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HomeMy WebLinkAboutBuilding PlansR METER DIRT DRIVE DIRT DRIVE (BASIS OF BEARINGS) SERVICE CONCRETE N 89'47'37" E (M) ��� PILLAR 90.00' (C) AND (M) a HIGH CHAIN LINK FENCE a 15.57' w CONCRETE o 0 I 9.00' O/S > PILLAR m o I orL 0 N 0 N �H WOODEN '- o M '£NCE 15.66' 0 1 73' END POST .38 O/S 0/S U COVERED CONCRETE 2' EAST OF O/S PORCH I PER, LINE x x _ 2i�8,83'� .83 19.96' 7 0 o N o ^ 5.42 M ... 1t') O) WOOD c I i'-i .45' DECK 1 35i7 N 1 STORY CONCRETE BLOCK AND 0).- 0/ 13.30' O/S O? WOOD FRAME STRUCTURE In 0 M ON CONCRETE SLAB .-. o z M S.60' O`er 3Esej cNo O co m m r., 65.04' Z00 N OT 6 o u') 1.93'00 1.45 CONCRETE ''. )CK 43 0%S 0/S r O/S ,, A/C SLAB COVERED LOT 6 / ' WOOD DECK I DECK BLOCK 43 Lo LOT 5 1 WOOD DECK 6.52' 13.42' O 1p WOOD DECK 0 / O/S O z� O ALUMINUM I SHED U) 3H CHAIN 12.91' 13.8' O/S V \ '60 S 89'45'53" W (C.F.T.) 90.00' X S 89'47'37" W (P) 210.01 (P) S 89'47'37" W (M) 210.01' (M) FOUND 5/8" IRON PIPE CONCRETE 0.54' SOUTH AND 0.69' EAST PILLAR OF PROPERTY CORNER FENCE END POST IS 1.2' SOUTH AND 0.4' EAST OF I- PROPERTY CORNER LL: cj FENCE END POST IS 1.4' SOUTH AND 0.4' EAST OF PROPERTY CORNER 15.06' O/S rb M M 6' HIGH WOODEN FENCE ry I a IS 64.3 FEET LONG N x ILo 00 M x M FENCE CORNER POST 4.82' O/ `- IS 1.9' WEST OF _ x PROPERTY LINE X> FENCE END POST IS 0.6' WEST OF L� PROPERTY LINE x v (I 4' HIGH CHAIN LINK FENCE 30.00' IS 74.0 FEET LONG II 0 o x LOT 4 rn IIo BLOCK 43 LOT 4 H N 6' HIGH WOODEN FENCE X> IS 73.9 FEET LONG 32.98' O/S I I SET 5/8" IRON REBAR WITH CAP ,.ALUMINUM ROLLINS ROLLINS PLS 4945 ON A SHED II 3.00' OFFSET WEST ON If x PROPERTY LINE m o (V -E�t�-ti111� NOTE* THE EAST 30' OF LOT 6 HAS BEEN ADDED TO LOT 5 WHICH CORRECTS THE SETBACK PROBLEMS ON THE WEST PROPERTY LINE OF LOT 5. THE TOTAL PROPERTY NOW CONSISTS OF 120.00' ON AVENUE J X 133.95' DEPTH. THE EXISTING GAZEBO ON LOT 6 VIOLATES THE FRONT SETBACK RESTRICTION OF 25' AND THE SIDE SETBACK RESTRICTION OF 7.59. THE WOOD FRAME BUILDING ON LOT 6 VIOLATES THE SIDE SETBACK RESTRICTION OF 7.51. 89.97' (C.F.T.)xx -120 WIDE ALL THE ALUMINUM SHED VIOLATES THE REAR SETBACK OF RIGHT-OF-W K of 7 5' 15 AND THE SIDE SE a BAC 10 CURE THE SETBACK VIOLATIONS THE FOLLOWING CHANGES WILL BE MADE. :RMETER DIRT DRIVE �. COMBINE THE EAST 30' OF LOT 6 WITH LOT 5, ANDDIRT DRIVE (BASIS OF BEARINGS) "CE CONCRETE N gg°4T37" E (M) S 89'4737 W (P) 210.01 (P) THE WEST 30 OF LOT 4. QUIT CLAIM HAS BEEN �r PILLAR 90.00' (C) AND (M) S 89'4737" W (M) 210.01' (M) RECORDED AND THE LOT COMBO PAPERWORK FILED 4' HIGH CHAIN LINK FENCE _ x F�l WITH THE PROPERTY APPRAISERS