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Home My WebLink AboutREVISION 8-16-18OFFICE USE ONLY: DATE FILED: '1 (0 J L PERMIT # ld lNp - Q �a2J REVISION FEE: �% s RECEIPT # r) r i PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 REcfteo APPLICATION FOR BUILDING PERMIT REVISIONS AVG 16 in,? PROJECT INFORMATION Permlcting Do almdrient St. LuBle f' y4 LOCATION/SITE DETAILED DESCRIPTION OF PROJECT REVISIONS: , . I a CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: NAME: V i riCen4 mt"fi�a ll CITY: --yff PHONE(DA ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: SLCCC: 9123109 Revised 06130117� �� COPY I ST. LUCIE CO CERT. #: 'AX: ZIP: ZIP: ZIP: 12ITH (1)D CONCRETE FOOTING WITH D #50 REINFORCEMENT 18"Wxl6"D CONCRETE FOOTING WITH (2) #50 REINFORCEMENT 2"Wxl2"D CONCRETE FOOTING % jw WITH (1) #50 REINFORCEMENTI SLOP `A �TF e 1A 0 12"Wxl2"D CONCRETE FOOTING r/. WITH (1) #50 REINFORCEMENT V/1 B.F.F. u 36"x36"xl6"D CONCRETE FOOTING WITH (3) #50 REINF. EACH WAY W d O J NOTE: SLOPE ALL PORCHES AND GARAGE FLOORS AT A MIN. 1/8":12" THIN PAVER STONES OVER MIN. 4" THICK CONCRETE SLAB W/ FIBERMESH FIBERGLASS STRAND REINF. (MIN. 1.5 LB/CY) ON 6 MIL. VAPOR BARRIER ON CLEAN, WELL COMPACTED, AND TERMITE TREATED FILL (COMPACT FILL TO 95% OF MODIFIED PROCTOR). 18"WXI6"D CONCRETE FOOTING (/ rl T WITH (2) #50 REINFORCEMENT B V r � 100'-0" S-1 F.F. (ASSUME®) w N U o SC1 8Z � � o J CID LL'ii W '/ 1 (1) #50 VERTICAL REINFORCING 21 E 1 n O z AND FILL CMU CELL SOLID WITH �� zm S- 1 CONCRETE AT 48" O.C, MAX (TYPICAL WHERE SHOWN) 0 Nam; 4" THICK CONCRETE SLAB W/I- 3x FIBERMESH FIBERGLASS STIFAND N3 REINF. (MIN. 1.5 LB/CY) ON b MIL. Y ! VAPOR BARRIER ON CLEAN, WELL / �7/ -7 �Tj1 7 ? j/ COMPACTED, AND TERMITE / ) TREATED FILL (COMPACT FILL TO 95% OF MODIFIED PROC TOR) T 48"x60 CSMN'T FOUNDATION PLAN SCALE: 1/4" = I'-0" POOL BY OTHERS EINF. DOWELD MIN 6" INTOD. AT 48" O.C. SMITTED FROMPERMITTED M PLANE NOT REQUIRED) 12"D CONCRETE FOOTING (1) #50 REINFORCEMENT JobKey:25707 Company: TRUSSWOOD Address: 3620 BOBBI LANE POOL BY OTHERS POOL BY OTHERS M EINF. DOWELD MIN 6" INTOD. AT48" O. C.JOMITTED FROMPERMITTED PLANE NOT REQUIRED) I" T_77LZ1"'t_LLZ=LZ==F:7 POOL BY OTHERS 4 IJ -11 I_ 81rWx8"D CONCRETE FOOTING 'L4I WITH (D #50 REINFORCEMENT L��L R� LLB-L Lt ��t� �itLT-rt_'G ��LGiLI LLLLLLLL LLLLL.LLLLL L-LLLLL-LLLLL Titusville, FI 32783-0366 Phone:(321)383-0366 Site Address: 8015 PLANTATION LAKES DR PT ST LUCIE,**- SUPPORT REPORT JOB DESCRIPTION: 26707 WIND CODE: ASCE 7 10 WIND MPH: 170 BLDG TYPE: PARTIALLY OPEN TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-8 SIZE -in TYPE XLOC4 YLOC ft MIMAX.