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1982 W Sevilla Blvd (vault) ADDRESS . BUIr.D?NG PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB f -&U' (�t FRAMING 9-7 COVER-UP 9'7 INSULATION - - 91 FINAL BUILDING .5- /y- CERTIFICATE OF OCCUPANCY (F7 �3Z2 9 /Z- Z�- �� ELECTR I CAL PERMIT # '7'O-/3669- NSP=CT_"NS ROUGH /-0 -'F7 FINAL -/y 1�7 *tFCu y:?_CAL PERMIT # 1.3.2U Z PLUMEING PERMIT # /-30 140TES : 7-q"7 0t0 A ��,,1I�} PAGE 1 Date: 10/18/96 MANNING BUILDING SUPPLY`v 261996 QUOTE #: F0858 TRUSS DIVISION JOB #: JACKSONVILL�Uilding and Zoning AP�PROVE Salesman: JOHN FERGUSON CITY OF TLANTIC BWH Pitch: 6/12 Customer: LANDMARK HOMES DEC 9 ame: LANDMARK Address: d :me* LOT 31 SEVILLA GARDENS Designer: KS -------------------------------- -- Left Right Extended Qtyl Span I O.H. I O.H. I Description I Price -------------------------------------------------------------------------------- 1 13 ' 11"8 2 ' 0 ' T1-H1 7 ' SB VLT 0 . 00 1 13 ' 11"8 2 0 ' T1-H2 9 ' SB VLT 0 . 00 1 13 ' 11"8 .2 ' 0 ' T1-H3 11' SB VLT 0 . 00 1 13 ' 11"8 2 ' 0 ' T1-H4 13 ' SB .VLT 0 . 00 1 13 ' 11"8 0 ' 0 ' T2 Mono VLT 0 . 00 1 8 ' 8" 0 ' 0 ' T3 DTC Gable 0 . 00 3 818" 2 ' 2' T4 Common 0 . 00 1 6 ' 7" 0 ' 0 ' T5 Common 0 . 00 1 21 ' 2 ' 2 ' T6-H1 7 ' SB 0 . 00 1 21 ' 2 ' 2 ' T6-H2 9 ' SB 0 . 00 7 21 ' 2 ' 2' T7 Common 0 . 00 3 20 ' 2 ' 0 ' T8 Common 0 . 00 1 19 ' 11"8 2 ' 0 ' T9 Hip Mono 0 . 00 1 19 ' 11"8 2' 0 ' T10 Hip Mono 0 . 00 1 19 ' 8"8 2 ' 0 ' T11 Hip Mono 0 . 00 1 19 ' 8"8 2 ' 0 ' T12 Hip Mono 0 . 00 1 13 ' 11"8 2 ' 0 ' T13-Hl 7 ' SB 0 . 00 1 13 ' 11"8 2 ' 0 ' T13-H2 9 ' SB 0 . 00 1 13 ' 11"8 2 ' 0 ' T13-H3 11 ' SB 0 . 00 1 15 ' 6" 0 ' 0 ' T14 7 ' SB VLT 0 . 00 1 15 ' 6" 0 ' 0 ' T15 Common VLT 0. 00 1 24 ' 6" 2 ' 0 ' T16-Hl 7 ' SB VLT 0 . 00 1 24 ' 6" 2' 0 ' T16-H2 9 ' SB VLT 0 . 00 1 24 ' 6" 2' 0 ' T16-H3 11 'SB VLT 0 . 00 1 24 ' 6" 2 ' 0 ' T16-H4 13 ' SB VLT 0 . 00 1 33 ' 2 ' 0 ' T16-H5 15 ' SB VLT 0 . 00 1 33 ' 2 ' 0 ' T16-H6 17 ' SB VLT 0 . 00 1 33 ' 2 ' 0 ' T16-H7 19 ' SB VLT 0 . 00 4 9 ' 2 ' 0 ' T17 Mono VLT 0 . 00 1 9 ' 0 ' 0 ' T18 Mono Girder VLT 0 . 00 4 25 ' 9" 2 ' 0 ' T19 Common 0 . 00 1 25 ' 9" 0 ' 0 ' T20 Hip 0 . 00 1 11 ' 9" 0 ' 0 ' T21 Hip 0 . 00 1 11 ' 9" 0 ' 0 ' T22 Hip 0 . 00 1 11 ' 9" 0 ' 0 ' T23 Hip 0 . 00 1 19 ' 0 ' 2' T24 6 ' 10"8 SB VLT 0 . 00 6 1' 2 ' 0 ' 1 ' E/J 0 . 00 6 3 ' 2 ' 0 ' 3 ' E/J 0 . 00 20 3 ' 2 ' 0 ' 3 ' E/J VLT (10-1 ' ) 0 . 00 6 5 ' 2 ' 0 ' 5 ' E/J 0 . 00 9 5 ' 2 ' 0 ' 5 ' E/J VLT 0 . 00 4 6 ' 10"8 2 ' 0 ' 6 ' 10"8 E/J VLT T24 0 . 00 9 7 ' 2 ' 0 ' 7 ' E/J 0 . 00 2 7 ' 2' 0 ' 7 ' E/J VLT 0 . 00 2 9 ' 8"11 2 ' 9"15 0 ' 6 ' 10"8 H/J VLT T24 0 . 00 3 9 ' 10" 13 2 ' 9"15 0 ' 7 ' H/J 0 . 00 1 9 ' 10"13 2 ' 9"15 0 ' 7 ' H/J VLT T1 0 . 00 2 . 9 ' 10"13 2' 9"15 0 ' 7 ' H/J VLT T14 0 . 00 -------------------------------------------------------------------------------- Total Engineered Price 0 . 00 14 ` 1 �---17'8 15-6" --{-6' �+- 7 T - ' TI a ------ ------ - TIS-HI N N I -H;)p T - 4 TISi _ m am TIE-H7 mI T19 T 3 O In � ISI T20 TIB 113'5 T21 1 5'8'9 r/-7T]7 I t0 I __________ r M 31 I vu I i 38' 12' --}--9 —+7' —+ C- m o o m o m c s z m s m s m a N x , D ryz0m a x.. zr ac me zc N N s r r 1 ❑ m Z n m n r z r r o s s Z a � < s 0 m0 Z z rm 0a: Inx xo m❑ oo m m m z0nmmmo maoo Ina m mm m r m m ncDm = Z D C-+m r r -1 D O D S D - D D x CO 0 w D Z C r a Z r D m D o O D a D N m O O H x��m rorn oln c , o � z , o < < ..nom < D r Z cno o clo s s m � zsln m zmN min In cn r o nz son D �� Z x ry ox mm m n m zxnxr c o Inc D so o m clsm .rm a N N ti m<3 O x �•+ s In z s < m r < Z rnx ��a � z sr z < mcl xrin o sW rnomax m x o m z m < m -0 H Y m a m Ln > 33 < r �zclx DD Mc ❑ m m -1 Smzc s I S m m O ❑ D D a UI N r in m D i N Cl x m a c r -1 m In ti ^ O m N r S x z ❑ Z 0 r 2 c s m U I z� mo Dr n m N ilnr OOD N O r H D m m u -� mIn O r ❑r s D Z m r .r z < z a m uci Q ti (I) a o z +c o c m zm m C D N r i< x ti -i ti N I z a n m D m rn m 0 r z In - n� r a In n c r m o s z < m s m r In m m m H m In /m/• o L J m 0 I � UOOUU � CO cc i— --i r-+ ➢ . 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Dm.. z D !� (1 m m20m n NNS > vG') CD CD v+A000 (p LA CD m N p rNaw o T r � r-V• w z - - - - - - - m Lr, .I, Cl O C� O N O -� > m - - rn m D a It Z O ZO O iJ1 Z - : L D -rcc CD o N r D _ o c o L O n m z rn a a O - - - -d m O n W o v N Q1 co 03 CD Z OUl X _- (D X P n o O V c _ - _ _ - = C _ cr - > z N S L� ,, _ - - _ i _i - -• N t m C m = v m .•. � v W < n r+i > r- �;3� to n o 0 rav x X c>a-) z (A 3 F sy o c 0~'2 a- .......... - - �. z o C) c _ Cf7 N rn m x o z x r a p) A rn a n m a y > + a n = n r � O - O N a �-•� w a z D ,. v c> o O v O m a N c 0 0 0 0 0 -� O 3 W z m N r z O W -p � -7. -0 -0 A < H 0 TI T Tf "T•I �•1 O z N n 70 rrl (7 D fT) n c O m Z fTl _ IT1 3 h m (n N n - U) o 00 r w Ol 7 y C) V O Ul 1p ^ N V s p 1 O T c v+ ti C- O> 3 � A T 941-422-2589 ALPINE 182 P05 OCT 23 '96 08:59 LA ;a C) co rv m M Q% sc n r s 1 +• �. f� (�) `�1 _ o .,_ w ^ aZb \ •� � t1 Q r ti � . 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Z_ N O .� LT, m > N m - �: z > N co Di- m m Com 2�- cJO v m o o r w N Z D O �, o > Z o. z o 0 -t C O O m Lo o W > N 0 0 0 0 0 • - (n N CA (/1 U) � � o T m m Tl O N.LA (A n CJ ::o m c") 7 D m n o O TD s y Z m m n CD _ C 70 �" II I V, N n rn _ o y 00 v N V T y a 00 T 941-422-2589 ALPINE 182 PO4 OCT 23 '96 08:59 co �• TO m00 a' ••••--�� n CD A "'- \ N C S r JU) L o an+ J0nn � _. ,r L ry o n i v, ..+ LS w > I� " • _ - _ ass � W �� o s n _ o 0 un o - tj X zN x cr+ , • o r Y 3 T r Q C - • s N N I ri o -� n .acc, o N 1rI . tr; _ b v' N � rnpmp00 -an z OD cn r 9 v r m n [ 5 r G 4 v rn .. > o vvv x N b .•, n CF•�r � p . 77 w x �, tiLAr m N ti C A S S O W N a •� �p V1 —1 S OO > G --1 M CD y N 2 N :n G w --t -•� 7[ X -4 U, O W N o -a r n 111 s co �- . . u iV0 o X - n , W • II v G O �1 O � _ W p l y ..a m O l/� f V) Ncc N N N C ooA T � > r*t n m o C/1 1�7 O 70 O � ~ J ' V 1 :J � V • 941-422-2589 ALPINE 182 P03 OCT 23 '96 08:58 U _ ' I _.•. ---- •' r n n Co r �o oo w _ N �I .J j ISnn I N m0? IT C W W r+ co OD co - 1 N r _ r � Lyl ki t-4 acp r - - `.i c � : � •s Z A M AF � A = 3 =H IT N y 2 N 0 O —O G D W Xr p v tJ+ OY m COCO • V f+1 TOO O O • V w:9 � ~ H � �r O O^� O :n FTNroo N O O O +I —1 Tl Y Y O z 0 0 C_ i �Cfi II I _ 00 3 N x > { m r N y N c o 00 a v 1 N z m -K 3- co c0 ru ---1 l y 7J ""I r r u, YI rS+v T O 7 p Imo,. r O C N O z4D P W OO c'31t l O en > > = 0 o z O O d 0 0 •--' �+ z Ti .Tl T T Tl m v N m r) x moT r n 11 �• A 'T � •D � � 1 I•/'• (�1} f I � 1-r Yom• ~ N V v .._.• Q1 a1 941-422-2589 ALPINE 182 P02 OCT 23 '96 08:58 L: i: .j u 1.1 .-,J -+ _ r+ m no c� r \ � UC► � ; nC7 ozz G' p•.-. NNN ^.hi 7) 2 O .nom A A. a a 3 L (- (_� rrff j� Ll lJ U LJ r• N Y A aR ae at W N N rD -� u' x ..�O O LA I •i i � � L >� � ci` W Y �r O � � � _ � W N 7`C � N O 3 -•� to -r a - C x04r co LA w CTT LA zc .r p 70 A •� �Jl l ` k 1Z ro y rnrnO C'l rn X _ � Zi O✓'�ri c m O s 70A 1 •...`I.y�! V , ..4 rm S O O O G . 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W ^ o m N 00 �I( a) n f•7 D == Z n p m D C)A O D m : p r •• O p N p ^ E N = v � o (�.� � C1 c O � .•.�.u m m m m ••-� clA A te = • �Y W C oo DZE£Srn } my �=� m j -co a(D(c1--- � z > r C m y 0 0 i �.c,o � 2 r o m n o O m r m p '• PO CT � ZO O O W C / m -I z n n n • N i �tR o > z -o o N =+ c� N a (D o -• I o z N > VI - m z a Z c o n n n VI C c LA a --I (D l O O r Q7 > ➢ r r r r r r m o c' o l Z D D vii - c m > 0 i f A �--• W �_ O D � a V O O V O m r r C a iv . !' W O 0 0 0 C) o m N _ W E �' N N N N N co o = m TI -n m TI N O N TI Ln S N 70 m C-) 7D > m 0 O O -i m y cc3 ` z m m I Z CD Vl N r) - Ui m I 00 r- 0 'r F-• �--• N a � , O Ln \ \ (Jt N N V T C F O -n N © Oi co T" FOR TECHNICAL INFORMATION: 1 800 SE SPECS Southeastern Metais Manufacturing Comp2rw Inc. -800-737-7327 HURRICANE ANCHOR Design Features: ' These ties add increased resistance to wind uplift. • Eliminates toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. Materials: 20 -18 gauge galvanized steel DIMENSIONSS FASTENER SCHEDULE ALLOWABLE LOADS WIND/ LATERAL EARTHQUAKE PER DESCRIPTION PRODUCT GAUGE See Installation) UPLIFT UPLIFT CTN CODE W H RAFTER PLATE STUD 133% 160% Al A2 6d Bid 6d 8d Regular ! HCPR&-HCPL 20 1 1 112 5 4 4 4' 145 95 400 510 480 520 500 145 1 95 400 510 480 520 j 100 Long Tie I HCPLR 8 HCPLL 20 11/2 6 j 95 500 555 555 555 100 MI.Long Tie RT10 20 11/2 ; 101/2 5 x1 1/2' I 8 5 x 1 112' 115 Reversible RT12 18 1 112 45/8 4 4 4' 100 130 380 380 380 380 100 Truss Tie I HCPTA 18 2112 ; 20 8 I, — I 8 - B00 i 990 960 990 50 FOOTNOTE: May be installed on each side of rafter for twice the loads when the rafter thickness is a minimum of 2 1/2'or diagonally when rater is 1 1/2". Regular and Longtie hurricane anchors also available in 18 gauge. `Alternate stud plate application. _ INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. 2-16d toe nails from truss to to plate equals 300 lbs.additive to listed lateral loads parallel and perpendicular. SEE GENERAL NOTES: 1,2,3,5,6,10 CODE COMPLIANCE: S.B.C.C.I.#9166,#9320 METRO DADE COUNTY REPORT#92-0830.6. Submitted 1/93 for a National Evaluation Report(NER#Pending). \ ?y DOUBLE LONGTIE H �° /'• 1 TRUSS RT10 / REVERSIBLE TIE H HCPTA � REGULAR H LONGTIE / H RT12 HCP ' LR/LL j e ' HCPR/L s , i',.j Al Al AlAl l May be installed on each side of rafter for twice the loads when the rafter thickness is a miminttm of 2 1/2"or diagonally when • A2 A2 rafter is 1 1/2". iter aoolication Rafter Application Rafter a_ooii�cotton � � _ —TOP PLATE - ties installed diagonally across — from each other ( i` 21.2'- (MIN) i.` Stud aootication - - Stud aoolication ,gy�d aoolication HCPR/L HCPLR/LL RT12 r TOP (Available in left or right) (Available in left or right) PLATE ties imr lkd- ack-to-back 37 FOR TECHNICAL INFORMATION: t 1 800 SE SPECS Southeastem Metals Manufacturing Company, Inc. 1-800-737-7327 TRUSS TIE DOWN STRAP (Sanibel Strap) Design Features: Provides additional increased resistance to wind uplift to secure rafters/trusses to wall studs,top plates or concrete tie beams. • The Sanibel Strap and True Tie are similar connectors which fit over the top chord of the roof truss and attach to the wall plates and wall studs. Use the True Tie when the distance from the top chord to the top plate is less than 10" and the Sanibel Strap when the distance is between 10"and 18". • Designed to allow gun nailing for quick installation. AV Warning, use protective eyewear when installaing with nail gun. Materials: 18 gauge galvanized steel HDSIZE PRODUCT DESCRIPTION GAUGE CTN CODE 2X HDP2X Single Sanibel Strap ! 