NC i,rnAcI b • a WY \Cq 16.51 V � or Property Owner Information Name:, q u l•- t-1(:) , - J‹ Address: 11a)3 OCc_cm t& Of R City ( \e,n�Le C `rx State41 Zip - 6'd, 33 Phone ( 904 ) 91 `4 V q3 $3 Contractor Information: Name of Company: \r\O ) I\ C_ Qualifying Agent7WpWr, 5h0f Address :IU nirh 'At., S City 1 i r . r, State - 4 l Zip 9 j . 5D Office Phone 9N'k\ bt Job Site /Contact Number a,'a,l n x,41 State Certification/Registration # C.Q.C. 0 5 A t?-1\.1 Office Fax # atm. a ye Architect Name & Phone # Engineer's Name & Phone # Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced rior to the issuance o rei permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit b null and void i f work is not commenced within six (6) months, or a construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to gave authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of , s uction. Signature of Property Owner: /`- `r(' a'`-c , ' Signature of Contractor: Swow to and sub cribed before me Sworn to and subs abed before e n this ay of RVi A ` rt this 2i Day of �\ i i� Notary Public. S)O5( - Notary Publi• 1. � ' A IL Its it ► - kl. _ .: 7 i rvirin .se rir. e misew 11 ees."4 MAR. OWE k REVISED 03.05.07 " - 'o""l�'' —' 's, IA t Banded mu goom24254 (4) a Io sd N (1100) 24251 , • - ti ,, Fl 0 florid. Nary Assn.. Ina 1 NOTICE OF COMMENCEMENT State of / :- Tax Folio No. '/ / L/ 3 001 g County of LIAM To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: la -00 1 O $ - .2.5 0/i 1= Q -- 2.S -a 9 e 3 ') -2 S--2?' - 0 C t r ' ii K Viv► f - 1 1-01 143 Pl+ } i s ii 4- 0/2 13K 6 I 61 ---.6 1 Address of property being improved: ',423 (Lou LC� 1 ` A/ 'vt , ✓ 4/ 1- t General description of improvements: 12.c (L F. Owner: P41= i�` -E--! L --o- ' . [-owl 0 ddress: 2.23 flGt ei .✓ F civt s I- 19 v /l,/ At 4 l4 c /37 4 J-1 3 22 Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: -6/31 Sh 8V se----- 0 ," � Contractor. S7 iv i r_ j2 o 11 1= , .71 Cc' v',1 PI' .... Address: 9 g-1 9/- >&3v -c S .;rtr- 137w fi 321S d Telephone No.: „111' - fi 2- Fax No: ii/- i6 4 / 3 Surety (if any) Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(6), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: F Date: >3 6-2 1 � -- - --- l�� ? in the C • i of � oval, State Before me this 91 d L N, � Doc $2007134935, OR BK 13940 Page 1213, O f Florida, has personally apps 4 . k y na Number Pages :1 Notary Public at Large, State of Florida, County of DuvaL Filed & Recorded 04242007 at 08 :43 AM, My commission expires: �Q•�jp •O JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY y or RECORDING $10.00 Personally Known: Pr Identification: _ 1tr —: C vki. �' . _ Is To, Q, � Oo dsd eft 0p .4254 T 1 N y Assn., i s ; ADDRESS_ _L? inaeg( a BUILDING PERMIT NUMBER 61 INSPECTIONS: UNDER SLAB PLUMBING / FOOTING /=Q ""/ SLAB FRAMING 3 COVER-UP 2 L i INSULATION -3- / FINAL BUILDING CERTIFICATE OF OCCUPANCY / ELECTRICAL PERMIT # / INSPECTIONS ROUGH FINAL 6 / MECHANICAL PERMIT #______6;5 PLUMBING PERMIT NOTES: • � 15624 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH' , CH .'