Loading...
HomeMy WebLinkAboutDemolition PlanDEMOLITION NOTES: I VERIFY LOCATION OF ALL NEW WALLS PRIOR TO REMOVING ANY EXISTING CONSTRUCTION. 2. VERIFY ALL BEARING CONDITIONS PRIOR TO REMOVAL OF ANY WALL5. 3. PROTECT ALL EXISTING AREAS THAT ARE NOT TO BE D15TURBED. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES. 5. VERIFY ALL EXISTING CONDITIONS AND DIMEN51ON5 PRIOR TO 5TARTING WORK. IN CASE OF ANY DI5CRIPANCIE5 BETWEEN THE PLANS AND EXISTING FIELD CONDITIONS, NOTIFY THE ARCHITECT I MMED I ATLY. ' p REMOVE i WINDOW IIr---------------------------------------------- ((``''}} li I -- p I REMOVE SGRREN PATIO I AND SLAB it i �v ________MOVE BLOCK -------------------------- -- - �F\/1 � I � WALL f WINDOWS I - � REMOVE ROOF REMOVE THIS AREA r- I REMOVE SITE DATA TOTAL SITE A/C SPACE EX15TS. LOWER LEVEL EX15TS. GROUND FLOOR EXISTS. PATIO BEING ENCLOSED TO AG SPACE EXISTS. GARAGE BEING CONVERTED TO AG SPACE EX15TS. SECOND FLOOR 137,806.45 SF. 100 z 414.07 SF. �00.00 SF. a36.17 SF. Q36A7 SF. TOTAL RESIDENCE 4,222.00 SF. PATIO GR. FL. SOUTH 16ct.3a SF. DECK GR. FL. SOUTH Iba.3a 5F. ENTRY DECK SR. FL. 235.83 5F. EX. DRIVE 6,418,1,5 5F. TOTAL IMPERVIOUS: a,572.441 b.ab% LANDSCAPE: 125,234.01 a3.05% PERVIOUS 128,234.01 ci3.05% II I I'I I I IIlI REMOVE jl.j WINDOW H I - GA5INE75, I Ip REMOVE IIJI APPLIANCES --I-- I IIIWINDOW REMO DOOR FIXTURES --------- --I-- II REMOVE REMOVE ALL =n�VELECTIRIC �MO`�E --i 5TAIR FINISHES LHOOR REMOVE ALL -_i - { ul REMOVE I--I__�I REMOVE ALL WINDOW FINISHES REMOVE -- --I-- ELECTRICAL DOOR II REMOVE �� REMOVE ALL REMOVE i II DOOR ELECTRICAL REMOVE PORTION REMOVE ROOF j j REMOVE FLOOR SM OF EXISTGI WOOD SYSTEM THI5 j illl DOOff STUD WAL4j5HOWN THIS AREA REMO� ii WALL--- r---yx}�---------, III REMOVE DOTTED I I WINDOW DOORIIu 11 I I REMOVE I REMOVE I DOOR j-- ---FL-, OH DOOR I RE VE - III I REMOVE WINDOW iII REMOVE ll ii DOOR II I AND BLOCK II I BELOW OF THI5 III III I III REMOVE ROOF I AREA lil REMOVE SLAB Ili THIS AREA 01 THI5 AREA I III III REMOVE III REMOVE III_----------------------J III IIII III III EXISTS. WINDOW III II WOOD III DECKING �l REMOVE REMOVE REMO EF WINDOW WINDOvV WINDOW j --- ------- -- REMOVE EX15TG. p---- -_----- J WOOD DECKING ll---- �----------------------------- III III I I i I 4----�j II II NY ----ilk aN DEMOLITION _PLAN m - * &V \I/ DEMOLITION PLAN Sr -,ALE: I V8" = 1 '-0" SCALE: 1/8" = 1'-0" VES I GN CERTIFICATION FOR YV 1 ND LOAD COMPLIANCE: STATEMENT: I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATION_ --AVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OD THE BUILDING CODE AS AMENDED, ADOPTED, AND ENFORCED BY 57. LUGIE COUNTY BUILDING DEPARTMENT. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORGES SPECIFIED BY THE CURRENT GODIr PROVISIONS. I HERBY ACCEPT RESPONSIBILITY FOR THE STRUCTURAL DESIGN. DESIGN P AND ArNA&YSiS: GORE EDITIONS: 2017 FLORIDA BUILDING CODE 6 EDITION ASCE 7-10 BUILDING DESIGN AS: ENCLOSED BASIC WIND SPEED: WEST OF TURNPIKE_____ EAST OF TURNPIKE_ X __ BUILDING CATEGORY: WIND IMPORTANCE FACTOR: I NTERNAL PRESSURE COEFFICIENT: GARAGE DOOR DESIGN PRESSURE: WINDOW DESIGN PRESSURE: WIND SPEED EXPOSURE: IMPACT PROTECTION (EXTERIOR I II X III IV Id J m SEE FLOOR PLAN FOR W I ND PRESSUi�ES SEE FLOOR PLAN FOR W ND PRESSURES FOR WINDOWS AND DOORS IN I NT. AN REND ZONES W MPH. D APPROVF-D SHUTTERS OPENINGS) : IMPACT RESISTANT X GLASS (MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL / COMMERCIAL 51JI LD I NGS, ALTERATIONS, AND RENOVATIONS) NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE INIDICATEDON CONSTRUCTION PLANS.S r--- ----- ----- ----- ------------- _ -- ----------- REMOVE I I II II ,I II II WALL II II II I ---------- - --- - j REMOVE II I II WALL I Ij II REMOVE j ROOF THI5 II II II II II AREA I II II II II II j REMOVE PORTION OF WALL TO j ALLOW FIOR II NEW DOORS I - II II II II II II II II II - ---- --- r-- II II II II II II I� II II - -_ --- II II II II II II it II I I �I it - - \I/ REMOVE FLOOR SYSTEM THIS AREA REMOVE li BALCONY AND SUPPORTS III III DEMOL 171 ON PLAN 8.45' 100.42' SITE PLAN /801:� - oc�s ST. LUCIE COUNTY BUILDING jDIVREVIE IA REVIEVVED BY DATE 12,1(3_ PLANS -AN D '`LANEANDT F rDEIMADE _ IMUS T B KEPT OOFF NC) INSPECTION VVI JS AND ALL �i I TO AINY(cili a TO �1 L4� (i �tr� k• FOR DEC 13 2018 Permitting Departme St. Lucie County, F1 6ARY PONELL ARCH I TEGTURE AND FLANN I NG 16 SOUTH RIVER ROAD SEWALLS POINT, FL. 34aa6 OFFICE: 172-225-1155 } Q fu Q Q/ LU 1L T :D Z V Q LIJ u z v ' Oftil SY WGi� BY vq&F DATE ,APRIL 14, 2018 WALE AS N07ED JM NO. 18 REMSIONS: A A�l SCALE: 1/5" = 1'-0'' SCALE: 1/64" = I'-O" DRYWALL ON I" X 2" PT ® DRYWALL ON I" X 2" PT 161, OG. 16" OG. R-5.0 INSUL. R-5.0 INSUL. IX4 PT I"X4" PT. CAULK CAULK SILL 2 X WOOD DOOR JAMB d HEADER ON IX4 PT. BLK'& ALUM. WINDOW FRAME ON •,- ANCHOR TO GONG. BLK. W/ I/4" TAPGON SCREWS I' X3" PT. ANCHORED TO GONG. BLK. WALL W/ 1/4" • - . • ' MIN. 4" LONG ) TAPMIN 5" SCREWS (MIN LONG) ( DOOR WITH WOOD JAMB. Al _ CAULK 1 1/2" PAIR OF BUTT HIN6E5 CAULK STUCCO FIN15H ON CONC. STUCCO FIN15H ON GONG. BLK- 10 A I NV OIN JAMB BLK. DETAIL 20 DOOR