18 25 2X(2) HDP2XD Double Sanibel Strap 18 25 A 4• FASTENER ALLOWABLE PER SIZE PRODUCT GAUGE SCHEDULE LOADS CTN CODE IN CONCRETE WIND UPLIFT ✓2X HDP2X' 18 8 NK or DN 1875 25 /2X(2) HDP2XD' 18 8 NK or DN 1875 25INSTALLATION: Power actuated hardened nail fastener=DN. ya• Hardened concrete screw type fastener=NK Consult fastener manufacturer for installation information. ALTERNATE FASTENING SCHEDULE ALTERNATE FASTENING SCHEDULE ALLOWABLE LOADS ALLOWABLE LOADS I, FASTENER WIND UPLIFT/EARTHQUAKE 133% FASTENER WIND UPLIFT/EARTHQUAKE 160% r � � NUMBER OF FASTENERS TOTAL NUMBER OF FASTENERS 1 TOTAL e SIZE 2 4 6 8 10 12 SIZE 2 4 6 8 10 12 Bd 220 ! 440 ! 660 880 !1100 1320 8d 265 1 530 ! 790 1055 11320 1585 10d 265 535 800 1065 1335 1600 10d 320 j 640 960 11280 1600 1920 16d ' 320 640 1 960 128011600 1915 1 16d 385 j 770 1115011540 1915 2300 1, FOOTNOTE: Fasteners are placed on model#HDP2X each side of truss,2 in the top layer and 3 in the bottom layer of the double top plate members. Fasteners are placed on model#HDP2XD each side of the truss.3 in each layer of the double top plate members. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1,2,3,6.'7,10.12 CODE COMPLIANCE: S.B.C.C.I. #9166,METRO DADE COUNTY REPORT#91-0830.8,Submitted 1/93 for a National Evaluation Report(NER3 P�8ding). TRUSS TIE DOWN STRAP RUE TIE T.) Patent Pending 1/8" LATERAL \ LOADS PER SIZE PRODUCT DESCRIPTION GAUGE At CTN 51/2" CODE HDPT2 �A6l4" 4-1od SINGLE °2X HDPT2 Single True Tie 18 1 450 1 50 1g 450 50 �4. HDP 73!4• 2X(2) HDPTD 1 Double True Te ! DOUBLE ALTERNATE FASTENING SCHEDULE ALTERNATE FASTENING SCHEDULE ALLOWABLE LOADS ALLOWABLE LOADS FASTENER WIND UPLIFT/EARTHQUAKE 133% FASTENER WIND UPLIFT/EARTHQUAKE 160% TOTAL NUMBER OF FASTENERS TOTAL NUMBER OF FASTENERS 10 12 ��; 4 6 8 10 12 SIZE 2 4 6 8 Al SIZE 2 gd 220 440 660 880 1110011320 , 8d 265 530 790 105511320 1585 \\ 10d 265 535 800 ,1065 1335 1600 10d 320 640 960 1280 1600 1920 16d 320 640 960 .1280 160011915 16d 385 770 1150 15401915 2300 FOOTNOTE: Fasteners are placed oft each side of the truss into the top&bottom layer of the double top 14"from the edge of the `IXI plate members in equal quantity. Fasteners shall not be less than 1 , strap and spaced not less than 3/8"from the edge of the framing member. J\Y\1 INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1,2,3.6,7 pproval available upon request. Submitted 1/93 for a National Evaluation CODE COMPLIANCE: Engineers sealed a Report(NER#Pending). 6 + i F q 7 ,"� ,, 7 , � FOR TECHNICAL INFORMATION: � �� 7 1 800 SE SPECS Rutheast�em Metals 'Manufacturing Company, Inc. 1-800-737-7327 HEAVY DUTY TRUSS HANGER Design Features: Full 3"seat for higher loads and longer truss spans. Z"` • Wider header flanges for easier nailing using standard nails. Materials: 16- 12 gauge galvanized steel DIMENSIONSffHEADER NER ALLOWABLE LOADS 'f ULE SIZE PRODUCTODE GAUGE FLOOR ROOF WIND/ PER x DESIGN DESIGN EARTHOUAKE CTN I' ' Y W H DJOIST 1 LOAD LOAD UPLIFT UPLIFT 100% 125% 133X 160X 2x6 iHOS26 I 16 t 5,8 51,8 ! 3 i 18.16d 1 14-1Odx1 1/2 2335 2490 1 1285 1285 j 40 w o 2x8 I THOS28 16 11 518 ! 7 3 1 28.164 2104x11oW SIM 240 4% 30 TF{DS 2x10 THOS210 1 16 1 5;8 9 3 i 38.164 26.10dx1 1:25550 6935 3180 3180 20 11314x9li2•14 THOS1795 j 16 117/8 1 8718 ! 3 1 38-16d 2610dx11/2 ; 5550 6935 3180 j 3180 20 1•�/,L 2x6(2) THDS260 j 14 3 1.3 : 43;8 1 3 18-16d 1 14-1Od 2645 3310 j 2275 2730 I 10 New ' r • 2x8(2 P) THDS280 i t4 3 tib 6 114 3 ! 28-164 20.1Od 1 4115 1 5145 1 3255 3550 j 10rru 2x10(2) TH0S21C0 ! fi 3 1,8 8 1,4 3 38.164 i 26-100 5585 6985 3550 3550 j 10 4x6 THDS46 j 14 3 5,8 4 1;8 i 3 18-16d 14-1Od 2645 I 3310 j 2275 2730 j 10 48 THOS48 I 3z3 6 3 28-16d 20.100 4115 5145 3255 3550 j 10 1 4x10 THDS410 ! 14 135i8 : 8314 ! 3 1 38-16d 1 1 28-tOd 5585 5985 j 35"0 3550 10 2x6(2) THDH26-2 Q 3716 5 114 3 20.164 8.16d 3735 4670 1250 1500 l 10 2x8(2) THDH28-2 12 3 7,16 7 3 36-16d j 10-164 1 6210 7765 j 560 _18701' 10 2x.012) THOH210-2 2 �, 9 J 46.76d 12-160 7845 9255 1870 2245 1 10 _- j 4x6 THOH46 12 3 5 3 5 1,'4 ! 3 20-16d I 8-16d 3735 4670 i 1250 1500 1 10 1 4x9 THDHd8 12 3 5 9 6 11;76 3 36-16d 1046d 6210 7765 1560 1870 10 f L 4x10 THDH41012 3 id 8?,''16 : 3 46-16d i 12-16d 7845 4805 1870 2245-1 10 j FOOTNOTES. Use a,l,_ec,,:ec,as eners in schedule:o achieve values mctcatec. INSTALLATION: Lcac values are cased on trusses. SEE GENERAL NOTES. 1,2.3.4,5.6,7,8,9,10.12 t CODE COMPLIANCE: Engineers sealed approval available upon request. Submitted for a National Evaluation Report (NERO Pending). i 'STRAP TRUSS HANGER 2 'Design Features: This multi-purpose truss hanger design bends to fit a variety of : T confieurations including overhang or face mount installations. Materials: 18 - 16 Gauge galvanized steel SHP DIMENSIONSI FASTENER ALLOWABLE LOADS , SCHEDULE PRODUCT FLOOR ROOF WIND' PERI H SIZE CODE GAUGE ' W H BS HEADER JOIST DESIGN DESIGN EARTHOUAKE CTN ' °f µ LOAD LOAD UPLIFT UPLIFT ij c 100% 125'b '4 133160°o " � 2X SHP29 i 16 ;79'5 9 ' 2 27;2 26.760 6-10d j 2715 i 27;5 756 755 50 i. I ZX !.1SHS29 13 j 1 5.6 9 2 14.764 10-10d I 2062555 1375 1 1650 50 5 �_"'u� ! 12X !:1SHS2139S t3 1 S d 3 2 14-162 10 ?Cc 20<5 2555 1375 1650 25 � 1�I'` v 2X %ISHS218 13 ! 7 5,8 13 2 16.16d 1 10-104 1 2335 2920 1375 1650 25 TOP MSHS j 2X %ISHS222 11 18 t 5.8 22 2 22-16d i 10-10d 1 3210 j 35CO 1375 1650 25 MOUNT V(2) '.1SHS213-2 j 16 j 31;8 13';4 2 14-16d ; 10-10d I 2045 I 2555 1625 1 1750 j 25 - ZQ2). MS-HS-2-18-2- 16 1 3 t,8 18 2 1,6.16d j 10.1Od ' 2335 2920 1625 1750 25 ZX(2) !dSHS222.2 16 318 '4 2� I . 7 2 22.164 10-10d 3210 j 3500 11 1625 1750 ! 25 `.1S Sa13 16i 3:,5 1: 2 1. 160 10-10d 20-15 2555 1625 1750 25 +.1SHS=13 I 16 3 5;8 1: 2 16-15d 10-104 1 2335 2920 1625 1750 25 1S =22 t: 3 __ 2 22-1cC 10.100 3210 350C 1625 1750 25 �1 NC,c. _.dCS .a_?S a 9 745?] ^.:SS e5 AL_ATICN: -se a;,5232 __ =_s;e,_ s n 5c:,ec.ie!a acC,e,ie values "C:ca:ec. a,.e. ..._ -eace•--irnnum 2 . ,c:^cunt. FACE tzG_ _ -.e.rc. , Scree..._a.a'ac'e upon MOUNT -RAL NOTES: '.2.3.a.S.S. 13 �=CCMPLIANCE: S.9-C.C.I. =9165. -9320.METRO DADE COUNTY REPCRT:92-0830.. Submitted 1 93 for a Natic-al Eva!uatic Report(NER-Pending). 1� • OSC '^.CCC:000Gu7L000 n N n ^ vy, c D n + 0m 00� 0 0 0 u r n c 0000 60906J6000 d c b z cr • 00 -� r�� 0000000 O u u N N o. 00 C H 00100 o n M��_ _ _ S i n i v 00 tit) 7� IOOOICO a �>� > > y N vr, 000E0 00000100 r n M R PIm r N N S < 10 000 00001000900100 . s a M O O o 0 0•i 990 Lei p i � ^ Z - - - - �o x r in tr w �a "7 c • r i n m - - - - I b 3 x x Z IQ .. r n h m E X n s a Z .�. N X X m n r O u+ O t0 ►t r n N .. ► �*` yL r S d a ` S n d r1 O O N 0 n . - - n r c FZ n v O s o — to Z r O �a n to 4 ttSS n � Qq Si R .-- : n C a N to a I t 7 G 7 '• C 41 4 St 4 r o rr R ag�i= o 0 i I z -• N o eco h 7 Y ' , tp m n •3 o W p t•a_Ezits n G ' : rn to pn > ;••o O _ •• Q •G ^ > r m t >y G r � N N G tr a CD h R \ X O •� .�� - 7 n 0 7 .T R s n X O M n o e a as bfn t7- 0 0 AC' r, t7 s. c N n 3 O V+ > L wi 'C - z c, r � - O n > t - rr 3 _ Ln a% o n e s ]Y McrC 'p m n R v+ A n n PI I _ F g ° Q>�►� >• _ .n. a tv, n 3 a ° ° ,'p © tr Oto '? •p s O n o L� 7 ��310 .- c rr n n o m m t no > >� oQ�•Z•>��' y0 7 n d N x N 0 •-°-Qai r O n X O = n tr z 22SS�� m G n u a © a '►1 rRL? >- I b s loo c v O Rf z '3 d C O Z (*f n �-- r tL Q N C r d tD - r+ a A n $ -3 r w to --• C I t 7 7 `, to r m I'1 3 t n D O n -- rn 7 - - . C) � b n S 0 C m OC .0 C+ C x v IV In E C n m ►. - .• is A c c > > r o to -: C > O n n n >> n to -j O i : I< rn m '1 c•f x o Nu > u � Lm I O tr O I C a. f1 -1G O - T M n N N y N Vt N n C) n -t — n c -' C C.-: K .n. Z •7 Or C T, n O F•f M A : D 6 O O I v ^ C `7 G� J W W W -1..I.... W j J D nn �. r. x • C O ^ • (QQ 0 'J .r 7 7 C• rrJ Li n v N incl yn `� Cl. C" . Z m 0 A O a 4-0=m_NC 7 m= toC O—'7)=C 70 Oa= C_ A_mr V-00 ArC70 71 �1 X m-.-I r-< r< O x - OT -- .- O„+ -� r.nl 00900 O _ - _ 7-C— O CD L 0 O C7 O _ _r O .. C r = .. C t�O cc C O O O L O _ ?C x:C c' U x ,rri on wlri -- •sn rj C_f 1 _ 1 ,,. OO Z— OO 00 OO to t:t'I r= I t 1 m0 2 m0 Z OC^ la - �. - o onc' - ono. - QON X. 7 mOZ© af+1 OZm NNNNm n p r�T .O r---^ice NO mr: m m _ ern - ta7Z 3rn OC p O 1 CD LA N(Dm n? 7- O morur; 2Ln mLn......•ova orn1 0 0 ^ - o r' --mc _-cn= JINNI CD N - LJ X c _' —r 0 m m M. ILA. rn cl N O O r 00 7 r 00 = CD C7 oc m rn m n n I N N 1'1 m m 1e M Ln N ry Io�• - _ _ = o -_ I:n N III �r 151 fN X '-'O� O JN LO z- r'j LA co w LA fn cl tnoo Mom u im m _I = _ o w,l m `� o N I� m _ - CD OCC O _ C Ln CA U A Iz j J l:a I �,j r .. to CD - C— r to n _ m=r=- IO In' = ti LI X w I' 10 II� rLa -u I I o 0 0 co o0 C)- CD V s-- O O IIS I �I ^+- ' 1 . r CITY OF ATLANTIC BEACH J 800 SENIINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034300 Date 11/21/06 Property Address . . . . . . 1982 W SEVILLA BLVD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------- -- ------------------ ------------------------- Application desc 1 c/u 3 . 5 tons ------------------------------ --- ---------------- ------- -------- Owner Contractor -------------- ------------------------ MULLINS,NANCY SNYDER HEATING & AIR 101 PLANTATION DRIVE P.O. BOX 16826 PONTE VEDRA BCH FL 32082 (904)JACKSONVILLE FL 32245 -----Permit . . MECHANICAL PERMIT Additional desc . Plan Check Fee .00 Permit Fee . . . . 67 . 00 0 Issue Date . . . Valuation Expiration Date 5/20/07 Fee summary Charged Paid Credited Due _ _ _ g ---------- ---------- ----- ---------- ---------- Permit Fee Total 67 . 00 67 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 67 . 