# UPLFT.-# Cl 18.33 8.00 WALL 1.06710.0001118 -655 C1 18.33 ---------------------- 8,00 WALL 16.00010.0001118 -655 C2 18.33 8.00 WALL 1.66710.000 933 -521 C2 18.33 8.00 WALL 16.00010.000 933 -521 Gil 100 1.50 NAILED -0.12510.000 52 -21 CA 1.00 1.50 NAILED 1.00010.000 29 -17 CJ1 -- 1_00 - 1_50 NAILED - 1.000 10.555 34 -22 CJ3 3.00 8.00 WALL 1168710.000 660 -184 CJ3 3.00 1.50 NAILED 3.000 10.000 60 -153 -181 CJ3 3.00 1.50 NAILED 3.000 11.555 38 -158 -151 CA 4.26 8.00 WALL 1.66710.000 501 -137 CA 4.26 1.50 NAILED 4.25810.000 56 41 -76 GA --------------- 426 1.50 NAILED 4.25812.184 42 -21 -52 CJ5 5.00 8.00 WALL 1.66710.000 504 -142 CJ5 5.00 1.50 NAILED 5.00010,000 66 -16 -61 Cis 5.00 --------------------- 1.50 NAILED 5.00012,555 81 -73 CJ5A 4.56 8.00 WALL 1.60710.000 500 -138 CJ5A 4.56 1.50 NAILED 4.68910.000 62 -25 -66 CJ5A -------------------- 4.56 ------ 1.50 NAILED 4.08012.326 -- 65 -1 -64 CJ6 6.26 8.00 WALL 1.66710.000 540 -173 CJB 6.26 1.50 NAILED 6.26410.000 98 -66 CJB 6.26 1.50 NAILED 6.26413.133 139 -106 CJ7 7.00 8.00 WALL 1.66710.000 569 -188 CJ7 7.00 1.50 NAILED 7.00010.000 118 -78 CJ7 7.00 1.50 NAILED 7.00013.555 170 -126 EJ7 7.00 8.00 WALL 1.66710.000 569 -188 EJ7 7.00 1.50 NAILED 7.00010.000 118 -78 EJ7 7.00 1.50 NAILED T00013.555 170 -126 H9A 18.33 8.00 WALL 1.86710.000 966 -529 H9A 18.33 8.00 WALL 16.00010.000 966 -529 HG7 18.33 8.00 WALL 1.66710.000 870 -539 HG7- -_ 18_33 8.00 - WALL- - --16.000 10,000 870 -539 HG7A 18.33 8.00 WALL 1.667 10.000 1471 -911 HG7A 18.33 ------------------------- 8.00 --- WALL ------- -- 16.000 10.000 1471 -- -911 HJ10 9.9011.31 WALL 2.35710.000 499 -351 HJ10 9,90 1.50 NAILED 9.89910.000 499 -543 HJ10 9.90 --- ------------------------- 1.50 NAILED 9,89913.533 306 -101 HJS 4.62 8.74 WALL 1,82010.000 212 -153 HJ5 4.62 1.50 NAILED 4.02010.000 31 -26 HJ5 ------------------------------------------- 4.62 1.50 NAILED 4.62012.158 2 -5 HJ8 7.64 8.74 WALL I8201o.000 319 -215 HJ8 7.64 1.50 NAILED 7.04510.000 41 0 HJ8 7.64 1.50 NAILED 7.64513.543 184 -154 C3 9.33 3.00 WALL 1.007 11.333 500 -241 C3 9.33 3.00 WALL 7.41711.333 500 -241 "denotes a connection calculated by the layout program Refer to the Alpine Hardware Catalog for a complete list of conn®ctions NOTE: COORDINATE ALL ROUGH PLUMBING LOCATIONS WITH OWNER SELECTED FIXTURES PRIOR TO CONSTRUCTION CONNECTOR SCHEDULE TRUSS ID: CONNECTOR Cl, C2, CJI, CJ3, CJ4, CJ5, CJ5A, CJ6, CJ7, * AT CMU WALL EJ7, H9A, HG7, HG7A, HJIO, HJ5, HJ8, C3 ONE (1) SIMPSON HETA20 STRAP AT EACH TRUSS END WITH (9) IODXI-1/2"L