JAMB DETA I L 50ALE 3.4" = 1'-0" SCALE 3.4" = 1'-0" G!3 'V-3 1/2" vl Q NEW (2) 25 5H. 25 5H. WINDOW5 WINDO IN/ M LLIONS (IMPACT 6LA55)+ 6.8 (IMPACT (9LA5 )+56.6 / -48.6 P5F. / -48A PSF 0 00 O O O O NEW 2'-8" X 6-8" X I aJ /A TH IE 25 Ll" � 1-f 4INDOve W/ O 1ULLIONS IMPACT LAV IN VANITY- 5L )+ .8 / W/ MIRROR 6 OVER �0 DRYWALL ON I" X 2" PT ® 161, or'. R-5.0 RID61D IN5UL. IX-4 PT CAULK SILL ALUM. SLIDING 6LA55 DOOR FRAME ON I "X4" PT. ANCHORED TO GONG. BLK. WALL W/ I/4" TAPGON 50REW5 ( MIN 3" LONG) ® 12" OC. CAULK STUCCO FIN15H ON CONC. BLK. 0 5L I V I NG &LA55 DOOR JAMB DETA I L 8'-9 1/2" NEW GONG. STEP W/ I" SLOPE TO DRAIN 681. X SG NEN (2) 5H. O +56.1 WINDOWS W/ MULLIONS i P5F. (IMPACT LASS)+36.8 4„ / -48.6 STEP O O O MTL, 0 THRESH. N Val � ROOM v OGATION (2) 5 POUR NEW Go SLAB FLUSH W/ a O m EXIST6. SLAB TE SHOWER L w ----------------------- I I I I I I I I I I I I I I I I I I I I I I I I NEW 33 5H. WINDOW (IMP T 6LA55)+56.8 / -45.6 P5F. EXIST6. DNK GAB. EXIST6. SINK EXISTS. EX15T6. DRYER WASHER EXIST6. DOOR EX 1 ST0. LAUNDRY EX. STOR, ROOM GLOS. ON 4" TILE b X 6 PT. EXISTS. --WOOD COL. = O - GAB. -----jn ------------- --------------------61, --------------- ---- ---- ir • OD G L. NEW 3'-O" X STEP O O ADD DRYWALL m 6'-8" X I NEA 5'-O" X ------ ------ ----- ----- TEMP. 6L 5/8" SG. WD. 6'-8" X 1 O O FIN. ON I" X.21. SHOWER L. NEW 8'-O" X ON LED DR. 6" 6'-8" X I 3/8" 5G. NEW PT. AT I6" OG. sr a gP DR. I (MATCH 5/8" 5G. WD. RANGE W/ NEW BASE AND EXI5T6J 2 6" HOOD d LT. WALL GAB. EXIST6. BATH R E SH. R d 5H. �l'tT�f _AME N r--------J L-------- O DEW NEW SINK C. �EDROOI� L., O DISPOSAL I C. LAV IN VANITY � I I [Q[ �^I I I W/ MIRROR w I NEY `4 .D I � I I NEW 25 SH. OVER I I NEW WINDOWS W/ GLOS I I ------------ REF MULLIONS NEW 5'-O" X NEW " X NEW 2'- " X 0 ---L-- -i (IMPACT b'-8" X I 6'-8" I 6'-8" X F 6LA55)+36.8 / ------ ----------------- 3/8" WD. 3/8" WD. 5/8" 50. �-------------- ------ j 4 -48.6 PSF. BIFOLD DR. It DR DR. �t R E 5H. ------ ----------------- BEARING .r BEARING WALL: BEARING WALL:-�4w Q 4" 4- 'S'-5° q 5. 2 NEW I'-8" X I^' COUNTER TOP 6'-8" X I -- NB `4 - - - R E SH. L 2-0 X 5/8" 5G. . MIY RM. 3/P3" `-' EXIS 6 6ARA&E BEING NEW 3'-8I" X 6'-8" X NEW 25 5H. WINDOWS W/ BIFOLD DR. MULLIONS (IMPACT R 4 5H. ((� 1 6LA55)+3b.8 -46.6 P5F. 3 X 1j" SG MTL. !WODR. THRESH. 4?O2 FL SH t�V A NEW ENTN Y `_6 DEG�G (REPLACING EX '5 WOOD DECK) 42" RAILING W/ PICKETS W/ BOTT. RAIL AT 2" AFF. /PICKETS SPACED M . 4" Or- 0 34" RAILING W/ PICKETS W/ EPOTT. RAIL AT 2" AFF. /PI K#T'4i $P'AC.L•ri MAX. 4" G.-PRDVIl>L• VCKT, P T AT MAX. 4'-0" CC. W/ )" X 4" ACHOR BO T5 NEW 35 5H. WINDOW (IMPACT 6LA55)+36.8 / -46.6 PSF. DR. NEW 751- " 6'-I 5/8DR EXIST6. �3EDROOM NEW 5 5H. WIND W (IMPACT 6LA PSF. )+36.8 / EX 157(5. SUNROC ----------- NEW I //, GLOg� I� Iw I I I 5' 4" 2'-4 1/2" NEW 3'- X 6'-8" X I�" WOOD DR + 6.1 / -4T2 PSF. 5 5H. NEW 35 5H. ND W (IMPACT WINOO (IMPACT ? +36.8 / 6LA55436.8 / ry 8. PSF. -45.6 I5F. , 1 OUND FLOOR PLAN FAM I LY ROOM I MTL. 4" TI (2) 3' 0" X SG. -4 .2 P5F. NEW 35 WINDOW IMPACT (9,LA55)+ 6.8 / -48.6 P - EW ENTRY " EGK m (F ZPLACIN& ISTG. WOOD GK) 42" RAILINry W/ PICKETS YV E3CTT. RAIL AT 2" AFF. G 4" O CONNTRTEP INTO NEW - - - - -- AG PAGE NEyi 2'-8" X 6'- , X I / " 50. WD. 6"= ry STEP N (2) b" c0 STEPS r 777 4'-4" I I" 3 1/2" EXI5 8" NG. BLOCK AND TUCCO in EXTERIOR FIN. 4" WOOD COL. W/ MTL. L Q AND STUCCO FIN. ON 2 50 LB. FELT ON GDX. PLYWOOD SHT6. 6" CG -10 v- , I' 2'- 3 TR. T il" EA. RAILING W/ PICKETS W/ BOTT. RAIL AT 2" AFF. /PICKETS SPACED MAX. 4" OG -PROVIDE VERT. P05T AT MAX. 4'-0" Or- W/ (2) J" X 4" AGHOR BOLT5 WGOii GCL, W/ MTL. LATH AND STUCCO FIN, ON 2 30 LB. FELT ON I" GDX. PLYWOOD SHT6. PROVIDE SELF LEVELING GONG. TOPPING OVER EXIST6. 6ARAGE SLAB NEW W-O" X SL. &L. DR. DR.+36.1 / -47.2 PSF. NEW 33 5H. WINDOW (IMPACT 6LA55)+36.6 / -48.6 PSF. NEW 53 5H. WINDOW (IMPACT 6LA55)+36.6 / -48.6 P5F. 161 2'-5" NEW GONG. N m 5LA5 W/ 2" t� SLOPE 7J. -4" WOOD COL. W/ MTL. LATH AND STUCCO FIN. ON 2 30 LB. FELT ON GDX. PLYWOOD SHT6. I I I I I ------- I I I I I I O I I I I I I I I I I I I I I I I I ----- � r----------- I RAILING W/ PICKETS BOTT. RAIL AT 2" AFF. :KETS SPACED MAX. 2G-PROVIDE VERT. iT AT MAX. 41-O" OG. 2) " X 4' AGHOR BOLTS W 4. DEC 13 2018 Permitting Department St. Lucie County, FL LOWER LE PL FLOOR PLAN WALL 5YM50L5 EXI5T6. GONG. BLOCK WALL 0 EXI5T6. WOOD STUD WALL ® NEW GONG. BLOCK WALL - STUCCO FIN. EXTERIOR / DRYWALL FIN. INTERIOR NEW 2" X 4" OR 2"X 6" WOOD STUDS AT I6"00 W/ 2" X 4" OR 2" X b" PT. BOTT. PLATE W/ 515" DRYWALL EACH SIDE ® NEW 2" X 4" OR 2 "X 6" WOOD STUDS AT I b "OC W/ 1/2" DRYWALL EACH SIDE _ BEARING WALL: 2" X 4" WOOD STUDS AT 16" OC. W/ (2) 2" X 4" TOP PLATE / 2" X 4" PT. PLATE BOTT. (PROVIDE SP-4 W/ 6 IOD X 1�" NAILS TOP 4 BOTT. OF WALL EACH STUD) DOOR WINDOW NOTE: I. VERIFY ALL ROUGH OPENING SIZES PRIOR TO CONSTRUCTION Z. ALL WINDOWS 4 SLIDING 5LAS5 DOORS ARE P.G.T. OR EQUAL 3 ALL NEW ALUM. DOOR 4 WINDOW FRAMES ARE WHITE. 