- PERM T IN RMA'TIOti - �.....><.. --.. LOCATION INFORMATION ..>��.�.�.�. -. I ec ru i t, , Number : 3. 624 .Address : 224 QCEANW+ AL1 DR SOU'?li 1 P irm..i t Type : NA,4 4I1 POOL _.". L FOAL, DE SCR IP ION ` Con tr Type .WOOD rR � B1.. oak : ' Lot :19 Tw a 0 .} Proposed Lase «SINGLE P"AIILY Sect 4 rkc , 0 Subd: Rnq: 0 ; ' Dwel1a:ngSr 0 Bu divjsibrs *OCEANNALK ` Est. Value. • 0.00 r I rov "ost: 6,000,00 ' 'r'ot.a1 Fe 3U - U , �� ' , 30.00 Ara a tz I s' n * '' 4 s. ? §'P t " n ' M,a , t.. , -,.._ PPLICA'T .PEES ,.- :. k N a mte �,4 ,. PERM # 3 0 e QQ AddaW : 2 , �„ � DRt 1VE ` SOUTH d , ' ,C " $ 3 � E FLORIDA 3 4 3 ;b k � ' f amp 4- r �� ,W * R ORt4 A"T I Oh ,. o . ra * LANDSCAPE , RA4: CO 0 IN C. i __,ti.. ' . l I. -515 ...' `H * B IKED" SOU EVARU 3 SON\ :° , FLOR1DA 32257 Li o ; C'PC 4BB � � ESP / / ""'~ , I . ,'' 1 i NOTES: 1 1 1 C. 1 6 1 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 241 HOURS PRIOR TO INSPECTION k { BUILDING MATERIAL, RUBBISH AND DEBRIS PROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST SE CLEARED.UP AND AWAY BY EITHER CONTRACTOR OR OWNER t �f MECHANICS' l' LI VIA CAN RESULT IN "FAILURE, TO 'COMPLY THE MECH�RNIGS � EIV Li ',1A1 PROPERTY OWNER PAYING' TWICE FOR BUILDING "IMPR VEMENTS. I I SSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PgRM+MIT'AND SUBJECT TO REVOCA TION. VIOLATION OF APPLICABLE 101�ISI0NS OF " i .m YR ",t ":-.' 7.. 1 ATLANTIC BEACH BUILDINGDEPARTMENT 1 , x • CITY OF ATLANTIC BEACIL APPLICATION FOR POOL PERMIT Job Address L OGQgh 14./4Ik t, S o , ,MA Lot # ) 9 Block # Subdivision Oc eq c,q IGc Owner R40 1 /, U Address 22(e. ' 4/k O��'�c Sa�� ��� r gc «�� f '1. 32,-3 3 Contractor SA9wi, 14. 13 th e , C u, ��, Po,/ q4) LQ,JJgf,e 4c 26 z- 819414-0 Address 3)50 Tb o►.oti7, 6r. {1 P1 �d -0� /t )-'/. ) e.,/,5 - 7 License Number c p - C o f d 8'e-Y Valuation $ /6 000. c Gallons /y OE SITE PLAN front D PA o A 1°61\ goFAa Cl fd\NG &ZEN (n pIAN Q119` 1 2; 7 rear / Signature Owner —'' d/27/9?--- Date Signature Contractor Date / //Z 4/y7 RECEIVED NOV 2 6 1997 City of Atlantic Beach Building and Zoning III NANCIAL PRINTING; ymRrjrjy lees D iiiim d.]hT o°� ►� ' S -t ilotice of Commencement IN DUPLICATE) Book 8787 P g 1786 To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property p y C Q ti �/a - - - -�� r 1 4 ! . ( c li z. 3 3 • General description of improvements ____S )14 J.- 4 7 1 P° Owner V e1 b ) 1 v �J s S e - Address 7-1-Y Owe qw w a � 1< U c .s t1 1. A ,tla lic eq,d fl Owner's interest in site of the improvement - Fee Simple Title holder (if other than owner) Name Address Contractor S . D cif y C ti ? )- » L rl k c Address 5 / 5 ] �. L < U 1 ,4 - . Surety (if any) Address Amount of bond $ Name and address of any person making a loan for the construction of the improvements. Name Address Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address - In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Staiuies. (Fill in at Owner's option). ivattir ----------------------------------- Address DEPARTMENTOF BUILDING CITY OF ATLANTIC BEACH ii -- PERM INI+'ORZ A "ION _ _ Lt CA'DION INFORH 1 ION ,__ --- , r. I I I Number: 1 Sfi41 Address 224 OGEAl ALF DftI E SO 3T ` t Permit '1'yp�:RSTAININc3 WAIL ATLAPITIC >31I'ACH 'F'LOI II3A 32233 CI ass of Work:N lO_ - - LEGAL SESCRIP IOT+I _ �_ I ass T ec R __ 1c�c Lcrt;1 �'I'w+�_ aLE ILY Su d; j LDwe11ings "i O Subdivi�i'c�n.00EANWALE Est V 1t e o oo Total 52.51 a Date �. 