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HomeMy WebLinkAboutREVISION 9-12-18FILE COPY OFFICE USE ONLY: DATE FILED: �a �� S ®Y CANNED PERMIT # I& —0350 REVISION FEE: LUC7jeC0U* RECEIPT# 11 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34962-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: Q 79,2Z J4bp&t-- A"0 K D!! . DETAILED DESCRIPTION OF PROJECT RE-V�I•�SI�ONS: 'rILNJI�T RDl�-1 'ice trJ�IN G� !�-vl� d.-�'�1� P�f=GA�Ca2: T,UA 77gA) CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: 7� f�,u c- K-� -;Fina ADDRESS: 2,e3©' �9� CITY: PHONE (DAYTIME: 70) 2 � ARCHITECT/ENGINEER INFORMATION: NAME: 'f NO L \Q Sefl -C44 ADDRESS: I qgl !�-1J O kErrxw L CITY: S PHONE (DAYTIME): ST. LUCIE CO CERT. #: ZIP: FAX: F&MV TATE: -r—L ZIP: `/Z FAX: SLCCC: 9123109 FILE COPY RE Revised 06/30/17 ISIC� C O M 99 Fi P2 F1 P2 26'-E -�J / POUR IN PLACE COLUMNS WALL OPN'N/JAMB WHERE INDICATED (TYP.) \ #5 VERT DOWEL REINF. ALL WALL OPN'N/JAMB AND ® 4'-0" O.C. MAX (TYP.) Fi P2 TYPICAL 8" CONCRETE BLOCK WALL REINFORCED W/#5 BARS AS INDICATED WITH CONTINUOUS TOP OF WALL BOND BEAM USING (2) 8." "H" BLOCK w/(1) #5 BAR IN EACH GROUTED SOLID F5 - SLOPE REMOVED NOTE ■ � P2 — ■ ■ TYP. 8" CONCRETE i J BLOCK WALL o (SEE SHEET-A5/DETAIL 1) N 3 _1n" TOP OF SLAB 9„ 68'-0" 3'-10" x 14' LONG 4" THICK MIN. POURED CONCRETE UTILITY SLAB WITH THICKEN EDGES REINFORCED WITH 6x6-W1.4x1.4 WWM 17'-0" 18 -3" `a To ■ ■ —I ■ ■ ■ Ft I WATER FEED LOCATION — P2 1 FOR AQUASANA HOUSE FILTER 4" PVC PIPE SLEEVE BELOW FLOOR SLAB 111 FOR COMPRESSOR SUPPLY AND RETURN PIPE XETUR AH x#1 p I *�LETUR BEARING POST 17'-3" 3'-6" 2'-6f' I III I I HUT L-L F6 —III— 66' X 66" X 36" DEEP (2500 PSI) P2 III CONC. PAD FOOTING WITH #5 BARS AT < nl 8" O.C. BOTH WAYS TOP AND BOTTOM L -4" III a �I RECES� AB 4 BELOW FINISH FLOOR — II Pz N o HB Q 8'-Orr cN P2 1 y r� F1 P2 0'-0" _4 o \ TOP OF SLAB ITOP OF SLAB Fo_ \ I Z-6--, 3,-6„ ALIGN w/ROOF TRUSS GIRDER `F (SEE TRUSS LAYOUT PLAN • 11111 jolml FOR ALIGNMENT) F4 • o I \ F6 / P2 F4 P2 P2 1/2" EXPANSION JOINT IM gyp, III �— y O o 1� I I(o N v 4" THICK SLAB (2500 psi min.) REINFORCED w/ 6x6 - W1.4xW1.4 WOVWN WIRE MESH P2 N ` (OR FIBERMESH) ON 6 MIL VAPOR BA RIER OVER SLOPE CLEAN COMPACTED TERMITE TWATED Fs F1 PREPARED SUBGRADE P2 LEVEL 1/8/FT 2'-6" 3-0" I Pz ' M 8 I P F12 O�PG ■ -4„ F4 C�,�� ������ / P2 Pz I P2 QI RECESS SLAB 4 BELOW FINISH FLOORFS GO l • ■ I � P2 �'q� � I SLOPE DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 33/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. 