4. ALL GLASS 15 TINTED GRAY / IMPACT GLASS INSULATION NOTES: OLOGK EXTERIOR WALLS: Rsc4.2 ROOF INSULATION- R=50 BATT. INSUL. EXT. WOOD STUD: R-11.0 GATT. INSUL. OATH FIN15H NOTE: I. FLOOR. CERAMIC TILE GAfi2Y PONELL ARCH I TEGTURE AND PLANN I NG 16 SOUTH RIVER ROAD OFFICE: FL. 34aa6 7-72-223-aci43 O Q LL } Q \� j LU z Q UA Z `,U V � J LI IX - tll VIRAM BY KGP V45VKL BY WN&P DAOM APRIL 14, 2018 WA&E AS N�07F-D JIM NO. 18 REVISIONS: SCALE: 1/4" = 1'-0" (2) 2X6 JAMB (SEE STRUGT. FOR INFO) CAULKING W✓ ' i �f�1�VCJ SILL ALUM. WINDOW FRAME ON 2 2' X b" ANCHORED TO WALL W/ 5/I6" X 4" WOOD SCREWS ®12" O.G. CAULKING HORIZONTAL CEDAR LAP SIDING ON 30 LB. FELT VAPOR BARROR ON %" CDX. PLYWOOD TON 2" X 6" WOOD STUDS A 16 AT I b" OG. Yi 11 VOY4 JAMS DETA I L SCALE S14" = 1'-0" DRYWALL ON I" X 2" PT ® 16" OC. R-5.0 RIDGID INSUL. I X4 PT �— CAULK SILL ALUM. SLIDING 6LAS5 DOOR FRAME ON I "X4" PT. ANCHORED TO GONG. 5LK. WALL W/ 1/4" TAPGON SCREWS ( MIN 3" LON(9) ® 12" Or - CAULK STUCCO FINISH ON GONG. BLK. �4 SLIDING GLA55 DOOR JAMB DETAIL N 23 5H. 00A (IMPACT ASS)+3bb / 5.6 P5F. W 23 5H. 'VOW (IMPACT .A55)+36.8 / 5.6 P5F. M m NALL SYMBOLS EXISTG. GONG. BLOCK WALL 0 EXISTG. WOOD STUD WALL ® NEW GONG. BLOCK WALL - STUCCO FIN. EXTERIOR / DRYWALL FIN. INTERIOR NEW 2" X 4" OR 2"X 6" WOOD STUDS AT 16"00 0 W/ 2" X 4" OR 2" X 6" PT. BOTT. PLATE W/ 5/5" DRYWALL EACH SIDE ® NEW 2" X 4" OR 2"X b" WOOD 5TUD5 AT I6"00 W/ 1/2" DRYWALL EACH SIDE — BEARING WALL: 2" X 4" WOOD STUDS AT 16" OC. W/ (2) 2" X 4" TOP PLATE / 2" X 4" PT. PLATE BOTT. (PROVIDE SP-4 W/ 6 IOD X 1�" NAILS TOP 6 BOTT. OF WALL EACH STUD) DOOR $ WINDOW NOTE: I. VERIFY ALL ROUGH OPENING 51ZES PRIOR TO 0ON5TRUGTI0N 2. ALL WINDOWS 4 SLIDING GLASS DOORS ARE P.G.T. OR EOUAL 3. ALL NEW ALUM. DOOR 4 WINDOW FRAMES ARE WHITE. 4. ALL 6LA55 15 TINTED GRAY / I MPAGT GLASS INSULATION NOTES: BLOCK EXTERIOR WALLS: R=4.2 ROOF INSULATION: R=30 BAIT. INSUL. EXT. WOOD 57UD: R-11.0 BAIT. INSUL. BATH FINISH NOTE: I. FLOOR. CERAMIC TILE GAi2Y FOINr-LL ARCH I TEGTURE AND FL4NN I NO 16 SOUTH RIVER ROAD OFFICE: FL. 34al(6 772-223-cfa43 a4� EC 13 2018 Permi ing Department St. L cie County, FL O } Q � Q 0 Q Q/ 1L } z 'O'll Z V Q DRAM SY WOF C4 ECXM SY WOF 12ArTE AFRIL 14,200 SCALE AS NOTED JM NO. 18 REVISIONS: A�5 NjFffi� SCALE: 1/4" = I'-0" PROVIDE FLASHING AND 5 V CRIMP MTL. COUNTER FLASHING AT ROOFING ON 5C LB. ALL ROOF TO WALL FELT TIN TAGGED TO CONNECTIONS 5.5: GDX. PLYWOOD 5HT6. ON NEW ROOF TRUSSES AT 24" 00. +Ib'-0" TOP OF BEARING WALL. +8'-0" TOP OF BEARING WALL ATTIC CEILING PROFILE " 12 12 7I NE HA IE 51D1 G I I i I I I I I I I I I I I I I I I I I I I I I I l 8 8 -4" I I I I 1------_1__ J I I I I I I I I NEW NEW NEw WINDOW i WINDOW WINDOW NEW STUCCO FIN. ON NEW STUCCO GONG. m o FIN. ON BLOCK GONG. BLOCK ILI I I I I I I I I I I I I I I I I I I +O-0 FIN. FLOOR ---------- ------------- -- - L------------------------ I I I I I I I I I EXI5TG. RETAINING ----------------------- WALL TO REMAIN I I I I I I I I I I I I I I I I _ — I I I SOUTH r-Lr-\/ATION I I I I I I I I I I I +IS'—O. TOP OF BEARING WALL I --------------------------------------- I I ---------- I I I 12 +10'-0" SECOND FLOOR FIN. FLOOR ------------- -I ----------- +8'-0" TOP OF � BEARING WALL 2' +0'-0" FIN. FLOOR i NEW WINI WOOD COL. W/ MTL. LATH AND STUCCO FIN. ON 2 50 LB. FELT ON GDX. PLYWOOD SHTG. 12 12 eiFN'7---------� +a'-b" Elx. OL 2ND FL i r -------------------------------------------- ----r --- ------------------------------------------------------------ NEW NE1^� NEW 5TUCG0 FIN. ON GONG. BLOCK - i I I I II I I II L J I II II II II II ----------------------------JI I - - I I � ` � � I FAST r=LE\/AT I ON 5 V CRIMP MTL. ROOFING ON 50 LB. FELT TIN TAGGED TO 5.5: GDX. PLYWOOD HTG. ON NEW ROOF TgU55E5 AT 24" 00. 5 V CRIMP MTL. ROOFING ON 50 LB. FELT TIN TAGGED TO 5.5. GDX. PLYWOOD SHTG. ON NEW ROOF TRUSSES AT 24" OG. PROVIDE FLASHING AND COUNTER FLASHING AT ALL ROOF TO WALL CONNECTI ON5 12 EX 15TG. DOOR 0 �o i------ J EX. ROOF 5LOPE- FIELD VERIFY 12 +/- 5 I- i Wil 2' SL Ij71 NG I 2' L\ �J_ +rV-4" TOP OF BM F -1 +8,-0.. TOP OF BM.Alh- i0 RAI ING W/ IGK s0 RAIL T 2" /PI KET5 PAC 4" 00. WOOD COL. W/ MTL. LATH AND STUCCO FIN. ON 2 50 LB. FELT ON GDX. PLYWOOD SHTG. -NEW 5TUGG0 FIN. ON GONG. BLOCK DEC 13 2018 Permitting Department St. Lucie County, FL SCALE: 1/4" = 1'-0" EX. ROOF 5LOPE- FIELD VERIFY 12 +/- 5 wl 5 V CRIMP MTL. ROOFING ON 50 LB. FELT TIN TAGGED TO GDX. PLYWOOD 5HT6. ON NEW ROOF TRUSSES AT 24" 00. +16-0" TOP OF BEARING WALL NEW ARDIE 51DIN -42" ILING W/ PICKETS YV 5OTT.RAIL AT2" AFF. ICK.ET5 5PAGED MAX. " OG. +8'-O" EX. 2 D FL dJ � +6-4" NEW EILING IN GARAGE ING GLA55 D GLA55) 15 EW 5TUG O FIN. ;- ON GONG. BLOCK +0'-0" FIN. LOOR 41 - _ -- -o------------ ---------------- ------------------------------------------------------------------GARA@E----- i I I I I � I I I I I I I I I p I I_ i I i FIx. FLO a NEW 5L o (IMPAG r BLOCK UP EX. DR. --j OPENING - STUCCO FIN. WOOD GOD. W/ MTL. LATH AND STUCCO FIN. 42" RAILING W/ PICKETS ON 2 50 LB. FELT ON W/ BOTT. RAIL AT 2" GDX. PLYWOOD 5HT6. AFF. /PICKETS 5PAGED MAX. 4" OC. GARY FOY4ELL ARCHITECTURE AND FLANNI NO 16 SOUTH RIVER ROAD SEWALL5 POINT, FL. 54Cta6 OFFICE: 772-223-1755 Gam,, d } IL ll Q O W � } v lu z C ll_I Z l Q �9 - lu VIRH BY �� WOF CfHEC W By WOF DATE AFRIL 14, 200 WALE A5 NOTED i M O. i8 R�V1510N5: SCALE: 1/4" = 1'-0" GARY PONELL PROVIDE FLA5HIN6 AN COUNTER FLASHING AT ALL ROOF TO WALL CONNECTIONS 5 V CRIMP MTL. ROOFING ON 50 LB. FELT TIN TA66ED TO 5.a: CDX. PLYWOOD 5HT6. ON NEW ROOF TRU55E5 AT 24" 00. EX. ROOF 5LO' FIELD VERIFY 12 EX. ROOF SLOPE - FIELD VERIFY 12 -] +/- 5 PROVIDE FLASHING AND COUNTER FLASHING AT ALL ROOF TO WALL CONNECTIONS +I b'-0" TOP OF +16'-0" TOP OF _ . - - � - - - SEARING WALL '- BEARING WALL -----------------------------------------------------------------------------�----------- - 2' HARD I E SIDING 42" RAILING W/ PICKETS & BOTT. RAIL AT 2" AFF. /PICKETS SPACED MAX. 4" CC. +a'-0" EX. 2ND FL +a'-0" EX. 2ND FL_ 5 V CRIMP MTL. ROOFING ON 50 LB. FELT TIN TAGGED TO 5.a: GDX. PLYWOOD SHT6. ON NEW ROOF TRUSSES AT 24" 00. +10'-0" 5ECOND FLOOR FIN. FLOOR r-- I I I I I I I I I I I I I I I I I I I I DEC 13 2018 Permitting Department St. Lucie County, FL +5'-0" TOP OF BEARING WALL - ---------------- -- SEARING WALL I � I - I ------- ------------- b -4 NEW CEILING HT. CEILIN& HT. IN GARAGE IN GARAGE NEW STUCCO NEW STUCCO NEW STUCCO 0 FIN. ON NEW STUCCO FIN. ON FIN. ON GONG. El FIN. ON GONG. j GONG. BLOCK GONG. BLOCK i E0BLOCK BLOCK r I Ll i I II I 1 +0' -0" FIN. FLOOR +O'-0" FIN. FLOOR +0'-0" FIN. FLOOR +0'-0" FIN. FLOOR ----------------------�-------------------- --- ---------------- ------------------------- -Ib" FIN. FLOOR GARAGE WEST r-LEVA71ON PROVIDE FLASHING AND COUNTER FLASHING AT ALL ROOF TO WALL CONNECTIONS 42" RAILING W/ PICKETS W/ BOTT. RAIL AT 2" AFF. /PICKETS SPACED MAX. 4" 00. +16'-0" TOP OF BEPRING WALL I'--4„ �+q-4" TOP OF BM. $ +a'-O" TOP OF BM. ------ WOOD COL. Al - MTL. LATH AND STUCCO FIN. ON 2 50 LB. FELT ON R" CDX. PLYWOOD SH-76. +O-0" FIN. FLOOR I I 5 V CRIMP MTL. ROOFING ON 50 LB. FELT TIN TAGGED TO 5.a: CDX. PLYWOOD 5HT6. ON NEW ROOF 12 TRUSSES AT 24" 00. 71 - 2' NEW NEW I I --------------�-- --- ------------------------ ------ SCALE: 1/4" = 1'-0" 12 -Z:77 +16'-0" TOP OF --BEARING WALL ------1--------------- ------------- NEW STUCCO NEY� L-r NEW STUCCO NEN FIN. ON L- FIN. ON GONG. L GONG. BLOCK L - r BLOCK p � L i ` L t- --- --- ----------- --- ------ --------------1--------- ' ------ -- NORTH ELEVATION 2' 2' +a'-O" EX. ---- +b'-4" NEW CEILING HT. IN GARAGE +O'-0"_FIN_FLOOR ARCH I TEGTURE ANI7 FLANN I NO I6 SOUTH RIVER ROAD 5EWALL5 POINT, FL. 34aQ6 OFFICE: 112-225-1155 }LL Q n, lu 11 0 L ul V Q� w z v Q _ � DRAWN BY �WGF VRECXW BY NOF DATE AFRIL 14, 2015 WALE A5 NOTED 5 OF 17 5G,4LE: 1/4" = I'-O" GAR**( PONELL SFOTION A (2) 2" X 5" PT. WOOD BM. BOLTED TOb"X6"PT. WOOD POST W/ (2) I" THRU BOLTS EACH P05T 42" HIGH ALUM. RAILING W/ BOTT. RAIL AT MAX. 2" AFF. / PICKETS SPACED MAX. 4" 00. 2" X 6" PT. WOOD DECKING ON 2" X S" AT I6 OC. +O'-O" FIN. FLOOR 211X 8" FT. JOISTS AT 16" OC. II' -II" JOIST SEAT (15) TREADS AT II" EA. ANCHOR EACH STRI NC -ER TO (2) 2" X 8" PT. WOOD BM. 2" X 12" PT. WOOD TREADS I I: I to �, -4, 0 DEC 13 2018 Permitting Departmen St. Lucie County, FL (2) 2" X 8" PT. � w WOOD BM. BOLTED TO b" X b" PT, u7 6 X 6.1 PT. WOOD P05T W/ (2) POST I" THRU BOLTS q EACH P05T t-- •Y " X b" PT. POSTS- SEE FLOR PLAN FOR LACATION STRAP ANCHOR (2) 2" X 12" PT. EACH 5TRINGER WOOD STRINGERS NEW CONC. FTC. -- POST BASE NEA GONG. FTC. - P05T BASE NEW CONIC. FTC. - SEE FOUNDATION SEE FOUNDATION ANCHOR - SEE SEE FOUNDATION PLAN FOR SIZE ANCHOR - SEE FOUNDATION PLAN PLAN FOR 51ZE PLAN FOR SIZE FOUNDATION PLAN AND REINF. FOR INFO AND REINF. AND REINF. FOR INFO ------------------------- ---------- - -- --------------------- ------------------- -- ---- -- --------- - - ----------- I I - - - - _._:::.::::._::::::._:.:_:::::__:.::_::.::------------------------:=:=:-_:=:-.==_-:-.. t�-�- ----- III I_I I -III -III -III -I i lI -III-III-I i i-III-III-I i I -III -I i I -III -I I_I I I III I _ I I III III. III --------III-III III ,III - I— III III, ._ II III - - -:---: - III III II =::===--= -III-III-III-III-I - - - - - -III -III -III -III -I - - - - - _ _I - - - ---1-1-III, - - - - - - :::::.::=::_:::_:::-::::__::::_::::=:_::_-:_:::: :_::, =-:: _-:::::::::::::::-_::::::::: _-::::::: ----- -- :- _ -III -III -III -III -I - -_ -i _ _ _ _ _ _ _ _ _ _ _ I-III-III-i-III III III III III III III III _ _ - - - _ _ _ _ _ _ III -III- I -III -Ili -III-III-I 1-ill-1 I -III I I I' _ -_--__--_-- _ _ _ _ _1 1=1 1=1I1=1I1=1 1=1 1=1 -1 i III III i I I _ _ _ _ _ _ _ _ - I- _ _ _ - - - - - - -I 1- -1 I-III-III-III-III-1 I-III-1 I-III-I-1.==_.:::---------------------::_:::::_-.-_-_.. i i I-1 I ----- - ________________ =:::::::::::::::::".:::_:::-:_::_.:-._-:---- __ -=----------------------------------------------- = - 1= : III -III -III-- :_._ _ _ -::. - I- _ I _III _ -III _„ - - :=:-_:=:_ :=::-_:-_:=._:= :::_ _:_ __:.____: ----_ 1I- _ I I I- ........_::::::_:_-_ =1 I I- 1=1 I i I- i =1 11=1 -_ #5 X 2'-0" DOAEL5 11= -1 11=1 I I=' 1=1 11= - I� I_; I 11=................ . #5 XAT 12" OC. AT 12" OC. SEC*o771 ON B ARGHI TEGTURE AND PLANN I NG 16 SOUTH RIVER ROAD 5EkNALLS POINT, FL. 54aa6 OFFICE: -772-225-1755 O } Q IL Q O � w Oul LU � z O w � v tu z v Q � �r DRAM BY GHFCA<W BY lNGP HATE AFRIL 14, 2018 SCALE JM O. 15 REVISIONS: & OF 17 SCALE- 1/2" = I' -Oil SCALE: 1/2" = 1'-0" low SECoo TION Co ,ARGHITEGTURE AND PLANN I NO 16 SOUTH RIVER ROAD SEWALLS POINT, FL. 54c1a6 OFF I GE: ii2-225-Ii55 QLu Lu Q Id } lu Q VA Z v � -A t�l V104V4 BY Nr-5F CAqEC4<M BY 1NGP ATE AFRIL 14, 2010 WALE AS NOTED JM NO. 18 REVISIONSs 1 7 OF 17 SCALE: 1/2'' = 1'-0" I SEGTION D VE[ )18 )artme nty, Fl, ARGHITEGTURE AND FLANNINC-7 I(b 5OUTH RIVER ROAI) SEVBALLS FO I NT, FL. Of=Flc,r-: 112-225-1755 • cAqECA<M BY WC-7F DATE AFRIL 14, 2018 WALE AS NOTED JM NO. 10 REV15ION52 E) OF 17 Sr,ALF. 5/4" = 1'-0" SECT I ON E GAF2Y POWELL ARCH I TEGTURE AND FLANN I NG 16 5OUTH RIVER ROAD SEWALL5 POINT, FL. 34qc16 OFFICE: 772-223-1755 net F w } J ul Q O w } w z w v � z lu Q z _ Q w v N DRAWN BY JNGF WGF DATE AFRIL 14, 2010 SCALE AS NOTED .JM NO. 18 REVISIONS: As, SCALE: 5/4" = 1'-0" GAiiY PONELL SECTION F SECoTION G CIEIM VIELP)' DEC 13 2018 Permitting Department 5t. L ucie Cunt y FL ARCH I TEGTURE AND FLANN I NG 16 SOUTH RIVER ROAD 5EN4LL5 FO I NT, FL. 34cta6 OFFICE: 7�12-223-1755 o } a tL - -j Qo outL > Z o lu Q w luLU z v �r DRAM BY NGF GHEV<ED BY NOF DATE AFRIL 14, 2018 SCALE AS NOTED .JM NO. 18 REMSIONS: 10 O -7 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" GAR)` FONr-LL �^' f=OUND,4TION PLAN DOWEL NOTES: I . FOOTING NOTE: JTE: I NOTE: I NOTE: OTE: DOWEL NEW FOOTING STEEL INTO EXISTS. FOOTING MIN 6" (SET IN HIGH STRENGTH EPDXY GROUT) AND CAST INTO NEW CONCRETE FOOTING. PROVIDE I # 5 DOWEL X 24" LONG AT 24"OC. DOWELED INTO EXISTING FOOTING OR SLAB MINIMUM b" (SET IN HIGH STRENGTH EPDXY GROUT) AND CAST INTO NEW CONCRETE SLAB. PROVIDE I # 5 DOWEL X 16" LONG AT 16" OG. CAST IN EXISTING CONCRETE BLOCK CELL5 FILISOLID WITH CONCRETE (MINIMUM W PENETRATION) AND CAST IN NEW CONCRETE COLUMN. DOWEL NEW COLUMN STEEL INTO EXISTING FOOTING BELOW AND BEAM ABOVE (MINIMUM 6") AND SET IN HIGH STRENGTH EPDXY GROUT. DOWEL NEW BEAM STEEL INTO EXISTING BEAM (MINIMUM W) AND SET IN HIGH STRENGTH EPDXY GROUT. DEC 13 2019 Permitting Department St. Lucie County, FL NOTE VERIFY ROUGH OPENING FOR DOORS $ WINDOWS Al MFGR PRIOR CONSTRUCTION. COLUMN 50HEIDULE: �I FE I # 5 VERT IN 5" X 8" FILLED GONG. CELL 8" X 12' GONG. COL. W4 # 5 VERT. d #5 TIES AT WOO. 8" X 16" GONG. COL. W/ 4 # 5 VERT. d #5 TIES AT 8"00. Q0 4" X 4" PT. WOOD COL. 1=L ® 6" X 6" PT. WOOD COL. 5 1/2" X B 1/2" X J" STEEL COLUMN FOOTING 5GHEDULE ® 12" X 12" THICKENED EDGE FTC. W/ I # 5 CONT. BOTT. © 16" X 16" CONT. CONS. MONOLITHIC FTC. W/ 5 # 5 CONT. BOTT. / I # 5 AT 48" OC. TRANSVERSE © 16" X 24" W/ 4 # 5 BOTT. CONT. OD I6" X 5'-0" X 5'-0" W/ 5 # 5 E.W. BOTT. OE 16" X 5'-b" X 3'-6" W/ 6 # 5 E.W. BOTT. 501L BEARING 5TATEMEMT: 1, POOTIN MPW MMIONW POK A 0011., 59AWdNa GAPAGITY 010 2900 PAP, 2. GENERAL CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION. PROVIDE 501L BEARING TESTS SIGN AND SEALED BY A STATE OF FLORIDA REGISTERED ENGINEER TO ARCHITECT FOR REVIEW PRIOR TO GON5TR4GTI ON. ARCHITECTURE AND FLANN I NG 16 5OUTH RIVER ROAD 5ENALL5 POINT, FL. 34aci6 OFFICE: 772-223-1755 DRAM BY 1NGF CHECKED BY WGF DATE AFRIL 14, 201a SCALE AS NOTED JM NO. 1a REVISIONS: 5-I SCALE: 5/16" = I'-O" 5TL. COL. CONT 1/4" WELD A X O ANCHOR BOLTS EACH BASE ® PLATE 5"X511XI/2" 5TL BASE PLATE. column base O NTS. (2) 1 BOLT`. 1/4" STEEL CAP DETAIL O NTS. 1/2" THRU TS STL. PLT �SEMBLY STL. TUBE PLATE CONT. -1/2"x1/4" _UMN (2) 1/2" THR BOLTS 1/4" STL. PL' ASSEMBLY 1/2" STL. TUE BASE PLATE 1/4" CONT. WELD 3-1/2"x3-1/2�1/4" SDTL. COLUMN STEEL CAP DETAIL Nn. F RECIFD� DEC 13 2018 Permitting Department ^St. Lucie County, FL E�EN� SC�HEDULE TB-1 8" X 16" GONG. BOND BM. W/ I # 5 --OP / I # 5 BOTT. 15-1 8" X 16" GONr, TIE BM. W/ 2 # 5 TOP / 2 # 5 BOTT. #a STIRRUPS AT 48" CO. T.O. AND AT EACH CORNER 5-2 12" X 22" GONG. BM. W/ 3 # 6 TOP / 5 # 6 BOTT. / 5 #5 STIRRUPS AT 8" CO. EACH END WB-I (2) 2" X 12" WOOD BM. FL I ^OOD NA NC==; 5�HEDULE WITHIN 5-0" OF ROOF EDGE & WALL PANEL EDOE5 8D HOT DIPPED GALV. RING 5HANKED NAILS (z3 4" O.G. BALANCE / FIELD SD HOT DIPPED 6ALV. RING SHABKED NAILS @ 6" O.G STRAI MARK MODEL NO. FASTENERS ALLOW UF LIFT GB66 (2) J" X 8" THRU BOLTS -4200 LB. 2 TS-18 (14) 161 D -ciao L8. S 75-22 (IS) 16 D -1215 LB. 4 (2) TS-22 (18) 16 D -2430 LB. �j LU526 (4) 10 D X I2" HEADER (4) 10 D X 1�" .JOIST -1115 LB. ALL STRAP ANCHORS NOTED ARE MRGR. BY SIMPSON STRONG. TIE ALL 571JD BEARINCG AALL5: SP--e W/ (ro) IOD X 1 i%" EACH STUD TO PLATE CONNECTION TOP AND BOTT. C-'7- EACH 5711D ARC,H1TEGTURE AND PLANNING 16 SOUTH RIVER ROAD 5DNALL5 POINT, FL. 34cici6 OFFICE: ii2-223-1-755 at i 1�r DIRAM BY �NGF ChECKED BY �NG F DATE AFR I L 14, 2018 SCALE AS NOTED im e la REVISIONS8 M SGALE: 1/4" = I'-V 2 O 7 GARY FOYSEL UPPER ROOD FR AM I NG FALN TS-1 8" X 16" GONG. BOND SM. W/ I # 5 TOP / I # 5 BOTT. 5-1 6" X 16" GONG. TIE BM. W/ 2 # 5 TOP / 2 # 5 BOTT. #3 STIRRUPS AT 45" OG. T.O. AND AT EACH CORNER 5-2 12" X 22" GONG. SM. W/ 5 # 6 TOP / 3 # 6 BOTT. / 5 #3 STIRRUPS AT 8" OC. EACH END WB-I (2) 2" X 12" WOOD SM. PLYWOOD NA I L I NCB SCHEDULE: WITHIN W-O" OF ROOF EDGE # WALL PANEL EDGES 8D HOT DIPPED GALV. RING, 5HANKED NAILS ® 4" O.G. BALANCE / FIELD 8D HOT DIPPED GALV. RING 5HABKED NAILS ® W O.G STRAP ANCHOR SCHEDULE MARK MODEL NO. FASTENERS ALLOW OF LIFT I GB66 (2) 1" X 8" THPU BOLTS -4200 LB. 2 T5-18 (14) 16 D -430 LB. 3 TS-22 (15) I6 D -1215 LB. 4 (2) TS-22 (15) 16 D -2450 LB. rj LU526 (4) 10 D X 1�" HEADER (4) 10 D X 1 �" 1015T -1115 LB. ALL STRAP ANCHORS NOTED ARE MR&R BY SIMPSON STRONG. TIE ALL STUD BEARING WALL5: SP-8 W/ (6) 100 X 1)�" EACH STUD TO PLATE CONNECTION TOP AND BOTT. OF EACH 5TUD 1) STRUCTURAL NOTES: A. STRUCTURAL DRAWIN65 SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO VERIFY DIMENSIONS, LOCATIONS OF DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, RESLEET5, BOLT 5ETTIN65, 5LEEVE5, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EOUIPTMENT SHALL BE VERIFIED WITH EQUIPTMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR APPROVAL A DRAWING DETAILING THE OPENINGS, LOCATIONS AND SIZE PRIOR TO CONSTRUCTION. NO PENETRATIONS OF ANY STRUCTURAL MEMBER NOT SHOWN ON THE STRUCTURAL DRAWINGS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. C, ALL WORK TO BE PREFORMED IN ACCORDANCE WITH ALLSTATE, COUNTY, AND OR MUNICIPAL CODES AND ORDINANCE5. D. CONTRACTOR SHALL OBTAIN THE LATEST SET OF DRAWINGS INCLUDING ANY REVISIONS BEFORE STARTING CON5TRUGTIONS. E. ALL DETAILS, SECTIONS AND NOTES 5HONW ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OR SHOWN. F. COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6. WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAL NOTES SHALL TAKE PRECEDENCE. 2) ELEVATIONS: A. SEE PLANS FOR FINISH FLOOR ELEVATIONS, FOOTING, COLUMN AND BEAM HEIGHTS. 3) CONCRETE: A. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS F'C= 5,000 PSI. B. TEST: A MINIMUM OF 5 CONCRETE SPECIMANS SHALL BE TAKEN FROM EACH 50 CU. YD. OR PORTION THEREOF. 5PECIMAN5 SHALL BE TESTED ACCORDING TO ASTM A-39, ONE AT 5, ONE AT -7,AND 3 AT 28 DAYS. C. REINFORCING COVER: CONCRETE DEP051TED AGAINST THE GROUND...............................5" FORMED CONCRETE AGAINST THE GROUND....................................2" BEAMSAND COLUMNS..................................................................................1 I/2" 5LAB5...................................................................................................................5/4" SLA55 ON GROUND (BOTTOM) ................................................................I R/T SLABS EXPOSED EXPOSED TO WEATHER................................I" 4) SLAB ON FILL: PLACED IN ACCORDANCE WITH AGI 302 A. VAPOR BARRIOR: WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINT5) WITH PERMEANGE OF LE55 THAN 0.5 PERM5 IN ACCORDANCE WITH ASTM E-q& SHALL BE PROVIDED UNDER INTERIOR SLABS. B. WHERE NO VAPOR BARRIOR IS USED THE 5UEGRADE MUST BE DAMPED WITH WATER IN ADVANCE OF CONCRETING. NO FREE WATER STANDING ON THE SOIL NOR ANY MUDDY OR SOFT SPOT 15 PERMITTED. C. ANY STRUCTURAL MEMBER PENETRATING 5LA135 ON FILL 15 TO BE ISOLATED WITH 1 1/2" THICK PRE -MOLDED JOINT FILLER COMPLYING WITH A5TM D-1152, TYPE. D. FINI5HING: NO PREMATURE FINISHING SHALL BE ALLOWED. IMMEDIATLY FOLLOWING FLOATING TROWELING, WITH STEEL TROWEL5 SHOULD BE COMMENCED IF REQUIRED. BROOMING SHALL BE DONE AFTER THE STEEL TROWELING OPERATION. BUILDING ......................STEEL TROWEL FIN15H OUTSIDE 5LA55........BROOM FIN15H 5) REINFORCING STEEL: A. REINFORCING BARS CONFORNG TO ASTM A-615 GRADE 60, INCLUDING COLUMN AND BEAM TIES. B. MI-DED WIRE FABRIC CONFORMING TO A5TM A-165 AND SUPPORTED ON SLAB BOLSTERS SPACED AT 5'-O"OG. C. FABRICATION AND DETAILING ACCORDING TO AGI-315. D. ALL ACCESSORIES TO HAVE UPTURNED LEG5 AND BE PLASTIC DIPPED AFTER FABRICATION. 6) MASONRY WALLS: A. BEARING MASONRY SHOWN IN PLAN SHALL BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING POURED. B. NON -BEARING MA50NRY 5HOWN O IN PLAN SHALL BE ERECTED AFTER THE CONCRETE STRUCTURE IS POURED AND ALL SHORING HAS BEEN REMOVED. HOLD CLEAR OF OVERHEAD CONCRETE UNTIL ANTICIPATED DEFLECTION HAS OCCURED. C. MORTOR: CONFORMING TO A5TM C-210, TYPE "M" (2500 PSIJ D. CONCRETE LINTEL5: OPENINGS UP TO 4'-0" 8" X 4" WITH 2 # 4 OPENIN65 UP TO 8'-0" 8" X 4" WITH 2 # 4 TOP AND BOTT. E. PROVIDE DOVETAIL ANCHORS AT INTERSECTION OF NON -BEARING MASONRY WITH STRUCTURAL CONCRETE COLUMNS AND WALLS. -7) GENERAL BEAM SCHEDULE NOTES: A. SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM NOTED OTHERWISE. B. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH TOP SAP FROM ADJACENT BEAM. C. ALL CONCRETE SEAM5 OTHER THAN TH05E WITH THE PREFIX TB SHALL BE POURED PRIOR TO PLACING THE BLOCK BELOW. D. ALL THE BEAM REINFORCING SHALL BE CONTINUOUS THPU BEAMS ONLY. E. ALL THE BEAM TOP REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDIN6 DIAGRAM. F- DROP BOTT. OF BEAMS AS REQUIRED AT WINDOW AND DOOR HEADS (28" MAX.) AND ADD 2 # 5 BARS BOTT. IF DROP EXCEEDS W. G- THE BEAM SCHEDULED DEPTHS ARE MINIMUMS AND MAY BE INCREASED (8" MAXIMUM TO FIT BLOCK WORK). ►+• ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 8" MINIMUM INTO 6001pOMTS UNLLSO OTHIIII51RWII NOTIMP, PROVIM Z # 5 GORNLIM DARS AT ALL SHAM INTERMWrIONS ( 00" Lr*5 MINIMUN ) e) TIMBER: ,ARGHITEGTUR AND PL4NN I NG 16 SOUTH RIVER ROAD SEWALLS FO I NT, FL. 34cici6 OFFICE: 772-223-1755 c- I to 1� -;* tyl - 4 i DEC 1 3.2018 rmitting Departme ;t. Lucie County, FI 0 w Q LU ■ V tu Q U 0L DRAM 19Y WGP chr:01<m BY WGP DATE APRIL 14, 20N SCALE AS N07FD W. 115 REVISIONS: A. ALL TIMBER TO HAVE A MINIMUM STRESS GRADE F= 1,200 P51 AND 5GALE: 1/4" = 1'-0" E=1$00,000 PSI. • ALL ROOF ELEMENTS TO BE SECURED TO BEAM OR OTHER STRUCTURAL ELEMENTS WITH HURRICANE STRAPS. %. TRU555 MANUFACTURER TO SUBMIT SHOP DRAWING5 SIGNED AND SEALED BY A FLORIDA ENGINEER. J �"' LOWER LE\/EL PLAN �"' GROUND FLOOR PLUMBING PLAN ---------------------- " TO J AND !F I ELD 3" VTR DBL. SINK W/ DISPOSAL LAV 1 1/2" Lf N lIN NEW co NEW WG WG CO TO GRADE 51, 211 all SHOWER 4" TO EXISTG. SEPTIC TANK AND DRA I NF I ELD 2" STUDOR VENT CO TO GRADE GO / NEON <TGHEN 4" TO EXISTG. SEPTIC TANK AND DRA I NF I ELD SAN I AR"" R I R� FLUM5 1 NO NOTES: I. PROVIDE WATER -HAMMER ARRESTORS ON ALL QUICK GL051N6 VALVES. PER F.B.G. 2a03.5 / MFGR. SPECS. 2. PROVIDE A WATER HEATER RELIEF VALVE 7 PIPING TO EXTERIOR SREEN AREA. 5. PROVIDE AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL ON ON ALL ELECTRIC WATER HEATERS (STORAGE WATER HEATING EQUIPTMENT). PER I rAd LE LIM pr"AA02022 SECOND FLOOR PLUMBING PLAN NTS. 6ARY FOkNELL ARGHI TEGTURE AND FLANN I NO 16 SOUTH RIVER ROAD SEV4ALLS POINT, FL. 34aci6 OFFICE: 772-223-1-155 VA" DEC 1 3.2018 Permitting Departmf St. l t iris* re%c %" .., , 0...� } Q LL W Q o c� LL ty Z � LLl • v Q lu Q Z v � J � DRAWN BY N&F CHECKED BY iN&F DATE APRIL 14, 2018 SCALE AS NOTED JM NO. 18 REVISIONS: 14 OF 17 SG,4LE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" A/C EGUIPTMENT SCHEDULES: 67AR"'r FOAELL NOTE: AHU SHALL HAVE A GONDEN5ATE OVERFLOW THAT WILL AUTOMATICALLY SHUT DOWN THE A/G SYSTEM / THE DEVICE SHALL BE ATTACHED TO THE SECONDARY DRAIN OUTLET ON THE AHU PROVIDE MIN. 4" CLEAR AROUND AHU UNIT ANGLE IRON SUPPOERT 2" X2' X I Y4" THICK (WELDED) ANCHOR TO 4" X 4' X Y4' PLATE R/A DUCT S/A DUCT AIR HANDLER UNIT L I NE5 PADS (4) %'4" COPPER COND. DRAIN W/ P-TRAP / GLEANOUT (TO EXTERIOR GREEN AREA R/A THRU LOUVER AHU MOUNTING DETAIL NTS. 2"X2"X2"XI GA. CLIP 2/ (20 5HHET METAL 5CREWS INTO U7 (2) 3f6' X 1 Y4" TA CON SCREWS (SPACE MAX. I' OC. ALL SIDES) MIN. 6" C SPACE 4 CooONL;)ENS I NC=; UNIT MOUNTINO DE12-2AIL NTS. I I I I I I I AG-1: CARRIER 5 TON G.U.-CAI &NAO6000G A.H.U.- F54GNFO6IL HEAT 10 KW. TOTAL CAPACITY-55,000 ELECT.-208-230-1 BRKR. GU-45 AHU-60 REF. LINES 7/8" 4 3/8" SEER.-16.5 AG-2: CARRIER 2 TON G.U.-CAI &NA024006, A.H.U.- FB4CNP025L HEAT 5 KW. TOTAL GAPAG I TY-24,600 ELECT.-205-250-1 BRKR. GU-50 AHU-45 REF. LINES 5/4" 4 3/8" SEER.-16.0 0 Perm St. I ARGHITEGTURE ,AND PLANN I N6 16 SOUTH RIVER ROAD SEWALLS POINT, FL. 34cig(o OFFICE: 772-225-1755 7i2-225-c1Q43 JEVEb DEC 13 2018 InegC ePartment sty, FL p � } L w Q Ow } LU w d v Q z z w — Q ,S) � cr Ll U VRAHN BY WGP GHEcXw BY WGP DATE A<PRI L 14, ZO 18 SCALE AS NOTED REVIS10N5: A/C -I GROUND AlCovoo FLOOR PLAN SGALE: 5/16" = 1'-0" Sr—CeONL7) FLOOR AIC, FLOOR PLAN SGALE: 5/16" = 1'-0" 5 OF 17 REVISED LOWER LEVEL ELECTRICAL FLOOR PLAN NEW E3ATH / ----_ ROOM I ff3 GFI I , \ 1 \ 1 GL6 FAN ---------- - - ---------------------4------ � I \ \\ I I \\ \ I I EX S CG. 5ATH J 1 F- - I 5E:DROOM II / I ' IL AG GOND. UNIT I \ FNAHUI - - - - - I GLO°u. I I I I I I I I I - -- NOTE: ALL CIRCUITS IN ALL I LIVING / KITCHEN AREAS SHALL BE ARG FAULT FA PROTECTVD AND TAMPERPROOF R0 GLN FAN FAN I ARG FAULT \ \ 1 \ 1 1 , I , I , ' I ARG ' ARG AR.G FAULT FAULT SD FAULT APZ \ FAULTI lw I I , � I I I 1 I I / � I � I I I -------------------------- I I I I I I I I I I I ELECTRICAL 5YMBOL5 xGL6 FAN I I "X4" (2 TUBE) FLUORE5ENT LIGHT GL6 MTD ® RECESSED LIGHT O SURFACE MOUNTED LIGHT EXHAUST FAN / LIGHT d7 WALL MOUNTED LIGHT 110 V DUPLEX OUTLET QUAD I10 V OUTLET IOV DUPLEX OUT. °"I &ROUND FAULT PROTECTED ® SPECIAL PURPOSE OUTLET SWITCH O EXHAUST FAN TELEVISION OUTLET CTV TELEPHONE OUTLET 11111110-1 ELEG PANEL 'a' FLOOD LOT. OIIOV SMOKE / CARBON MONOXIDE DETECTOR W/ BATT BACKUP / INTERCONNECTED i'�TE : A4L CIiRCUI75 IN ALL LIVING / KITCHEN AREAS SHALL BE ARG FAULT PROTECTED AND Tf�MPERPROOF 6FI ❑ GFI GFI I \ - ----L NDfi�-Y-- -----/-_- NENEW PAN PANEL '$' 'G' � GL:OS�.150 A. 150 A. r t�iFl GFI 1 I I I / \ r FAULltr -- I --��-- ARC \gyp ----- O O - - -OFF ARC -6 6FI T ARd I ' \ ARC I \\\ 6F, 'bf#I ❑❑ � 6I�FI �- __ F ULT- }� ( - -----�ARCL1I�Lr-A�1L�- FAULT FAULT FAULT �RAPr- I j I I / / ARC FAUL' / NOTE: ALL GIRGUIT5 IN ALL LIVING / I KITCHEN AREA5 SHALL BE ARG I FAULT PROTECTED AND TAMPERPROOF ---- "- --__'� ARG FAULT REVISED ELECO,7RICoAL FLOOR PLAN GARY FCkNELL ARCHITECTURE AND PLANNING 16 SOUTH RIVER ROAD 5EWALLS POINT, FL. 34aa6 OFFICE: 772-225-1755 REC VED DEC 3 2018 Permitting epartment St. Lucie ounty, FL AG GOND. / UNIT 2 T T AG GOND. UNIT 3 / SCALE. 