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HomeMy WebLinkAboutREVISION 4-26-19J6� OFFICE USE ONLY: DATE FILED: -� 1 a(;1 li 9 'PERMIT # 1808-0637 REVISION FEE; 15 . o a RECEIPT # � 6 GA 9 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3755 Eleven Mile Road, Fort Pierce, FL 34945 DETAILED DESCRIPTION OF PROJECT REVISIONS: Deletion of porch columns and utilization of precast lintel to span lanai CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC 059365 ST. LUCIE CO CERT. #: BUSINESS NAME: Kerns Construction & Property Management Corp. QUALIFIERS NAME: Charles D Kerns ADDRESS: 540 NW University Boulevard, Suite 204 CITY: Port St. Lucie STATE: Florida ZIP: 34986 PHONE (DAYTIME): 772-985-5015 FAX: 772-209-7700 OWNER/BUILDER INFORMATION: NAME: David Lloyd ADDRESS:3803 Eleven Mile Road CITY: Fort Pierce PHONE (DAYTIME: 772-528-2034 STATE: ARCHITECT/ENGINEER INFORMATION: NAME: J. Scott Baruch & Assoc. ADDRESS: 178 Beacon Lane CITY: Jupiter PHON9 (DAYTIME): 5 11-768-6224 ZIP: 34945 FAX: STATE: Florida ZIP: 33469 FAX: JScottBaruch@Comcest.net SLCCC'. 9123/09 REVISION Revisers 06130117 SCANNED St. LUC9p rnfmt, asphalt shingles siding OPEN EMISSION* 1.10-1110-1110-11101 0-110-11 11010-110110E0 a 12 -16 !stucco finish --.---_--! —con-6-f 7J--------------_——_----------- 7-0'aff 2'-0^ top of window - — - - lull (typical) z FH 1:1 u retucoo finlsh� Right Side Elevation scale: 1/4" = T-O" 9'-aaff finish floor LL________I __ Front Elevation finish floor top of frame wall finish floor 5 12 61 \skicco finish, scale: 1/4" = 1'-0" dormer roof beyond u `stucco finish, \ \stucco flnleh, --------------Edon -joint— stucco finish, Left Side Elevation scale: 1/4" = 1'-0" 2 REVISION NO. 2, APRIL 25, 2 19 _—_ DELETE PORCH COLUMNS -------- Rear Elevation scale: 1/4" = 1'-0" 7'-0"aff - — - Sop of �wfndow (typical) (,St=o finish EJ 6631 REVISIONS REVISION � CLIENT REQ. APR. 25, 2019 REVIEWED FOR CODE COMPLIANCE ST• LUCIE COUNTY BOCC FILE COPY 9'-0"aff -`---f pofbeam asphalt shingles hard! -plank siding i stucco OPEN SCANNFL BY St LuderAwty 12 16 RECEIVED APR 15 2019 ST. Lucie County, Permitting L O LL >, w E L) U CoIr w� a) o LL W -� w a 0 W o 1 00 t° Z VJ W U 0 QT_ T .L 0 0 IL Q CV A Z (D L Q i 0 Q m -j l� m 0 O V C/5 N N 0 �m 00 Ur DRAWN TR DATE 08/21/2018 SCALE AS SHOWN JOB NO. SHEET NO"- 