NAILS EACH * AT WOOD BEAM ONE (D SIMPSON HTS20 .STRAP AT EACH TRUSS END WITH (24) IODxl-1/2"L NAILS EACH WOOD BEAM TO CMU * AT 2-PLY WOOD BEAM ONE W SIMPSON HUC410 HANGER WITH (I8)I/4"0x2-3/4"L TITEN FASTENERS AND (10) IOD NAILS EACH ALL ANCHORS ARE SIMPSON ANCHORS UNLESS NOTED OTHERWISE NOTE: TRUSS LAYOUT DESIGN AND CERTIFICATION BY STATE OF FLORIDA LICENSED SPECIALTY TRUSS ENGINEER. ENGINEER OF RECORD DOES NOT CERTIFY TRUSS DESIGN/LAYOUT AS DEPICTED ON THESE DRAWINGS. ALL TRUSS TO TRUSS CONNECTIONS, INCLUDING TRUSSES TO GIRDERS (HANGERS) SHALL BE PROVIDED BY TRUSS COMPANY 10 U CJ1 CJB CJc Lf') ti W d O J U) THIN PAVER STONES OVER MIN. 4" THICK CONCRETE SLAB W/ FIBERMESH FIBERGLASS STRAND REINF. (MIN. 1.5 LB/CY) ON 6 MIL. VAPOR BARRIER ON CLEAN, WELL COMPACTED, AND TERMITE TREATED FILL (COMPACT FILL TO 95% OF MODIFIED PROCTOR) 8"Wx8"D CONCRETE FOOTING WITH (1) #50 REINFORCEMENT -15' EJ7 UII U� U� U In HG7A NJ III IV 21 H9A I r 2' 1114' FLAT 2, CEILING 1'6"8 12"Wx12"D CONCRETE FOOTING WITH (1) #50 REINFORCEMENT (1) #50 VERTICAL REINFORCING AND FILL CMU CELL SOLID WITH CONCRETE AT 48" O.C. MAX (TYPICAL WHERE SHOWN) SLOP 12"Wxl2"D WITH (1) 3 U CJ1 CJ3 CJ5 SCANNEL) BY rt. Lucie County IeO6 - v 9525 ST. LUCIE COUNTY BUILDING DIVISI REVIEWS FOR COMPUANCI DATE II PLANS AN+0T1 MUST BE KEP NO INSPECTION THESE PLANS AND ALLOPK AAE SU3JECT TO ANY R1 QUINED V FFI LLD ItAT 1111.0 .: I c^`ra 3ARY IN ORDER TO Ll "A ,CODES..- ALL BEAMS BY BUILDER C 3H7 \v r CU 1 �1 L NOTE: ENGINEER OF RECORD HAS REVIEWED THE TRUSS ENGINEERING LIP CONCMED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD RECEIVED AUG 16 2017 permitting Department St, Lucie County -REVISIONS- N/A 6-19-I8 7-31-18 10 ui n o O H- o -O 00,n (V Cn C3_ a CD�� L n LL 01 M r LU o mQ � CO U ILQ W Q Z � U Lo IL I_ L LIL Q N 000 0 o 0 0 z I- LL] U z 0 U C� W U z Q W z LLI z_ z LLJ I 0 LL z 0 mz Q z WT LJ o 1 U U Lj Q E- N� LL Q W Z Q EL I Co W Ln O Y N U C/0 W N7 LCD ._ W Z Z cV D� _ Q y N W Co 0 O CK LL � OD EL �O LLI W r J W O 0? N C� O O Z 0 _J = LLI LLJ --I z: LL W A 4 SHEET 4 OF 6 -DRAWN BY- DANIEL FRECHETTE P.O.B. NOTINCLUDED +v"' , + R= 3476,52r ,� a rr � �` �= 03 1134 L= 193,72' 2•ti FDUIQ04-"X*"6.M L_=50,00 I L❑T 48 R= 00 60. 39 —�'` — a b — 'L� � fI , N lj ^/ a' L=97,74 Z r1�2 , ' � � �� N � I l-.I`O,aJ "r10 ,rJZi� � rn Ire-�__._� p2 ( 9 tl CfIR SJpEg IF CH. M CD CD CD --- LOT 49CO +�3. +tiy' I I� o (ULL , ❑CCUPIED. FIN FL 15.03 q) L ��, I FoIZM I'JUA1� D� 3 EXI✓TIfJ(g WELd LOT47 I `ror lr-,L� , lii is,�* e� OCCUPIED + +�3. FIN FL 14.75 in \d � I ° a 834 3 t I Fi5 v1� PLATTED 6' U,E, r (� � I I N I�RdU�rI v� Ln +� w� a — 5' c°ti Ike W N27'03'45"W OF/ VE SCALE: 1 20' wo�Erz � 4 N18°,, ,i�,rE �c�n �6 �3ti 00 ti oo, 35.09 R= 3276,52' 0 = 01 ° 55'25 L= 10100" O LEGAL DESCRIPTION LOT 48 OF RESERVE PLANTATION PHASE IIA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK •.L, • . 