4 , 997 , wo s y p 52 50 ��� - '. I� �� ', TI ON .� = ° -.-�.. I� AP L 'ION EASES A - - *i t ' ` t ' itI 1F E sou�H `* E g "LOIUD 3 2233 � � 0 '� ,y �.. . _ C ` . R > O Af l a ,l A O a , A'1`� ,, (3 L `' AI} � * rota _� 204..E 4 (*EACH , FL 32 ` NOT10E INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION �. UII.DJNG MATERIAL, RUBBISH AND DEBRIS FROM THI WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE . ° CLEARED UP AND HAULED AWAY BY ` EITHER CONTRACTOR OR OWNER F � t ` A LURE T COM PLY W #TM THE MEC; #AN #CS' LIEN LAW CAN RESULT THE PRO PERTY OWNER PAYING TWICE FOR BU #L '##rlt� I PRCV I# NT S» ,, ,,,,,,, : ISSUE AGCOROtNG TO APPROVED PLANS WHICH ARE PART OF TH PERMIT AND SUBJECT T O REV ()CAT 1, Vt LATION OF APPLICABLE PROVt$IONS OF LAW. ATLANT BEACH BUILDI DEP ARTMENT g � Y } • i , . � , ' � ," CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Atdd r. „„ss ____22Y a an . So, Heated Sauare Footage 1 id r'' ne EST f: _ Garage/She ( I O ie ? arp +�.: _/ _ ,fir v__ l t {f ' �;pe_ _ r__ _ ___ VIL_____ _ :„ , t) TCT _ VA � ..'_T: _N : O c' / S 0 00 /5. s;oo T:ta_ Valuation 1st $ /6 ti C)BO* ,F*)reCD 5 -V0.00 Remalning Value S S7 © thousand or portion thereo' TOTAL BUILDING FEE S 3 0 0 + 1/2 Filing Fee S S70 ( ) Fireoiaces @ $15:00 $ BUILDING PERMIT FEE S 5.2i5O WATER IMPACT FEE $ S lc EWER IMPACT FEE S WATER METER; TAP _ CAPITAL IMPROVEMENT S ___ SEWER TAP S RADON ! HRS t .005) S SECTION H PAVING $ HYDRAULIC SHARES S CROSS CONNECTION S SURCHARGE .J050 OTHER GRAND TOTAL DUE 3 2 • Src� ADDITIONAL PERMITS OR FEES: Mechanical P! umbinc ____ Electric/New Eiectr? c /Temp : SwimminaPooi Septic Tank : wel_ : Sian Finish Floor Elevation Survey Other CALCULATIONS and /or NOTES: CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s): i&--4 VU /4 G / Address: q Xe6g/0 4k AZ. S Phone: 2 ('/C-- /7 / W Lot # , Block or Unit # Subdivision: Contractor: /_C'/1CL / // -1, State License # Address: .21 tv ~5 e Z-11-1" n- / Phone No: City re i.// cel , State t2: Zip Code Describe work to be done: e MIL Present use of building: PilAkk f V L Valuation of Proposed Construction: jt, f0O ' o 0 Proposed use: A 4 `, -- _ if Is this an addition? ,1 If yes, 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 /A SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFF'•T T, IF OWNER IS CONTRACTOR. Signature OWNER: -- -- 1 i / Ir i Date: 7 9-- ` < Signature CONTRALTO R: 74,77,-1,X.--... Date: AT / 41 Sworn to and subscribed before me this ' day of > 199 J E��� _ > . Q Q R .0 � �c'\G E ( !� / 0 NOTARY PUBLIC STATE OF FLORIDA AT LARGE Q A p 1 :1P 4 r . s �� "���� „�,, C ` '�► ii/ 3 1997 : , t MY COMMISSION #� CC � 55. 