OFFICE. ,nFOUND 5/8" IRON PIPE j000NCRETE0.54' SOUTH AND 0.69' EAST 15.5T COLLARSo PILLAROF PROPERTY CORNER 2. ELIMINATE THE ALUMINUM SHED. 0-0/S FENCE END POST IS SOUTH AND 0.4' EAST OFH WOODEN PROPERTY CORNER3. RELOCATE THE WOOD FRAME BUILDING AS SHOWN "SEND15.66'a O/3S COVERED CONCRETE I U FENCE END POST IS ON THE REVISED SITE PLAN. END POST O/S PORCH " 1.4' SOUTH AND 0.4' EAST OF 2' EAST OF I - PROPERTY CORNER •9 i�8.83 • •83 m PERTY LINE ^ a, 'q ;n 15.06' O/S 00 g 19.96' o o a 7.50 ri 4. RELOCATE THE GAZEBO TO ITS NEW LOCATION ON 5.42" x THE REVISED SITE PLAN. Q1 N Lo .-� 6' HIGH WOODEN FENCE 1 STORY CONCRETE BLOCK AND I IS 64.3 FEET LONG / VIEFI �� LJ M ��5 N WOOD FRAME STRUCTURE o5 x m ON CONCRETE SLAB Lo U M 8.60' I I w O „ is x M FENCE CORNER POST O _ 65.04 4.82' O/' r IS 1.9' WEST OF O co x PROPERTY LINE co Z OT 6 to 1.93'co 1.45 CONCRETE I x �-; H FENCE END POST IS 0.6' WEST OF 0/S ., A/C SLAB I I L� PROPERTY LINE )CK 43 O/S 1"'1 LOT 6 r I' COVERED COVERED WOOD DECK I x U u 4HIGH CHAIN LINI< FENCE DWOOD DECK ECK il B ^K 1.. 43 g .00 IS 74.0 FEET LONG i I I O � o WOOD DECK SH CHAIN LOT 5 4S rl O I' WOOD DECK O ALUMINUM O SHED 12.69'' iv M � N i S._.._....... _�/S 12.91' 13.8' in m 30.00' O/S rr, N 11.7' O \ d \ .-Oaw �O S 89'45'53" W (C.F.T.) 90.00' x LOT 4 Ilg BLOCK 43 LOT 4 I 6' HIGH WOODEN FENCE IS 73.9 FEET LONG IX> 32.98' 0/S I I SET 5/8" IRON REBAR WITH CAP (_ALUMINUM ( ROLLINS PLS 4945 ON A , 3.00' OFFSET WEST ON j SHED S S I PROPERTY LINE :r x N o 89.97' (C.F.T.)xx 12' WIDE ALL ' RIGHT-OF-W THE ADDITION ON THE WEST SIDE OF THE EXISTING RESIDENCE WAS IN VIOLATION OF THE SETBACK REQUIREMENTS AS WELL AS BEING CONSTRUCTED WITHOUT A PERMIT. WE HAVE A LOT COMBINATION IN PLACE THAT HAS CORRECTED THE SETBACK ISSUE.' THIS SET OF PLANS WILL ALLOW A PERMIT TO BE ISSUED THAT WILL CORRECT THE CONSTRUCTION WITHOUT A PERMIT ISSUE. RENOVATIONS TO AN EXISTING RESIDENCE LOCATED AT 3307 AVENUE .J, FORT PIERCE, FLORIDA FOR: ROBERT Jo WILEY, .JR. & DESSIREE WILEY 3307 AVENUE .J, FORT PIERCE, FLORIDA MULTIPLE PARCEL # # 2405-701-0103-000-3 #2405-701 -0104-000-0 CODE ENFORCEMENT CASE NUMBERS 98892 & 99906 PLAN PREPARED BY: CLEVELAND DESIGN GROUP INC. 100 AVENUE A, SUITE 2E FORT PIERCE, FLORIDA 34950 772-464-2010 VIDAND 1 2CDYAHOO.COM ENGINEERING BY: VICTOR J. GERLEY, FL, P.E. 21422 PLAN CONFORMS TO: F.B.C. 2017 ( SIXTH EDITION) RESIDENTIAL �9 i� k" h i a S h Y 1.1 . 4 M G ' i t� 9Y Ft F t F I 1 li { " .., sur-..-.vi,v. vi'v-u1Fi ^JS`YuroZdLivt .ae[:v.rlivwR..3.` eFf,dW'' "GkI.Y. i5fi3�c* �G.2YkIRS�r.:..:i-SS�.TanH'+ +.. uvy,_.« sns_+.,w�-eecsmaa..u... ttsca... n`.ar�a....:w,em.