Loading...
HomeMy WebLinkAboutRevision Plans&W i I I I I I I I I I I I I I I I r---- - - - - - ' I I I TON ------------------- EGRESS 30. THR'D. REPLACE EXISTING I6, WINDOW W/ IMPACT B" RATED FRENCH DOORS PROVIDE 8" X 8" FORMED t POURED CONCRETE COLUMN— W/ 1 •5 BAR DRILLED 4 EPDXIED INTO FOOTING 4 INTO BEAM ABOVE 00" OVERLAP ON STEELY TYPICAL AT EACH SIDE OF NEW DOORS OIUNER's SUITE NEW SCREEN ENCLOSURE/ INSTALLER SHALL PROVIDE ENGINEERED DRAWINGS I I ALL WORK RELATIVE TO POOL INSTALLATION IS COMPLETED UNDER SEPARATE PERMIT I STEPS WET DECK AREA BENCH EDGE 1 TWO M PCS.1 3/4" 16" MICROLAM BEAM NAILED TOGETHE (COMPOSITE BEAM) ------- ------- EXISTING 6" X b" POST EXISTING DOUBLE PLY GIRDER TRU55 IN EXISTING COLUM.__ _1- 1 PROVIDE SHORING PRIOR TO REMOVAL 1 OF COLUMN/ SEE HORING DETAIL ON SHEET 01 VE COED LANAI 10'-0" CEILING HT, I I I I I NEW 8" W X Y CONCRETE CURB W/ 2 05 BARS CONTI UOU5 FOR POCKET 5,GD, r REPLACE EXISTING S,GD,W/ I IMPACT RATED POCKET S,GD, ANCHOR LEGEND MARK OALLOWED MAXIMUM UPLIFT SIMPSON MODEL NUMBER QUANTITY, SIZE 4 TYPE OF ANCHORAGE REQUIRED A 2300 ABUbb 6/8" ANCHOR BOLT / 12 - 1I l 2 - I/2" MACHINE BOLTS 4 0 4 0 CCII M 4 MACHINE BOLTS TO BEAM 2 MACHINE BOLTS TO POST F5_ STRAP NEW MICROLAM BEAM TO BOTTOM CORD OF EXISTING TWO PLY GIRDER W/ 1/2" X 4 1/2" LAG BOLTS 6 24" O.C. STAGGERED —STRAP NEW MICROLAM BEAM TO CO'-UMN5 AT EACH END W/ TWO (2) LSTAI8 FLAT STRAPS W/ 14 - IOd Q each EXISTING 6" X 6" POST IN EXISTING COLUMN COFFEE ALCOVE 9'-O" FLAT CEILING GRILL GRILLING PORCH SINK l 9'-0CEILING HT, I REPLACE EXISTING FRENCH DOOR W/ NEW IMPACT RATED UNIT\ GENERAL NOTES, * CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG. W/ TRUSS MANUF, , # CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION $ DUROCK SHALL BE USED IN ALL DAMP LOCATIONS= g * PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS * WINDOWS SHALL BE HEAVY DUTY ALUMINUM W/ IMPACT RESISTANT GLASS, FRAME COLOR TO MATCH EXISTING 4 SCREENS g * SIZES INDICATED AT ALL DOOR 4 WINDOW OPENINGS ARE NOMINAL AND MUST BE VERIFIED W1 MANUFACTURER FOR ACTUAL SIZE AND ROUGH OPENING * TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS * EXTERIOR DOORS 4 WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL WIND PRESSURE AS REQUIRED BY F,B.C. 2014 - 110 M.PA, WIND LOAD * ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED C� # ALL STRUCTURAL FRAMING TO BE HEM FIR 02, SPF $1, SOUTHERN PINE #2 OR rrlfj APPROVED ALTERNATE W/ fb=1000 Phi MIN, - NON - STRUCTURAL FRAMING MAY "STUD" BE SELECTED SPECIES - GRADE * ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH F.B.C, 2014 _l * ALL WORK RELATIVE TO THE GAS INSTALLATION SHALL BE PERFORMED UNDER p p A SEPARATE PERMIT - ------------------------ 6CRN DOOR I RELOcj Xtr) Ate SS WOOD CASED Q 2" X 8" OPENING FRAME WALL 8+ 0 I'It('id�sSVlr� _' o O 1 O O C LIVING 0011 %LEVEL r I CATHEDRAL CEILI G l WOOD FLOOR to" X to" OOD O O O O TRIMMED COLUMN I TOP EXISTING SLABW/ 5" (+ / •) EXISTING FIREPLACE I I CONCRETE TO MATCH FLOOR TO BE R MOVED/ DINING FLAT SCREEN TV (BY OWNER) LEVEL OF FOYER, ITGHEN, ETC, CHIMNEY ABOVE ROOF SH LL REMAIN I I 9'-0" FLAT CEILING DOWEL NEWLY TORPED SLAB TO 1 r 36" HIGH WALL W/ GRANITE j EXISTING W/ 24" L NG #5 BARS na 1 CAP 4 WOOD TRIM 48" O GJ DOWEL t EPDXY INTO ( EXISTING SLAB 12" t EXTEND 12" p o I INTO NEW % 1 = O O O i O O C=-_ I PROVIDE 4" 60N TAI'\CONS DOWELED t 10 X 10 OOD I EPDXIED �0 EX TING SLAB 2" t EXTENDIN TRIMMED COLUMN I LEVEL NTO NEW TOPPING 2" Q 48" O.C. EACH WAY /777, 77777- ��-� f I 10" X to" WOOD/ \' - ` x 10" X loll WOOD CLEVEL I TRIMMED COLUMN WI TRIMMED COLUMN I T Ih�5TALL NEW BUILT-IN _ " [� INST�LL NEW BUILT -Its I 8100KCASE t SH,�VES © JI J I {J B001KCAS < SHELY�S L - - - - - - - - - - - - - - - - - - -I SOFFIT TO BE REMOVED SOFFIT TO BE REMOVED I I FO R I I I CATHEDRAL I I- - - - _ I CEILI G -� � 9'-0"AFF.i r-----1 7(MATCI4,, R NS ST AB E t0 X 10 COLUMNS Fr TRIMMED OUT t 1 T ATED UNI PAINTED STING SIZ I -- - - - - - - - - - - - - - - - -I Rr 'OPEN TO OPEN TO 3'O'X6'8" FOYER LIVING ROOM a 2" X 80" 1 12" X 80" 1 REPLACE IEXISTING 1 FRONT DC OR 4 51DELITES W/ IMPAC RATED UNITS r 36" HI WALL W/ WOOD TRIM ENTRY MATCH EXISTING SIZES) - S ELVES GRANITE TOP WOOD BASE N� TR i F CATHEDRAL CEILING - ---------- - - - - - - - - - - - - - - - -- DINING ROOM I I I DINING ROOM ELEVATION LIINGROOM- - - - - -------------- 1/411 = I'OII I I I I I NOOK 9'-0" FLAT CEILING VERIFY 6" CONCRETE G x I I EXISTING AHU FILLED CELL W/ 105 DOqTHERW16 \I IN ATTIC THIS SIDE OF WINDOW (PROVIDE FORMED t PCOLUMN AS ON WEST SSHY( r------ _ KNEE SPACE ISLAND (6' X ID-) 3b" HT, FARM BELOW WINE SINK LL FER GHI Lt k DISPO CIO I I I - D/W VEG. SINK W/ El DISPOSER _ -1 M KITCHEN OVEN 11 DW R.,9'-0"FLAT CEILING 1 12'4%" 4'0" GAS RANGE d W/ EXH, HOOD r N I \ DRYER ASHER LAUNDRI -- -- LIN, GLO, C�7 I I I I EXISTING POOL t SPA EQUIPMENT I I i I I d q ST, LUCTF BOUNTY RTTLPT p+ EDF EBVIFRREVE DATE PLANS�O PFRYTIT ?Ti' 'T AE TiMPT ON OR NO TNSPECEION�\'ILL 089 NEW - (r EQUIPMENT o a n ENCLOSURE - Ng a SEE DETAIL THIS