26, PAGE 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. A' 4 Y TOGETHER WITH: • - - i ti0�� lOoi�' A PARCEL OF LAND LYING BETWEEN LOTS 49 AND 49 OF SAID RESERVE PLANTATION PHASE pA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; SOI S PLANTATION 10' BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 48, SAID POINT BEING THE POINT OF CURVATURE OF A LAKES D[l DRIVE CURVE CONCAVE TO THE SOUTHEAST WITH A CENTRAL ANGLE OF 00'48' 39" AND A RADIUS OF 738DA0 FEET: t THENCE SOUTWE8TERLY ALONG THE ARC OF SAID CURVE AND THE NORTH LINE OF LOT 48, 97.74 FEET; �v �I ' byr- ,lz— r` /,{ THENCE S 82' W 15" W 7738 FEET; THENCE N 27' 03' 43" W E0.00 FEET; THENCE N fiV SW 94" E 77Sf FEETTOTHE POINT N/AI L Vf�l�Iri EI�VbTInrJ RADIUOF 141CAOO FEET; THENCE NORTHEASTERLY E CONCAVE TO THE �ALONG THE ARC OF SAD CURVE 9EAST WITH A CENTRAL ANGLE OF .773 FEET TO THE l ®6 a 1/ I.� f, A �f7. p:. �P.1 / A Il ®� POINT OF CURVATURE OF A NOWTANENT CURVE CONCAVE SOUTHWESTERLY WITH A CENTRAL ANGLE OF I"I '/ is lL V Gi. 00" 4W V- AND A RADIUS OF 3478.82 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 60.09 FEET TO THE POINT OF BEGINNING. NOTES- ��t _ �iZOj'OSL17 EL�Y�TI dfJ CERTIFIED TO, 1) BEARINGS SHOWN HEREON ARE RELITAVE TO PLAT AND ARE ASSUMED. 2) NO ABSTRACT OR TITLE SEARCH WAS PREFORMED TO DISCOVER THE EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD, 3) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC I m,off ff) VINCENT MARCELLiNO + VERTICAL DATUM OF 1929 UNLESS OTHERWISE NOTED. I y Qo l 4) NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIDNS DR UTILITIES %'' 601 S.E. 6th Ave., Suite 101 Phone 561-243-4624 HAVE BEEN LOCATED OR SHOWN ON THIS SURVEY. ' '! �' DelFey Beach, R 311483 Fax 243-4869 AUTHORIZATION NUMBER LB8504 O,R.B. = official record book TRAN. = transformer pad P.H. = plat book P = plat PG. = page . , ;, , FLOOD ZONE, C.B.S. =concrete block structure FP&L. = Florida power and light TYP. =typical H =power pole LR. _Iron rod :�� - P.C.C. = point of compound curve CM = concrete monument R/W = right-of-way M = MEASURED R = radius" 4 �a"'. I HEREBY CE - AT THE SKETCH OF BOUNDARY SURVEY MAP NO,, - 120285 OZloD F' P.C.P. = permanent control point P R,C. =point of reverse =central angle LP. =IRON PIPE D =deed SHOWN E ON 1UE S THE