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Home My WebLink AboutREVISION 10-8-18OFFICE USE ONLY: DATE PILED: 1 n I R `� SCANNED {, BY PERMIT # REVISION FEE: f J Jc St LUCID 00U* RECEIPT # PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DPYI OCT 082018 2300 VIRGINIA AVENUE "r FORT PIERCE, FL 34982.565 Permitting Department (772) 462.1553 St, 6ua1e owt!v APPLICATION FOR BUILDING PERMIT I. PROJECT INFORMATION _ LOCATION/SITE ♦ TTTTOO_ DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: VInCeA+ 99 c2 �111lG ADDRESS: S N • :v-V I CITY: P6 � i�QcIP 1 STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: C-7-0 C ADDRESS: I 6 CITY: �14 tm ' STATE: PHONE (DAYTIME) �:� •%�—U% O SLCCC: 9123109 Revised 06130/17 r ST. LUCIE CO CERT. #: L ZIP: FAX: FAX: RIGHT ELEVATION SCALE: 1/4"=1'-0'' t.8"W GATE 1i CMU KNEE WALL 1/16'w BARTOP 8"xl6" CMU COLUMN --- - - - - - - - - - - - - - - - - - - ------ i GAS GRILL W/ HOOD ABOVE I I -PRE-CAST CONCRETE LINTEL BEAM WI(j)#50 REINF AND (1) COURSE OF 8'X8'XI6" ® I LINTEL BLOCK W/(D #50 REINF. AND FILL SOLID WITH CONCRETE 48"HIGH ALUMINUM FENCE POOL BY OTHERS I N z I I o LLI v H.e.l o " I ?z jz uic---- o oY I IREF. 1 LJ < I I I (2) 2'X12" NO. 2 SYP. WOOD BEAM W/ FEE j j I I 15/32' COX PLYWOOD FLITCH PLATE R I I (TYPICAL AT BREEZE WAY) I MAKEI I 0 I I I COVERED BREEZE WAY IS 6'0"xI0'0" POOL DECK ®® EXISTING VERTICAL DOWN POUR MINI -SPLIT A/C A iv N PER PREVIOUSLY SUBMITTED PLANS '� S-1 ® — ----- ---- --------------- ® ? ONE (p SIMPSON HUC4I0 HANGER WITH (18) 1/4"0x2-3/4"L TITEN FASTENERS AND z (10) IOD NAILS EACH (TYP. AT ALL WOOD 48"H CMU BREEZE WAY BEAM TO CMU) KNEE WALL (1) #50 VERTICAL REINFORCING a II'-4" FLAT CLN'G (A.F.FJ ® E AND FILL CMU CELL SOLID WITH j S — MAX (TYPICAL WHERE SHOWN)®LAIJER yyyll\` — — — — — PER PREVIOUSLY EXISTING I ASUBMITTEDHPLANS CABANA ■ - ------- I 11'-4" FLAT CLN'G v THIS 2'4' SECTION IS NOT UNDER ROOF ®Lc:=) N 48"W GATE I EXISTING COVERED PORCH 1 48"x60 CSMN'T ®48"x60 CSMN'T ®® ®® I 1 El 4'-2" 6'-8" 4'-2' 3'-0" FLOOR PLAN SCALE: I/4"=1'-0" POOL BY OTHERS POOL BY OTHERS REAR ELEVATION SCALE: 1/4"=1'-0" POOL BY OTHERS EXISTING COVERED PORCH 0 POOL DECK 0 I— (1) #50 VERTICAL REINFORCING EPDXY EMBEDDED 4" MINIMUM (TYPICAL AT FIRE PIT) 56"H CMU KNEE WALL- 71 I RECEIVED OCT 082018 Permitting Department SL LUCIN County CONCRETE TILE ROOF STUCCO EXTERIOR FINISH 9 I� 16"WXI6"H SEAT 48"H CMU KNEE WALL /2"H CMU KNEE WALL [ "w CMU WALL AT 16"H FIRE PIT ✓� X 4'-0' 16"WXI6'H SEAT A( y 3 s L 006 —G'824 ST. LUCIE COUNTY BUILDING DIVISIO REVIEWED FOR COMPLI C REVIEWED Y DATE 6 PLANS AND PERMI MUST BE KEPT ON J OR NO INSPECTION WILL 11 MADE THESE PLANS AND ALL PROPOSED 4YU iC ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELIJ IMPECTORS TaT WY BE NECESSARY