SHEET THESE PLANS TO ANY CORRECTIONSAND ALL pRoPOSED OR I I I I I I I I I I I I 1 I I I I EXISTING 35 T i A/C COMPRES R i - - - - - - - - - - - - - - I EXISTING EQUIPMENT PROVIDE I" SPACE SCREEN WALL BETWEEN SLAB t EQUIPML ARE SUBJECT BY FIELO INSPECTORS THAT REQUIRED MAY ad NS01I IN ORDER TO W TW A L APPLIDASLE CODES. Rriji COMPLY c,= CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE LUAL��EGENpGEND CONTRACTOR OF RECORD Q EXISTING 2" X 4" FRAME WALL � ® EXISTING 2" X 6" FRAME WALL ® EXISTING 8" C.M.U. WALL G� ® PROPOSED 2" X 4" FRAME WALL ® PROPOSED 2" X 6" FRAME WALL L1 ® PROPOSED 8" FRAME WALL 0 Y_ p STUCCO WASH t SMOOTH STUCCO TRIM BAND () +4' - 0" ABOVE GRADE CONCRETE FILLED U - BLOCK W/ 105 BAR CONTINUOUS 5/8" STUCCO (MATCH EXISTING TEXTURE) ON 8" X 16" CONCRETE BLOCK W/ WALL t 2" SPACE 9 HOUSE I POURED BLOCK CELLS 6 4 - OR O.C. — BASE 41WALL CABINETS WALL BARS DOWELED TO FOOTING t REMOVE EXISTING WINDOW ! I) HOOKEDBEAM REPLA E W/ NEW UNIT/ NEW SIZE 4" CONCRETE SLAB W/ 6 X 6 10/10 W.M.M. ON WELL I FINISH GRADE (IMPACTf RESISTANT) COMPACTED, POISONED HORIZQNTAL SLIDER SOIL I - O" GRADE IMPACT RESISTANT - _ _ _ �0' I p PROYI E 8" X 8° FORMED t 12" D X ZO" W CONCRETE FOOTING POURE4 CONCRETE COLUMN o J a W/ 2 ids BARS CONTINUOUS W/ 105 AR t EPDXIED TINDRILLED INTO F (30" At OVERLA ON _ _ _ ABOVE (30" OVERLAP ON _m ^ (` � I � � � �p STEELY TYPICAL AT WEST m X1 ¢ SIDE OF NEW WINDOW I — BASE t WALL CABINETS ISCREEN WALL DETAIL 1/^II = II-O II I LL I I RELOCATED RETURN 1 i AIR GRILL I T BEDROOM THE, i Nov 111 I i I � I►�I�)17 I I I I I I EXISTING WELL PUMP _ I I FL00R FLAN_ - ,I u I II EXISTING 15 TON I/4 ° 1 'O A/C COMPRESSOR REPLACE EXISTING OVERHEAD GARAGE DOORS W/ IMPACT RESISTANT Ci INSULATED UNITS (MATCH EXISTING SIZES) REPLACE EXISTING DOORX a o D UNIT 6' X T CART DOOR) MAIN GARAGE DOOR ! /_ A A (MATCH EXISTING SIZE) F11P Copy t�F I - 1611E 1 APR I 2 OF FOUR 4 d 0 0 IEAD _D d o D oD a d 5/8" LITE TEXTURE 0 D D —CONCRETE TIE BEAM W/ 4 • $5 STUCCO o D BARS OR PRE - CAST LINTEL \ I SEALANT P.T. 2" X WOOD BUCK ANCHOR TO CONCRETE W/ 1/4" TAP CONS W/ I" DIA, WASHER W/ 1 1/4" GONG. EMBED 8" O.C. FOR Ti LARGER OPENING IMPACT RESISTANT 12" O.C. FOR SMALLER OPENING VINYL WINDOW START 3" FROM EACH CORNER (TYPICAL ON ALL 4 SIDES OF WINDOW) SEALANT-- WOOD SILL (VERIFY 4 MATCH EXISTING) WASH ° Q ° POURED CONCRETE SILL W/ o D Q 1#515AR O D _ n 1� UJ INIDOIJ IDTAIL 11 1 1/211 = 11-0 NEW FIXED GLASS TRANSOM EXISTING OPENING) ENEW ENTRY DOORS 4 51DELITESSI EXISTING STRUCTURE NEW DOORS 4 SIDELITES IN EXISTING OPENINGS) 1/4 II G 11®II I I EXISTING I 2" V,TJZ. �T I DBL SINK T ELIMINATED) 2 I I DW ELIMINATED) RE -VENT ALL NEW I / PLUMBING FIXTURES 12" TO EXISTING V.TJ@, I NEW VEG 2" 2" SINK W/ DISPOSER NEW DW FARM 4" EXISTING SINK W/ PLUMBING LINE DISPOSER N.T,S, 8" X 16" CONCRETE BLOCK 5/8" STUCCO FILLED CONCRETE BLOCK CELL (OR FORMED 4 POURED) W/ 14115 BAR EACH JAMB CONCRETE SILL SEALANT BRICK MLD. 13/4" IMPACT RESISTANT FRENCH DOOR 1 1/211 0 11-0 n 1/2" DRYWALL ON I" X 2" P.T. FURRING 0 op- RIGID INSULATION e e 4 e dr° o ep 2" X 4" PRESSURE TREATED E DOOR CASING (MATCH EXISTING) a E FIR JAMB ALUM. THRESHOLD Pt 2" X WOOD BUCK ANCHOR TO CONCRETE 4 CONCRETE BLOCK W/ 4ILTI PIN DS ,1TT DIA.1 1/4" PENETRATION 'aa 16" O.G. MIN, OR 1/4" TAP CON SCREWS �1a 12" O/C FIREPLACE 4 ALL RELATED STRUCTURE UP TO INTERIOR CEILING SHALL BE REMOVED/ CHIMNEY, CHIMNEY CAP 4 ALL STRUCTURE E ABOVE CEILING SHALL REMAIN AS 1 IMPACT RESISTANT INSULATED OVERHEAD GARAGE DOOR GARAGE_ DOOR ATTACHMENT: 2" X 8" PT, WOOD BUCK TO CONCRETE T- 0" HIGH DOOR = 4 - 3/8" X 3" SLEEVE ANCHOR, ITT RAM5ET / RED HEAD 0 HN-3830 SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE TRACK BRACKETS TO F.T. BUCK 1- 0" HIGH DOOR " 5 - 3/8" X 1 1/8" LAG. SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE 1 1/211 = 1'-c S � L4 a w x w = m� NEW IMPACT RESISTANT HORIZ, SLIDER NEW IMPACT WINDOW EXISTING STRUCTURE UJINED LOAID INFO MATION CODE EDITIONS: 2014 FLORIDA BUILDING CODE CHAPTER 6 OF ASCE 1- 10 BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED: 110 MPH NOMINAL DESIGN WIND SPEED: 132 MPH RISK CATEGORY: II WIND IMPORTANCE/ USE FACTOR: L O INTERNAL PRESSURE COEFFICIENT- + .18/ - ,IS EXPOSURE CATEGORY- 11511 WALLS (ENCLOSED): 33 PS,F, IMPACT PROTECTION; IMPACT RESISTANT DOORS 4 WINDOWS COMPONENTS E CLADDING: ZONE 4 ZONE 5 10 SQ, FT, _ + 40,0/ -41b P S.F, 10 SQ, FT, _ + 44,0/ -58.8 PS,F, 20 SQ, FT, _ + 42,0/ - 45,6 PS,F, 20 SQ, FT, _ + 410/ - 54.9 PS,F, 50 SQ. FT, _ + 39,3/ - 43,1 P S,F, 50 SQ, FT, _ + 39,3/ - 49b PSY, 100 SQ, FT, _ + 31,4/ - 41.0 PS.F, 100 SQ, FT, _ + 31,4/ - 45,6 P.61, ALL DOORS E WINDOWS TO BE INSTALLED AS PER PRODUCT APPROVAL EXISTING CONCRETE TIE BEAM NEW .