00 67 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: wl tog7"00c, Property Address- • ' - Iwn+ ._ Z- 5e b v, [�. (vcl t V 7 Owner: Telephone#: Z` 9-3-55-3 Contractor: S.,V d er Co. Telephone#: to'-(l-0 600 Contractor Address: J.D. 6ex t ygi u Fax#: cel l-Z'S2q Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: -p— Electric ❑ Gas: _LP _Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK - Heat _Space _Recessed V Central _Floor Residential Air Conditioning: Room _✓Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin L3 Refrigeration Maximum New Building ❑ Cooling Tower: Capacity gpm Ll Fire Sprinklers:Number of Heads �► Existing Building ❑ Elevator: __ Manlift Escalator (Number) �L Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency G,SH 13047-1 wA..n S.S LAL- HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 a Fax: (904)247-5845 9 htta://www.ei.atiantic-beach.fl.us Revised 1/04 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 September 14, 1998 TO: UNITED STATES POSTAL SERVICE JACKSONVILLE ELECTRIC AUTHORITY PROPERTY APPRAISER'S OFFICEt ATLANTIC BEACH WATER DEPARTMENT BELL SOUTH COMMUNICATIONS Please disregard our letter dated September 3, 1998 changing the address of 1982 Sevilla Boulevard West to 1976 Sevilla Boulevard West. THE EXISTING ADDRESS OF 1982 SEVILLA BOULEVARD WEST WILL REMAIN UNCHANGED. If you have any questions please do not hesitate to contact me. Sincerely, C" Don C. Ford, C.B.O. Building Official CC'. Nancy Mullins Landmark Homes CITY OF � -1U�/ 19 Office of Building Official REQUEST FOR INSPECTION Date Permit No. 1 Time / y A.M. C�tJ Received ! P.M. < p �:L f Job Address Lo y Owner's Contractor UIL ING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring C Rough _ Air Cond. & Re Roofing - Slab -_ Temp Pole Tcp Out = Heating Insulation L Ljntel Final Sewer Fire Place Pre Fab R ADY FOR INSPECTION M Tues. Wed. Thurs. Friday. P Mon. 'y A.M. I spection Mad _ _ _— P.M. �7 Final Inspection ._ I'lB f e o1 _- 1 Certificate of Occupancy E — Date ! CITY OF Office of Building Official REQUEST FOR INSPECTION Date r- �z Permit No. / d Time A.M. Received P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL UMBINGMECHANICAL Framing - Footing - Rough Wiring _ Air Cond. & Re Roofing Slab - Temp Pole C Top Out Heating Insulation Lintel Final _ Sewer ;K1 Fire Place C Pre Fab READY FOR INSPECTION A.M. Mon. A4A Tues. Wed. Thurs. Friday PM. O A.M. Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy i Date OF Z�CQC�c - �Gbtl�Q r DV 2 t,�'1996 No SVIuNoca MAS PROPERTY DESCRIPTION Building and Zontcw nmm=.-x-S44S L o t # FAX C"2474W Section # ---� Subdivision:- (�Qv_illa Gardens Street Name 1982 Sevilla Blvd West DESCRIPTION OF WORK or Address :- ALIanti c Beach FL 32233 If in a FLOOD HAZARD Flood Zone: area complete page 3. Brief Description //PS• ,✓ft/ Class of Work: New/ Remodel/Addition. ZONING INFORMATIOP Type of Construction: l�L' aG^ee� Zoning .Sfi.--av- Proposed - District : Use: Residential Estimated Value $_z=00 Exceptions or Variances Materials: Granted: Solid or Filled Ground:_Roof: Tess OWNER INFORMATION Method of Heating:!-Ps• ,� Property Owner: Nancy D. Mullins Phone: 904-743-9770 Mailing Address P.O. Box 8664 Jacksonville, FL Zip: 32239 — CONTRACTOR INFORMATION Contractor :_ Landmark Homes, Inc. Phone: 904-280-9901 Mailing Address : 101 Plantation Drive Ponte Vedra Beach FL Zip: 32082 License Number : cR CD57823 Expiration Date:_ August 31, 1998 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND K::Cw THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCE- GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEF.EIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING Cc CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE' INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DAT,: HAVE BEEN OR SHALL BE PROVIDED A EQUIRED. Owner Signature Date 11/26/96 Contractor Signature ____ Date-11/2.6/96 to It . Tertifiratt of Orrupanru Tito of Atlantic lrac4 — +floriba Department of Nuilbing uspertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 13014 Group w.frame Type Construction S/f Fire District Atlantic Beach Owner of Building Nancy D. Mullins Address1982 Sevilla Boulevard West Buil ing Address1982 Sevilla BoulevjliWest, Atlantic Beach, FI. 322 By: DON Q. FORD Building Offi al Date: POST IN A CONSPICUOUS PLACE .a.�.,r...;ao-�u....�.s..s.�;d...-..:-:c.::;�w.,,.K... - -,...r. .�.,�.....__..,.,.w..................:....u,,...t�..W... �,.W.�.,.,�.....;..ra,:..�..,.,::.....`_w�..�._.�.,....�.c:-�...,.---- / CITY OF Office of Building Official REOUEST FOR INSP CTIO Date—_ mit No. Time A .� Received Q Q M. b Address c lity Owner's Name on BUILDI CONCRETE ELECTRICAL PABING MECHANICAL Framing Footing Rough Wiring f Rough Air Cond. & Re Roofing Slab -: Temp Pole ❑ Top Out Heating Insulation I-, Lintel F Final CI Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. ed. Thurs. Friday .� / A.M. Inspection M de v '` _- _—___ _RM. f ccu a Date -- 1�`��—-��t�� //CITY O//F /� �u1�LC /3P.44CA—"¢& Office of Building Official REQUEST FOR INSPECTION Date v — j 7 y� ! Permit No. Time A.M. Received pM x Job Address k9cality Owner's Contractor ILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing — Rough Wiring ,C: Rough ❑ Air Cond. & Re Roofing r Slab Insulation Temp Pole Top Out El Heating Lintel _ Final Sewer G Fire Place G QiC �o� READY FOR INSPECTION Pre Fab Mon. o Tues. A.M. Wed. /TThh�urs. Friday pM. Inspection Made <�� _ _ pM Inspector__- Certificate of Occupancy Date _ CIT`:` OF ,y Office of Building Official REQUEST FOR INSPECTION V/"/ Date_ Permit No. ___/so/ _- --_ Time A.M, Received _ P -- - Job Address Locality Owner's Name —Contra BUILDING CONCRETE ELECTRICAL P MBING MECHANICAL Framing Rough Wiring ❑ ugh ❑ Air Cond. & Re Roofing ❑ Slab Temp Pole ❑ top Out ❑ Heating Insulation ❑ Lintel C'. Final Ci Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday nM �a A.M. Inspection Made Inspector—/, S�C�- Final Inspection FI--- -- - _ Certificate of Occupancy Date —— —- - - ---- P,,��`` CITY OF 4&44f� B� _99 Office of Building Official REQUEST INSPE ION ate_ Permit No. - Time � 4D Received _ Job Address cality Owner's Name _ _ Contractor �ram, UILDICONCRETE ELECTRICAL P UMBING MECHANICALng _' Footing _ Rough Wiring F., Rough - Air Cond. & r Re Roofing r Slab Temp Pole Top Out L Heating Insulation ] Lintel Final Sewer C Fire Place L READY FOR INSPECTIO Pre Fab ';ton. Wed. Friday P.M. A.M. inspection. Made Final Inspection C Certificate of Occupancy ate _ CITY OF /3MCA-&;&nI. 3Z Office of Building Offici 1 3 Z Z 8 REQUEST FOR INSPE I N / 3 U q / / l� Pe mit No. V Date ------ Time A.M. � Received PM G., Job Address Locality Owner's A/1 / / 4 Name -/�� ` �h 2Contractor UILDING CONCRETE RI PLUMBING MECHANICAL Framing � Footing C Rough Wiring Rough ❑ Air Cond. & __ Re Roofing ❑ flab C Temp Pole ❑ Top Out > Heating Insulation ❑ Lintel Final ❑ Sewer ❑ 'Fire Place Pre Fab READY FOR INSPECTION A M. ` L Wed. Thurs. (—Friday Mon. ues. Mon. / � � A.M. Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupancy Date C_r�� TE✓� ,,. CiTY OF 6444 " - �30 Office of Building Official �1 REQUEST FOR INSPECTION Date_ Permit No.Time A.M. Received ____-_—— RTA. Jo Ad ss lloc lity Owr ner's V C` _ Name -- BUILDING CONCRETE ELE ICAL LUMBING MEC ANICAL Framing 11 Footing Roug um Rough ❑ Air Cond. & C Re Roofi ❑ Lint G Temp Pole �p Out ❑ Heating Insulation ❑ Lintel C' Final ewer G Fire Place Pre Fab READY FOR INSPECTION Tues Wed. Thurs. Friday Mon. y •7 a A.M. Inspection Made /O� ---- P'M' Final Inspection ❑ Inspector__��—.. -. -- - ---- ----- ' Certificate of Occupancy �` Date -------------- -- _ /CITY O/F Office of Building Official REQUEST FOR INSPECTION Permit No. Date Time A.M. Received PM/�C�'C� lily Job Ad ess Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING ECHANICAL — Co Framing ❑ Footing C Rough WAir Cond. & ❑ iring Air Re Roofing r� Slab Temp Pole ❑ Top Out Heating Final C ❑ Insulation E-1 Lintel Sewer ❑ Fire Place Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. ( }� A.M. P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date — DEEM ZEBOUNI, P.E. ................ im wj L DATE. ..... 4' 241-5351 TCHECKER ................................ ....................... DATE ...................... ........ .... ...................... /7 iNi �4 3 00 In Ze r 4- a , .r , - xp Nle �. _ ��J 0, A�4 F 574 7`2 up L 4 . 4, 4 Or �..at NADEEM ZEBOUNI, P.E. PROJECT: . . . MULLIONS RESIDENCE SHEET #: . . . D-2 TM (WA2W-9890 SUBJECT: . . . WIND LOAD ANALYSIS JOB #: . . . 693 FAX: 904 n3-+25+ DESIGNER: . . . JE RAUZE DATE; 10-01-1996 34.1 PSP U x 34.1 34.1 PSP E Z u i �i w Ar W N `S 55 x 31 -I�m5 PSP NADEEM ZEBOUNI, P.E. PROJECT: . . . MULLINS RESIDENCE SHEET #: . . . D2 TEL(sw)) 2e5-9890 SUBJECT: . . . WIND LOAD ANALYSIS JOB #: . . . 693 (904) V3-42M DESIGNER: . . . JE RAUZE DATE: . . . 10-01-1996 -<X X o �0 L0 U.) O AO 15''6' I,-< --<X -<X�� Q,_O � t33x o X O If ^' 15'-6° e� oo �I 11 O N_--1 -<x It is NN o W Ilvl o -iX ., ., i w� ; „ „ `x ^'W �xO � x mow , ,,11 o i O �x If it oUp k3w x NX W;Lo Lo �X n� ,o 61 �Lo ' It w� <x ., It ut� NADEEM ZEBOUNI, P.E. PROJECT: . . MULLINS RESIDENCE SHEET #: . . . D-3 Ta r( 4)�6-4M SUBJECT: . WIND LOAD ANALYSIS JOB #: . . . 693 FAX(9aF)273- DESIGNER: . . . JE RAUZE DATE: . . . 