IN ORDER TO COMPLY WITH ALL x.q.1 r ij CODES.. CONCEA ED FASTENERS ii t 4-1ACgEN,$ ARE THE RESPONSIBIM OF THE CONTRACTOR OF RECORD AREA TABULATION (6-19-18) CABANA 208 SQ.FT. SUMMER KITCHEN 213 SQ.FT. BREEZE WAY 60 SQ.FT. POOL DECK 1929 SQ.FT. TOTAL 2410 SQ.FT. —REVISIONS- vmMMeN-s 2 7N/A 10-4-18 Lu O p Q. N c) p N O �} Q N — > CC Q YD O W C D] U U CL Q W Q D_ I— LL W o (J N a❑❑ ❑❑ U z IZ III z O U z 0 z a Wz LLJ LLJ z LLJ I 0 z 0 mz Q \ IJ w L o _j U ! 1 v w � I__L � z 0 Q 11.-1 H- Z z Q J LC) V J CD :YJ cj�w�L^ o eC) n e W Cr Y (n Z = LEL 37 c'j r) Q Ln � N N o��Q#1r' Q�LLoo0-B0 w� LJL 3- w��LLCL � o _N 0O A2_ SHEET 2 OF 7 -DRAWN BY- DANIEL FRECHETTE 12"Wxl2"D CONCRETE FOOTING WITH (D #50 REINFORCEMENT ,i 15'-0' co ti3 1 18"Wxl6"D CONCRETE FOOTING �I /-WITH (2) #50 REINFORCEMENT --ry tL 1 J 2'Wxl2'D CONCRETE F)OTING WITH (1) #50 REINFORI.EMENI SLOP u -J / WITH (1) 50 REI I FooTwG WITH (D #50 REINF'-RCEMEN l/ 99'-8" G B.F.F. J /j co (U - 18"Wxlb"D CONCRETE FOOTING WITH (2) #50 REINFORCEMENT B f I00'-01, F.F. (ASSUMED) I x � o (1) #50 vERT1CA1. REINFa<uNG a x M o ti E { CONCRETE AT 48" O.C. MAR J S - 1 (TYPICAL WHERE SHOWN) f to. 4" THICK CONCRETE SLAB W/ FIBERMESH FIBERGLASS STRAND ��` REINF. (MIN. 1.5 LB/CY) ON 6 MIL. ON VAPOR BARRIER ON CLEAN, WELL /T 7/ COMPACTED, AND TERMITE TREATED FILL (COMPACT FILL TO 95% OF MODIFIED 77' //7 48`x60 GSMN'T - _ I 48"x60 CSMN'T FOUNDATION PLAN SCALE: 1/4" - 1'-0" 36"x36"x16"D CONCRETE FOOTING WITH (3) #50 REINF. EACH WAY W L O J !n NOTE: SLOPE ALL PORCHES AND GARAGE FLOORS AT A MIN. 1/8":12" LU L O J 77 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) POOL BY OTHERS CONCRETE FOOTING #50 REINFORCEMENT L'LCLLt11111 1 1'L_tLZi t i L GI i L�-CIT _'LI q f- #50 x 12"L REINF. DOWEL f- EPDXY EMBED MIN 6" INTO -.f EXIST, FOUND, AT 48" O.C. 3 -1- I- HAVE BEEN OMITTED FROM C PREVIOUSLY PERMITTED PLAN (DOWEL'S ARE NOT REQUIRED) f J L -Aj L� I 12"WxS'D CONCRETE FOOTING .Ll WITH (1) #50 REINFORCEMENT _t� Li L. ILf JobKey:25707 Company: TRUSSWOOD Address: 3620 BOBBI LANE Titusville, A 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 BLDG TYPE: PARTIALLY OPEN TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.4f -----8.00 Cl 18.33 WALL 1.667 10.000 1118 -655 Cl - 18.33 8.00 WALL 16,000 10.000 1118 -655 C2 18.33 8.00 WALL 1.66710.000 933 -521 C2 -__-_---- 18.33 -_---- ______________--__-__- 8.00 WALL --------- -16.00010.000 933 -521 CJ1 1.00 1,50 NAILED -0.12510.000 52 -21 CJ1 1.00 1.50 NAILED 1.00010.000 29 -17 CJ7 - -------• 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 3.00011,555 38-158-151 CJ4 4.26 8.00 WALL 1.66710,000 501 -137 CJ4 4.26 1,50 NAILED 4.25810.000 56 -41 -76 CJ4 ------------------------------------------------------- 4.26 