� WOOD CASING rlrr I I11II / IIIIII. REMOVE IIIIII' EXISTING I II II i SCsD„ I BUCKS, III I TRACK, ET8 I I I I IIIII' I IIIII, I IIIIIi �� I IIIIIi '� I IIIIII \ I IIIIIi I IIIIII � I I I I I I II I I IIIIII (IIIIII I IIIIII I I IIIIII I IIIIII I IIIIII 2" X 4" BLOCKING fit 24" O,C. 2" X 8" P.T. TOP PLATE W/ 2 - 8" GALV, DECK SCREWS 9 16" O.CJNTO LEDGER 4 TRUSS P.T. 2" X 8" 'A 16" OG, 1/2" CDX PLYWOOD, 300 FELT, WIRE LATH 4 STUCCO 2" X 4" P.T. NAILER$ 51 32" O C, W/ 3.3" TAP CONS TO GONG, 4 4 - GALV, IOd NAILS TO 2" X 8" DEL. 2" X 8" P.T. BOTTOM PLATE W/ STAGGERED JOINTS NEW HEAVY DUTY SLIDING GLASS POCKET DOOR W1 IMPACT RESISTANT GLA55 NEWLY TOPPED LIVING ROOM SLAB (5" CONC. +/-) PROVIDE 8" W X 3" CONCRETE CURB W/ 2 05 BARS CONTINUOUS FOR NEW POCKET $.GD. TRACK ` EXISTING FOOTING 4 SLAB 1/211 m 1'-OII 12 5 VERIFY EXISTING ROOF PITCH EXISTING TWO PLY GIRDER TO REMAIN IF SPLICE EXISTS 6 AREA OF CENTER COLUMN BEING REMOVED PROVIDE 1/2' PLYWD, GUSSET EA, SIDE EXISTING T 4 G CEILING NOTE: FULLY SHORE EXISTING STRUCTURE PRIOR TO REMOVAL OF CENTER COLUMN 6 COVERED LANAI SEE SHORING DETAIL ON SHEET 01 ALL SHORING SHALL REMAIN IN PLACE UNTIL NEW BEAM 15 FULLY INSTALLED 4 STRAPPED EXISTING 4" CONCRETE SLAB WJ 6 X 6 10/10 WUJM, ON WELL - COMPACTED, POISONED $OIL 4 CONT, 6 MIL, VAPOR BARRIER NAILING SCHEDULE ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTES 5/8" CDX ROOF SHEATHING ad 6" O.C, 6" O,C, 3" O.C. EDGE 4 3" O,C, FIELD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING ad 4" O C, 6" O.C. 8'- 0" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING ad 6" O,C, 6" oz, 3/4" T 4 G FLOOR SHEATHING ID d 6" O C, 6" O.C, GLUE ALL PLYWOOD (PL400 OR EQUAL) STUD TO 2 X 12 HEADER 16 d 3 PER HEADER PLY BASE SHEET NAILING 6" O.C. 1181141111 HARD( PLANK LAP SIDING ad GLUE/ BLIND NAIL 6 TOP 16" O.C1 CAULK BOTTOM EDGE ROOF SHEATHING USE 8d RING SHANK NAIL ALL NAILS TO BE GALVANIZED 0 0 DOWEL NEW SLAB TO EXISTING W/ 1/4" X 3" TAPCONS AT 12" O.C, STAGGERED W/ I" MIN, IMBEDMENT INTO EXISTING SLAB DBL.2" X 4" TOP PLATE 2" X 4" STUDS as 16" 0/C 8" CBS, FILLED CELL W/ 1- 05 BAR PROVIDE 010 X 5" TAPCON SCREWS 6 16" O/C INTO BLOCK WALL 2" X 4" SILL PLATE EXISTING CONCRETE TILE ROOFING + 10'- 0" BEARING HT, EXISTING DRIP, FASCIA 4 SOFFIT TWO (2) PC5,1 3/4" X 16" MICROLAM BEAM NAIL NEW MICROLAM BEAM TO� BOTTOM CORD OF EXISTING TWO PLY GIRDER TRUSS W/ 1/2" X 4 1/2" LAG BOLTS to 24" O.G. STAGGERED STRAP NEW MICROLAM TO COLUMNS J AT EACH END W/ TWO (2) LSTAI8 FLAT / STRAPS W/ 14 - IOd 6 EACH COLUMN BEYOND POOL DECK W/ DECK 0 DRAIN CHANNEL Lti LL Cn fi 0' - O" Fri. 6 PORCH Z } z LL1 Lu N QL 4" MIN, 2500 PSJ, MIN, fl FIBERMESH CONCRETE Ie '4 ^, 4.4 EXISTING SLAB 4 NEW SLAB 4 6 MIL, VAPOR BARRIER ON 2500 P,51 COMPACTED $ TERMITE TREATED SOIL 111 � 11011 DOWEL NEW SLAB TO EXISTING W/ 8" LONG 05 BAR DOWELED $ EPDXIED INTO EACH aQ 12" O,C,-7 REPAIRS 24" WIDE 0 4" MIN, 2500 P,51 MIN, FIBERMESH CONCRETE e e EXISTING SLAB NEW SLAB 6 MIL, VAPOR BARRIER ON 2500 PS,I, COMPACTED 4 TERMITE TREATED SOIL a I f�; i rt s rl Ib 119 1 APR �� O OF FOUR RNA 1112M 1i1 = 11011 REPAIRS 24" AND WIDER File Copy THE SCOPE OF THE WORK SHALL INCLUDE THE FOLLO%ING 111 e II-011 -------------- --- I � I I I I I I I � REMOVE EXISTING \ \ WINDOWS 4 ENLARGE OPENING FOR NEW FRENCH DOOR FAIR `/ ! I � I I I I SCRN 11 DOOR _ REMOVE EXISTING WALL LIGHT REMOVE STUCCO FINISH 4 FRAMING MATERIAL TO EXPOSE REAR SIDE OF EXISTING 6" X 6" P.T. POST IN COLUMNS (2) NEW P.T. POST WILL BE SET IMMEDIATELY ADJACENT TO REAR SIDE OF P05T — REMOVE EXISTING SCREEN ENCLOSURE 4 SCREEN DOORS COLUMN TO BE REMOVED r• i SEE SHORING DETAIL THIS SHEET COVERED LANAI 10'-0" CEILING HT. • REMOVE EXISTING KITCHEN CABINETS, TOPS, APPLIANCES, ETC. • SAVE 4 SAFELY STORE APPLIANCES ;-F , qVE INTERIOR FRAME, NON LOAD BEARING WALLS AS INDICATED • REMOV EXI TINCx FI TO LI R (ALL STRUCTURE ABOVE CEILING &HALL'REMAIN INCLUDING CHIMNEY, CHIMNEY OV= EXISTING PLANTER BOXES AT FOYER • REMOVE': DOORS, WINDOWS 4 OVERHEAD GARAGE DOORS WHERE INDICATED • REMOVE EXISTING FANS 4 LIGHT FIXTURES WHERE INDICATED • SHORE UP 4 REMOVE EXISTING COLUMN a) CENTER OF COVERED LANAI AS INDICATED ■ REMOVE EXISTING SCREEN ENCLOSURE AT COVERED LANAI 4 GRILLING PORCH • INSTALL NEW IMPACT RESISTANT DOORS, WINDOWS 4 OVERHEAD GARAGE DOORS WHERE INDICATED • RELOCATE EXISTING ATTIC ACCESS 4 RETURN AIR GRILL A5 NOTED • INSTALL NEW COLUMNS 4 HALF WALL W/ GRANITE TOP BETWEEN DINING 4 LIVING ROOM • INSTALL NEW KITCHEN CABINETS, COUNTERTOPS, APPLIANCES, PLUMBING FIXTURES, ETC, ■ INSTALL NEW MICROLAM BEAM BETWEEN REMAINING COLUMNS AT COVERED LANAI (FOLLOWING REMOVAL OF CENTER COLUMN) • CONSTRUCT NEW 2" X 8" FRAME WALL W/ CASED 4 TRIMMED OPENING AT CORNER OF TE I DEMOLITION PLAN # 2 FLOOR PLAN # 3 EXTERIOR ELEVATIONS 4 DETAILS # 4 ELECTRICAL 4 HVAG PLAN NOTE: KELLY 4 KELLY ARCHITECTS IS NOT RESPONSIBLE FOR THE DESIGN OF A NECESSARY REPAIR, REPLACEMENT OR RENOVATION TO ANY UNFORESEEN, CONCEALED STRUCTURAL CONDITION EXPOSED DURING THE DEMOLITION PHASE OF A REMODELING PROJECT ANY 4 ALL EXPENSES RELATIVE TO SUCH A SITUATION SHALL BE THE RESPONSIBILITY OF THE OWNER MAIOIIN.sNOOKASINDICA • CONSTRUCT NEW, LOU), BUILT IN BOOKCASES BETWEEN FOYER 4 LIVING ROOM • TRIM OUT COLUMNS AT BOOKCASES • DRYWALL, TRIM 4 PAINT INTERIOR AS REQUIRED I THIS LIST IS NEITHER INTENDED TO BE ALL INCLUSIVE OF ALL NECESSARY I I WORK