10-01-1996 Dr � r N W j N W tp1D1 �0)11 Wpp (gipp 11 Yt 'Ti Ti N N ti W W W Lo A m W W J X ' X 1 X ' X n :::i ()t "� 0 kv �1 Ui J it A. :1 4� 11 - - _________ _ - ----- --------- - -------------- LATERAL/TORSIONAL FORCE DISTRIBUTION FOR RIGID DIAPHRAGMS --age---- DESCR. >> ----------------------------- DESIGN DATA ----------------------------- LATERAL SHEAR FORCES: DISTANCE`TO CENTER OF MASS: ... Along Y-Y axis - 9.5 kips ..X Dist from datum = 27 ft ... Along X-X axis = 11 ..Y Dist from datum = 33 ... Do These Forces act together 7 N y/n MAX 'X' DIMENSION = 54 ft 14AX 'Y' DIMENSION 66 MIN "X" Axis Ecc. 5 B MIN "Y" Axis Ecc. 5 i --------------------------- CALCULATED DATA --------------------------- . Center of Rigidity: Accidental Eccentricity: X Dist from Datum= 36.65 ft .05 • MAX "X" = 2.70 ft Y Dist from Datum= 40.43 ft .05 * MAX "Y" = 3.30 Torsional Forces From "Y-Y" Shear... Xcm + 58 Max X - Xcr - -6.95 ft Torsion = -65.988 ft-k xcm - 5% Max X - Xcr = -12.35 ft Torsion = -117.28 ft-k Torsional Forces From "X-X" Shear... yam + 56 Max Y - Ycr - -4.13 ft Torsion = -45.460 ft-k Ycm - 59 Max Y - Ycr = -10.73 ft Torsion = -118.06 ft-k I<--- Y-Y Shear Values --->1--- X-X Shear Values --->1---------I WALL WALL WALL WALL DATUM DIST. WALL FIXITY "E" Governing Direct Total lGoverning Direct Total I Maximum ID THICK LNGTH HEIGHT "X" Y. ANGLE 1:FF ELAS. Ecc. Shear Shear Ecc. Shear Shear lForce To LABEL (in) (ft) (ft) (ft) (ft) (deg) 2:FP MOD. (ft) (k) (k) (ft) (k) (k) I Wall - ------------------------------------------------------------------------------------------------� 1 1 15.5 9 3 26.75 90 2 1600 -12.346 1.04671 1.88452 -10.732 0.00037 0.00040 1.884522 2 1 3 9 1.5 34.5 2 1600 -12.346 0.00001 0.00003 -10.732 0.08691 0.08988 0.089886 3 1 15.5 9 42.25 90 2 1600 -12.346 1.04671 1.95922 -4.1327 0.00037 0.00037 11.959223 4 1 4.66 9 2.33 50 2 1600 -12.346 0.00002 0.00004 -4.1327 0.29707 0.29707 0.297079 5 1 6.4 9 13 50 2 1600 -12.346 0.00003 0.00005 -4.1327 0.67910 0.67910 0.679102 6 1 7 9 32 62 90 2 1600 -12.346 0.20378 0.22630 -4.1327 0.00016 0.00016 0.226307 7 1 2.5 9 33.25 65.5 2 1600 -12.346 0.00001 0.00001 -4.1327 0.05137 0.05137 0.051370 8 1 7.5 9 47.25 65.5 2 1600 -12.346 0.00004 0.00004 -4.1327 0.99953 0.99953 1 0.999531 9 1 5.5 9 51 62.75 90 2 1600 -12.346 0.11096 0.11096 -4.1327 0.00013 0.00013-t- 0-Y10962 10 1 17 9 48.25 50 2 1600 -12.346 0.00009 0.00009 -4.1327 5.05996 5.05996 5.059965 11 1 50 9 54 25 90 2 1600 -12.346 4.86263 4.86263 -10.732 0.00119 0.00130 4.862635 12 1 2.5 9 52.75 2 1600 -12.346 0.00001 0.00001 -10.732 0.05137 0.06333 0.063337 13 1 2.5 9 34.25 2 1600 -12.346 0.00001 0.00001 -10.732 0.05137 0.06333 0.063337 14 1 24 9 33 12 90 2 1600 -12.346 2.01855 2.19364 -10.732 0.00057 0.00067 2.193643 15 1 1.33 9 32.33 24 2 1600 -12.346 0.00000 0.00000 -10.732 0.00801 0.00877 0.008771 16 1 2.66 9 24.33 24 2 1600 -12.346 0.00001 0.00001 -10.732 0.06148 0.06730 0.067306 17 1 2 9 23 25 90 2 1600 -12.346 0.00644 0.00853 -10.732 0.00004 0.00005 0.008531 18 1 7 9 17 22.5 90 2 1600 -12.346 0.20378 0.29902 I -10.732 0.00016 0.00018 0.299024 19 1 14 9 10 19 2 1600 -12.346 0.00008 0.00013 -10.732 3.65069 4.10149 4.101490 20 1 0.25 9 17 30.25 90 2 1600 -12.346 0.00001 0.00001 -10.732 0.00000 0.00000 0.000020 21 1 0.25 9 34 29.33 90 2 1600 -12.346 0.00001 0.00001 -10.732 0.00000 0.00000 0.000015 22 1 0.25 9 44 50 2 1600 -12.346 0.00000 0.00000 -4.1327 0.00005 0.00005 0.000053 � I I Fax : 904-772-9006 Mau 07 '97 14:43 P01 MAP SHOWING BOUNDARY SURVEY OF LOT 31, "SEVlLLA GARDENS UNIT TWO" ACCORDING TO THE PLAT THEREOF AS RECORDED IN P.B. 45, PGS, 7 d 7A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA o p� so TS 100 SCALf----1", 30' SEVlLLA BLVD. f50F RIM W E S T CAD.- S73.3134'E 25.64 PLAT C.B.D." $43'0422-E 33.43 PLAT S73'30'35'E 23.73 CORA? / 53.38 CORA. R025,00 L,27.03 ( R,3'919.72 L•33.38 Q, 61*58'2i" FotJR►o 00'46'49" x•cur Mlit-I.P O(RDFN FAOI//Y"l.P. LA1048 AUlLIEN LAI048 1!T,,''. fol DJ11VE PAC I �. iJay I ,� FLOOD SONE 4lC JAfC I.1 RID PAD •-.'. . 10 WALK f' s' VMY APPnox / FLBL Q[CTR JIfl h 20.1 �n AfrTJ,loRlTr k / HOPES : IrA✓fEWNr n (PORCH I.FIELD WORK 03/0711997. 2.8EARINGS ESTABL I$WD FROM . " 2 us �`3 P.B45, PGS 7 i 7A. / sj >` 3AWIMG hELD FIXED : `yy s.0 $OD $43'0424"8 OF ThE LONG ONE STORY STUCCO ChD OF LOT 31 ALONG TW DWELLING M SOUTMXY LIlIE OF SEVlLLA �T.10 r0 SOMEVARD WEST. O Ito t�0 9.73 OO dd0 tL0 PA 1`716 SV Z �T L C T - 3EC V5 J E I[`, FLOOD y ZONE -AE~ MAY 1991 ity of Atlantic Beach 4- Building and Zoning o fol�m[N"I.j FMI/rl,P4 .p L.EIe04a C,BD., N42.84'44"W 80.00 PLAT ID(POCa N43'03'43'W 80.00 COW. R&4O69.72 L,810 00 'y d, 01'0715" N/F SELVA MARINA COUNTRY CLUB 33106 P.O.C.POINT OF COMMOIC.MENT P.R.P.-PERMANENT REFERENCE POINT FND.-FOUNC RL 1(-BLOCK CONC.-CONCRETE P.RJA-PERMANENT P.O.S.•POIXT OF KfilEilN6 NA.V.D.-NATIDNAL UEODETIG'VERTICAL DATUM COMP-COMPUTED RAO.-RADIAL ESMT-EASEMENT REFERENC[MON. P,C.-PDIXT OF MAIVATURE P.L.'J PROFESSIONA,LAND 9URVEYOP T-TANGENT R-RADIUS D -BUILAFN6 RESTRICTION LINE W-COUNTY F.T.-POINT OF TAINENCY R.LA.-REOISTERED LANG SURVEYOR L•ARC LENGTH d-DELTA ANGLE F. .-FL000 ZONE FL:fLOAIDA PRC.-POINT OP REVERSE CURVE L.9-LICD4E IUSINCSS R/W-RIGHT-OF-WAY APPROX.•APPROXIMATE A/LAIR P.C.C.-PO NT OF COAF'DUND CURVE O.R.V.-OFFICIAL RECORDS VOLUME AK.A:ALSO 1714WN A9 EXIIT.•EXISTING LA-LANE CONDITIONER P,I.POINT OF INTERIECTION OA.E:OFFICIAL RECORDS BOOK N/F-NOW OR FORMERLY PROP.-PROPOSED RD.-ROAD FIKPL,- CDA.•Gf90R0 KARINO DIITANCE D.B.-DEED GOOK PS.-PAGE C/L-CENTERLINE AVE:AVENUE CT-COURT FINISH FLOOR P.C,P-PEAAPART CONTROL POINT P.B.-PLAT ROOK M9.-MAP /OCH iP,-IRON PIPE R8.-REBaR ST.-STREET BLVD, ELEVATION « RD J22l0� d0 OAc ° 96937RO0NEY � SONS 9041- 1?-000 .-004) 77206 1 HEREBY CERTIFY T0: LAAVA44W NOWs IW-1C A TDI IL ANIn rnaaGrT RCPRFSFNTAMON O I ANDS DESCRIBED IN THE RECEIVED MAY 8 1997 City of Atlantic Beach Bur��o13g E--1tVATION CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMB). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME � Nance Mullins POLICY NUMBER STREET ADDRESS(Including Apt.,Unit,Suite and/or Bldg Number)OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION(Lot and Block Numbers,etc.) Lot 31 , Sevilla Gardens Unit two CITY -- ---— ----— $JQTE ZIP CODE Atlantic Beach , I' l SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the fdllowing from the proper FIRM (See Instructions): 1.COMMUNITY NUMBER 2.PANEL NUMBER 3 SUFFIX 4.DATE OF FIRM INDEX 5.FIRM ZONE 6.BASE FLOOD ELEVATION 120075 0001 D 4/17/89 X/A E (in AO Zones,use depth) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): 9JNGVD'29 ❑Other(describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE:L_._L_000.0 feel NGVD (or other FIRM datum-see Section B, item 7) SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference levet 1— . 2(a). FIRM Zones Al-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I I A9_I.L1I feet NGVD (or other FIRM datum-see Section B, Item 7). (b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of 1-1-1—LI-J.0 fee( NGVD (or other FIRM datum-see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I_.-UL-1 feet above U or below U (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LJ.0 feet above U or belowEl (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor(reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above refererice level elevations:K NGVD '29 U Other (describe under Comments on Page 2). (NOTE: It the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by stale or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V(with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. in the case of Zones AO and A.(without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Paul D. Dixon 4482 CERTIFIER'S NAME NUMBER(or A"ix Land Surveyor Rooney & Sons LandSESurveyorsseaq TITLE --'-- 6855-7 Wilson Blvd . COMPANY NAME _ Jacksonville , Florida 32210 °� CITY STATE ZIP Al �=--i � - _—_- 2/12/97 (904) 772-0702 SIGNATURE — DATE PHONE Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: ON WITH SLAB ON PILES, BASEMENT PIERS,OR COLUMNS A v A ZONES ZONES ZONES ZUNLS ZONES REFERENCE REFERENCE LEVEL BASE LEVEL REFERENCE FLOOD LEVEL ELEVATION -`4 1 BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA'• CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: L/� n/ �-->4Y1A /e v r'`)E S Building Permit Number: 1,3 U / ,7 Address: Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE ! DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works -7 - 7 Planning S 92 Building • FLOODPLArm Div rLcI MCKT INFORMATION TYPe of DwMloPnont tom,--y , , ' . Flood Zones—N/A --•--•-..------......_�.:. ---_.--- Required Lovent !door Cievstiont9- 9.6 ?t building is located be �iade AFTER TWIGS MAtlsAn • Beed hassra LOMEST FLOOR Z'Nt �.AD NAB r sone, s turvuYVAr • •�..c elevation eotabi Csp =n equal 1to OC"OtIRED�`bc�tArr that tn, t One. base 110 0 c1 No final tnapection rAil be Mde rill ba iaaue'd vntti the Mes've`wd wr4loote Department. Y to on Cl" rAth of occupancy thr �tldinU COMMENTSI Applicant Acicnovl4"jgeseptt thio perntt AN oontAnpent ppw�t"d twt thw iawuenco of correct and that t!N plow a" bow tator"tgon boinp be provided •. _• _ �PPsetAwC as" Mw �� w shell a Praviotono of CrdApne� r t0 08«p1y rtitb •il opplfceble ordtnanceo atteoting the Xo. 20-7-AS e� 11• ether M' laeo ur oPwed dewiopmeAt. Date11/26/96 ----- 8i --------------?-------------------- ---------------------------- ------- --------- Department --Department Ur! , Required Lowest As Rutit Lovent one SNr Zotlon l� • Floor woli --....- • Survey - \ Filed With irtidtiinC p+p rt t-- ,'/L --- Nw- Building Depart ent - -` re•entmtt., PaVa 3 t F P SHOWING BOUNDARY SURVEY OF 31, "SEVILLA GARDENS UNIT TWO", ACCORDING TO THE PLAT THEREOF AS RECORDED IN P.B. GS. 7 & 7A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 2.5 50 75 100 SCALE----1" = 30' SE V lL L A BL VD. (50' R/WI W E S T C.B.D.= S73'31'54"E 25.64 PLAT CB-0.+ S43'04'22 E 53.43 PLAT D= " C O F . 573'3035E 25.73 COMR=39/9.72 L53.38 R,25.00 L=27.03 FAVJI . 6= 00'46'49" 6/ 56'21" FND.I/r.P, 8.� 8 DRDEN FND.I/2'1.P. LRIO48 DURDEN , T I LA1048 I P.T. I • I aa,ad PR.C. I i FLOOD ZO "X " ELECTRIC PAD L - I 11-p VERY APPROx. o I • F.Z.DL I 31 :o. NOTES : !.FIELD WORK : I `;« Q /0/04/1999 O J I sCL _w_ Ip�j IDS a U ZBEARINGS ESTABLISWED FROM : I �{ N P.R45, PGS. 7 t 7A. " a I I /� o ao 3BEARW WELD FIXED : t\ m I L_ I r 6M 54310472E OF TWE LONG ')a N CIMORD OF LOT 31 ALONG TME '? SOUT!£RLY LIME OF SEVILLA €� 1 BOMEVARD WEST. o t� / aWIf P I PROPOSED DWELLING n� O Q • L APPROX 54.0 x 66.0 , r • 3 J TREE LEGEND : ~O ;� "; /' W-p �I N DI:; OF TREE J CID ;_Io I - _ —__— N ehe �7 r I.DlAl1 TER IN INCHES ^� 2 Z p��-K zo � v �4, 0, . P - PINE �\ Q) L - LIVE OAK �y / W- WATER OAK : 4 owe ❑ A - PALM mutt b b�Dld d� a M= amain m 'MAGNMIA �Oh \ 'be p fjinl+', ft. from the - `FLOOD ZONE .ae t� tmji �ricades must be ins If \,` 1'�m o vc� wig and remain • rK tr-L , lo-P Tree c "I A oved as yoteqd Fw.wvi.P. PP FAD.1/rl.P. DURDEN DUWN ateL1�1048 CB.D., N42'54'44'W, 80.00 PLAT L.e1048 CD N43'03'45"Wj� .00 COMPIf 1' F Q�1RL R-404M 72 1,,8.00 Ii � �� (lo►J�, N/F SEL VA MARII o COUNTRY CLUB as�ss P.O.C.-POINT OF COMMENCMENT. P.R.P.-PERMANENT REFERENCE POINT FND.-FOUND BLK:BLOCK CONC.-CONCRETE P.R.M.-PERMANENT P.0IL-POINT OF BEGINNING N.G.V.D.-NATIONAL GEODETIC VERTICAL DATUM COMP.-COMPUTED RAD:RADIAL ESMT.-EASEMENT REFERENCE MON. P.C.-POINT-OF CURVATURE P.L.S.-PROFESSIONAL LAND SURVEYOR T-TANGENT R-RADIUS B�.L.-BUILDING RESTRICTION LINE CO-COUNTY P.T.-POINT OF TANGENCY R.L.S.-REGISTERED LAND SURVEYOR L-ARC LENGTH 0-DELTA ANGLE F. -FLOOD ZONE FL-FLORIDA P.R.C.-POINT OF REVERSE CURVE L.B.