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 CJ5 -------------- 5.00 -------- 1.50 NAILED ----- 5.00012+555 81 -73 CJ5A 4.56 8.00 WALL 1.66710.000 500 -138 CJSA 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 1.66710.000 540 -173 CJ6 6.26 1,50 NAILED 6.26410,000 98 -66 CJ6 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 E.17 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 1.66710.000 966 -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 ----_____ 16,00010,000 870 -539 HG7A 18.33 8.00 WALL 1.66710.000 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 ___________________4.62 9.90 1.50 ----WALL NAILED -------_---- 9.89913.533 306 -101 HI 8.74 1.820 10.000 212 -153 HJ5 4.62 1.50 NAILED 4.62010.000 31 -26 HJ5 -__ 4.62 -.-_--_-__ 1.50 NAILED __--__---------- 4.62012,158 2 -5 HI 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 7.64513.543 184 -154 C3 9.33 3.00 WALL 1.66711.333 500 -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 connectigns---------------------------- POOL BY OTHERS POOL BY OTHERS #"' x 12"L REINF. DOWEL EPDXY EMBED MIN 6" INTO EXIST. FOUND. AT 48" O.C. 3 HAVE BEEN OMITTED FROM PREVIOUSLY PERMITTED PLAN (DOWELS ARE NOT REQUIRED) POOL BY OTHERS 8"Wx8"D CONCRETE FOOTING WITH (I) #50 REINFORCEMENT -.L_LLLLi_LLLLLLLL.I_'_' _L I_ I. _.I NOTE: COORDINATE ALL ROUGH PLUMBING LOCATIONS WITH OWNER SELECTED FIXTURES PRIOR TO CONSTRUCTION CONNECTOR SCHEDULE TRUSS ID: CONNECTOR C C2, CJI, CJ3, CJ4, CJ5, CJSA, CJ6, CJ7, * AT CMU WALL EJ7, H9A, HG7, HG7A, HJIO, HJS, HJ8, C3 ONE (1) SIMPSON HETA20 STRAP AT EACH TRUSS END WITH (9) 10Dxl-1/21 NAILS EACH * AT WOOD BEAM ONE (1) SIMPSON FTS20 STRAP AT EACH TRUSS END WITH (24) L W-1/21 NAILS EACH WOOD BEAM TO CMU AT 2-PLY WOOD BEAM ONE (1) SIMPSON HIL I0 HANGER WITH (18) 1/4"Ox2-3/4"... TITEN FASTENERS AND " (10) IOD NAILS E/„'.H ALL ANCHORS ARE SIMPSON ANCHORS UNLESS MOTEL: 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 0 ( �1 LLl L O J (1) #50 VERTICAL REINFORCING - AND FILL CMU CELL SOLID WITH CONCRETE AT 48" O.C. MAX (TYPICAL WHERE SHOWN) THIN PAVER STONES OVER MIN. 4" THICK CONCRETE SLAB W/ FIBEPMESH 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 T -[ _7117 777_LULL _r- 15' 12"D CONCRETE FOOTING (U #5ID REINFORCEMENT SLOP 12"Wxl2"D CONCRETE WITH (U #5ID REINF( R . 17 �ti0 I--4'2"--1--6'8------- 1-4'2"-1 15' NOTE: ENGINEER OF RECORD HAS REVIEWED THE TRUSS ENGINEERING WA -REVISIONS- N/A 2 6-19-I8 "-18 4 7-31-18 Lli� o,D �o �o a� o Ln VD �LL �o rn� r o U U a s w a IL LL LLI 0 @J N ❑❑❑ ❑ ❑❑ 0 ❑ z - EL LLJ z O C� W U z Q Wz �z_rr�� z W I 0 11 z 0 mz Q z w LLJ o C) U U LLJ < Q z LJ- Q W �~ Z Q IL Ln I 00 11J C� \ Ly UL z Y " N HzQ --t N LL LL # r� � Q J Q � LLJ �• LL � cV zar-, cl�K0 LLJ �LLJ --ILL L A4 SHEET 4 OF 7 -DRAWN BY- DANIEL FRECHETTE