1 ■ I F6 P2 TOPOOF4SLA6 F1 I N I - 4" In -4" I Ft M P2 3'_ 2" 2'-2" 5'-0" I IV 9 in P2 6'-2yrr I�V Ed L ■ ■ •. -4' ICN • TOP OF SLAB ■ F5 Pz n I I TYPICAL 8" CONCRETE BLOCK WALL / REINFORCED W/#5 BARS AS INDICATED F WITH CONTINUOUS TOP OF WALL BOND BEAM USING (2) 8" "H" BLOCK w/(1) -4" J #5 BAR IN EACH GROUTED SOLID rF1 F1 M �i ■ — ■ ■ — ■101 IMI■ o ■ • Fi HB P2 4'-10" 8'— 2 3'-2" 43'-8" V-10" 3'-6" 52'-0" 86'-2" I 9 O S LOPE /FT 4" THICK SL EDGES WITH VERIFY SIZE 10 •+0 _U BOTTOM EDGE w 0 s, MEN A� THICKEN POUR IN PLACE COLUMNS WALL OPN'N/JAMB WHERE � INDICATED (TYP.) F2 3 Y2" POURED CONC.� PORCH SLAB 12" MIN. EMBEDMENT BELOW EXISTING GRADE (2) #5 CONTINUOUS REBAR I I ■ I I F4 F3 I SLOPE 00 I I I' • o 2'-8" o 4 SCANNED St Lucie ou* ,`y p,�14D1 GEp1vS51oN Sj 03 0O OOrAP1 iFC1 DN j06 RED" jsoay MUS15E�Ev`gEMpD 5 �e O0 NQ NSP1eC�lONIS� EXTERIOR STEP FIDE CopY " MASONRY WALL, SEE PLAN 5 REBAR 048" O.C. (MAX.) & AS SHOWN ON PLANS 4'a IX8" WIDE BLOCK RECESS 4" THICK (MIN.) POURED CONC, (2500 PSI MIN.) F. F. -6 (TYP.) �- 6X6-W1AxW1.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH) SCALE: 318" = V-0" DRAFTING SERVICES LOAN SAF ,EEC PHONE: (792) 237-0942 a � q H � o o n ti P V A m z � A H H A J J Z W a Q 0 a 0 F a 0 x OW 0 ka� a x Q 0 W rn a E ~ ° QOA U >Q> W Q m 0 m a m 0 0 0 0 6< W z U �z V 1 0 � 00 W A Q\ 4m~ 0 a H A a � � wU Q�w H U a z�0 F--1 �I >r I E n C'o a Gl C �.LLu a raC w U Co J PAUL WELCH INC. MECH-ELEC-CIVIL ENG 1984 SW BILTMORE ST. W114 PORT ST LUCIE, FL 34984 PAUL LCII P.E, FLA No. 29945 S" Dnte: 1 12018 SCALE: 1/4" = F-0" JOB No: 517-0639 P1 CONCRETE 2' SLAB EDGE (VERIFY SIZE w/HOMEOWNER) DRAFTING SERVICES JOAN JAFFE, LLC m N I M i s �x _o MEDIA ROOM ■ fie= INVERTED VAULTED/TILE 2 o)w In Ln U U ■ u0 o o�e a = of Q OM M 0 o I H le 7'-6" 4'-8" - FL --11-1 GRANI E SILL 25SH EGRESS 23SH TEMP. ■ I o I I I 2._ ., 6„ O Mo o a 'COo I� BATH �D1 tO I x T-1" CLG/TILE 3 `) N� LINEN 00 co > 9 GYM 9'-V CLG/CARP ET MEDIA ROOM/ BEDROOM #3 VAULTED/TILE /3rj� s / / /A <v= TYPIC L INTERIOR (NON -BEARING) oQ PARTIT ON WALLS OF METAL STUDS _/ @24" O.C. ON 2" P.T. SOLE PLATE W/1/ ' GYPSUM BOARD DRYWALL (UNLESS OTHERWISE NOTED) STEAL BEARING POST x • • TILE o LLLLLLL ZLLLLLLLL-L C LLLLLLLLL_LC 