-LICENSE BUSINESS R/W-RIGHT-OF-WAY APPRO-EXISTROXIMA- A/C AIR _ .,r. ..�� vunwu nc FXIST--EXISTING LA.-LANE CONDITIONER CITY OF � Fead - tom a S00 SENIINOLE ROAD ATLANTIC. BEACH. FLORIDA:3'223:3-5a 15 TELEPHONE(904)217-:5500 FAX(904)247-5805 SliNCONI S52-5800 NOTICE TO: Water Department FROM: Building Department �/ DATE: L2" / % / 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 Addr/e�ss /Ise+erey Building Department DATE: -S-, /`7' 9-7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: it�z- ----------------------- 13 q3�S, ------ ------- -- - -- -- - --------- ------ _ _ / / i /4' 0� r- -------------------- ------ ' ------------------------------------------------- Enclosed are the blue copies of the permits. S CERELY, BUILDI G INSPECTION DIVISION cc: FILE 1V/LY/ OV 1V YJ •.� �' „ + . .+�•c � `_-: - ,-w,.::•�; �: �„}y;•:'.• nm'_..�� ''_yJ.:.rA�1�!r•yy-=i�f•'r. •�.;.�i..•�;�, ..�•r�” -{'" a�•.i';- ...• ]►D 9,G �`�, 9.o Asn -�,'b •It974 ,AV 2J Ile 814� • 8.3 5 _ I / C \ It Icy OV/ NS . SLAb TJ�. Ab3f tiU y5� �/l ° ��`�� &.oa .� • ' —O �• / Iia .\ PSR-3844 9 s 1 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ LOCATION INFORMATION Permit Number : 13951 ldrpss - 19?2 SEVILLA BOULEVARD WES Permit Type : 1RRI(3ATT0N/SPRINKLt.h ATLANTY -11 BEACH , FLORIDA 3223 _'lass r Work.:NEW LE;_TAL DESCRIPTION —---- -- -- Constr ., Type :WOOD FRAME Block * Lot * 31 Twr , ProvoSed Use: SIN13LE FAMILY Section: Subd: Rna � Dwellinus tt Subdivision : SEVILLA GARDENS Est . Value : improv . cost4 ,rntat Fee�, 1 r. 41"UR iNFQWT 1 ON ------- APPLICATION FEES Naimei . Ott LLINS Id, N #VILLFE. PLORIDA TR�__T,. IN'FORMATIQ,14, N airt qTEWART & TEWART _LANDS'C'APING "ORPTORATE SOUARE BLVD. FLt�RIDA 321211 Exr : NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REV(jg%1%CiA FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 5/12/97 81 Receipt: 0055103 5150 CHECK5 ATLANTIC BEACH BUILDING DEPARTMENT 81168083221000 By CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT AP JOB LOCATION: JF u ' I I q CPA(Lo e 'T' / ` F2 OWNER OF PROPERTY: L-4r'D"'`'4aJ(� L144A^ES c- PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: 3 73 y �-�`v� `� .S/i-o< ej- 30Z-7 STATE LICENSE NUMBER: TELEPHONE: HOW MAkYY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS / SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: 42 SIGNATURE OF CONTRACTOR: 4re-� ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 1 I RECEIVED 936188 NOTICE OF COMMENCEMENT MUWNSW188 I NOV 1 2 1996 Tax Folio No. 169462-0410Y. __ state oit ff' ook 8473 WIZ County of Duval To whom It may concern: Dk s 8473 The undersigned hereby gives notice that Improvements will be made to certain real property, p = 1042 and In accordance with Chapter 713,Florida Statutes,the foliowing Information Is provided In UocH 96232210 Filed 3 Recorded 1982 SEVILLA BOULEVARD WEST ATLANTIC BEACH,FL 32233 l 1/01/96 1 19 03:01:19 P.M. HENRY W. COOK (PropadYr.w) CLERK CIRCUIT COURT DUVAL COUNTY, FL REC. $ 6.00 Lot 31, SEVILLA GARDENS UNIT TWO, according to plat thereof as recorded in Plat Book 45, pages 7 and 7A of the current public records of Duval County, Florida. IL.0 DMcdpoonl p.n.r.I de.crlpllon of lmWar.mar>t. Construction of a Single family residential dwelling o.+a. hsmWtlon Name NANCY D.MUWNS ter" P.O.BOX 8864,JACKSONVILLE,FL 32239 panels Inbr..l h the.11.of the rnorOawea.nt.ft ether*mn fee.rupia We hobeA: Name d be Nmple We holder ft otter Then owwq: contraawr Landmark Homes Inc. A44re" 101 Plantation Drive corraacw Ponte Vedra Beach, FL 32028 Add,.» Addrrrw Adds» co'"a for Address aa.ety Mune N/A \ Address Afnoa+N d bona s N/A Name of u,y L.endw meldng a loan for the oonetnAWn Of ee rngawnenta' Barnett Bank,NA Add,.., 112W.Adams Street,Second Fl,Jacksonville,FL 32202 Persona within the State of Florida designated by owner upon whom notices or other documents maybe served as provided by section 713.13(1)(a)7, Florida Statutes: N.,ne Addne. In addition b himself,owner designates the following person to receive a copy of the Ilenor's notice as provided in section 713.13(1)(b),Florida Statutes: NNe Barnett Bank,N.A. Addme 10 E. FLORIDA 32ZQ2=!� n LAU C4�� This Notice of Commencement awr,ww NANCY D.MULLINS shall expire Prepared b Jeannine Wickham (Typo a pe"legibm Borrovwr Name: �•'^•~R.n4 N A StreetAddrsas: _1•2W Ad—1 &test Second F1 City,State,Zip: >�ks`rry are r� Barevr.r ,. , .. .� c�- „� �.. ;, rte:, ._ _ �,-�. +: � . . 'i .. t � 1.:1/ l,. t: -tJ � � ..��/1_.. DATE• _'�?� j / PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------------------------------------------------- ------ ' ------------------------------------------------- ------ ' ------------------------------------------------- ----- ' ------------------------------------------------- Enclosed are the blue copies of the permits. S7�z�zr ELY, c__� BUILDING INSPECTION DIVISION cc: FILE r PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATIONTBIock: LOCATION INFORMATION -------- Permit Number : 13202 1932 SEVILLA BOULEVARD WEST Permit Type:MECHANICALATLANTIC BEACH, FLORIDA 32233 - "'ass of Work:NEW -- LE-AL DESCRIPTION - Lot : 31 Twp: 0 Constr . Type:WOOD FRAMERng; 0 Proposed Use: SINGLE FAMILYn: 2 Subd: Dwellings : 0 -cubdivision: SEVILLA GARDENS Est . Value: 0 .00 Improv . Cost : 0 .00 Total F,-, ,- 47 .00 Amour ' r 47 . 00 ,7 D- ate:', : Z��SIAL °vE `i':_r.L HEAT AND F T IN NEW HOME ------- APPLICATION FEES --- OWNER INFORMATION - 4 . nn Name' NANCY D. MULLIP �' PERMIT Addr ' F O . BO:{ 9664 JACKSONVILLE , FLORIDA 32239 Phone: 1 ?049280-9901 - ---- CONTRACTOR INFORMATION - - _ Name: OCEAN STATE HEAT & AIR Addr: 1476 ATLANTIC BLVD . NEPTUNE BEACH , FLORIDA 3223 Lic ' MHF --?R Exp' Tvne: NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEF :ftURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE [CL:EAR:ED MATERIAL, RUBBISH WAY AND DE IT CONTRACTOR OR MUSTOWNNOT BE PLACED IN PUBLIC SPACE,AND MUST BE UP AND HAULED A "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAVE RESULT N THE PROPERTY OWNER PAYING TWICE FOR BUILDING ISSUED ACCORDING TO APPROVED V PROVISIONS OF WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO `'--nING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC ■EACH. FLORIDA 32333 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant/to complete all items in sections I, II, III, and IV. LOCATION Street Address: `7 G Z��C/Li �, �J/vc�s l/✓ 1 OF latersecting Street$: Between S lvr 10"_ : /`"_• And WILDING / II. IDENTIFICATION — To be completed by all applicants . In cons deration of permit given for doing the work as described in the above statement we hereby agree to perform said woil in accordance w th the ettacl�pd plans and specification$ which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of gocd practice listed therein. / Keene of � tl Cserecior (Print) Mesta? �C 0 3 ! v Kear+a of Ismoorty Owner //Ct PIG Siretwre of Owner Signature of w Artt.«isad Agent Architect or Engineer 111. GENEXAL INFORMATION A. Ty" of bating foal: e' li OTHER CONSTRUCTION /SING DON[ON [fl�E.ctric THIS BUILDING OR SITE? ❑ 6.t—❑ L? ❑ Natural ❑ Comtel Utility IF Y[3, GIVE MUM/[R O[F' CONSTRUCTION ❑ 04 PERMIT 1�I ❑ C•tisar — stocify IV. NBCK4.4iCAL BOUWMINT TO BE INSTALLAD NATyRE OF WORK (PM,40 complete lief of comPommh ae wed of this"IZ�N"ew asidentlal or ❑ Commercial ❑ Heal ❑ Space ❑ Racetued Cfl CMtft) O Row Building A:r'C eA`t;o•ia$g: ❑ Room ❑/C4M" ❑ Existing Building [�D.ct Sgstoan: 1A.t.ri.t`� P}'Tlic!-� 1112- ❑ Replacement of existing system Z� ❑ New Installation(No system previously inatatted) ►Aaslrwwws capacity 4f.m. ❑ Extension or add-on to existing system ❑ ~ ❑ Other — Specify ❑ CoOliog twat. Capacity ❑ Fire speinkion: Nwm6er of bads ❑ Eiwatw O VWift ❑ E$celeta (number) THIS SPAC* POR OFFICi UN ONLY ❑ 6ee0111$e PW-PL-- (3 w-PL❑ Teakt (nYmbar) Rernerl� ❑ LPG "*+G;l►af1 (aumbw) ❑ Uafw4W pfeeture veeeM ❑ rernaii Approved t� Defe— Balers ❑ 0 _ SPOCr{y Pwrnit tr. LI9T ALL EQUIPMENT .Ant CONDmONING AND REFRIGERATION EQUUWENti mad Number Unit• Deecslpuoa Ma"Number Yanufact�wr (' bas) A� CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Z 7 19= IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. JOURNEYMAN ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE p i7,� lam! /r>D/jJ�,,� —ADDRESS: / �CVi RFD BOX NAME v � BLDG.SIZE BETWEEN: RES. (A APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW (A OLD ( 1 REW. ( 1 ADDITION ( 1 TRAILER ( 1 TEMP. ( 1 SIGNS ( 1 SO. FT. FEE SERVICE: NEW(X► INCREASE ( 1 REPAIR ( 1 CONDUCTOR SIZE G AMPS COPPER ( 1 ALUM. ( 1 SWITCH OR BREAKER 7 c C AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL CONCEALED OPEN TOTAL RECEPTACLES 0-30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER BELL TRANSF. APPLIANCES AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW HEAT 0�- OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS __ _ i 1n1ncR Ann V. OVER 600 V. DATE: —/ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN BADE AND ARE SATISFACTORY: I� ------ ---------- lv' -------3- 5.. 1�a � --- 'fie ------ ----- ------------------------ -------------- ------ ------------------------------------------------- i ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc: FILE CITY OF ATLANTIC BEACH, FLORIDA Aoo.a.ebV APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �� 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, NHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: II MASTER ELECfAICIA14 SIGNATURE NAME Laadm42� ADDRESS:_1 I?� SC's:+�I� i3w-N , RFD-BOX-- BLDG. FDBOXBLDG.SIZE BETWEEN: RES. ( ► AFT.( ) COMM.( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.o SIGNS { ) SO. FT. SERVICE: NEW INCREASE ( ► REPAIR ( ) FEE__` CONDUCTOR SIZE5SIZENO. / AMPS COPPER ( ALUM. SWITCH OR BREAKES PH 3 W hyo VOLT RACEWAY EXIST.SERV.SIZES PH W VOLT RACEWAY FEEDERS NO. SIZE NOSIZELIGHTING OUTLETSNCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-*0 AMPS. 31.100 AMPS. � --"'--- SWITCHES I NCANDESCENT - --- FLUORESCENT&M.V. ----- FIXED 0-460 AMPS. OVER --- APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT VER MOTORS HP. VOLTAGE PHS NO. 1H.P. VOLTAGE PHS Y-ISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. - —- PSR-3844 13071 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ ------- LOCATION INFORMATION -------- Permit Number: 13071 Address : 1982 SEVILLA BOULEVARD WEST Permit Type: PLUMBING ATLANTIC BEACH ; FLORIDA 32233 Class of Work:NEW -------- LEGAL DESCRIPTION ------- Constr . Type :WOOD FRAME Block: Lot : 31 TwT Proposed Use: SINGLE FAMILY Section: 2 Subd: Rnn Dwellings : 0 Subdiviwion: SEVILLA GARDENS Est . Value : 0 .00 . Improv . Cost : 0 . 