NOR USED FOR BIDDING OR PRICING PURPOSES I 1 I I I � I CONSTRUCTION OF THIS ADDITION IS A LEVEL 2 ALTERATION ACCORDING TO THE FLORIDA BUILDING CODE 2014, THE WORK I SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE 1 I I PROVISIONS OF THE FOLLOWING: + SECTION 601 - STRUCTURAL I I SECTION 608 - ELECTRICAL I SECTION 609 - MECHANICAL I SECTION 6 IO -PLUMBING BEDROOM TWO I I I I —I-1' r I II I r SCRNI 11 / DOOq II -- --- --- _ _— ----- -- —---- ________ _____ GRILLING PORCH GRILL 9'-O" CEILING HT. SINK � I 1 I _ REMOVE EXISTING DOOR rOVEN (SHALL BE REPLACED W/ REN ,/ FANEW, IMPACT RESISTANT UNIT) I I REMOVE ------ - --- ----Jl REMOVE EXISTING WALL LIGHT OUJNER S SUITE REMOVE EXISTING S G,D. j } -- (WILL BE REPLACED W/ NEW POCKET UNIT/ IMPACT RESISTANT) 5" STEP DOWN y ALL FIREPLACE STRUCTURE ABOVE CEILING (INCLUDING CHIMNEY, CHIMNEY CAP, ETC.) SHALL REMAIN AS IS WALL TO BE REMOVED y FLR.RECEPT. LIVING ROdM - T t 12'-8" CATHEDRAL CEITNG P�1iC r WOOD FLOOR r I r I L REMOVE EXISTING CEILINGLIGHT FIXTURES t CEILING FANSLLS, I EPLACE VED (UP TOFLR. RE�EPT. L STRUCTURE LL REMAIN) 30" HT. PLANTER BOX r r 1 \ ` 30" HT. PLANTER BOX F TO BE REMOVED- - _ r r ! ` TO BE REMOVED- - - - - 5" STEP DOWN r � - _-__ -__-_-I _ i--1—tea `_-__-_- - I REMOVE EXISTING -I I r REMOVE EXISTING SOFFIT 4 LIGHTS ABOVE SOFFIT t LIGHTS ABOVE CATHEDRAL CEILING LIGHT FIXTURE 'r!r\\� NOOK I / Jam- J II 11 `r REMOVE II I CEILING FAN I D/W 11r c J JI a I I � I I KITCHEN INE fi y y I I _II Z DINING I�CHILL REMOVE EXISTINGCABINETSjI4-� V Z TOPS, APPLIANCES, 11 11/ ATTIC LIGHTING,ETCI SAVES 11��1-III V ACCESS 1 SAFELY STORE APPLIANCES TO BE RELOCATED r__ B ti y a ` R/A I r I PANTR�I - - II= !I i / �r - �� G� �E r J1 CAB'T� REF- V- RELCd6ATED ytf REMOVE RECESSED LIGHTS A. 1 l I I 1 �Ir I I 1 REMOVE EXISTING 1 I LIGHT �IXTURE � I r I REMOVE EXIS NG ENTRY DOORS, FIXED GLA55 SIDELITES, 4 TRANSOM 1 I WINDOW ABOVk ENTRY I I LATH DRAL I CEILI G I I I I I 1 I ——----------- �------------I i I I DRYER r ASHErFIF LAUNDRI' LIN, ---- CLO. REM IVE CEILING LIGHTTP- THIS HALLWAY I I I REMOVE EXISTING WINDgWS/ ENLARGE OPENING FOR NEW WINDOW UNIT (W' WIDE X 38" HIGH) FILL I LOWER PORTION OF OPEN NG/ POUR SILL FOR NEW NpOW I I I I I I I I $ I 57MDROOM THREE I � I I I I I I I 1 I I I GARAGE REMOVE EXISTING OVERHEAD GARAGE DOORS/ WILL BE REPLACED W/ NEW IMPACT RESISTANT 4 INSULATED UNITS - SAME SIZE I REMOVE EXISTI' DOOR/TO BE F W/ NEW, IMPACT UNIT RF;VIEWED FOR BL2LDLNG BIe TSTON RE5;4:2 L nC D P"L. UST BE KEPT ON JOB OR NO INSPECTION IVIU BE DTADE. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD TERMITE 7-117EArME1VT REQUIRED THESE PLANS .SU8jeCI' AND ALL PROP MAYREQUIRED BYF `D70 NYCRREAfSp CT'IQNgWORK COMPLYWHAsLAP LORDERro s�pEBECrOpS r ALL LEGEND �- EXISTING 8" CMU WALL TO REMAIN EXISTING 2" X ®" FRAME WALL TO REMAIN EXISTING 2" X 4" FRAME WALL TO REMAIN EXISTING 2" X 6" FRAME WALL TO BE REMOVED - EXISTING 2" X 4" FRAME WALL TO BE REMOVED 1/411 a II_011 ANT REC-7 F p' OCT 31 tu,l PEN!nITTING St. Lucie County, FL. File Copy H W �- � w w oc di cn s J � J �t W �L � 7�i i .L■ 16119 1 APR I N 1 OF FOUR I I I I I I I I I I I I I I I I I I I I I I I EXISTING p. I TON A.0 C M SS( NEW SCREEN ENCLOSURE/INSTALLER ! PROVIDE ENGINEERED DRAWINGS I I ALL OK RELATIVE TO POOL INSTALLATION IS COMPLETED r I I I I UNDER SEPARATE PERMIT I I I I STEPS LiI WET DECK AREA ANCHOR LEGEND MARK OALLOWED MAXIMUM UPLIFT SIMPSON MODEL NUMBER QUANTITY, SIZE 4 TYPE OF ANCHORAGE REQUIRED A 2300 ABU66 5/8" ANCHOR BOLT / 12 - Ibd / 2 -1/2" MACHINE BOLTS B 4040 CC6b 4 MACHINE BOLTS TO BEAM 2 MACHINE BOLTS TO POST F_ I I I I I BENCH EDGE I 1 GENERAL NOTES - * CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG. W/ TRUSS MANUF. * CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION * DUROCK SHALL BE USED IN ALL DAMP LOCATIONS * PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS * WINDOWS SHALL BE HEAVY DUTY ALUMINUM W/ IMPACT RESISTANT GLASS, FRAME COLOR TO MATCH EXISTING 4 SCREENS * SIZES INDICATED AT ALL DOOR 4 WINDOW OPENINGS ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER FOR ACTUAL SIZE AND ROUGH OPENING * TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS * EXTERIOR DOORS f WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL WIND PRESSURE AS REQUIRED BY F.B C. 2014 - 110 M.P.N. WIND LOAD * ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED * ALL STRUCTURAL FRAMING TO BE HEM FIR #2, SPF #I, SOUTHERN PINE 02 OR APPROVED ALTERNATE W/ fb-1000 PS.1. MIN. - NON - STRUCTURAL FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE * ALL WORK SHALL BE PERFORMED IN STRICT ACCO DANC WITH F.B C.2 14 ALL WORK RELATIVE TOT GAS INSTALLATION SHALL BE PERFORMED UNDER A SEPARATE PERMIT ------------------------- I SCRN 1 DOOR 1 --————————————————- � I � � I ` 20" X 32" X 14" D CONCRETE ® a BOTTOM 20" X 32" X 14" D CONCRETE \ PAD FOOFING W/ 05 BARS 3 ® Q TOP PAD FOOFING W/ #5 BARS _1@9"O.C.EACH WAY t - - - - - - - - - --------- 148" O.C. EACH WAY -_-___-__I I DOWEL NEW FOOTER TO EXISTING NEW P.T. b" X b" P ST5 (2) SET IN ABU66 POST BASE DOWEL NEW FOOTER TO EXISTING W/ TWO (2) 24" LONG #5 BARS/ DRILLED I BY SIMPSON 4 W/ Cbb POST CAP W/ TWO (2)16" LONG #5 BARS/ DRILLED 4 EPDXIED INTO EXISTING 4 EXTENDING 4 EPDXIED INTO EXISTING 4 EXTENDING GRILL TO NEW - - - I THREE (3) PCS. 1 3 " X 16" MIGROLAM BEAM - I INTO NEW EGRESS ! _ _ - - NAILED TOGETHE (COMPOSITE BEAM) -I ==C--- ----- ----- = p I SINK LI, _ _ - - _ - - _ __ _ - - - J Tl COLUMN T(ARO ND NEW POST)/EXISTING ❑ G R I LNG O R C H ?