1 EXPIRES I �- P`, August 27, 2000 City of Atlantic Beach ' BONDED THRU TROY FAIN INSURANCE ,INC. � Building and Zoning $1: 'i FLA. Ise? LAWS ft RAMCO FORM 400 FS 715.17 Nutter of «muuct!unnt IF IN DUrLICATv 0 TO Whom it twig concern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE. OJ * OMMENCEMENT. m Ci. ,i)----- L / l Description of property 1 a 'l al a N . co Aef, i .e a , c / I F,(,_ is 33 0 0 CO General description of improvements ' Bk : 8790 P g : 1770 D'orlt .972(o-9809 Filed & Recorded ///"``}}} (� /. /�� f� /, ,., J y1 2/0,p3,/9�7, Owner lJ`l , J HENRY W. COOP. CLERK CIRCUIT COURT 1 IJV ' COURT , I Address - 2 '�'I b C_51 1 titAt �- ..... ?' "- C � .. , ' ..i i C / ..41 Owner's interest in site of the improvement..........!' Fee Simple Title , ho / ld. (if other than owner) Name w �� Addreu • Contractor ��� ' / 0--- Address ` G- e) 2 ,( 1 S'C(,i)--,-' )7....5 _ Surety (if any) A// 1 .,( „\\ , P7" Address Amour* of bond $ ct Name of person within the State of Florida designated by owner upon whom notices or other documents may L(' b. served: �// (VOJ Name ("l 4 r = `'' Address it 4 I n addition to himself, owner designates the following person to receive a copy of the Lienor's Notice *, i as provided in Sec on 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). r Z Name . • /`3- L. o .. k Address a) a) Ln - .2 -0_ : U,� O ` E P C o v i 0 t O Q c = - a) .= U O �� .= to W =a a O C , = 0 C . C ,�. N 0 0 o U D 0 a) N ¢)= �� W W �_ a) = a) L .., Z a) t4 L- c . ,_ > � 1 _ — O II. 0 N N O O u) �II a) -= a) to — o - L. O ._ a)0 .� 0 c4 0— v) a � = 0 � - U ` U u) CO„ o o H a)•— O c.) c.) -Q W •emu U _ >, 0. ^ L • C •+- N = tr) a) — r v) as . C Q Q .. Q) [II N O O N = LII U = Q) r L c� 0 (�� U U 0 �� • �� 0 — =0� E0 Q a) F-- U �? O c� o U U Y _ � O tn Cid O , �.- W 0 0 U U O p= U U O m q a) Q) Q) U tII >, .O N U0 a) m= > , F-- U =a) N C a) C i = a) fly _. i = 0 3 °) ,_ m = 2 a) n 2 C > O c4 a) • U v) 2 .0 0 Q 'II O cu v) Z � E C m = 0 Lt C a = o E c O O Q l ) = = -0 o — CZ Q -D = C = F- cu" 0 ,� E E - - -II C U U C o o 0> U II EO -z, caEc oa,, 0 o� c-0 W O a) a Et) ` Z d q U U 0 N U 0.0 C Q O 0 C iL i 0 Z a e N 0 Q,'c o u. 5 — Cr as ,__ L. C as ._ (4 , , o 0 •- �cu :- 0 O�� �— =,-.75 m E 0 r W o N E 0 � oo•5 a Lh .,= c��U i— D 0 ° Li- Zv) (._) _o E _u.O11. a� co E D � a)� E2 Eo WU W = Z. c-) 0 � .J F- O _ =T.- C — , u) =o. , -•Nc' Lri cc> N o>- m Z a) ' PROFESSIONALS: reL ' ROBERT D. CONNELLY, P.E. H. PARKER HOWARD, P.E. JOHN N. LEWIS. P.E. WILLIAM R P.E. DUANE R. . MERRELL, P.E. BARDIA NEZHATI, P.E. Connelly & Wicker Inc. RICHER NIST,PE. RICHARD C. WELCH, P.E. Consulting Engineers �� 1 V MARVIN L. WICKER, P.E. J , November 20, 1997 Mr. Bob Kosoy, P.E. li Director of Public Works City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Re: Utset Residence Retaining Wall CWI Project No. 9701 -00 Dear Mr. Kosoy: Enclosed please find three (3) copies of the following information for your review and approval: 1. Swale design spreadsheets showing the before and after conditions. 2. Sketch showing proposed location of retaining wall relative to the existing ditch and house. 