00 Total Fees : 60 . 50 Amount Paid : 60 . 50 OWNER INFORMATION - -- .__ ------ -- APPLICATION FEES --- Name: NANCY D. MULLINS PERMIT 3(Idr , P.O. BOs 9- r64 JACKSONVILLE . FLORIDA 322.• tl_:le : " 904 29`)-9901 ---- CONTRACTOR I NFORMAT I OM Name: DUNCAN PLUMB I Nf. rOMPAt Addr : 2175 KINGSLEY AVENUE #308 ORAN".E PARK . FLORIDA 32067 Lic: CFC046010 Exp : J Tvpp • d NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 440.50 f4 Date: 12/19/96 81 Receipt: 6921491 CHECKS 4246 ATLANTIC BEACH BUILDING DEPARTMENT 06100003221888 By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: I T9 2 S'cP_J ti t hA 9I4A j&J OWNER OF PROPERTY: nalrlC�/ N�v�,�i n5 PLUMBING CONTRACTOR: Di/�v�c.cv�/�� wy�b,�i�{ VIC: . CONTRACTOR'S ADDRESS: 'Za?S Vj,r C,,�.J`j (*N4 e, *__ �gv3 STATE LICENSE NUMBER: CRZ,4 j TELEPHONE: HOW MAWY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 3 LAVATORIES I WATER HEATERS Z BATH TUBS DISHWASHERS URINALS DISPOSALS Z CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: 13 X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP — (904) 247-5834. PSR-3844 13014 LT�T eo DEPARTMENT OF BUILDING `-` 00£££4C000000 CITY OF ATLANTIC BEACH HSH3CU 09 00583 J J a u PERMIT INFORMATION - - ---°;--- LOCATION INFORMATION �-------- Uj Permit Number : 13014 middLcess : 1982 SEVILLA BOULEVARD WEST Permit Type: BUILDING ATLANTIC BEACH , FLORI9A 32233 .lass of Work :NEW __ __ ___ LEGAL DESCRIPTION - -'Cu Constr . Tyype :WOOD FRAME B kbc* : Lot : 31 Proposed Use: SINGLE FAMILY Sdr-M on : 2 Subd : _ Dwellings : 0 Sibflvision : SEVILLA GARDENS a� Est . Value: 0 . 00 Improv. Cost : 113 , 150 .00 Total Fees : 2 , 455 . 48 Amount Paid: 2 , 956 . 48 Date pafd : l?/!n door, HOME PER PL- t,SF OWNER INFORMATION ------ __ APPLICATION FEES ------i-- Name '. NANCY D , MULLINS PERMIT 753 .00 Addr : P . BO,X 5654 WATER IMPACT FEE 490 . 00 - JACKSONVILLE FLORIDA 322 . )-SEWER IMPACT FEE Phone : ' ,?C4 ` 2180- 3901 WATEP. METER/TAP $5 .00 RADON GAS-H . R . S . 8 . 78 - - - - CCNTRACTO%R INFORMATION - RADON CAB 5% 0 . 46 Na med LANDIIARK HOMES, INC. CAPITAL IMPROVE. 325 .00 Ad' Tz"' 101 PLANTATION DRIVE SEWER TAP 0 . 00 .- PONTE VEDRA BEACH, FL 32082 CROSS CONNECTION 35 . 00 Exp C) . : C)571323 F / SEC H IMPACT FEE 0 . 00 ' , CONST . SURCHARGE PIn `S' a4 SCHARGE/ATL . FCH . NOTES: ra a_+ r7 PD Date: 12/10/9601 3.92 78 z CASH Receipt: 0017973 00100003419001 M W V R1 J 1 vj u na 035.00 Date: 182111001966 131 Receipt: 0017966 NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPEftd.14 .PPE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUIL,411 MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLA !�DJ9f .LIC SP ,CE, D MUST BE CLE&RFi D UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER " _ 7TH ecelp ; i -j "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED'AgCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATIEI`rF'OF APPLICABLE PROVISIONS OF LAW. $8.78 71 $753.00 1ti za Date: 12/10/96 0 • . CASH 00100003221000 ATLANTIC BEACH BUILDING DEPARTMENT-00100002080100 By: 7 f CITY OF ATLANN`TIC BEACH PERMIITT CALCULATION SHEET Address r1 J /�(//L L l� Pte' L V Q• �,c-S% Date Heated Square Footage �� @ $ per sq ft = $ Garage/Shed l�(0 Z @ $ / Q per sq f t = $ �, 31 b Carport/Porch �_V @ $ /90 0 per sq ft = $ Deck 6 (d $ per sq ft = $ Patio 0 @ $ Q per sq ft = $,_ _ TOTAL VALUATION : S 1131 S) U /7/6d) v __ $ Tota Vaation 1st $ /46-/,C00 .Val Ile /z $. 4L Remaining Value $,3 . per thousand or portion thereof TOTAL BUILDING FEE $ -57-0 + 1/2 Filing Fee $ �2 ( 1 ) Fireplaces @ $15 . 00 $ /,3700 BUILDING PERMIT FEE $_ 7`5 .� -' WATER IMPACT FEE $_ "Z/�D•01) SEWER IMPACT FEE $ p� WATER METER/TAP $ x .0(7 ' CAPITAL IMPROVEMENT SEWER TAP V(fV? RADON (HRS ) . 0050 N � SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $` _ S� 00 _ (t- SURCHARGE . 0050 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing _ Electric/New Electric/Temp _; SwimmingPool Septic Tank Well`_ ; Sign__—Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE _SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) _ FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (�) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) l JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS �� $20.00 EACH $ ��, o JOB INFORMATION_ 2 f Z J G V I L 1c4 Uzi C30 01.11'17" 3869.72 87.00 S 46'31 '24" E 87.00 C31 01'15'53" 3869.72 85.41 S 45'14'49" E 85.41 C32 31.54'26" 50.00 27.84 N 78.26'32" E 27.49 C33 46'35'04" 50.00 40.65 N 39'11 '47" E 39.54 C34 41'10'19" 50.00 35.93 S 04'40'55" E 35.16 C35 41'02"14" 50.00 35.81 S 45'47'11" E 35.05 C36 39'15'18" 50.00 -`34.26 S 85.55'58" E 33.59 C37 45'53'51" 50.00 40.05 N 51'29'28" E 38.99 C38 30'31 '33" 50.00 26.64 S 13016'46" W 26.32Q C39 43053'55" 50.00 38.31 S 27'00'51" E 37.38 C40 29'24'02" 50.00 25.66 S 63.39'49" E 25.38 p C41 85.26'15" 50.00 74.56 N 58'55'02" E 67.84 C42 41'52'31" 50.00 36.54 S 04'44'21" E 35.74 J C43 78.42'16" 50.00 68.68 S 65.01 '45" E 63.41 y� C44 00'46'52" 3919.72 53.43 S 43.04'22" E 53.43 p C45 01'10'10" 3919.72 80.00 S 44'02'52" E 80.00 �ca� C46 1'01 '10" 3919.72 69.74 S 46.20'27" E 69.74 C47 79'51 '09" 50.00 69.68 S 23'18'34" E 64.18 C48 42'43'18" 50.00 37.28 S 84'35'48" E 36.42 C49 68'11 '32" 50.00 59.51 N 39'56'47" E 56.06 C50 29'01 '48" 150.00 76.00 N 56'31 '37" E 75.19 C51 08.33'53" 150.00 22.42 N 75.19'27" E 22.40 y C52 01'38'41" 4069.72 116.82 S 40.14'45" E 116.81 23 C53 "5'52" 4069.72 91 .00 S 41.42'31" E 90.99 C54 01'07'35" 4069.72 80.00 S 42'54'44" E 80.00 C55 01'07'35" 4069.72 80.00 S 44'02'19" E 80.00 ' C56 01'09"16' 4069.72 82.00 S 45'10'44" E 82.00 C57 01'07'35" 4069.72 80.00 S 46'19'09" E 80.00 C58 01'33'46" 4069.72 111 .00 S 47.39'50" E 111 .00 24 C59 01'02'30" 4069.72 74.00 S 48.57'58" E 74.00 C60 02'14'19" 4069.72 159.00 S 50'36'22" E 158.99 C61 00112'40" 4069.72 15.00 S 51'49'52" E 15.00 C62 01'11 '55" 3919.72 82.00 S 45'13'55" E 82.00 C35 �7J67 C16 LEGEND: z $ • DENOTES PERMANENT REFERENCE MONUMENT 25 ♦ DENOTES PERMANENT CONTROL POINT • DENOTES P.C. , P.T. , P.R.C. , OR OTHER CHANGE IN DIRECTIOtf DENOTES ABOVE GROUND SWITCH AND \ "' N 44'29'05" W 103.94 nr TRANSFORMER LOCATION b X 10 �JEA EASEMENT 21 \ 26 ; 1 � ^ N 40'20'01" W 120.81 C19 Uco C9 � SEVILL.A� - e N a28 N 44 C4° N I 'k-10 X I T -7 JEA EASEjviE CN 19 cn N G'0 � 3 29 3 3 coi 3 30 8 F9ti��+. g � N MAP SHO W iN "G BOUND 'A.:R Y Z �- UR VEY OF LOT 31, "SEVILLA GARDENS UNIT TWO", ACCORDING TO THE PLAT THEREOF AS RECORDED IN P.B. 45, PGS 7 7A, OF THE CtPiENT•PUBLIC RECORDS OF DUVAL COIhVTY, FLORIDA 0 25 50 75 /00 SCALE----I". 30' SEVI` � A. BL V0. WEST C."., S73'31'54'E 23.64 PLAT C.8-D.; S43'0472 E 53.43 PLAT 973.3035"E 25.73 COUP 53.38 COME? R•25.00 L"27,03 R-3919.72 L-53.38 'd, 6/'567/" Milt'I.P. .do 00'4649" DUVIEAI FITC IAVI.P. LA1048 DIA4DIEN FNDJIVI A L01048 Dat#WM I LA1046 � RT I PAC I I t 8 1 I FL DOD ZONE "X " a L _ PAD I p IAO • W t K I � t • I s r VERT F. tAPPROX NOTES,: I L 0 T3 1 / IF/ELD WORK : I t 10/04/1996M I I :. Iq 2:VEARIAC4.0TABLISHED FROM : � I I `• ,�, ,o i PA44 PGS 7 .9 7A. —fir 3AMIAKs.hELD FIXED : I L _ I S4310478'E OF ThE LONGK 10 CHORD OF LOT 3/ ALONG ThE o I w I SOUMMY L/AE OF SEVILLA k I ur •0 Lp• -NOZLPVARD WEST. 1 w Io.o PROPOSED DWELLING` �•I p y`� !O • APPROX 54.0 x 66.0 i I J TREE LEGS TYPE OF TREE OJcm t `� • u r �i � 'pa' DIAACM IN IAC1,ES o� wI- ---J • to -P,. Pa6 L -;-�P VE OAK • • W.^WATEK OAK s L s.I • A - PALMO • M= MAGAM IA d F L � ZONE AE " c-4 io r 12-A4- d • O F 112"I.P. I FM 1/P"1P. DIARM LA1040 C.B.D.• N42'54L'44"W 80.00 PLAT A104d� l N43'03'45"W 80.00 COQ R&4069.72 L,80.00 as 0/'0735" N/F SEL VA MARINA COUNTRY CLUB 33/86 ,�1,,w-QOINT OF COMMENCMENT PAP:PERMANENT REFERElICE POINT FND:FQUND BL.K-:BLOCK CONC.-CONCRETE PR.M:PERMANENT RAAxP01N7'OF BEGINNING N.G.U.—NATIONAL GEODETIC VERTICAL DATi1M COMP-COMPUTED RAD.-RADIAL EBMT.-EASEMENT• REFERENCE MON. P.0&PDINT'OF CURVATURE P.L.B:PROFESSIONAL LAND SURVEYOR T-TANGENT R—RADIUS B.R.L.—BUILDING RESTRICTION LINE CO.—COUNTY f'.T.PO1NT OF TANGENCY R.L.B-REGISTERED'LAND SURVEYOR L-ARC LENGTH O-DELTA ANGLE F. .-FLOOD 20NE FL.—FLORIDA PAC.iW1NT OP REVERSE CURVE L.B-LICENK BUSINESS R/W-RIGHT-OF-WAY APPROX.,APPROXiMATE A/C-AIR mrr_nnu�T RC'PnVGN Wn nmve na�� n_-' .' vn:u— .u A- �. yr _wll &o t-.lQT_:Vl4TUJf. 1 1 1 1 1 1 I,_I.11:11':11 ill ill i11 x:11 QJ<1!el., I C.L 1'11 I .�44 I J`' 1_u— k — J t_l 1.... 1 k_o I'/1_ ` CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All app�Qt)s .