�aw+m:.s.awx'.wsu 1 2 a S 4 6 "e 9 10 i 1 i II � t i g , ) a , I, 2�aia�'d.�4 i " .,nwzvuvw.v. .ss..a.convvucwa...:vua. evaxixm. — 'ac5�'..A'ek6i ..,rGAA'" tib�T.^.0 _.:':3 x+. �KA:asw�t, ,+£.3tPW'+•K,' ., 13 14 15 16 17 16 19 20 21 22 ZO 24 25 26 27 Y ) i v Y Fas eners pF/SP Allowable Loads Uplift SPF/HF Allowable Loads Uplift I ' Joist Size Joist Size Model No. Ga. w H 7�� DF/SP Allowable Loads Installed ostlndez (ICI) Header _rs_ Joist Uplift. FIOor Snow Roof Sawn Lumber Sizes LU24 20 1 %6 3'/e 7 �h — (4)16d (2) t Otl x 1'fz" 265 555 035 685 Lowest 2X4 LUS24 _ 18 1% 3'/a 1% — (4)10d _ _(2)tOd 490 670 765'. 825 +3% U24' 16 1916 3'/6. i'/z — (4) 16d (2) 10d x 1'/z" 265+ 575 655 705 1+67% HU26 14 1-%e 3'i6 2Y4 — (4) l6d (2) 10tl x 1 Yz" 335 - 595 670 720 +295% j__—.. 11 LUS24-2 18 3 % 3/6 2 _ — 4 1 O 6d 27 O 6d 440 ___ 800 970 _ 985 _ Lowest 2%4I U24-2 - 16 31A - 3 2. — (4)16d (2)10d 370 575 655 705 +33% HU24-2 / HUC24-2 14 3'/6 31As 2'/i — (4)16d (2)10tl 1 380 380 595 720 +240% LUS26 18 1 %6 04 13/4 — (4)10d (4)10d 1165 865 900 1,070 Lowest 7526 20 1616 46/4 1'/z — (6)16d (4)1 Od x 11V .565 835 950 - 1,030 +6% 2x6 U26 16 1946 4z/4 2 — (6) Ind (4)10d x 1'h" 585 665 980 1,055 +43% LUC26Z 18 19i6. 4§'4 1z/a — 1 ' 6 6tl - 410 tl x 1 h ," 730 845 965 ' 1 040 +18 HU26 d4 16/is 3'F, 2'/4 — (4)16d (2)10d x 1'/2" 335 595 670 720 '+179%. HUS26 ':16 135 5% 3 14 16d. 6.16tl 15 0 272 + d P i t —_._.:- — __ —__ T_ __ __.- ._.__. No. Ga. Uplift' Lateral (160). 8dx 7h6' Uplift Lateral p60) 8tl xfPi No. To Rafters/ Truss T Elates To Studs —Nails --- =- --- Nails (160) Fl Fp(160) (160) FI F2 (160) 117 18 (6) 8d x 1'/z" 4) 8tl — 585 485 165 455 400 415 140 370 H2A 18 (5) 8d x 1'/z (2) prl x 1'h" (5) 8tl x 1 Yz 575 130 55 — 495 130 55 H2ASS 18 (5)5580 (I)3S80' (5)SS80 400 180- 55 400. 345 130 55 345 - - H2,5A 18 (5) 8d - _ 5) 8d_ — 600 110 110 575 535 110 110 495 H2.5ASS 18 (5)S58D ( )SS8D 440 75 70 365 380 75 70 310 s H2.5T- 18 (5)8d 5)8d 545 135 145 425 545 135 145 425 < +' H H3 18 (4) 8d 4) Sd — 455 125.. 160 415 320 105 140 290 H6 16 8)8d (8)8d 950 — — 820 - -__- H7Z 16 (4) 8d (2) d x 1'/z' (8) 8tl 985. 400 — 845 345 — H8 18 (5)10tl x 1Yz" (6) Od x t'/i' — 795 95 90 630 565 -li, 9f1 510 H10ASlo d 18 9lod 1'/" 910tl '"�__ --- -- --- — - pe O x z (1 x i /z1 85 — 760 505 285 4 H10A 18 (9) 10d x 1'Fz" (9)10dx t'fi" — 1,140' 590 285 — 1,015 505 285 F ( Lutes 2 i 3 1 b MJ H10A ASS similar) Al ®© MIM /- f$µ`P .� .._:.:.. .5.✓�. ..: .. `.:ffi`9P a- .�. .......W. M,. ....vpw4 fl.2'24'P'�$^Mk^Fd"SiA@R. PAY.»L.¢ fTtn�69�."Y5.E6:a3ri4,�i3LiiJ[4^. BYn13:M1T�*.....5,'l.„^.wC ...'