3. Sketch of retaining wall elements. 4. Notes for contractor specifications. 5. Design calculations for retaining wall. I have reviewed the drainage plans for the Oceanwalk Subdivision prepared by ET &M and the Stormwater Master Plan prepared by CH2M -Hill. Based on this review, our site observation and calculations, it does not appear that the proposed retaining wall will have any significant adverse impact on the function of the ditch or adjacent properties. Please call me if you have any questions. Sincerely, , 4/ (--- Gary A. Abbey, E.I. Approved By: Richard C Welch, P.E. Project Manager //e/ GAA /plh cc: George Worley John Cook 1:\979701 -0\LT R 11199. W P D 1711 SOUTH 5TH STREET • JACKSONVILLE BEACH, FLORIDA 32250 • 904/249 -7995 • FAX 904/241 -1126 P. O. BOX 51343 • JACKSONVILLE BEACH, FLORIDA 32240 -1343 DESTIN, FLORIDA • CASHIERS, NORTH CAROLINA ri Connelly & Wicker Inc. ■ L. Consulting Engineers 1 Swale Design Based on Mannings Equation 1 Project Name: Utset residence before retaining wall i Location: Rear lot drainage ditch Project No.: 9701 -00 B : GAA Date: 18- Nov -97 Page : 1 of 2 N Depth of Bottom Slope Left SS Right SS Flow Width ( %) X:1 X:1 0.03 3.00 16.00 0.100 2.0 2.0 DITCH DESIGN TOP OF BANK ELEVATION = 9.00 DITCH BOTTOM ELEVATION = 5.00 TOTAL DEPTH OF DITCH = 4.00 ft TOTAL TOP WIDTH OF DITCH = 32.00 ft BOTTOM WIDTH OF DITCH = 16.00 ft • RESULTS TOTAL FLOW IN DITCH = 177.2 cfs VELOCITY OF FLOW = 2.7 fps FREE BOARD AVAILABLE = 1.00 ft FORMULA I 1.486 FLOW: Q= (R) ^2/3 *(S)^1/2 *A n 1 X- SECTION AREA OF DITCH "A" = 66.00 sq ft r WETTED PERIMETER "P" = 29.42 ft HYDRAULIC RADIUS R = A/P = 2.24 ft i TYPICAL SECTION I I I 1 4 32.0 ►I TOP OF BANK ELEV. = 9.00 I -- — WATER ELEV. = 8.00 1 , 1 il 2 BOTTOM ELEVATION = 5.00 -r ROVED , —1°1'1 f NTIC BEACH ' A 19UIL DEC 0 4199 7,2_44/ /// x/97 Y Y Connelly & Wicker Inc. L_ Consulting Engineers Swale Design Based on Mannings Equation Project Name: Utset residence after retaining wall Location: Rear lot drainage ditch Project No.: 9701 -00 B : GAA Date: 18- Nov -97 Page : 2 of 2 Depth of I Bottom Slope Left SS Right SS 1 Flow Width ( %) X:1 X:1 0.03 3.00 18.00 0.108 2.0 0.0 DITCH DESIGN TOP OF BANK ELEVATION = 9.00 DITCH BOTTOM ELEVATION = 5.00 TOTAL DEPTH OF DITCH = 4.00 ft TOTAL TOP WIDTH OF DITCH = 26.00 ft BOTTOM WIDTH OF DITCH = 18.00 ft • RESULTS I TOTAL FLOW IN DITCH = 177.3 cfs VELOCITY OF FLOW = 2.8 fps FREE BOARD AVAILABLE = 1.00 ft FORMULA 1.486 FLOW: 0= - - - - -- (R) ^213 *(S)^1/2 *A n X- SECTION AREA OF DITCH "A" = 63.00 sq ft I WETTED PERIMETER "P" = 27.71 ft HYDRAULIC RADIUS R = A/P = 2.27 ft I TYPICAL SECTION I I ■- -- 26.0 - - -► 1 TOP OF BANK ELEV. = 9.00 i I — — – WATER ELEV. = 8.00 1' I ' 2 BOTTOM ELEVATION = 5.00 II i 18.0 ✓ v' 111 9 2 . ., 0 W Q cc _ 0N07 „0 L _ ,, o ONI18814S 9X? o � �I v� 14_1(7/30 W � Q ��� _7dl:JnB_ � q_W w� EZ „o - , f cD °o w oz �� � LU CD EC oWZ Nz N Li. O O Q OJ W O W ?? k � O Z� JJQ�10 J 1 �Q m p, �QZ NC.) 00 �1Z C.) 0 Q� i v� JO�J J Q CO 0� j f- _ EE CC vN ->"--< cL-- 4,4 N CI H1 d.30 NOHON'V ` _ � � ��� „0 -,l Q �G D N d _71N80 NO „0 -,9 03OVdS (818Nd10 dll • N/N „9) 9N17/c1 dd8N11 0N07 „0 -,01 ' (11-/0G1-/ • XVkV „0-,0 1H01_3H N0IS80 „0 -,fr) 11-19131-/ 08S0dX3 0 oz W Z u W C W Z C--)1-- � moo ° ZI- OW � C ‹L QQ QJ LW k- WC I 1-- c) k �� Z • Q Q W W W W? CC W a j Z C.;. 