----------------1 _-------- - - - - -_ PROVIDE WIRE LATH 4STUCCO FINISH 9'-0CEILING HT. o. THR'D. EXISTING 6" X 6" POST IN I TO MATCH EXISTING REPLACE EXISk2UJOOD REPLACE EXISTING �e EXISTING COLUMN FRENCH DOOR WINDOW W/ IMPACT ei PROVIDE SHORIN(S PRIOR TO REMOVAL EXISTING b" X b" POST IN NEW IMPACT R RATED FRENCH DOORS OF COLUMN/ SEE HORING DETAIL ON SHEET #1 EXISTING COLUMN A PROVIDER"X8"FORMED4 COVE ED LANAI ` /1 POURED CONCRETE COLUMN 10'-0" CEIL NG HT. R Oqf TdD W/ 1#5 BAR DRILLED 4 EPDXIED I ATTIC \ 1 INTO FOOTING 4 INTO BEAM ABOVE 130°OVERLAP ON STEEL)/ TYPICAL AT EACH SIDE OF NEW DOORS OWNERS SUITE REPLACE EXISTING SGD.W/ E IMPACT RAT D POCKET SGD. - - - - - - - - - - - I6'O" _8'0" MATCH E ISTING SIZE COFFEE ALCOVE 9'-0" FLAT CEILING I EXISTING 5" STEP DOWNO v I I I loll X ID" uOOD - TRIMMED COLUMN LIVINGROOM EXISTING FIREPLACE I I A 1 2'4' CATHEDRA CEILING PEAK TO BE R MOVED/ DINING 11 WOOD FLOOR CHIMNEY ABOVE 1 1 9--0' FLAT CEILING I FLAT SCREEN _ _ ROOF SH LL REMAIN 1 = - - TV (BY OWNER) r 36" HIGH WALL W/ GRANITE CAP 4 WOOD TRIM I \ 10" X loll IJ00D = TRIMMED COLUMN I i � i \ EXISTING 5" STEP DOWN 0 i � v loll X loll WOOD ` 10" X loll WOOD TRIMMED GLUMN `TRIMMED COLUMN STALL NEW BUILT-IN EXISTING 5" STEP DOWN NSTALL NE BUILT-IN IB OOKCASE4SHELVES SHELVES 4SHELVES El L - - - - - - - - - - - - - - - - - - -I SOFFIT TO BE REMOVED SOFFIT TO BE REMOVED I I FD ER 1 CATHEDRAL - - - - - - - - - - - - 1 CEILI G (3Ov0 0 I LACE EXIST I loll X loll COLUMNS FIRE R NS AB j TRIMMED OUT 4 W/ IMP T ATED UNI CW PAINTED (MATHR'p STING SIZ - - - - - - - - - - - - - - - - OPEN TO OPEN TO FOYER LIVING ROOM 2 - 3'O'X6'8" 12" X 80" 1 12" X 80" REPLACE IEXISTING FRONT DC OR 4 SIDELITES W/ IMPAG RATED UNITS r 36" HI WALL W/ WOOD TRIM (MATCH EXISTING SIZES) _ GRANITE TOP ENTRY' I BOOK SHELVES WOOD BASE O' 011 FFLCATHEDRI L CEILING - . I - ---------- - - - - - - - - - - - - - - - - _ --- DINING ROOM I I I DINING ROOM ELEVATION LIVING ROOM - - - - ---------- - - - - - 1/4 I I I (LESS \ I CASED 2" X 8" OPENING FRAME WALL a0" NOOK 9'-0" FLAT CEILING r7_/I I -II VERIFY 8" CONCRETE III 11 EXISTING AHU FILLED CELL W/ 105 DOWEL Lx \I IN ATTIC THIS SIDE OF WINDOW (OTHERW - - - PROVIDE FORMED 4 POURED COLUMN AS ON WEST SIDE) KNEE ECYC r SPACE ISLAND (6' X I ') pARM HT. BELOW 36 WIN SINK[0: CHILE DISPO m - D/W VEG. SINK W/ El DISPOSER M IKITCHEN I OVEN I I DW . 19'-0FLAT CEILING I 1'4" I 4'$L - 5.&1 2,b" I2'41/2" 4'O" GAS RANGE W/ EXH. HOOD oil DRYER ASHER LAUNDR�r FFLr-,LO, --- - - -- w BEDROOM # TWO I I I I EXISTING POOL 4 SPA EQUIPMENT I I I I NEW EQUIPMENT ENCLOSURE - m SEE DETAIL THIS SHEET bb„ WALL LEGEND I O EXISTING 2" X 4" FRAME WALL ® EXISTING 2" X 6" FRAME WALL I ® EXISTING 8" C.M.U. WALL ® PROPOSED 2" X 4" FRAME WALL I I ® PROPOSED 2" X b" FRAME WALL I PROPOSED 8" FRAME WALL I I I I I 7 I I I EXISTING 35 TCN A/-C ---M PR OR -- - - - - EXISTING EQUIPMENT „ PROVIDE I SPACE SCREEN WALL I _ BETWEEN SLAB 4 EQUIPMENT — BASE 41WALL CABINETS WALL 4 2 SPACE 9 HOUSE REMOVE EXISTING WINDOW 4 REPLA E W/ NEW UNIT/ NEW SIZE 4" CONCRETE SLAB W (IMPACT RESISTANT) 6 X 6 10/I0 W1U M.ON ELL- COMPACTED, POISONED HORIZONTAL SLIDER SOIL IMPACT RESISTANT I o PROVIQE 8" X 8" FORMED 4 °' POURE CONCRETE COLUMN o W/ 1 l�5AR DRILLED 4 EPDXIED I FFFFFF������ It IN STUCCO WASH 4 SMOOTH STUCCO TRIM BAND + 4'- 0" ABOVE GRADE CONCRETE FILLED U - BLOCK W/ I #5 BAR CONTINUOUS 5/8" STUCCO (MATCH EXISTING TEXTURE) ON 8" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS -0 4'- 0" O.C. W/ 05 BARS DOWELED TO FOOTING 4 HOOKED TO BEAM FINISH GRADE .-`^ 9 -O' GRADE 12" D X 20" W CONCRETE FOOTING W/ 2 05 BARS CONTINUOUS NTO QT N % _ TDBRLAP EAPI - _ _ 'm - I I ( S EEU/ETYPICAL AT WEST O U I F M �I � T E SIDE OF NEW WINDOW —BASE < WALL CABINETS S C I Y W A L L D T A I 1/2'1 = I,_011 1 I I I RELOCATED RETURN 1 AIR GRILL 1 1 I BEDROOM # THREE I 1 I — I I I I I I I I EXISTING WELL PUMP __I FLOOR FLU N_ _ EXISTING I$ TON I/ 4 Il o li_O II A/C COMPRESSOR REPLACE EXISTING OVERHEAD - GARAGE DOORS W/ IMPACT RESISTANT a IN6ULAED UNITS (MATCH EXISTING SIZES) REPLACE EXISTING DOOR o = W1 IMPACT RATED U 6' X 1 CARIT DOOR) N GARAGE DOOR 4 GARAGE R A /_ E ((MATCH EXISTING SIZE) � l� t� File COPY ®BYISI®fE9 2 5 OCT I 1 Ibll9 l APR 11 2 OF FOUR 5/8" LITE TEXTURE STUCCO SEALANT IMPACT RESISTANT VINYL WINDOW SEALANT WASH al CONCRETE TIE BEAM W/ 4 -05 BARS OR PRE - CAST LINTEL P,T, 2" X WOOD BUCK ANCHOR TO CONCRETE W/ 1/4" TAP CONS w/ I" DIA, WASHER W/ 1 1/4" CONC, EMBED 8" OL. FOR 14 LARGER OPENING 12" OL, FOR SMALLER OPENING START 3" FROM EACH CORNER (TYPICAL ON ALL 4 SIDES OF WINDOW) WOOD SILL (VERIFY 4 MATCH EXISTING) 4 ° POURED CONCRETE SILL W/ D Q 10 5 BAR 0 D _ n &ILL UJfNDOuJ DETAIL 1 1/211 - 11-O II NEW FIXED GLASS TRANSOM (EXISTING OPENING• NEW ENTRY DOORS 4 SIDELITES.. EXISTING STRUCTURE NEW DOORS 4 SIDELITES IN EXISTING OPENINGS) 11411 = foil I I EXISTING JI 2�X V.T.R. " � I �T I DBL SINK T (ELIMINATED) ' 1- 2 I I "' I ow �. 