0G31 1 of 7 4" THICK — CONC.SLAB 6 MIL. VAPOR 6X6/10X10 W.W. OR FIBER MESH 6 MIL. VAPOR BARRIEF 6" MIN GRADE 1 �\ STEP DOWN @ PORCHES (DASHED LINES) FA]CMIN (3) #5 CONT 18" �— 4" THICK 4" THICK CONC. SLAB 6X6/1OX10 W.W OR FIBER MESH 1 #5 @ TOP 6/1OX10 W.W.M. R FIBER MESH F MIN (3) #5 CONT 4" THICK ADD (1) #5 CONC. SLAB CONT AT NOSE --�` • I SEE PLAN 6X6/1 C)X10 W.W.M. ��=--- OR FIBER MESH 6 MIL. VAPOR BARRIER 18" (2) #SS CONT. D❑ 40THICK #5'S @ 6" A.G. CONC. SLAB \ EACH WAY B( ------- ------ 6X6/1OX10 W.W.M-----r----- J OR FIBER MESH 6 MIL. VAPOR 36'x36' BARRIER FOOTING DETAILS SCALE 1/2"=1'-D" I I 8° 8"XB° FILLED CELL IN 8"x8" COLUMN BLOCK RUNNING BOND MASONRY CONC FILLED WALL 8� 8' O(1) #5 VERT O (1) #5 VERT 1 COLUMN DETAILS SCALE 1/2'=V-0' NOTE: MASONRY CELLS TO BE FILLED WHERE INDICATED WITH ASTM-A476 MASNORY GROUT @ 3000 psi FOUNDATION NOTES: 1. ALL CONCRETE FOR SLABS AND FOOTINGS SHALL NOT HAVE LESS THAN (2,500 P-S.I.) STRUCTURAL VALUE) @ 28 DAYS. 2. ALL CONCRETE FOR COLUMNS AND BEAMS SHALL NOT HAVE LESS THAN (3,000 P.S.I.) @ 28 DAYS. 3. SOIL SHALL BE SPRAYED FAR TERMITES, AND BE WELL COMPACTED (MIN. 2,500 P.S_F.). 4. FIBER MESH MAY BE USED IN LIEU OF 6X6/10/10 W.W.M. 5. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, ANY DISCREPANCIES SHOULD BE BROUGHT TO THE DESIGNER'S ATTENTION PRIOR TO CONTINUING ANY WORK. 6. PLUMBING CONTRACTOR TO VERIFY LOCATIONS OF ALL 1 P 7. PLACEMENT OF FILL MATERIAL SHALL BE DONE IN EQUAL LIFTS NOT EXCEEDING 12" PER LI F. EACH LIFT SHALL BE COMPACTED TO 98%OF MAXIMUM DRY DENSITY PER AASHTO T-180 METHOD AS VERIFIED BY THE GEOTECHNICAL TESTING FIRM. BUILDING PAD SHALL EXTEND A MINIMUM OF 6' BEYOND THE EXTERIOR BUILDING WALLS AND COMPLY WITH FBC R403.1.7. 8. FIBER REINFORCEMENT: SHALL CONTAIN MICRO- ORACRO-SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 21 INCHTO 2.25 INCHES (13 TO 56 MM) IN-9NGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 KGIM� IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WTTH ASTM PLAN REVIEW NOV. 19, 2018 #5'S @ 6" O.C. EACH WAY EK 6 MIL. VAPOR BARRIER F 3MK30" SLAB 1 #5 @ TOP SEE PLAN 6X6/10X10 W.W.M. OR FIBER MESH S-7" 35'-6" 3'-10" 1.2'-B 1/2", Y-5 1/2" I 3'-0" ( 1 © 10 1C d o R R ------------------- PRECAST LINTEL 4'-2- I I ❑ L — — — J 1A I i — — —— J I I 20'-8" I 10'-0" I I I I I I I I I I I I