0 k O x Z W Q ��� F- �CUWQ W�� J � W JO Lj • Win W c c ZD --- F_. CZ (3 2 0 JmW m LjQCD ‹C :, W O ? Q ZJW Qi �0ZOI��WWZOO�N Q Z CV �u) ° Z� =0_ OWW� � Z�� J00:— W U c z z m v U W Z J ZZ � = O� N O W Z U Q JE �Q�� O - W� W �Z N Q k � WLCWQ ��� WgJ - O z 1 Un v ti WJmWJ JQ ELI k- CiQ Wz to = 0_ � 0,- - �- Q Wz COW C 7 W Q d Z = k- ZQ C2 a : I� O v_ C LIJ CD CD cif- _ W WO � ��W� W .< • Q: W m - i Ud �CD I - Z k CI 1C12- n_. O � Q I- � Q Q Q W� f Z�? W J J --- cnUJ "c OW ▪ O `Z LTC O - �WU Ll Q O U O Z O Q Z W U CZ I - W -) I - W U Z Z� � C U .)�mQJ --<L - --- - OQ Lu �I- QQWQI - W UQW Z m0.- 4._ c2 0L.)Z ~ N O n ,.) C, 9701 -00 DESIGNED BY: _DRM_ DATE: _11118J97_ CHECKED BY: DATE: Retaining Wall for Utset Residence • Design of Anchored Timber Soldier Pile Wall kips 1000.1bf psf = ibf pl f . _ !bf ft ft 110•psf these values are conservative for saturated sand 4 = 32•deg back_slope 0.00.8 rise over run (assumed level) top_of wall := 5.00 • ft design for exposed height of wall of 5.00 feet maximum normal_pool 4.00 • ft assume water routinely stages to within one foot of top of proposed wall face of wall := 0.00•ft pond_slope := 0.00• ft rise over run (assumed level) bot_of _pond := 0.00 • ft to of wall back slope _ Anchor _Force _ Force pond_slope ;y -- P1 � ` , face_of wall y V — I X P2 _ - 0 0 0 2 / \2 K a = tan %45 deg - - ) K = tan 45-deg + K a = 0.307 K =3.255 1 2 p 2, P a '54(a P =SK P 33.798.psf P= 358.005.psf wall_height = top_of wall - face_of wall wall height = 5 -ft height_adjustment = I + 1.5. (back_slope + pond_slope) height_adjustment = 1 Design_Height = wall_height.height_adjustment Design_Height = 5 •ft Design anchored wall for at rest soil pressure... K 0 = 0.5 P 0 = 8.K 0 P 0 = 55 .psf P1 P 0 -(Design_Height) P1 =275 •p1f m= P 1 L= P 1 • Design_Height + m • (P p -P 2 m = 0.908•ft L =812.292 •lbf Assume anchor is connected 12' from top of wall... Sum moments about anchor point. y := Design_Height + m - 12 • in y = 4.908 • ft / P1 \ center_of_pressure = 6L / •(Design Height +2•m)•(Design_Height +m) center_of_pressure= 2.272•ft Find X such that summation of moments about anchor point equals zero try x: =1.0ft Given / 2•x1 / ( P - P 0 )• y + — — I - L. (y - center_of_pressure) =0•ft•kips x find(x) x = 1.543•ft 3 \2 P2 (P p - P 0 )•x P2 = 467.522 •plf Required_Depth := floor( wall height + wall_height• 1.5•pond_slope + m +.x + 0.5-ft) Required_Depth = 7 .ft Therefore, sheeting must extend 7-0" below top of wall < x := Required_Depth - wall_height - m . x = 1.092•ft Determine additional depth, Y, for tip of piling so that piling is not overstressed try z := 0.5-ft Assume 6" diameter piles spaced on 8'-0" centers (allowable bending stress = 1100 psi) (6.in) 3 S = 32 S = 21.206 in Pi1e_spacing 8• ft f b := 1100-psi Given r (P P (x + z) 1 I[ L - P (x + z) / 2 (Pilespan)fL O) b - 3 + / -P 0\ L- P P (x +z) 2 6/ (Pp O) - 2 P O z:= find(z) z= 0.992•ft Therefore, piling must be a minumum of 8 feet long. Use 10 foot piling for stability during construction. <— Check stress in 2x6 sheeting... wall height- 4•in Number_of wafers floor - 1 + 1 Number of wafers =2 3.ft / _ Sum moments about bottom waler to find force in top waler. F top X6 - •(x). 