1 ) ELIMINATED) / RE -VENT ALL NEW PLUMBING FIXTURES 1 121, TO EXISTING vT.R. 1 NEW VEG 2 2 11 SINK W/ DISPOSER 4" EXISTING PLUMBING LINE N.T.S, U NEW 211 DW FARM SINK W/ DISPOSER 8" X Ib" CONCRETE BLOCK 5/8" STUCCO FILLED CONCRETE BLOCK CELL (OR FORMED 4 POURED) W/ 105 BAR EACH JAMB CONCRETE SILL SEALANT BRICK MLD. 1 3/4" IMPACT RESISTANT FRENCH DOOR 1/2" = 11-011 1/2" DRYWALL ON 1" X 2" P.T. FURRING b o�. RIGID INSULATION a � 4 < v� 2" X 4" PRESSURE TREATED E DOOR CASING (MATCH EXISTING) �s E FIR JAMB ALUM. THRESHOLD P.T. 2" X WOOD BUCK ANCHOR TO CONCRETE 4 CONCRETE BLOCK W/ WILT[ PIN DS ,ITI DIA.1 1/4" PENETRATION 9 16" O.C. MIN. OR 1/4" TAP CON SCREWS 9 12" O/C I FIREPLACE 4 ALL RELATED STRUCTURE UP TO INTERIOR CEILING SHALL BE REMOVED/ CHIMNEY, CHIMNEY CAP 4 ALL STRUCTURE E ABOVE CEILING SHALL REMAIN AS I: 0 IMPACT RESISTANT INSULATED OVERHEAD GARAGE DOOR GARAGE DOOR ATTACHMENT: 2" X 8" PT. WOOD BUCK TO CONCRETE 1- O" HIGH DOOR " 4 - 3/8" X 3" SLEEVE ANCHOR, ITT RAMSET / RED HEAD • HN-3030 SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE TRACK BRACKETS TO P.T. BUCK 1 - O" HIGH DOOR " 5 - 3/8" X 11/8" LAG, SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE I I/211 = II-011 r v� � u a � Y Lu co NEW IMPACT RESISTANT HORIZ. SLIDER NEW IMPACT WINDOW EXISTING STRUCTURE WIND LOAD INFORMATION CODE EDITIONS, 2014 FLORIDA BUILDING CODE CHAPTER 6 OF A5CE1-10 BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED: 110 MPH NOMINAL DESIGN WIND SPEED: 132 MPH RISK CATEGORY: II WIND IMPORTANCE/ USE FACTOR: 1.0 INTERNAL PRESSURE COEFFICIENT: EXPOSURE CATEGORY: B WALLS (ENCLOSED)- 33 P.b,F. IMPACT PROTECTION- IMPACT RESISTANT DOORS 4 WINDOWS COMPONENTS 4 CLADDING: ZONE 4 ZONE 5 10 SQ, FT, _ + 40.0/ -41b P S,F, 10 SQ. FT, _ + 44,0/ -58.8 P,S,F, 20 SQ, FT, _ + 42,0/ - 4516 PS.F, 20 SQ, FT, _ + 42,0/ - 54,9 P S,F, 50 SQ. FT, _ + 393/ - 43,1 PS,F, 50 SQ. FT, = + 393/ - 4916 P,S,F, 100 SQ, FT, _ + 31,4/ - 41L P.S.F. 100 SQ, FT, _ + 31,4/ - 45b P,S,F, ALL DOORS 4 WINDOWS TO BE INSTALLED AS PER PRODUCT APPROVAL 1/211 = li-OII 12 �5 VERIFY EXISTING ROOF PITCH EXISTING BEAM TO REMAIN—\ IF SPLICE EXISTS 9 AREA OF CENTER COLUMN BEING REMOVED NAIL EXISTING EEAM TO NEW W/ Ibd EXISTING T 4 G CEILING NOTE: FULLY SHORE EXISTING STRUCTURE PRIOR TO REMOVAL OF CENTER COLUMN 9 COVERED LANAI SEE SHORING DETAIL ON SHEET NI ALL SHORING SHALL REMAIN IN PLACE UNTIL NEW BEAM IS FULLY INSTALLED 4 STRAPPED EXISTING 4" CONCRETE SLAB W/ 6 X 6 10/10 W.11M, ON WELL - COMPACTED, POISONED SOIL 4 CONT, 6 MIL VAPOR BARRIER NAUIV1; 5CHED1 LE NAIL EDGE FIELD ITEM SIZE SPACING SPACING NOTES 5/8" CDX ROOF SHEATHING 8 d b" O.C. 6" OL, 3" O.C. EDGE 4 3" OL. FIELD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 4" O.C. 6" O.C. 8'- O" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING 8 d 6" OL, 6" OL, 3/4" T 4 G FLOOR SHEATHING 10 d 6" OL, 6" O.C. GLUE ALL PLYWOOD (PL400 OR EQUAL) STUD TO 2 X 12 HEADER 16 d 3 PER HEADER PLY BASE SHEET NAILING 6" OL. 181141111 HARDI PLANK LAP SIDING 8d GLUE/ BLIND NAIL 9 TOP Ib" OLJ CAULK BOTTOM EDGE ROOF SHEATHING USE 8d RING SHANK NAIL ALL NAILS TO BE GALVANIZED DBL 2" X 4" TOP PLATE 2" X 4" STUDS 9 I6" O/C all C.B.S. FILLED CELL W/ 1 - 05 BAR PROVIDE 010 X 5" TAPCON SCREWS 9 16" O/C INTO BLOCK WALL 2" X 4" SILL PLATE MTSib W/ 14 - IOd OR 14 - IOd X 1 1/2 9 EACH EXISTING TRUSS EXISTING CONCRETE TILE ROOFING +10'-O BEARING HT. EXISTING DRIP, FASCIA 4 SOFFIT — THREE (3) PCS.13/4" X 16" MICROLAM BEAM CC66 POST CAP BY SIMPSON W/ FOUR (4) MACHINE BOLTS TO BEAM 4 TWO (2) TO POST — I" SMOOTH STUCCO FRIEZE VERIFY 4 MATCH EXISTING TRIM BAND — EXISTING 6" X 6" P.T. POST SET IN POST BASE/ FRAMED OUT TO 10" X 10" COLUMN WITH WIRE LATH 4 STUCCO FINISH REMOVE EXISTING FRAMING 4 FINISH SO THAT NEW POST MAY SIT TIGHT TO EXISTING — NEW 6" X 6" P.T. POST ADJACENT TO EXISTING SET IN ABUbb POST BASE BY SIMPSON W/ 5/8" ANCHOR BOLT 412 -16d NAILS — PROVIDE NEW 20" X 32" X 14" D COLUMN FOOTING ADJACENT TO EXISTING THICKENED EDGE W/ 05 BARS 9 8" O.C. EACH WAY — DOWEL NEW FOOTING INTO EXISTING W/ TWO (2)16" LONG 05 BARS/ DRILL 4 EPDXY BARS 8" INTO EXISTING FOOTING 4 EXTEND 8" INTO NEW rf. O' - O" F,F,L 9 PORCH U POOL DECK W/ DECK O DRAIN CHANNEL /211 = 110" DOWEL NEW SLAB TO 4" MIN, 2500 PS,I, MIN, EXISTING W/ 1/4" X 3" TAPCONS FIBERMESH CONCRETE AT 12" O.C, STAGGERED W/ I" MIN. IMBEDMENT INTO EXISTING SLA15-7 4,4 4. 4 EXISTING SLAB NEW SLAB 6 MIL, VAPOR BARRIER ON 2500 P,S,I, COMPACTED 4 TERMITE TREATED SOIL 111 = I1011 DOWEL NEW SLAB TO EXISTING W/ 8" LONG 05 BAR DOWELED 4 EPDXIED 11 REPAIRS 24" WIDE OR LESS 4" MIN, 2500 P,S,I, MIN. FIBERMESH CONCRETE INTO EACH �a 12 O C, TERMITE TREA o^e o — — Sn� 3i 4 n q 4 _4e n EXISTING SLAB NEW SLAB 6 MIL, VAPOR BARRIER ON 2500 PS,I, COMPACTED 4 TERMITE TREATED SOIL 111 = 11oll REQUIRED REPAIR$ 24" AND WIDER File Copy ttv c I I6 9 1 APR I OF FOUR E: ftg@.