I I I I I I I Garage 1 W I IL A❑ a I 9 4" STEP Io I � I � I I I 1 1/2" RECESS FOR ❑A I J? L-------- GARAGE DOOR I 1 IEII ❑ I L— — — — — m — — — 21'-0" Am 1 ,2• 121/2' LT 2" 3' C.O. 4" P.V.C. TO SEWER SYSTEM C.O. ( LOCATE NO FARTHER THAN 5' FROM SLAB EDGE) Q2 REVISION NO. 2, APRIL 25, 2019 DELETE PORCH COLUMNS 8" X 8" CMU BLOCK MN RETURN I ITVTR I REvISIO I I I I I rUB. LAV. JITp���iQi Owl %1.1 I WCREVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY � BOCC^2'VTR.`M/ P�LAV.1 12" W.C. 3- 21 M' ADD 8" X 8" CMU COLUMN 1 PLUMBING RISER NOTE: THE ABOVE IS A SCHEMATIC DRAWING N.T.S. CONTRACTOR TO MAKE NECESSARY ADJUSTMENTS AS REQUIRED FOR FIELD CONDITION AND /OR CODE COMPLIANCE -7" 1 3'-1 © I I ELETE COLUMN — BEAM ABOVE — — — — — — — — — ------------------- ELETE COLUMN 1 (D ICT) ❑ ❑ I 0 ❑ R--, I --B---------------------- --�--------- I I I I B � I I I I 1 I R I W 1 I I " I 1 Ra - I I o i i -- ❑I '-4" i 5'-1" 8'-1" 6'-4" 3'-8" ; 9' CLG I 66 6"STEP R o R R❑ --®— L— ---- O--------------------- — — 0 0 I F ; 5._4. _ 0 dgP I L----------, s I' iE I I 4" THICK FIBERMESH SLAB (2,500 PSI) OR 4" THICK CONCRETE SLAB (2,500 PSI) W/ 6X6 - 10/10 W WM OVER 6 MIL. VAPOR BARRIER OVER WELL COMPACTED SOIL (AS PER SOIL ENGINEER REPORT) SOIL TO BE TERMITE TREATED PRECAST LINTEL — — — — — — — — — — — — — — — — — n ❑O i 1 R© I Ell n I R0 I I o I I I RO I PRECAST LINTEL I I I max - - - - F �}•_g" 3'-11 0 1/4" 2'-10 3/4" 1'-8'I. 4`-6" 1'-6' 3'-8 1/4" 6'-10 3/4" 5'-5 1/2" 3'-10 1/2" 1•_g^ 5•_6- 1•-6• •-0" f — 2'-5 1/4" Cq Entry Porch Ir 1 I a I I � A❑I I a I I� FA I O �- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J BEAM ABOVE 10'-0" 1 U-0" Foundation Plan 10'-0" O I 0 REVISIONS 1 PLAN REVIEW NOV. 21, 2018 2 CLIENT REQ. APR. 25, 2019 O LL >+ LU U Ca �M W o � �o LL w _ �� N w[L w o Do 00 LL z Q W Q U CD O � � cv) T- < T 0 .L p W O cc U- I 00 Q 00 -J m U o v r 05 03 . Q) O Do T U) DRAWN TR DATE 08/21/2018 SCALE AS SHOWN JOB NO. SHEET 4 of 7 scale: 1 /4" = 1 -O" 2x4 BLOCK (TOP AND E @ FIRTS 3 - (2) 1 Od EA. 48" O.C. A CHORD) SPACES REVISIONS 5/8"CDX PLYWD SHEATHING NAILED TO SUD WALL W/ 8d NAILS @ 6" O.C. FIELD & 4" O.C. SEAMS & EDGES PAPER BACKED METAL LATH —� PLASTIC OR GALV CONTROL JOINT (SEE PLAN FOR LOCATIONS) IF STUCCO FINISH FLUSH W/ CONTROL JOINT 2"X4" #2HFrrlin @ 16" OC MAX (2) 16d TO TRUSS (2) 16d TO FASCIA --� STUCCO OVER PAPERBACK METAL LATH ON 1/2" PLYWOOD SHEATHING NAILED W/8d 4" OC @ EDGES, 6" OC MAX IN FIELD (1)MSTA18 @ TRUSS TO CONC BELOW 24" OC MAX / 2"x WOOD STUD WALL OR TRUSS BLOCK WALL BELOW CONTROL JOINTS @ FRAME/STUCCO WRAP MSTA24 STRAPS STUDS TO TRUSS 1 Od ALL HOLES TO WOOD (GABLE WINDOW OPENING (SEE MANF FOR ROUGH OPEN'G DIMS)) 6d NAILS 3-16d NAILS (TYPICAL) GABLE END DETAIL SCALE N.T.S. 6" GALV, COUNTER FLASHING FROM WALL TO ROOF ON BAY TYPICAL GABLE END TRUSS (shown shaded) 2"x 4" SPF#2 STUDS @ 16" oC max v 4 a. L1 ILI LJ n d L1 H U A L7 - 41 u L,I e° .0 d d U. a u . Q ' 7. . a MSTA24 EACH STUD TO TRUSS AND CONC BELOW 2x4 BLOCKING @ 48" O.C. (TOP AND BOTTOM CHORD) @ FIRTS 3 TRUSS SPACES (2) 1 Od EA. END 3-1 ad NAILS ENGINEERED WOOD TRUSS @ 24" O.C. 2X4 DIAG. •X" BRACING @ PEAK AND AT 1 /3 FROM PEAK TO WALL GALVANIZED VALLEY FLASHING (1) MSTA18 W/ (14)1 Od BOTTOM PLATE TO TRUSS BELOW 24" OC MAX 27ta" SPF#2 BOTTOM / ROOF TRUSSES) ■ scale: 1/2" = 11-011 2')W #2HFrrmn 0 18' GC MAX C4 16d TO TRUSS (2)1 ad TO FASCIA H -1 EACH END OF TRUSS TO DORMER KNEEWALL BELOW 1 MSTA18 W 14 10d @ TRUSS TO FRAME BELOW 24' OC MAX - DOUBLE 2 YA' TOP PLATE .- HIARDI-PLANK Off LAP SIDING OVER VENTED RAN SCREEN OVER TYVEK, NAILED WI Sd x W GALV BOX NAILS @ 8.00 VERB & 1600 HDRR TO 50 COX PLYWOOD NAILED W/ ad GALV NAILS @ 4'OC MAX @ EDGES & B' OC MAX IN FIaD - SP4 EACH STUDTOTOP AND BOTTOM RATE SIMPSON T818 AROG ALL UND (TYPICAL) NOTE: RUN ALL CORNEA STUDS TO BOTTOM CHORD OF TRUSS, SECURE EACH STUD Wi (3) 16d NALS (TYPICAU :EKED WOOD @ 24" O.C. 2x4 DI G. "X" BRACING @ PEA AND AT 1/3 FROM PEAK O WALL O CAST — CRETE LINTEL TABLE GRAVITY UPLIFT r, /t/t LENGTH OF LINTEL ALLOWED LOAD (PLF) MAX NPPLIED LOAD (PLF) ALLOWED LOAD MAX APPLIED LOAD TYPE REMARKS 1 4-0 8974 1944 4853 929 8F241T, 1B 2 7-6 5681 812 2571 432 BF241T, 1B 3 3-6 8974 1761 5591 1257 BF241T,1B 4 9-4 3486 1944 1811 929 BF241T,1B 5 7-6 5681 5001 2571 2354 8F241T,1B 6 5-4 7342 <500 3607 515 8F24 1 T, 1 B 7 9-4 1 1843 1 397 1133 361 8F161T, 1B MINIUMU LINTEL DEPTHS SHOWN. DEPTHS MAY INCREASE WITHOUT COMMENT CONNECTOR NOTES UNLESS OTHERWISE NOTED: TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY, LOCATIONS AND CONNECTIONS ONLY. UNLESS SPECIFIED ON THE TRUSS LAYOUT, TRUSS UPLIFTS ARE 1800# OR LESS. STRAP TRUSS TO