01 OUTDOOR L0,11 SHOWER In Imam A 10'-7" 14'-3" 40')(41' CONCRETE SLAB 1 NOTES_ I'll 01 40'x41' CONCRETE SLAB (1X2"Wx3Y4"H DECKO DRAIN) (VERIFY SIZE AND LOCATION WITH HOMEOWNER) PROVIDE FOOTINGS PER SHEET P1B SCREEN ENCLOSURE BY OTHERS (SEPARATE PERMIT) (VERIFY SIZE AND LOCATION WITH HOMEOWNER) SLOPE LEGEND 1 % 16'-0"H x 8" CMU MASONRY WALL A AB t M 21'-4"H x 8" CMU MASONRY WALL R-13 INSULATION INTERIOR 2x4 STUD NON -BEARING PARTITION WALL PRE -CAST CONCRETE LINTEL L-1 DESIGNATION (SEE SHEET-A6) VTR SOIL PIPE VENT THROUGH ROOF 25 SH WINDOW MARK (ALL IMPACT) (SEE MANUFACTURER'S SPECS FOR DETAILS) 6080 FIR DOOR MARK (ALL IMPACT) (6'-0"W x 8'-0"H OPENING) NOMINAL F8 � iB CONCRETE SLAB EDGE FAMILY 11'-1" CLG/TILE SILL OP. L U a o- � m c o ~ '-8„ CO ATH #2Ld Q 00 9'-1" CLG/TILE 0 METAWIREL LINEN ( SHELVES 1668E QII(000 E °I I HOUSE If 1 „ � PUMP 37'-2" L-10 A/C � © IRRIGATION 35SH EGRESS -UNITHB ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ NJ 101•. WATER FEED LOCATION LA RY o FOR AQUASANA HOUSE FILTERS I 4'-6" — wN DO Do 0 45'-8" - BEDROOM #2 I LL H1 0 o VAULTED/TILE i in ETUR oo > `t 10 I I � XMO I� o r-1 3 CAR GARAGE DO 00 I Q �, I vma I 9'-4" CLG/CONCRETE 12" DIA. COLUMN BLOCK OVER 20" SQ. = o IIN_ LL m NaX I IN MAY BLOCK BASE REINFORCED N o ETUR W 2 5 VERTICAL BARS GROUTED J 3 x IIIN 00 I O ? 00 \ I I I SOLID (2 PLACES TYPICAL) = III co N AH #2 z ffa N L— J cn M IIIN I � B WALL 3" VTR 0 ^ ■ ------ ---- / o N LA<�BRY WASHER DRY I L AS ION LOCA ON VJ WALL OVEN COOKTOP N OQ w/VENT THRU ROOF LAND MICROWAVE I �3 9'' ECG/TILE 0 16'-1" 8'-8 N IRE '-0" DRYER ®� C OSING 2868 VENT 2868 SC xm N 2 xV z aZ cV ISLAND OOa- " to �-----------� ■ ■ o N I------_ HB '� 8'-0' i- REF IG. O O KITCHEN sPE o I 0 11'4" CLG/TILE I DINING ROOM I 3 TRAY CLG./TILE I o 42" HIGH BAR I RAISED FLOOR 4i1 I I N I TOP COUNTER—_ (N J o) CONCRETE RAISED 9I _ J �A I I -- `i '-6 O I t7 5080FR DOUBLE DOOR / ■ o U0 NOOK e°i/�'��G M 11''-V CEILING - S° J 11'1" CLG/TILE hO� _ X- �j N) WOO) TREADI -- (4 RISE) U) n B"0z10'H TO Fl KU) . - O 3 -$ yids ENDURA-STONECUT COLUMN (NP.) O< 2 -1 O II (V \ s -18 (LOCATE BY HOMEOWNER) OOLO TOP -6 Z� III y `H36 SH i FOYER �� Bo L-5 oZ III �I 2'-0' 4'-0' 3'-11' 4'-8' 3'-0' I Mtn-JH I k'I 14'-1" CLG/TILE no. i- z L o III Z = ° O U00 I a I N o0 I ■ 0 I �w rn O ART NITCH. J - w m LIVING I �0, o J 11'-V CLG/TILE W(4Q RSE)D �� ■ COVERED