# 04 THE 6kGS OFE OF THE WORK SHALL INCLUDE THE FOLLOWING SHEET INDEX IIt - I' -Oil - -� I � I \ 11 SCRN I �`---- -- --- -IDOOR I I DOOR t I III I III I L I � REMOVE EXISTING \ WINDOWS 4 ENLARGE III 1 OPENING FOR NEW III REMOVE EXISTING WALL UG14T REMOVE STUCCO FINISH 4 FRAMING MATERIAL TO EXPOSE REAR SIDE OF EXISTING 6" X 6" P.T. POST IN COLUMNS (2) NEW P.T. POST WILL BE SET IMMEDIATELY - - _ - - - ADJACENT TO REAR SIDE OF POST - REMOVE EXISTING SCREEN ENCLOSURE 4 SCREEN DOORS COLUMN TO BE REMOVED r, SEE SHORING DETAIL THIS SHEET COVERED LANAI 10'-0' CEILING HT. 0(1) 0 REMOVE EXISTING S.GD, in REMOVE EX15TING KITCHEN CABINETS, TOPS, APPLIANCES, ETC. • SAVE 4 SAFELY STORE APPLIANCES ■ REMOVE INTERIOR FRAME, NON LOAD BEARING WALLS AS INDICATED • REMOVE EXISTING FIREPLACE 4 HEARTH • REMOVE EXISTING PLANTER BOXES AT FOYER ■ REMOVE DOORS, WINDOWS 4 OVERHEAD GARAGE DOORS WHERE INDICATED ■ REMOVE EXISTING FANS 4 LIGHT FIXTURES WHERE INDICATED ■ SHORE UP 4 REMOVE EXISTING COLUMN r1a CENTER OF COVERED LANAI AS INDICATED in REMOVE EXISTING SCREEN ENCLOSURE AT COVERED LANAI 4 GRILLING PORCH in INSTALL NEW IMPACT RESISTANT DOORS, WINDOWS 4 OVERHEAD GARAGE DOORS WHERE INDICATED In RELOCATE EXISTING ATTIC ACCESS 4 RETURN AIR GRILL AS NOTED ■ INSTALL NEW COLUMNS 4 HALF WALL W/ GRANITE TOP BETWEEN DINING 4 LIVING ROOM ■ INSTALL NEW KITCHEN CABINETS, COUNTERTOPS, APPLIANCES, PLUMBING FIXTURES, ETC, ■ INSTALL NEW MICROLAM BEAM BETWEEN REMAINING COLUMNS AT COVERED LANAI (FOLLOWING REMOVAL OF CENTER COLUMN) ■ CONSTRUCT NEW 2" X 6" FRAME WALL W/ CASED 4 TRIMMED OPENING AT CORNER OF EXISTING NOOK AS INDICATED ■ CONSTRUCT NEW, LOW, BUILT IN BOOKCASES BETWEEN FOYER 4 LIVING ROOM # 1 DEMOLITION PLAN # 2 FLOOR PLAN # 3 EXTERIOR ELEVATIONS 4 DETAILS 04 ELECTRICAL 4 HVAC PLAN NOTE; KELLY 4 KELLY ARCHITECTS IS NOT RESPONSIBLE FOR THE DESIGN OF A NECESSARY REPAIR, REPLACEMENT OR RENOVATION TO ANY UNFORESEEN, CONCEALED STRUCTURAL CONDITION EXPOSED DURING THE DEMOLITION PHASE OF A REMODELING PROJECT ANY 4 ALL EXPENSES RELATIVE TO SUCH A SITUATION SHALL BE THE RESPONSIBILITY OF THE OWNER ■ TRIM OUT COLUMNS ATBOOKCASES r—————————————————— ——————— —— — — — , in DRYWALL, TRIM 4 PAINT INTERIOR AS REQUIRED I I THIS LIST IS NEITHER INTENDED TO BE ALL INCLUSIVE OF ALL NECESSARY WORK NOR USED FOR BIDDING OR PRICING PURPOSES CONSTRUCTION OF THIS ADDITION IS A I LEVEL 2 ALTERATION ACCORDING TO THE FLORIDA BUILDING CODE 2014, THE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PROVISIONS OF THE FOLLOWING: SECTION 601 - STRUCTURAL SECTION 608 - ELECTRICAL SECTION 609 - MECHANICAL SECTION 6 10 - PLUMBING REMOVE EXISTING WALL LIGHT �L -- pUILL BE REPLACED W/ NEW POCKET UNIT/ IMPACT RESISTANT) GRILLING PORCH 9'-O' CEILING HT, U 'REI DOVE-, 1 FANS r � , I 1 I 1 I 1 I 1 I 1 i 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 ]BEDROOM # TWO I 1 I 1 r III I SCRNI 11 I / DOOM II GRILLnp 1 I I SINK 1 i REMOVE EXISTING DOOR (SHALL BE REPLACED W/ NEW, IMPACT RESISTANT UNIT) I I r I r I r r r I I I I f �' I REMOva LIGHT FIXTURE \ II NOOK II 1 REMOVE I f I I \ I CEILING FAN I I ~ 5" STEP DOWN 1 f I I II DAU MFo] ,I 1� JIc1�_JI WALL TO BE - REMOVED11 I I 1 I I 1 FLR. RECEPT. ( - KITCHEN I I / LIVING __R_O_ dM f I �' INI1�G �CH REMOVE EXISTING CA51NETSII�" I - - - - - - - �1-` - 11 2 S-° CATHEDRAL GEI NG P -` - 1 - - -1- - -I I I TOPS, APPLIANCES, ATTIC 4 II 11 WOOD FLOOR \ it I I inn I ACCESS I SAFELY STORE APPLIANCES II h�jr> i _ I REMOVE EXISTING CEILING- 1 ' ~ I y - 1 LIGHT FIXTURES 4 CEILING FANS I IRELOSATED r I r T EXISTING WALLS, I I i/ / i GRILIL , V/ I i 1PANTRY CABT REF �r I r I HEARTH 4 FIREPLACE TO - - - - _ �1 70 BE REMOVED REL ATE II I rr �1 ♦ V_ I r FLR,REbEPT. 30" HT. PLANTER BOX r r I \ 30" HT. PLANTER BOX TGTD BE REMOVED r I TO BE REMOVED ------ 5"STEP DOWN \r-- �------- - +;F � L - - - - - - - - - - - - - - - - - - - REMOVE EXISTING I REMOVE EXISTING F SOFFIT 4 LIGHTS ABOVE 1 FO � ER i SOFFIT 4 LIGHTS ABOVE ; I I CATHEDRAL I i I -- ---------- - - - - - I I CEILING I I REMOVE EXISTING I LIGHT �IXTURE I i --——————————— — — — — — i REMOVE EXIS NG ENTR7 pOORB, I I FIXED GLASS IDEUTES, 4 TRANSOM I f I WINDOW ABOVE I ENTRY Y CATWJVRAL I I CEILING I I 1 I I I I I I I I I 1 - ------------ L------- - - - - -- I i 1 I I y� REMOVE RECESSED LIGHTS , DRYER ASH LAUNDRY ----------- FFLr,Lo. REM IVE CEILING UG14TTP THIS HALLWAY I I I 1 'V I REMOVE EXISTING Lu WIND�,p�{WS/ ENLARGE OPENING FOR a I I NEW IU NDOW UNIT (SO' WIDE X 30" HIGH) I I FILL 1 I LOWER PORTION OF = 3 OPENING/ POUR SILL FOR NEW WINDOW ------------------ U I CD I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 1 I ® C / 1 I REMOVEEXER G A A r-3 i t POOR/ 'qO BE R W/ NEW, IMPACT REMOVE EXISTING OVERHEAD GARAGE DOORS/ WILL BE REPLACED I I IINIT i W/ NEW IMPACT RESISTANT 4 INSULATED UNITS - SAME SIZE WALL LEGEND