EACH CONCRETE BEARING W/ (1)HETAL20 W/ 10-10d x 1 1/2" NAILS STRAP TRUSS TO WOOD BEARING W/ (1)H10 W/ 16-10d NAILS. FOR 2PLY MEMBER TO CONIC CONNECTION (2)HETAL20 W/ 14-16d x 1 1/2" NAILS PER STRAP. FOR 2PLY MEMBER TO WOOD CONNECTION USE H10-2 W/16-10d NAILS AND (2)MTS18 W/ 14-10d PER STRAP. KING TO WOOD BEARING USE HCP2 W/ 10d X 1 1/2" NAILS TO ALL HOLES. TYP. COMMON AND END JACKS 7' AND LESS (MAX 400# UPLIFT) USE (1)HETA20 W/ 10-10d X 1 1/2" NAILS FOR CONC. CONNECTION. OR H10 W/ 16-10d NAILS FOR WOOD CONNECTION. POST CONNECTIONS, UNLESS OTHERWISE NOTED: 0 BASE (1)ABU44 W/ 5/8"X6" EMBED WEDGE BOLT TO CONC/ 16d ALL HOLES TO WOOD. HEADER CONNECTIONS: (2)HETA20 W/ 14-16d PER STRAP FOR CONC. CONNECTION. FOR WOOD CONNECTION SEE POST TOP CONNECTION. USE HUS410 FACE MOUNT TO CONCRETE AS NOTED. USE 1 1/2- 10d NAILS IN STRAPS UNLESS OTHERWISE NOTED, NO SPLITTING OR CRACKING ALLOWED. VALLEY TRUSSES TO TOP CHORDS OF TRUSSES BELOW: (1)MTS-18 12-10d PER STRAP - 1 ® EACH END/ 48" OC MAX THEREAFTER MAXIUM LATERAL FORCE EACH TRUSS 80#. © • • ... • DELETE PORCH COLUMNS .D, . rrE COLUMN RETURN CAST-CRETE 8F8-1B/1T COLUMN RETURN F r O p p il► -It•,ttt•t'rtt•ttr l.vttttt.t."tl•r,tt1.J,.1,tY11tt., It, •tVt••tl ttttt•„I.r�...� 0 o C � � �'iti i i i ,(i' . 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II❑D ; r•>�•e ��•.�i ,•��.�ii�. i•�•�•�•i i�•� �•1.1�,�, . ,ii��.•i �r ',...:�,•. �i%•i•.��•�•�•i�i a i i� �� il�J Q I • ♦ 1 0 C] a n C-:':O'i ;❖:';•o G O LI \I:❖:❖:h'.•O.•.O; O.O..•. r+ O O L7 ��0.�.�:r0!rrp•.•,•, a4,•050•: 41': OI 1 1 :00•0.•100•.0 C1 R Ol•�•�•i'i!OP:!i'••�•i0'1`Js0•4'IJ i•�•i'( l±l 1J■❑■I■❑r..-,-.r.....,.❑IHI❑❑►�'�--1'---��•'-�--��•---•.r.::1❑II��II�CI■. 3cd11�1■I�...� Cll■❑C_.:.._..�..._....,_r.....,I.1....�..,r......CJI�� ]1 I I■t�i 111E3rell LMan-- 11 «� • 012 o• a —, 1 it • •. TO WOOD ,i 1 ' [0"' 1 \ I I I I I I I ■ I I I I I I I I I ■ I1I ••r BEAM r BETWEEN Roof Plan HUC212-3 W1(22) 1/4N 1 3/4" TITAN 2 OONC SCREWS - CONC & (10) 1 Od TO WOOD 1 PLAN REVIEW NOV. 21, 2018 Q2 CLIENT REQ. APR. 25, 2019 O L- >, U Co �� WLL °� p N o LL _ `r- � N w _�P W 6- C- O W F- 0 LL z Q W U O N rn (n ( M T- L -x O W O TT .L N � !� 1 7 00 L Q) EC In co to to ��O 0 0 U VJ co O 00 VJ Ur� DRAWN TR DATE 08/21/2018 SCALE AS SHOWN JOB NO. SHEET DORMER DETAIL SCALE 1/2"-r-0- scale: 1 /4" = T-O" 5 of 7