3 +m + wa11_height- (3•ft +4•in) ... / - P 1 1 wall 2 m + 1 (wall 3 (3. ft + 4•in) + (m)• 3 + wall height - (3-ft + 4-in) = 199.205 F top 1' -0" Y m x Sum forces to find force in bottom waler. Pi F bottom - - . (wall height + m) F to P2 \ (x) j� t 2 .-- I\ F bottom = 357.721 •lbf _ Check bending in 2c6 sheeting... i1 r r 3'-O" $ \ 2 j \ 4 /F top \ \ iF l • F • 2• to p - 4.1n _ , \ P1 in 1 M sheet to 1 pl / wallheight " (6. 12 •in/" ����� V F�2 M 0.097 ft ki s S ( • 3 sheet = p sheet • 6 S sheet =4 ' M sheet = 291.486 -psi Stress in sheeting is much Tess than 1100 psi, therefore 2x6 sheeting is O.K S sheet Check bending in double 2x8 walers... (F bottom 2 ` ft I • (Pile_spacing) M water M wafer = 2.289 • ft kips 10 ( in) 3 S wafer 6 S wafer 21.333 •in M wafer = 1287.796 .psi S waler Stress in bottom waler exceeds 1100 psi, increase size of waler or decrease pile spacing Try 6x6 walers... ( in) S waler 6 S wafer =36 •in 3 M water = 763.139 •psi Stress in bottom waler is less than 1100 psi, therefore 6x6 walers are O.K. <— S waler Client wants to maintain the use of double 2x8 walers as originally proposed. Try reducing pile spacing to 6' -0"... Pile_spacing = 6• ft F bottom ft ) •(Pile_spacing) 2 M water 10 M water =1.288 ft • kips S (2•(2-m))2-(8•in) 3 waler 6 S waler = 21.333 •in M water = 724.385 -psi Stress in bottom water is less than 1100 psi, therefore double 2x8 walers are O.K. <— S water OR IVC 504.17-H * OCEAA.I WALK (A vARI48Le R/1V) 1--, -: -•\--\ '..t. ..) .-• ' 29 LV , 80.00 ' -.•'-''' 85 ° /4 ) ----, . . • /45 . .. .. M.O. (...-... ) CrTY Or JACK5oNVILLE (PER 1 - 8 oo" : - - - .._ u . fr• • - * . I r • . secriou 3 7 5 C(...7/0■V 9 A crry or ATLAAJT/C BEACP ( "!I 1 0 1 k ••■ '1 . • '' ' •''-' : "1'c'r 1 (Frh PLAT) PI ,Zds 4 ,'• •'....t. (31 ch go in P Ole' k, 1,...- , .. • .,. -,,,,, I I 6 'v@ '" " ' b- r'. 1 '', I A 1 . if" '', ' Z. ' • ', . .. I C' 1 /II I • -1 ..1 7 . 1=i 35' 6.P. L. _. 01 t • 1 0 0 / I itil • / 0 .1 "si• ;° 0 . ; ■ . • 1- I •• ?Q, ., • i , 't t.. o ..- . '. . < 1••• `.. I 4 ;o 6 0 N 1 . .o- ° 1 0\ ' P '. . • . I //. 9--- lafr I 4 11 h 6'3. / • . .. -to . • • • - • " • • . • I 44. c'' N - ' • • . . , . . • . Ui 0 0 , :: • T4 / r _ c - p, '. ' ,,'...: . . , .. ,_• , ; . • • . -. ' -A - •-1 . 91 ' !" '-\ ()! • . • - . - . . ----. „ .• - - \I _ „LI : t ul m . c• :,.. *.. • : •7 7,. t N ‘k) y v C". C " I • s• N%, ' / 0 0.8 6. 6 .. 91). q t' 01 • •u (). .. ...a3", c3o / /. 2 ' A/ 7 ,14 . 6 Lti Zii --2-/ ' P I Ch . c•3 7 . K ^, l -..,. 0 .-. ,...... . In IL 0 C th . a u) -.1 (.), = = , , ?.• r\ F .... . ol 1 - u m ,- .,. Al I al AMI 0 "0 0 r c7i o 0. cp 7■) 0 f-e. 0 /ii N 0 i) 0 ... EN > ,... 