+.z+'4ilXwKW .rk 'C kY3P"+ ': i • I. i n � A d t46 IZA�XetZ� 2i�o.c; t1 LGIoA'. V Iti �^y o f Y)�� S Y, ) I }}4 x i � �L`a�llJtn �na.Ydf� Nt-J 75MA "LL I- s cAAW&f T_,7l "A_t> T,2 _k7.3 rZej V D 4�kf I'>1�1 Doatz or / �Ifi�F LATE Ass�nrrr�>< HA7 cz n) w I �) P� re �a ( fyy; �7 UI 1 R� 'r iwx :3 5 3 N N rgi 4 �.l I Y. N m Y. • ) s r; m v MZ W W J Z •el W f� 0 R3 f Y. W, _ O', W . M0 oC I 0 I 00' � �W a 0 o o z Wam11' 0 �-00 cb 1100 0 W LL �• ,'• j 0 0 Z 0 0 t > IN W00 dI m S CALE: A--V,�Lwo -7 DRAyJN BY; L 2 2 3 4 6 3 SCEI6.10" EXPosu c r_ c I K0.2�u -0.58= u Vu 155 Ph (Vasd"12t . 11.75 H to SW qh 1 1 GCps--+. 3, ,51(wall) ! 143 V 11 GPps=1. overhg) 8,00 H2 A t i GCp0--t 8 (r000 j 7.50 H l 3 ! GCpG= QQ .00p /0f$ ii i II 2.00 b Ovgrhang 0.007 u upt (ksf) �H H2 ) iU § 4� r 0"20 U Upl`ft(k11t) 0p .024 i i� p I ! t ) 1 i I 0.10 V3 { Mb ( i i � 0.78 Mb (k- W) 1-Vwal# > i 1- >I i 0.10 Vwal Wit 25.88 h se r ® H q� 4,70a=40%H, ! 1.44 a= 4%8 1 -15 5.88 # 3 a--T-O rn p i 7.2 X =End -2a 5-2fl - 5 �o .. 197..59 '95 # I ' 0-40 $1.02 U lift Zone'$` � 5 #37 Uplift Zone'Z= 4 _5 0-60 44.65 ll lftZone'1'= 315 C presslon "= g 1 .0 ID INTERIO ZONE 0.28�I 0.58=u Vu-185 (Vasd-12( 11.75H 1 f Gcps=+ 3, :51(wall) H3 v 11 ecps=1. overhg) /-� 8,00 H24H3 ! \ $ GCpr�1,1 MI) l7.6-t rvcvefbgy W.00 13 ii V3_ >li l 100 b ov ng 0.047uupi ksf) H2 i IU j i{ 0.19 U Upl kfft) k H.�__. - - } i # jC fl.10 V3 Mb 0.78Mbss&(k-ftfft) Vwall-> i ->t {a 0.10 Vwall('R/ft) ff 10ds 803 .35 SG=.4 .SG .45 UpilftZone'2'= 41.6 Up ift Zone T-- a 30 9 i W SO 126E lee C ' pression = 15.0 126 4" ,1 67 95 f ( ; # - 45 s3 84 - l- 8,t 34 47 # 63 IV: 27 38' 50 12" 23 3242 } - E16.WKS.,4' QSURE G Wall GCp (lneludesli nternal pressu -_18 and +.18 L Area.----_-Z 4 _ Zone 5 y Zone 4,5 10 -1 28 -1 58 t 1.18 20 -123 -148 1.13 34 -120 -1.43 I 1.12 3 5fl -1 18 -1.38 1 E 1.10 i 100 -1.08 -1.23 ` 1.04 ---1�03 -- -�1 13-�- -- i7.96 ___ � _ _ �_ _ __----• � .,w .,n ..do �_, wools ! t Vyindom & D t Area 4 pressures Zone 4 pre Ms i d p Zo Area ! �i._.._ _.._ 1 t 20 -31.8 20 i 37.4 30 -31.1 i 30 50 -30"5 F(( 50 -35.0 100 -28.0 4! 100 32.9- 0 _..M .__. i __.._2tl0. t Zone 5 pressures j Zane 5 pre I i Area p Area; p 20 -38.3 20 i -46.1 30 37 0 E 30 -43.5 d 50 -36.7 ! 50 ! - 47-0 100 j -31.8 ? 100 }- 37.4 i34.4 I h1 2002 200 ! - Zcn 4,5 pressures { Zone4,5 pressures Area p Aml p R 20 -29.2 i 20 # 34.4 30 29.0 30 134.1 50 28.5 50 l W p 26.9 100 31.7 i 200 24.$ I _. 200 29.2 i 71 4) 3 I i s # Y ' F # Y 4� 7 8 10 °' `: 14 15 16 17 18 19 20 21 2 23 24 25 26 - 8 "`30 31 } ' I a f < { k 1 t _ H,, I 1 1 E r I ! 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