STANDARDS OF PRACTICE SET P,O,C. =point of commencement P.I. = point of Intersection ®= bearing basis line RP =radius point O/S = offset 2s ;'"� �> NORTH FOR N R J-17-050 ORIDA ADMINISTRATIVE MAP DATE, Z_ l(p_ 1� P.O.B. = point of beginning P,T. =point of tangency ASPH = asphalt L = ARC LENGTH CONE, = concrete i,4 l COD UANTT ECTI .027, FLORIDA STATUTES. NOT VALID D/E = drainage easement r = not field measured M.H. = manhole CL =centerline ESMT, =easement ° NDT TD SCALE DATES 4.-�j UNLESS SEALED C.M.P. = corrugated metal pipe WPF = wood privacy fence U/E = utility easement ALUM, = aluminum CAI(,,, = calculated � ;�. � / O-ITj R.L.S. = registered land surveyor CHATT = chattahoochee CLF = chain link fence P.C. = point of curvature ` t-. NORTH � G' WITH EMBOSSED L.B. = licensed business ELEV = elevation P.R.M. = permanent reference monument y VICINITY I- JOB NO. 4`15-07-7 SURVEYOR'S SEAL CAPF7/3t4,A MAP e� BURGESS 3 REVISED LjiTS f1L1)PJ Z-Z°a-I(n r26dlhirl7 tit PLD�D G. R�IrSE 5=7G j'Lb>f �a-9-Ica Vd4 i� SGPTIcrz6lr�FlEcr� l-I 1� t�LZ-17o PCVIhG_(i 1b-"4W'7 , AKA10A I+ n ,+ q,2-I(o pKV. ARALIG 1-5_IiS 0 1'-4' 12'-4' - 42"H CMU KNEE WALL /-1/16"W BARTOP ------- -------------- = m ■ GAS GRILL W/ HOOD ABOVE I I 1-01 II 10'-0' 1, W� o H.s l % U z �� iU/C o 1 1 3w I REF. I I -0 W< iL f,,F I MAKER j �Cj ------- A/ 48"H CMUJ KNEE WALL. (0 VERTICAL REINFORCING ■ ANDD FILL CMU CELL SOLID WI -I' S-1 (TYPICAL WHERE SHOLWN)Ax CABANA 48"x60 CSMN'T a 48"x60 CSMN'T Al I � . x LL� I I � v I ■ = 4F5`x60 CSMN'T FLOOR PLAN SCALE: 1/4"=1'-O" m HIGH ALUMINUM FENCE 48"W GATE POOL BY OTHERS PRE -CAST CONCRETE LINTEL BEAM W/00 #50 REINE. AND (U COURSE OF 8"x8"XI6" LINTEL BLOCK W/(I) #50 REINE. AND FILL SOLID WITH CONCRETE (2) 2"xl2" 1.0. 2 SYP. WOOD BEAM W/ 15/32" COX PLYWOOD FLITCH PLATE (TYPICAL AT BREEZE WAY) COVERED BREEZE WAY IS 6'0"x10'0" POOL DECK EXISTING VERTICAL DOWN POUR - — — _ — — PER PREVIOUSLY SUBMITTED PLANS — — — — — — ONE O) SIMPSON HUC410 HANGER WITH (18) I/4"0x2-3/41 TITEN FASTENERS AND (10) IOD NAILS EACH (TYP. AT ALL. WOOD BREEZE WAY BEAM TO CMU) FLAT CLN'G (A.F.F.) EXISTING PRE -CAST LINTEL HEADER _ I PER PREVIOUSLY SUBMITTED PLANS THIS "I. SECTION IS NOT UNDER ROOF I EXISTING COVERED PORCH 48-W GATE I I I I I I POOL BY OTHERS POOL BY OTHERS REAR ELEVATION SCALE: 1/4"=1'-011 POOL BY OTHERS EXISTING COVERED PORCH O � 0 IF POOL DECK 0 CONCRETE TILE ROOF STUCCO EXTERIOR FINISH 48"li CMU KNEE WALL-/ 72"H CMU KNEE WALLJ (1) #50 VERTICAL REINFORCING AND FILL CMU CELL SOLID WIT[ CONCRETE AT 48" O.C. MAX (TYPICAL WHERE SHOWN) 60"H CMU KNEE WALL 0 ST. LTC'" "07TNIEY REVU_W,; ➢ FOR CO REVIEWED BY DATE 7% PLANS AA`D E 117 OR NO INSPECTION BE KA-DE. ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD i HIESE PLANS AND ALL PROPOIED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, �F COPY Fl AREA TABULATION (6-19-18) CABANA 208 SQ.FT. SUMMER KITCHEN 215 SQ.FT. BREEZE WAY 60 SQ.FT. POOL DECK 1929 SQ.FT, TOTAL 2410 SQ.FT. L-io �o U) � N c� a 0L, o o1 } �o mCC �F w �m d u U Q ,n CL Lu Q I— Li L 0 @J N LL 0 I I' LL z 0 mz Q z w W U U LLJ D C / LL (L O crwaLr., O �I U \__? UC LL tr) L0 Q N o C/,) L O a W _ J LL p O o O V WW LLCL A2 III SHEET 2 OF 6 DRAWN BY- DANIEL FRECHETTE A 12"Wxl2"D CONCRETE FOOTING WITH (1) #50 REINFORCEMENT ,r,_n' POOL BY OTHERS I POOL BY OTHERS I ,1 WITH (3) #5 CONCRETE FOOTING I Ib"Wxl6"D CONCRETE FOOT INO WITH (3) #50 REINF. EACH WAY LLI III /I WITH (2) #50 REINFORCEMENT 1=L J LLLf � NOTE: I POOL BY OTHERS ----- I� SLOPE ALL PORCHES AND 12"Wxi2"D CONCRETE FOOTING YGARAGE FLOORS AT A MIN. wITH (1) It5O REINFORUMENT� (�� 1/8":12„ SLOPE \' ,I /.A U THIN PAVER STONES OV]WELL // 4' THICK CONCRETE SL FIBERMESH FIBERGLASS ! CU VAPOR BARRIER ON/CLE (��O�.� COMPACTED, AND TERM2 l_J 12"WXI2"D CONCRETE FOOTING / TREATED FILL (COMPAC�J WITH (I) #50 REINFORCEMENT (/�� TO 95 % OF MODIFIED P B.F.F. I 8"Wx8"D CONCRETE FOOTING f- ._ -. . WITH (q #50 REINFORCEMEN00 T a°wxl6°D CONCRETE FOOTING pCU FLZLL LLZ �G11`'[_tLZCLLL CLGLZ7- L-L LT_�ZZ'�LZRL ZC1_"CLZ ZL WITH (2) #50 REINFORCEMENT B C 4 L Zrll� C 100 -01 S-1 N W M 4 f l Z S-1 F.F. (ASSUMED) ,� b o !_ r� #50 x 12"L REINF, DOWEL (D #50 VERTICAL REINFOROING x '" _ _L EPDXY EMBED MIN 6" INTO aE E AND PILL CMU CELL SOLID WITH r�i �- - -- (TYPICAL OWHERETSHOWM �� CONCRETE AT 48" O.C. M0, 4-U S-1 (TYPICAL WHERE SHOWN) C U 1 4 _ N" �r 4" THICK CONCRETE SLAB W/ i� POOL BY OTHERS FIBERMESH FIBERGLASS STRAND I REINF, (MIN, 1.5 LB/CY) ON 6 IDI�• T /� -7 i Tarr ' �� I/ VAPOR BARRIER ON CLEAN, WELL �� / T��/' 74 2 COMPACTED, AND TERMiTE -I-- TREATED FILL (COMPACT FILL / J] TO 95 % OF MODIFIED PROCTOR) / . _1-I -4 1 � iu Iz°wx12°D CONCRETE FOOTING WITH (1) #50 REINFORCEMENT 48"x60 CSMN'T T 48"x60 CSNiN'T. J ++ L L_t i I 8"Wx8'D CONCRETE FOOTING REINFORCEMENT WITH (D #50 4' _2 68"x60 CSMN'T ,t/ `�• �-.-� V -- I 8' 4'-2' - _-'G, L. i-sec_-�� _r_�� t• z.