PORCH o 9'-1"/GONG. 00 0 co 00 .r ■ I 5'-2" 7'-1" 5'-0" 14'-4" 12" SQ. MASONRY 00 COLUMN BLOCK PASS-THRU COUNTER w/ (4) #5 (MIN.) ■ di) STUDY `° �I VERT. BARS GROUTED 268 SC GRANITEFTOP 11'-1" CLG/TILE ZI SOLID (4 TYPICAL) RAISED FLOOR 4" J UI HALF BATH 0 ((CONCRETE RAISED FLOORS) a1 3'-2" 2'-2", 9 WET BAR `0 O �[ ° P CUSTOM BUILT-IN BOOKCASE (PER HOM WNER) ----------� ■Lo c9� Cle�i >--------� I n--__--� 2068 r zz" x ss" , IATTIC ACCEssI .� • / / / I I �t SH & RD I L W.I.C. J N / Jk'I 4068BF 28co 68BF JI �� N a1 ■ Y' MASTER BDRM. I ` 5'-1" s'- 4'-1" w CD TRAY CLG./TILE 0 o I I MASTER BATH m Qf i I T-1" CLG/TILE o 5068SLD N z I 22`_6" �, 0„ 14'_13/„ 00 I — — — — — — — — — — — — — — W.I.C. y�— — — — — — — — — — — — — — — — N ssy L J H36 I SH H36 11 SIM 1 5'-11„ -13 12'-0" L-13 25'-9„ 3'-2" 43'-8„ -3'-6„ 52'-0" 86'-2" Lu L ■■■ ■•• 16070 OHG©7 8070 OHGD 16'-0" 2'-0" 8'-0" 3'- 38'-4" E'-6 "1 L 3'-6" O I = 12" DIA. COLUMN BLOCK OVER 20" SQ. MASONRY BLOCK BASE 3 REINFORCED w/ (2)#5 VERTICAL BARS N GROUTED SOLID (8 PLACES TYPICAL) 2 I,O N 04 •1 I:f7 -8" )Cy H 1 < -2 III ® � III O <o SPORTS SHOWER ®•� = N V Q N IIIN � xl /\ �J IIN } = III BUILDER'S NOTES 1. GRANITE COUNTERTOPS FOR ALL BATHROOMS, KITCHEN, & WET BAR 2. GRANITE SILL 0 ALL WINDOW SILLS 3. BUILT—IN UNITS SIZE AND LOCATIONS PER HOMEOWNER BUILDER 4. WELL CONNECTION 5. SEPTIC CONNECTION 6. WHOLE HOUSE AQUASANA WATER FILTRATION SYSTEM TO BE INSTALLED 7. 8"0 X 10'H (CUT TO FIT) ENDURA—STONE COLUMN IN FOYER (BUILDER LOCATE) 8. CONTRACTOR SHALL PROVIDE LIGHT POLE PER OWNER'S SPECIFICATIONS MIRROR I 0 0 o CV 9I II 0 we a rTrn n e Ti i .. u.ry 111A.1 I IMJ 1 LF\ UM I I I V MIVI I I UL I MIL (VERIFY DESIGN w/HOMEOWNER) AREA TABULATION LIVING: 4,218 SQ. FT. GARAGE: 1,073 SQ. FT. ENTRY PORCH: 150 SQ. FT. COV. PATIO: 418 SQ. FT. T TAL: 5,859 SQ. FT. UNIT 1 — A/C VOLUME: 27,832 CU. FT. UNIT 2 — A/C VOLUME: 18,221 CU. FT. NOTE: PRQVIDE SPRAY FOAM INSULATION AT ROOF BECK ALL AREAS ABOVE LLVING SPACE 5 BEAM HANGER MARK TYPE "SIMPSON" HUC410 WITH (18)-1/4" X 2 3/4" TITEN TO WALL AND (10)-10d NAILS TO BEAM PHONE: (772) 237-7942 00 a � In O li ri M VI F4 a A Q U f4 0 0 o 0 0 O0 Cn A 5555a A A 0 A U1 DJ W !IO 00 ao 0 0 zaa©�� PAUL WELCH INC. MECH-ELEC-CIVIL- ENG 1984 SW BMTNIORE ST. #114 PORT ST LUCIE, FL 34984 PAUL V ELCH, P.H. FLA N. 29945 k %.,/ SEP 1 12018 Date: SCALE: 1/4" = P-O" JOB No: 517-0639