1/4" = 1'-0" O } Q LL N i — IY l�- Q O Lu p Q/ tL Lu l �- Lu z O v Lu Q lu Q z v � � J Lnu, 1!L PRAM BY WGP CAMCA= BY WGP DATE APRIL 14, 2018 WALE AS NOTED JIM NO. 18 REVISION& NEW HOUSE PANEL '5' LOAD CALCULATION: USE LOAD EXISTG. HOUSE GROUND FLOOR (SOUTH 4.2 KW SIDE) 1414.0'15 KW. ® 5W / 5F. NEW HOUSE GROUND FLOOR (SOUTH 51DE) 1.2 KW 400 KW. ® 3W / 5F. A/C EXISTG. '1.5 KW EWH. 5.0 KW TOTAL 8.4 KW 1 5T 10 KW. AT 100% 8.4 KW A/C AT 100% 1.5 KW TOTAL 15A KW 15.41 KW X 1000 =66.5 AMPS 240 NEW 150 AMP PANEL ELECTRICAL S`r45OLS xCLG FAN I "X4" (2 TUBE) FLUORE5ENT LIGHT CLG MTD O RECESSED LIGHT O5 5URFACE MOUNTED LIGHT EXHAUST FAN / LIGHT WALL MOUNTED LIGHT 110 V DUPLEX OUTLET -+ QUAD 110 V OUTLET IIOV DUPLEX OUT. GROUND FAULT PROTECTED ® SPECIAL PURPOSE OUTLET SWITCH ® EXHAUST FAN �- TELEVISION OUTLET CTV N TELEPHONE OUTLET OPP7 ELEC PANEL '0' FLOOD LGT. SD I IOV SMOKE / CARBON MONOXIDE DETECTOR N BATT BACKUP / INTERCONNECTED MOTE: ALL GIRGUITS IN ALL LI\/IN6 / :I TCHEN AREAS SHALL BE ARG =AULT PROTECTED AND "AMPERPROOF NEW HOUSE PANEL 'C' CALCULATION: USE LOAD LOAD EX15T6. GARAGE BEING GOVERTED IN AC 2.81 KW SPACE g56A'7 KW. ® 3W / 5F. EXISTG. SECOND FLOOR g36.141 KW. ® 5W 2.51 KW / SF. A/C EXISTG. 1.5 KW EWH. 5.0 KW WA5HER 1.5 KW DRYER 5.0 KW REF. 1.5 KW RANGE 12.0 KW DISHWASHER 1.2 KW DISPOSAL 12 KW 2 SMALL APPL. GIRD. ® 1500W EA. 5.0 KW TOTAL 54.02 KW 15T 10 KW. AT 100% 10.0 KW 24.02 KW AT 40% 1/6 KW A/G AT 100% 1.5 KW TOTAL 21.10 KW 21.10 KW X 1000 = 112.g5 AMPS 240 NEW 150 AMP PANELBEING RELOCATED SERVICE LOAD CALCULATION: PANEL 'A' 53.0 KW PANEL S' 8A KW PANEL 'C' 54.02 KW TOTAL 15.42 KW 15T 10.0 KW AT 100% 10.0 KW BAL. (65.42 KW. AT 40%) 26.16 KW A/G #1 AT 100 % 1.5 KW A/C #1 AT 100 % 1.5 KW A/C #1 AT 100 % 1.5 KW TOTAL 58.66 KW 58.66 KW 240 X 1000 = 244.4 AMPS NEW 500 AMP SERVICE ELECTRICAL SPECIFICATIONS I DRAWIN65 ARE DIAGRAMMATIC AND SHALL NOT BE SCALED REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION 2 ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES HAVING JURISDICTION. 3 MINIMUM WIRE SIZE SHALL BE # 12 AWG. UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER WITH THAN OR THHN INSULATION. 4 ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERWRITES LABLE (U.L.) WHERE APPLICABLE 5 THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 6 THE ELECTRICAL TELEPHONE AND GABLE TELEVISION INSTALLATIONS SHALL MEET ALL REQUIREMENTS BY THE LOCAL UTILITY COMPANIES. '7 ALL DISCONNECT SWITCHES SHALL BE RATED FOR 100,000 A.I.G. UNLESS OTHERWISE NOTED. ALL FUSES SHALL BE RATED FOR 200,000 A.I.G. AND SHALL BE CURRENT LIMITING. 5 ALL ELECTRICAL 5WITCH6EAR SHALL BE BY SQUARE D. ITE. OR CHALLENGER. SUBSTITUTES MUST BE APPROVED BY THE ENGINEER. ct OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS. PLASTIC BOXES MAY BE USED IN LIEU OF THE STEEL BOX WHERE PERMITTED BY LOCAL CODES. IN DAMP OR WET LOCATIONS BOXES SHALL BE MADE FROM CAST ALLOY WITH THREADED HUBS. SPECIAL ENCLOSURES ARE REQUIRED FOR OTHER CLASSIFIED AREAS. 10 SEPARATE WIRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED WITH FACTORY FABRICATED ASSEMBLY OF INSULATED CONDUCTORS IN A FLEXIBLE METALLIC ENCLOSURE WHERE PERMITTED BY LOCAL CODES. II MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH OVERLOAD RELAYS IN EACH HOT LEG. IT SHALL BE THE ELECTRICAL CONTRACTOR TO PROVIDE ALL STARTERS WHERE REOU I RED. 12 FURNISH AND INSTALL DISCONNECT SWITCHES OVER CURRENT PROTECTION, AND WIRING FOR THE AIR CONDITIONING SYSTEM AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE TO BE SUPPLIED BY THE AIR CONDITIONING CONTRACTOR AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 13 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLA55 WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE ENGINEER OR ARCHITECT. 14 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PR06RE55 OF CONSTRUCTION. 15 THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LE55 THAN (1) ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHITCH MAY HAVE BEEN DAMAGED THEREBY. I6 ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK. ��Al �P M Iw. NEw 500 150 YrP AMP 190 DISC. METER I50 V ISO DISC. 150 WP 150 1 DISC. 3#3 Aw6 5 # 5 5#5 THwINI AW6 AW6 1/2" THM IN I THW IN i COND. 150 A 1/2" 150 A. 1/2, PNL COND. PNL COND. 150 A PANEL PNL B PANEL PANEL A $ # O COPPER 6ROUND TO CW PIPE, FT6. (2) 1" STEEL DRIVEN GROUND F-L# GTR I GAL P-15ER, E� I AG RAM I SED SECoOND FLOOR ELEC,7RkGAL FLOOR FLAN ELE�TRI�AL= NOTES: ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTG. CONDITIONS PRIOR TO STARTING WORK AND REPORT ANY DISCREPANCIES TO ARCHITECT 2 ELECTRICAL CONTRACTOR SHALL VERIFY ALL EGUIPTMENT LOADS AND BREAKER REQUIREMENT5 Al MANUFACTURE SPECIFICATIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO CON5TRU07UON. 3 ALL BEDROOM / LIVING AREA / KITCHEN CIRCUITS SHALL BE ARC, FAULT PROTECTED (N.E.C. 210.12(5) 4. ALL BEDROOM / LIVING AREA / KITCHEN CIRCUITS SHALL BE TAMPER PROOF GARY PONELL ARCH I TEGTURE AND PLANNING 16 SOUTH RIVER ROAD SEWALLS POINT, FL. 34aa6 OFFICE: 772-223-1755 .own, &WED 011 Ing C 13 Z018 Department de County, FL Fil Q� -AQ Lu O LLu } Lu ly z Lu v < z Lu Q z Q Lu � N VIRAM BY WGP c+r;cXw BY WGP VAOM APRIL 14, 2018 SCALE AS NOTED JIM NO. 18 REVISIONS: E-2 17 O -1