1 .% ■ r 0 I] - `. ri :.... , Ul ' 0 ( - 1: 0 5. W '• -0 al . 5 i n PU 7 - IN RI ‘1 :-■ n) 0 ' Z th 1 (A /3.5' ca 1:7 • kit K - - s us. ......., ..." QA t r. ;) 0 = 0 c., ! 0 ■ I 4. . la CN .'• :-. • ' g 0. 1 n 11 Cr. 0 ■9 ' .. oic. Sf-) a 0 0. No ...•,,... s rl V drkb :-.. .... 7 "' 0 C) C't ■ 0 CD .... (i) CD gy 0 Col (A 0 1 1 U eip. I • • C). .40: '••• i-\ /4.8 .8 co a Er g --.. g ■rob I 3 . .‘ 99 )6.1 ' "° ' ....,......)01:).---, lk - B : 0 = cr, = 0 ,,... 0 ... co , a) sZ0 N o F . = , 9 o 7 5.. lb 011... qi 6 1:, 1 ....' • .". 'IN.? - 0 0 CD CD 7 D) '''' Cr A 41* lb 74 1 I .0. ,.. , •:. 1 • (f1 et ° • = 7 7 0 :13 1 5 ...° ‘< Vb ' 0 0 to co - sr; tit 74 1 0 (0 0 k A 44- v cp = 0 • co F ilo • • 1----- g _. -o - 0 I a. 0.1 = - .,_ 5 O. -1 0 0 0 .r.i.: ell 0 a r , '111 4„ ..... -- 1 7. p 1 • ---------__-_, . ... 7.: 0 D., su i'L Z q i; ■-% , ', ---- 5 _--. in 7 - m• la . ---.. VI t • 4 •'''' a5 . C4 5 EMEAJT.--- ...1 co 1 \- --= ....,..F 7 0, ---.... , i , _.7-L * 5 6 CO 0. 5 F 0 ... ___.. 0 3 to - 0 4% A ...,,,, ...... ' - `1 , o,R ',..., is 4 is) o 1 o 0 4 ' ' i ri 1 ... - . - .4",. 6) * ' V• eo/4/ pc,. .4e? 4 rt 7 gu In '1411111114111." ■i :' 7 -,..". --------; • . jw .:11 : \- 77_ . F -' i 5 ; "t1 C --- - • -5 ' 28 - E 80. • 9 • 0 _ 0. a -. 0 4.; --- ; '-"------ ■. -- ----._ ..., 0),... __-_-......,....... _ k - . 4 - 0 - c„. 0 / T C H --1 . -- -----:-. z .-_ -- -- - - - / Pt o 7 L 0 T DUVAL COUNTY ENERGY DATA SHEET NAME: EARL WALLACE DATE:11/25/92 JOB ADDRESS: OCEAN WALK EPI:94.18 1. Type Insulation In Walls:2X4 WOOD FRAME R:11 2. Type Insulation In Ceilings: BATTS:YES R:30 LOOSE FILL: R: SKY LIGHTS: KNEE WALLS: 874 SQFT NOTE: Loose fill insulation will not be allowed on sloped ceilings or ceiling areas considered inaccessible.. 3. Type Insulation For Wood Floors: BATTS R:11 4. Concrete Slab Edge Insulation: NONE R: 5. Insulation Around Ducts: R -6 In Conditioned Space: R -6 6. Type Heating System: HEAT PUMP HSPF: 7.57 COP: AFUE: 7. Type Cooling System: HEAT PUMP SEER:10.19 8. Type Hot Water Heater: ELECTRIC Efficiency: .91 Heat Recovery Unit: Solar: Dedicated Heat Pump: 9. Type Glass in Windows and Doors: DC 10. Type Exterior Doors: WOOD 11. Are the dimensions of all windows and doors shown ? YES If not, this is required either on the floor plan, elevations or in a sch. 12. Size of Roof Overhang ? 2,7,14 13. Ceiling Fans in All Bedrooms and Primary Living Areas ? NO 14. Is a Multi -zone A/C System to be used ? YES 15. Cross Ventilation in Main Bedrooms and Primary Living Areas ? NO 16. Is the Building Oriented on the Plot Plan with Compass Direction ? WORST If not, draw in on Plot Plan. 17. Is there a Whole House Fan (Attic Type Fan with a CFM Rating of 3X Condition Area ?) NO 18. Infiltration Package # 1, # 2, # 3 ? 2 19. Attic Radiant Barrier ? NO (See 9E) I certify that the above is the correct data used to calculate the EPI on the Energy Form submitted, and will be incorporated in the subject job. Signed: PREPARED BY ENERGY DESIGN SYSTEMS 2875339