�_,- - ^-v-`t��t -�c� R.,- -e_e�tit__' 1 -0' I, 15'-0' - FOUNDATION PLAN SCALE: 1/4" = 1'-0" A f INSTALL (1) COURSES OF B'x8'x16' LINTEL BLOCK W/(1) #50 REINFORCING AND FILL WITH CONCRETE 4' CONCRETE SLAB W/FIBERMESH FIBERGLASS H STRAND REINFORCING (MIN, 1,5LII PER CUBIC YARD) TON MIL VAPOR BARRIER OVER CLEAN WELL a I COMPACTED, AND TERMITE TREATED SOIL. THIN PAVERS =III=111 II-Ili��z#550 MR�E�BAALRIM L10'HOOERTICAL REINFORCING 12'Wx12'D CONCRETE FOCTER WITH (2) #50 RENFORCING TYPICAL BLOCK KNEE WALL SECTIONS N,T,S, JobKey:25707 Company: TRUSSWOOD Address: 3620 SOBBI LANE Titusville, FI 32783-0366 Phone:(321)383-0366 Site Address: 8015 PLANTATION LAKES DR PT ST LUCIE,,*'- SUPPORT REPORT JOB DESCRIPTION: 25707 -WIND CODE: ASCE 7-10 WIND MPH: 170 ========BEARING BLDG TYPE: PARTIALLY OPEN TRUSS TRUSS SUPPORTSUPPORT€ARING 8=====________________________ REACT. - REACT. MAX WIND DESC_ SPAN-ft SIZE -in. TYPE XLOC-fl. YLOC-ft. MAX.+# MAX.-# UPLFT#f -----_______________________________=====� == Ct 18.33 8.00 WALL 1,66710.0001118 -655 C1 18.33 - ---------- 8.00 WALL 16,00010.0001118 -655 C2 18.33 8,00 WALL 1.66710.000 933 -521 C2 18.33 - 8_00 - WALL 16.000 10.000 933 -521 CJ1 100 1.50 NAILED -0,12510000 52 -21 CJ1 1.00 1.50 NAILED 1.00010,0()0 29 -17 CA ------------------------------------------------------ 1.00 1.50 NAILED 1.00010,555 34 -22 CJ3 3.00 8.00 WALL 1,66710,000 660 -184 CJ3 3.00 1.50 NAILED 3.00010.000 60-153-181 CJ3 3.00 1.50 NAILED 3,00011.655 38-158-151 CJ4 4.26 8.00 WALL 1.66710.0o0 501 -137 CJ4 4.26 1.50 NAILED 4.25810,000 56 -41 -76 -CJ4---------------- ___4.26-------_150 NAILED 4.25812,184 42 -21 -52 CJ5 5.00 8.00 WALL 1.66710.000 504 -142 CJ5 5.00 1.50 NAILED 5.00010,000 66 -16 -61 CJ5 ------------------------------------------------------------------- 5.00 1.50 NAILED 5.00012.555 81 -73 CJ5A 4.56 8.00 WALL 1.66710.000 500 -138 CJ5A 4.56 1.50 NAILED 4.68910.000 62 -25 -66 CJ5A ---- _------------------- 4.56 _-------------------------- 1,50 NAILED _----- -_ 4.68912,326 65 -1 -64 CJ6 6.26 8.00 WALL 166710,000 540 -173 CJ6 6.26 1.50 NAILED 6.26410.000 98 -66 CJ6 6.26 -____ 1.50 ___ NAILED - - _-___- -------- 6.26413133 139 -106 CJ7 7.00 8.00 WALL 1.66710,000 569 -188 CJ7 7.00 1.50 NAILED 7.00010A00 118 -78 CJ7 _----- __--- 7.00 _---- ----------- ------------ 1.50 NAILED -__.---------------- T00013,655 170 -126 EJ7 __ 7.00 8.00 WALL 1,66710,000 569 -188 EJ7 7.00 1.50 NAILED 7.00010,000 118 -78 -EJ7 7.00 -1.50 NAILED 7,00013,555 170 -126 H9A 18.33 8.00 WALL 1.667 10.000 966 -529 _H9A 18,33 8.00 - WALL - 16,00010.000 966 -529 HG7 18.33 8.00 WALL 1,667 10.000 870 -539 HG7 __--- _------- 18.33 _------------ ------------- 8.00 ------- WALL _-__-_---- 16.00010.000 870 -539 HG7A 18.33 8.00 WALL 1.66710.0001471 -911 HG7A ----------------------------------------------- 18.33 8.00 WALL - - 16.000 10,000 1471 -911 HJ10 9.9011.31 WALL 2,35710.000 499 -351 HJ10 9,90 1.50 NAILED 9.89910.000 499 -543 HJ10 --____-__ 9.90 ------- _------ 1.50 __--------------------- NAILED _____________ 9,89913,533 306 -101 HJ5 4.62 8.74 WALL 1.82010,000 212 -153 HJ5 4.62 1.50 NAILED 4.62010,000 31 -26 HJ5 -------- --_______________-_.