� receives��v 5 P M on the �Q�Q r to the s �¢ m. eQt+na i1 Qrd�� tQ t?e �J s� on thQ agQn� _fQr con, deraiion. INCOMPLETE APPLICA �IDZ,-IR -3.5'99 1. N*vcy M U c.c. r N s q64- Tq-3 -770 _ I APPLICANT NAME ADDRESS TELEPHONE 2. l Q 4 2 S EY c `L-A+ 15L-VC) vt!O S-c , 3-7 L_A_Aj-r ,c_ jS&r_ cC4 ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 46(ct tl� "m +0 cz-K5tyoc�ktq d� new dc�c� 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION I+ 'pi rt ✓.417 Old 5. TOTAL NUMBER OF TREES TO BE REMOVED: 4 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: rz 7. SPECIFY PROFYOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 3 R I V-w 5 1 r-cin cl l Gr ►✓t �� 3 2,' 1i 1-1 kill k1l 11,q.a '1j(ij(11 TEL 110 Ur t -., 8 No 8 ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and Proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH Of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and now trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9, ALL TREES PROPOSED FOR REMOVAL MUS BE CLEARLY MARKED ON SITE BY-RtD SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION AHM BE CLEARLY MARKED ON SITE BY .UE SURVEYORS RIBBON. LI 11- INCOMPLE ''APPLI ATIO�`15_1i,_111111 I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: APPLICANTS SIGNATURE DATE N 6 V" Cl(.0 OWNERS SIGNATURE DATET APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE r I I j LOT 31 SEVILLA GARDENS i HVAC LOAD ANALYSIS i i j for I LANDMARK HOMES I 6000-A SAWGRASS VILLAGE CIRCLE' >: : :: PONTE VEDRA BEACH, FL. 32082 I Carrier ResidentW* ---.arW Light RNWcommerck'I'MAC Loads I I i i I i I i Prepared By: BRENT REEDY M Ocean State Heating&Air Conditioning 1476 Atlantic Blvd. n, 26, 1996 Neptune Beach,FI 32266 (904)249-8251 ,°-15-96 Building and Zoning i RFfVAC-R se identiat&LightCommercial HVAC Loads Program Elite Software Development,'Inc. Ocean State Htg&A/C kt� LOT 31 SEVILLA GARDENS Neptune Beach, FL 32266-1798 10-15-96 Paget Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 369 12,038 0 12,583 12,583 10D Door Wood Solid Core 36 745 0 407 407 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,184 4,796 0 2,619 2,619 13C Part R-11 + 1/2" Gypsum(R-0.5) 185 375 0 267 267 +, 16G Ceiling R-30 Insulation 1,849 2,744 0 2,744 2,744 22A Slab on Grade No Edge Insulation 212 7,728 0 0 0 Subtotals for structure: 3,835 28,426 0 18,620 18,620 Active People: 7 0 1,610 2,100 3,710 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 2,089 0 2,560 2,560 Infiltration: Winter CFM: 269.6, Summer CFM: 107.8 405 13,344 3,759 2,490 6,249 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 28,170 Temperature Swing Multiplier: X1.00 Building Load Totals: 43,859 5,369 28,170 33,539 I i Check Figures Total Building Supply CFM: 1280 CFM per square foot: 0.693 Square feet of room area: 1,849 Square feet per ton: 606.488 i Building Loads Total heating required with outside air: 43,859 Btuh 43.859 MBH Total sensible gain: 28,170 Btuh 84 % Total latent gain: 5,369 Btuh 16 % Total cooling required with outside air: 33,539 Btuh 2.795 Tons (based on sensible + latent) 3.049 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. RHVAC Residential 8 Light Conxnercial.HVAC Loads Program Etite Sotl�vare Qeuelop�-fnc. Ocean State Htg 8 A/C. LOT.31 SEVILLA GAtRDENS Neptune Beach,FL 32266-1796 10-15-96 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 369 12,038 0 12,583 12,583 10D Door Wood Solid Core 36 745 0 407 407 ' 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,184 4,796 0 2,619 2,619 ! 13C Part R-11 + 1/2" Gypsum(R-0.5) 185 375 0 267 267 j 16G Ceiling R-30 Insulation 1,849 2,744 0 2,744 2,744 22A Slab on Grade No Edge Insulation 212 7,728 0 0 0 j Subtotals for structure: 3,835 28,426 0 18,620 18,620 i Active People: 7 0 1,610 2,100 3,710 Inactive People: 0 0 0 0 0 ! Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 2,089 0 2,560 2,560 Infiltration: Winter CFM: 269.6, Summer CFM: 107.8 405 13,344 3,759 2,490 6,249 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 28,170 1 Temperature Swing Multiplier: X1.00 System Load Totals: 43,859 5,369 28,170 33,539 i Check Figures Supply CFM: 1,280 CFM per square foot: 0.693 jSquare feet of room area: 1,849 Square feet per ton: 606.488 System Loads: Total heating required with outside air: 43,859 Btuh 43.859 MBH Total sensible gain: 28,170 Btuh 84 % Total latent gain: 5,369 Btuh 16 % Total cooling required with outside air: 33,539 Btuh 2.795 Tons (based on sensible + latent) 3.049 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I I � I • RHVAC-Residential&Light.Commercial HVAC Loads Program Elite Software Development Inc. Ocean State Htg&A/C LOT 31 SEVILLA GARDENS Neptune Beach,FL 32266-1798 10-15-96 Page 4 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Clg Cig Clg Zone Clg Air Rm Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No. Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master Bed 225 6,871 89 10 4,741 1,054 216 1.35 291 216 Room 2 Master Bath 217 4.353 57 6 1,939 195 88 1.00 88 88 3 Foyer 60 21912 38 4 1,180 371 54 1.00 54 54 4 Living Room 186 3,403 44 6 1,617 334 74 1.35 99 74 5 Dining Room 116 3,669 48 6 1,654 362 75 1.00 75 75 6 Laundry 58 1,363 18 6 1,800 149 82 1.00 82 82 7 Bed Room 3 161 3,010 39 6 2,170 369 99 1.25 123 99 8 Bed Room 2/ 245 3,239 42 8 2,651 425 121 1.25 151 121 B 9 Kitchen 209 326 4 6 1,991 230 91 1.00 91 91 10 Nook 68 5,388 70 6 2,369 585 108 1.05 113 108 121 12 6,058 _1,295 275 1.35 372 11 Family Room 304 275 9,325 System 1 Totals 1849 43,859 570 28,170 5,369 1,280 1,538 1,280 Main Trunk Size: 16x14 in. System #1 Cooping System Summary Cooling Sensible/Latent Sensible Latent Total j _ Tons Split Btuh Btuh Btuh Net Required: 2.795 84%/16% 28,170 5,369 33,539 Recommended: 3.049 77%/23% 28,170 8,414 36,584 j System #1Equipment'Data Heating System Cooling System I I i i i i Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: LANDMARK HOMES AND ADDRESS: LOT 31 SEVILLA GARDE PERMITTING ICLIMATE ATLANTIC BEACH,FL. 32 OFFICE: CITY OF ATLA ZONE: 1I_1 21_16_1 OWNER: LANDMARK HOMES PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5 . Conditioned floor area (sq. ft. ) 5 . 1848 .00 6. Predominant eave overhang (ft. ) 6 . 1. 50 7 . Porch overhang length (ft. ) 7 . 10 . 50 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 369.00sgft b. Tint, film or solar screen 8b. O .Osgft O .00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 212. 00 ft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=11. 00, 1204.00sgft a. Adjacent: 2. Wood frame ( Insulation R-value) 10a-2 R=11. 00, 185 . 00sgft 11 .Ceiling type area and insulation: a. Under attic ( Insulation R-value) 11a.R=19 .00 , 92 .00sgft a. Under attic ( Insulation R-value) lla.R=30 . 00 , 1903 . 00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6 . 00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 10. 00 14.Heating System: 14. Type: Heat Pump HSPF: 7 .00 15 .Hot water system: 15 . Type: Natural G EF: 0 . 66 16 .Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice: 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 90 . 22 a. Total As-Built points 19a. 28748 . 52 b. Total Base points 19b. 31866. 31 ------------------------------------------------------------------ ------------------------------------------------------------------ I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE. f� -�S-�G 553 . 908 F. S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT. BUILDING OFFICIAL: ^' DATE: DATE: - 1 l Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: LANDMARK HOMES AND ADDRESS: LOT 31 SEVILLA GARDE PERMITTING ICLIMATE ATLANTIC BEACH,FL. 32 OFFICE: CITY OF ATLA ZONE: 11_1 21_1 31_1 OWNER: LANDMARK HOMES PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5 . Conditioned floor area (sq. ft. ) 5 . 1848 . 00 6 . Predominant eave overhang (ft. ) 6 . 1 . 50 7 . Porch overhang length (ft. ) 7 . 10 . 50 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O . Osgft -:?- 0sgft b. Tint, film or solar screen 8b. O.Osgft ?"-�60 . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 212 . 00 ft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=11. 00, 1204.00sgft a. Adjacent: 2. Wood frame ( Insulation R-value) 10a-2 R=11.00, 185 . 00sgft 11 .Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=19.00 , 92.00sgft a. Under attic (Insulation R-value) 11a.R=30 . 00 , 1903 . 00sgft 12.Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6 .00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 10 . 00 14.Heating System: 14. Type: Heat Pump HSPF: 7 . 00 15 .Hot water system: 15 . Type: Natural G EF: 0 . 66 16 .Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 90 . 22 a. Total As Built points 19a. 28748 . 52 b. Total Base points 19b. 31866 . 31 ---------------------------------------------------- ------------------------------------------------ I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: �'� - i5w'� compliance in accordance with Section DATE: 553 . 908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ---------------------------- COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers. Combustion devices see 606 . 1.A. 2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1.ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------ HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ---------------------------------------------------------------------- Insulation 604. 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11 . --------------------------------------------------------------------- ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE AS-BUILT ---------------------- GLASS---------------- INTS TYPE SC ORIEN AREA x SPM x_-----_-POINTS ORIEN AREA x BSPM = PO SOF ---------------------------------------------------------- N 74. 00 65 . 8 4869 . 2 DBL CLR N 15 . 0 38 . 3 . 88 504. 9 DBL CLR N 10 . 0 38 . 3 . 62 238 . 3 DBL CLR N 10 . 0 38 . 3 . 50 191 . 5 DBL CLR N 39 . 0 38 . 3 . 90 1339 . 4 E 64 . 00 65 . 8 4211 . 2 DBL CLR E 25 . 0 79 . 7 . 86 1713 . 5 DBL CLR E 6 . 0 79 . 7 . 76 361 . 3 DBL CLR E 33 . 0 79 . 7 . 31 815 . 3 SE 15 . 00 65 . 8 987 . 0 DBL CLR SE 15 . 0 79 . 1 . 53 627 . 9 S 150 . 00 65 . 8 9870 . 0 DBL CLR S 39 . 0 66 . 2 . 37 947 . 6 DBL CLR S 36 . 0 66 . 2 . 36 853 . 5 DBL CLR S 15 . 0 66 . 2 . 77 764. 6 DBL CLR S 60 . 0 66 . 2 . 77 3058 . 4 W 66 . 00 65 . 8 4342 . 8 DBL CLR W 15 . 0 79 . 7 . 86 1028 . 1 DBL CLR W 6 . 0 79 . 7 . 67 321 . 5 DBL CLR W 15 . 0 79 . 7 . 86 1028 . 1 DBL CLR W 30 . 0 79 . 7 . 86 2051 . 9 _ ---------------- S ADJ GLASS I GLASS . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = POINTS AREA AREA FACTOR POINTS POINTS 15 1 , 848 00 369 . 00 751 24, 280 20 18 , 239 . 76 15, 846 . 03 ---------------------- NON GLASS------------ R-VALUE AREA x SPM = POINTS AREA x BSPM = POINTS TYPE ------------------------------------ WALLS---------------- Ext 1204. 0 . 9 1083 . 6 Ext Wood Frame 11 . 0 1204. 0 1 . 70 2046 . Adj 185 . 0 . 7 129 . 5 Adj Wood Frame 11 . 0 185 . 0 . 70 129 . 5 DOORS---------------- 20 . 0 6 . 10 122 . Ext 20 . 0 6 . 1 122 . 0 Ext Wood 16 . 0 2 . 40 38 . 4 Adj 16 . 0 2 . 4 38 . 4 Adj Wood CEILINGS------------- 30 . 0 1903 . 0 . 60 1141 . 8 UA 1848 . 0 . 6 1108 . 8 Under Attic Under Attic 19 . 0 92 . 0 1 . 10 101 . 2 FLOORS--------------- p 2120 -41 . 20 -8734 . 4 Slb 212 . 0 -37 . 0 -7844 . 0 Slab-on-Grade , . INFILTRATION--------- 18480 8 . 00 14784 . 0 =====1848_0=====8=0==147840===Practice-#2 . TOTAL SUMMER POINTS I 25 , 475 . 33 27 , 662 . 06 _ _ TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT - COOLING SUM PTS MULT POINTS I COMPON RATIO--M UL----------------------------- 527 . 77 27 , 662 06------- , --------06 . 