____________.________-______ 4.62 1,50 NAILED 4.62012,158 2 -5 HJ8 7.64 8.74 WALL 1.82010.000 319 -215 HJ8 7.64 1.50 NAILED 7,64510.000 41 0 HJ8 - - _-7.64 -1.50 - NAILED - - -- ---------------- 7.645 1',7543 184 -154 C3 9.33 3.00 WALL 1.667 11 333 500 -241 C3 9.33 3.00 WALL 7.41711,333 500 -241 ' denotes a connection calculated by the layout program. Refer to the Alpine Hardware Catalog for a complete list of connections, NOTE: COORDINATE ALL ROUGH PLUMBING LOCATIONS WITH OWNER SELECTED FIXTURES PRIOR TO CONSTRUCTION CONNECTOR SCHEDULE TRUSS ID: CONNECTOR CI, C2, CJI, CJ3, CJ4, CJ5, CJ5A, CJ6, CJ7, * AT CMU WALL EJ7, H9A, HG7, HG7A, HJIO, HJ5, HUB, C3 ONE (1) SIMPSON HETA20 STRAP AT EACH TRUSS END WITH (9) I0DxI-I/2"L NAILS EACH * AT WOOD BEAM ONE (D SIMPSON HT520 STRAP AT EACH TRUSS END WITH (24) IODxI-1/2"L NAILS EACH WOOD BEAM TO CMU * A- 7-PLY WOOD BEAM ONE r.' SIMPSON HUC410 HANGER WITH 08) I/:0x2-3/4"L TITEN FASTENERS AND (C) 10D NAILS EACH ALL ANCHORS ARE SIMPSON, ANCHORS UNLESS NOTED. OTHERWISE NOTE: TRUSS LAYOUT DESIGN AND CERTIFICATION BY STATE OF FLORIDA LICENSED SPECIALTY TRUSS ENGINEER. ENGINEER OF RECORD DOES NOT CERTIFY TRUSS DESIGN/LAYOUT AS DEPICTED ON THESE DRAWINGS ALL TRUSS TO TRUSS CONNECTIONS, INCLUDING TRUSSES TO GIRDERS (HANGERS) SHALL BE PROVIDED BY TRUSS COMPANY Ln O (U It 11 1 Z1/?✓1/2�✓1&Z'21 L 1_ O J THIN PAVER STONES OVER MIN. 4" THICK CONCRETE SLAB W/ FIBERMESH FIBERGLASS STRAND REINF. (MIN. 1,5 LB/CY) ON 6 MIL. VAPOR BARRIER ON CLEAN, WELL COMPACTED, AND TERMITE TREATED FILL (COMPACT FILL TO 95% OF MODIFIED PROCTOR) 8"Wx8"D CONCRETE FOOTING WITH (1) #50 REINFORCEMENT i 2 t 2"WXI2"D CONCRETE FOOTING WITH (1) #50 REINFORCEMENT (1) #50 VERTICAL REINFORCING SLOP 12'Wx12"D CONCRETE FOOTING WITH (1) #50 REINFORCEMEN T 15' F.J7 NCO I-4'2„_I_6'g'---I-4'2u---I A 15' > NOTE: \< > ENGINEER OF RECORD HAS REVIEWED < > NEE ENGINEERING < I' G r -REVISIONS- I N/A 2 6-19-18 *** w� CD '0 M� �N Q 7 O MOF �� rD > C) m Q w fY m J = of U Q w a -a wa Y_EU nIL F-L Wo(P) N oao 0 0 z - In W z O W U r7) z Q Wz W z 0 z I ry 0 LL z mz Q z W LLJ o U U < Q O LL Q Q W ~ � Z Q n D Ln V l CO a < s �' y Y LL I CC N _ cw� Q N LL n # C[ W [�`O L � O 0-\0 _ J LL1 LLc3 N C7 O O Z \ - J = LLJ L -1 -1 Y_ LL 0- 4 SHEET 4 OF 6 -DRAWN BY- DANIEL FRECHETTE