37---1423496- � -25-47533-1-00-1100-----340----1-000----, ------ ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT ------------- --- GLASS---------------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------ -------------------------------------------------- N 74. 00 -10 . 6 -784. 4 DBL CLR N 15 . 0 7 . 3 1 . 18 128 . 8 DBL CLR N 10 . 0 7 . 3 1 . 59 116 . 2 DBL CLR N 10 . 0 7 . 3 1 . 79 130 . 7 DBL CLR N 39 . 0 7 . 3 1 . 15 327 . 4 E 64. 00 -10 . 6 -678 . 4 DBL CLR E 25 . 0 -9 . 2 . 62 -142 . 6 DBL CLR E 6 . 0 -9 . 2 . 35 -19 . 1 DBL CLR E 33 . 0 -9 . 2 -1 . 29 391 . 6 SE 15 . 00 -10 . 6 -159 . 0 DBL CLR SE 15 . 0 -22 . 7 . 38 -129 . 9 S 150 . 00 -10 . 6 -1590 . 0 DBL CLR S 39 . 0 -28 . 4 -. 18 203 . 3 DBL CLR S 36 . 0 -28 . 4 -. 24 244 . 4 DBL CLR S 15 . 0 -28 . 4 . 87 -370 . 6 DBL CLR S 60 . 0 -28 . 4 . 87 -1482 . 5 W 66 . 00 -10 . 6 -699 . 6 DBL CLR W 15 . 0 -9 . 2 . 62 -85 . 6 DBL CLR W 6 . 0 -9 . 2 . 09 -5 . 2 DBL CLR W 15 . 0 -9 . 2 . 62 -85 . 6 DBL CLR W 30 . 0 -9 . 2 . 62 -169 . 8 ------------------------------- 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS -I POINTS ------ 15 1, 848 . 00 369 . 00 751 -3 , 911 . 40 -2 , 938 . 32 -948 . 27 NON GLASS------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS -------------------------------------------------- WALLS---------------- Ext 1204 . 0 2 . 2 2648 . 8 Ext Wood Frame 11 . 0 1204 . 0 3 . 70 4454 . 8 Adj 185 . 0 3 . 6 666 . 0 Adj Wood Frame 11 . 0 185 . 0 3 . 60 666 . 0 DOORS---------------- Ext 20 . 0 12 . 3 246 . 0 Ext Wood 20 . 0 12 . 30 246 . 0 Adj 16 . 0 11 . 5 184 . 0 Adj Wood 16 . 0 11 . 50 184 . 0 CEILINGS------------- UA 1848 . 0 1 . 2 2217 . 6 Under Attic 30 . 0 1903 . 0 1 . 20 2283 . 6 Under Attic 19 . 0 92 . 0 2 . 00 184 . 0 FLOORS--------------- Slb 212 . 0 8 . 9 1886 . 8 Slab-on-Grade . 0 212 . 0 18 . 80 3985 . 6 INFILTRATION--------- 1848 . 0 7 . 4 13675 . 2 Practice #2 1848 . 0 7 . 40 13675 . 2 TOTAL WINTER POINTS I 24, 730 . 93 18 , 586 . 08 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT ------------------------------------------- 18 , 586 08 . 55 10 , 222 . 34 1 24, 730 . 93 1 . 00 1 . 100 . 484 1 . 000 13, 166 . 75 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT -------------------------------------------------------------- 3 3803 . 0 11, 409 . 00 I 50 . 66 1 . 000 2018 . 0 1 . 00 6 , 054. 00 ******************************************************************************* SUMMARY ******************************************************************************* BASE __= I =_= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------ ------------------------------------------------------------------------ 10235 - 0 10222 . 3 11409 . 0 31, 866 . 31 9527 . 8 13166 . 7 6054 . 0 28 , 748 . 52 ***************** * EPI = 90 . 22 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 90 .2 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------X---- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 5 1 -------------------X- I R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 .0 SEER/EER. . . . . . . . . . . . . . . . . . 10 .0 IX-------------------- I 9 . 7 EER 16 .0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 .0 Electric COP/HSPF. . . . . . . . 7 . 0 IX-------- OI90 0 . 78 AFUE Gas AFUE. . . . . . . . . . . . 0 . 00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0. 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 66 I ------X-------------- I 0 . 40 0 . 80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 90 . 2 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ------------------------------------X---- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 5 I -------------------X- I R R-7 Wall R-Value. . . . . . . . . 11. 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 0 IX-------------------- I 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12.0 Electric COP/HSPF. . . . . . . . 7 . 0 IX-------------------- I 0. 78 AFUE 0. 90 Gas AFUE. . . . . . . . . . . . 0 . 00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0. 96 Electric EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 66 I ------X-------------- I 0 . 40 0 . 80 Solar EF I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 /ilk► 3Glucc I IV%vt�l-!" .J +Gt«?l !_1 NL. V_ J, JI NADEEM ZEBOUNI, P.E. h!L V,4( 4) 241-5351 DESIGNER . .._. .�C�Ir.F!. wF.. _.,, DATE ......... CHECKER ................................................ .............................._............. DATE ............_._._....,....,...,-,...... .A r � pp div iNi d0 -/ � S ao' a 1 t vie 4.44 3¢ X /1!la L - 57P,0 c 7'" -� i oZ, cs. T. niv 2 1996 ! I Building and Zoning 17� f 135" i NADEEM ZEBOUNI, P.E. PROJECT: . . . MULLIONS RESIDENCE SHEET #: . . . D-2 TM 904 "9890 SUBJECT: . . . WIND LOAD ANALYSIS JOB #: . . . 693 904 273-4254 DESIGNER: . . JE RAUZE DATE: 10-01-1996 34.1 F'SF 1.1 x 94.1 34.1 F'SF E 2 u -h X 6 k 111 `4, i N -55 x 31 F6F NADEEM ZEBOUNI, P.E. PROJECT: . . . MULLINS RESIDENCE SHEET #: D2 rb 434 263-4290 SUBJECT: . . . WIND LOAD ANALYSIS JOB . . . 693 Fix: eo+� 273-4234 DESIGNER: . . . JE RAUZE DATE: . . . 10-01-1996 -<X -<X 11 11 II 11 o -w► L W N N 41-01 4'-O' o 4' �X _ N -<X r�r -�X t9 tTT v*t�i O t,3 U1 _ w N W If -<X � W� kv N W -<X O 11 11 O N -<X X 11 11 _<X 11 11 toor w 1 X O N 11 11 0 X O UtN T. 11 11 w , v*w Y+ w C9 o g N <x fill 00 11'-0I -J�,-Nj W LID -<X fill 1 h)w loll -<`' w OXO Nw <X x u n t9�a u n �� ww `r► 11'-6' Ov kr 11 11 -b-4�1 o l x �'- O o-< "" U' 11 11 of v 11 11 11 II N�jt NADEEM ZEBOUNI, P.E. PROJECT: . . . MULLINS RESIDENCE SHEET /: , 0-3 TEL 20b-4°o° SUBJECT: WIND LOAD ANALYSIS JOB y: 693 173-1254 . DESIGNER: . , . JE RAUZE DATE: . . . 10-01-1996 n r r )> x x x • e j u u N W j N W LD � A W A N N Lo -b-m X x I X X J cp (J7 ----------------------------------------------------------:ii..-- LATERAL/TORSIONAL FORCE DISTRIBUTION FOR RIGID DIAPHRAGMS Page 7------------------------------------------------------------------- DESCR. >> ----------------------------- DESIGN DATA ------------- ---------------- LATERAL SHEAR FORCES: DISTANCE TO CENTER OF MASS: ... Along Y-Y axis - 9.5 kips ..X Dist from datum = 27 ft ... Along X-X axis 11 ..Y Dist from datum = 33 ... Do These Forces act together 7 N y/n MAX 'X' DIMENSION = 54 ft MAX 'Y' DIMENSION = 66 MIN "X" Axis ECC. 5 S MIN "Y" Axis Ecc. 5 % --------------------------- CALCULATED DATA --------------------------- Center of Rigidity: Accidental Eccentricity: _ X Diet from Datum= 36.65 ft .05 * MAX "X" = 2.70 ft Y Dist from Datum= 40.43 ft .05 * MAX "Y" = 3.30 Torsional Forces From "Y-Y" Shear... Xcm + 58 Max X - Xcr = -6.95 ft Torsion = -65.988 ft-k Xcm - 5% Max X - Xcr = -12.35 ft Torsion = -117.28 ft-k Torsional Forces From "X-X" Shear... Ycm + 56 Max Y - Ycr - -4.13 ft Torsion - -45.460 ft-k Ycm - 5% Max Y - Ycr = -10.73 ft Torsion = -118.06 ft-k 1---------------------------------------------------------------1<--- Y-Y Shear values --->1--- X-X Shear Values --- _---�'-� 1 WALL WALL WALL WALL DATUM DIST. WALL FIXITY "E" 1 Governing Direct Total (Governing Direct Total Maximum 1 ID THICK LNGTH HEIGHT "X" Y. ANGLE 1:FF ELAS. 1 Ecc. Shear Shear 1 Ecc. Shear Shear (Force To 1 LABEL (in) (ft) (ft) (ft) (ft) (deg) 2:FP MOD. (ft) (k) (k) ft k I(k) (ft) ( 1 (k) I Wall � I---------------------------------------------------------------------------------------------------------------------------------- I 1 1 15.5 9 3 26.75 90 2 1600 1 -12.346 1.04671 1.88452 1 -10.732 0.00037 0.00040 1 1.884522 2 1 3 9 1.5 34.5 2 1600 1 -12.346 0.00001 0.00003 1 -10.732 0.08691 0.08988 1 0.089886 3 1 15.5 9 42.25 90 2 1600 1 -12.346 1.04671 1.95922 1 -4.1327 0.00037 0.00037 11.959223 4 1 4.66 9 2.33 50 2 1600 1 -12.346 0.00002 0.00004 1 -4.1327 0.29707 0.29707 1 0.297079 5 1 6.4 9 13 50 2 1600 -12.346 0.00003 0.00005 -4.1327 0.67910 0.67910 0.679102 6 1 7 9 32 62 90 2 1600 -12.346 0.20378 0.22630 1 -4.1327 0.00016 0.00016 0.226307 7 1 2.5 9 33.25 65.5 2 1600 1 -12.346 0.00001 0.00001 1 -4.1327 0.05137 0.05137 0.051370 8 1 7.5 9 47.25 65.5 2 1600 1 -12.346 0.00004 0.00004 i -4.1327 0.99953 0.99953 0.999531 9 1 5.5 9 51 62.75 90 2 1600 1 -12.346 0.11096 0.11096 1 -4.1327 0.00013 0.00013 0.110962 10 1 17 9 48.25 50 2 1600 1 -12.346 0.00009 0.00009 1 -4.1327 5.05996 5.05996 5.059965 11 1 50 9 54 25 90 2 1600 1 -12.346 4.86263 4.86263 1 -10.732 0.00119 0.00130 1 4.862635 12 1 2.5 9 52.75 2 1600 1 -12.346 0.00001 0.00001 1 -10.732 0.05137 0.06333 0.063337 13 1 2.5 9 34.25 2 1600 -12.346 0.00001 0.00001 1 -10.732 0.05137 0.06333 0.063337 14 1 24 9 33 12 90 2 1600 1 -12.346 2.01855 2.19364 1 -10.732 0.00057 0.00067 1 2.193643 15 1 1.33 9 32.33 24 2 1600 1 -12.346 0.00000 0.00000 1 -10.732 0.00801 0.00877 1 0.008771 16 1 2.66 9 24.33 24 2 1600 1 -12.346 0.00001 0.00001 1 -10.732 0.06148 0.06730 1 0.067306 17 1 2 9 23 25 90 2 1600 1 -12.346 0.00644 0.00853 1 -10.732 0.00004 0.00005 0.008531 18 1 7 9 17 22.5 90 2 1600 1 -12.346 0.20378 0.29902 1 -10.732 0.00016 0.00018 1 0.299024 19 1 14 9 10 19 2 1600 1 -12.346 0.00008 0.00013 -10.732 3.65069 4.10149 4.101490 20 1 0.25 9 17 30.25 90 2 1600 1 -12.346 0.00001 0.00001 1 -10.732 0.00000 0.00000 1 0.000020 21 1 0.25 9 34 29.33 90 2 1600 1 -12.346 0.00001 0.00001 1 -10.732 0.00000 0.00000 0.000015 22 1 0.25 9 44 50 2 1600 1 -12.346 0.00000 0.00000 1 -4.1327 0.00005 0.00005 0.000053 I I � I I � I I I -7 P'ti I I WARNING NOTE 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER Q1 4. APPROVED BY APPROVAL DATE: DEL . DATE : T13-H11C\i BUILDER TO CONV. FRAME ROOF, VALLEYS T12-H2 AND O.HANGS AS NEEDED. 713-H3,_ BUILDER TO FRAME DOWN CEILINGS AS NEEDED. 1 Tln BUILDER TO BUILD UP WALLS TO Q MATCH TRUSSES AT HIGHER PLT HT . ALL WALLS SHOWN ARE LOAD BEARING T UNLESS NOTED OTHERWISE. PITCH 6/12 OHANG 24" BASE PLATE HT 8-1-2 T7 03 m JOB: F0858 LANDMARK HOMES LOC: LOT 31 SEVILLA GARDENS PLAN: MULLINS RESIDENCE DESIGNER: KEN STIGLETTS - MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PHA 268-8225 JAX. FLA. 32255 �• 24 ' m•+•5 •�• 19 ' I f m�m -21 ' T - -- T 4 cv m v to c0 r� ------- 1 Lo (D 10 tD 10 I CONV. � � � 1 � � � e � I I FRAME CONV. CD FRAME — -- — — -- — -- — — -- — j I 1 � I F— I a) _ O `-' ni m oo CU CU m F 1 I LO Ln I I I 1 1 T2 13 LD 1 -03 Tl—HP lr!jftF 2'n1'4" �-6 ' 8 --� m Aq 7 m