EXISTING 8" CMU WALL TO REMAIN EXISTING 2" X 6" FRAME WALL TO REMAIN EXISTING 2" X 4" FRAME WALL TO REMAIN 1/411 - 11-011 EXISTING 2" X 6" FRAME WALL TO BE REMOVED ---3 EXISTING 2" X 4" FRAME WALL TO BE REMOVED P3 N H IF—M.N. 16119 1 APR I l a� OF FOUR A.0 1 I 1 I I I I I I I I I I I I I I I I NEW SCREEN ENCLOSURE/INSTALLER STEPS WET DECK AREA -------------------- 20' X 3f X 14' D CONCRETE A PAD FOOFING W/ 4w BARS 3 9 S" O C. EACH WAY DOWEL NEW FOOTER TO EXISTING W/ TWO f1) 24" LONG 05 BARS/ DRILLED 4 EPDXIED INTO EXISTING 4 EXTENDING / • EGRESS TO NEW i - - - t-�- — 1 36 REPLACE EXISTING WINDOW W/ IMPACT RATED FRENCH DOORS THR'D. PROVIDE ON X ON FORMED 4 POURED CONCRETE COLUMN-] W/ 105 BAR DRILLED 4EPDXIED INTO FOOTING 4 INTO BEAM ABOVE (30" OVERLAP ON STEELY TYPICAL AT EACH SIDE OF NEW DOORS OWNER'S SUITE ! PROVIDE ENGINEERED DRAWINGS I I P O ALL 11 ORK RELATIVE TO POOL INSTALLATION IS COMPLETED r - - - - I I I I UNDE SEPARATE PERMIT 1 I I I I I I I I I I ANCHOR LEGEND MARK OALLOWED MAXIMUM UPLIFT SIMPSON MODEL NUMBER QUANTITY, SIZE 4 TYPE OF ANCHORAGE REQUIRED A 2300 ABUbb 5/8' ANCHOR BOLT / 12 - Ibd / 2 -1/2MACHINE BOLTS B 4040 CCbb 4 MACHINE BOLTS TO BEAM 2 MACHINE BOLTS TO POST I I I I BENCH EDGE I I I I I ®6 BOTTOM 20" X 32" X 14" D CONCRETE I B TOP PAD FOOFING W/ 05 BARS I 98"O.C.EACH WAY ---------------------------I NEW P T, b" X b" P STS (2) SET IN ABUbb POST BASE _ ^ DOWEL NEW FOOTER TO EXISTING — BY SIMPSON 4 W/ C66 POST CAP W/ TWO (2)16" LONG 05 BARS/ DRILLED 4 EPDXIED INTO EXISTING 4 EXTENDING GRILL THREE (3) PC$.13 ' X 16" MICROLAM BEAM - - I INTO NEW NAILED TOGETHE (COMPOSITE BEAM) I 1 _ - - - - -� I 5OX PRO OUT WEAR SURFACE OF EXISTING SINK _ _ _ _ _ 1 ,_ — _ _ _ _ — , , COLUMN(AROUNDNEWPOSTV GRILLING PORCH - - - - - - - - I- - - - - - - - IRS LATH 4 STUCCO FINISH 9'-O" CEILING HT. EXISTING 6' X 6' POST IN I TO MATC W kXil=, NNCi REPLACE EXISTING I -EXISTING COLUMN ! FRENCH DOOR W/ PROVIDE SHORINP PRIOR TO REMOVAL I —EXISTING b`X 6" POST IN NEW IMPACT RATED UNI OF COLUMN/ SEE f 44ORING DETAIL ON SHEET 01 EXISTING COLUMN COVERED ANA I 10'.0' CELL NG HT, REPLACE EXISTING S.GD. W/ E IMPACT RATED POCKET S.G.D. V. - 6" FLAT CEILING ---- - -�'O" SO„ - - - - - -- MATCH E ISTING SIZE ' ( EXISTI G 5" STEP G DOWN I I I 10" X ON WOOD TRIMMED COLUMN at I N A 12'$VCATHEDRAL)IG cEILIGPEAK DINING II T SCgE— _ WOOD FLOOR - _ - - - 9` O" FLAT CEILING Lfj-AI II TV (BY OWNER) r 36 W*W WALL WI GRANITE CAS' 4WOOD TRIM I I � 10" X I " WOOD — I TRIMME D COLUMN I • � EXISTI G 5" STEP 1 i - � \ DOWN 10' X ION WO IO" X 10" WOOD TRIMMED OLUMN TRIMMED COLUMN INSTALL NEW BUILT IN EXISTING 5' STEP DOWN INSTALL NE BUILT IN = BOOKCASE 4 SHELVES El❑ BOOKCASE4 SHELVES ❑ L- - - - - - - - - - - - - - - - - - - -I SOFFIT TO BE REMOVED I I 1 SOFFIT TO BE REMOVED I I FO EF I I CATHEDRAL ----------------, I CEILI It 9'-0�- 4=i'' r - - - - I rCE�EXIST I10" X 10" COLUMNS I FIX ETRIMMED OUT 4 I W/ PAINTED , "A------------------�OPENTO OPEN TO FOYER LIVING ROOM I " I I Q k SO 12 X 80 REPLACEI EXISTING FRONT DC OR 4 SIDELITES I W/ IMPAC RATED UNITS I 36" HI WALL W/ I (MATCH ExISTING SIZES) BOOK GRANITE TOP WOOD TRIM I I a SHELVES WOOD BASE I ENTRY 1 O' - O' FfL I CATHEDRAL CEILING I ------- - - - - -- _________________ININGROOM I 1 I DINING ROOM ELEVATION LIVING YRo M 1-----------------z_-_------ A 1/411 = Boll I I I GENERAL NOTES: * CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG. W/ TRUSS MANUF. * CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION * DUROCK SHALL BE USED IN ALL DAMP LOCATIONS $ PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS * WINDOWS SHALL BE HEAVY DUTY ALUMINUM W/ IMPACT RESISTANT GLASS, FRAME COLOR TO MATCH EXISTING $ SCREENS * SIZES INDICATED AT ALL DOOR 4 WINDOW OPENINGS ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER FOR ACTUAL SIZE AND ROUGH OPENING * TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS $ EXTERIOR DOORS $ WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL WIND PRESSURE AS REQUIRED BY F B.C. 2014 -110 M,P.H. WIND LOAD * ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED * ALL STRUCTURAL FRAMING TO BE HEM FIR $2, SPF 01, SOUTHERN PINE 02 OR APPROVED ALTERNATE W/ Pb=1000 Phl MIN, - NON - STRUCTURAL FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE * ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH F.B.C. 2014 ------------------------� 1 SCRN 1 DOOR I n\-%1 %0Fb RE OgXTLb A 1p \ I WOOD ACE S -�I CASED 9 2" X S" r OPENING FRAME WALL 6+ �6 NOOK 9'-0" FLAT CEILING A -II VERIFY 8' CONCRETE I Ir' 4 �x �I 111 EXISTING AHU FILLED CELL W/ 105 DOWEL I IN ATTIC THIS SIDE OF WINDOW (OTHERWISE, - - - ' PROVIDE FORMED 4 POURED 1 - COLUMN AS ON WEST SIDE) ASH KNEE r ') EGY( SPACE 1 ISLAND (6' X 36 HT' FARM BELOW 1 WI SINK W � I L CHI DISPO ER I I I -`Q I DN) VEG, SINK W/ DISPOSER _ _ - �� M I ITCHEN I I l OVEN II DUR. 19'-Om FLAT CEILING I 1'4' 11 44' - VON 2'b" CAB'T EXISTING 35 TC A/C COMPRES EXISTING EQWF SCREEN WALL — BASE 41WALL CABINETS REMO EXISTING WINDOW 4 REPLA E W/ NEW UNIT/ NEW SIZE OMPAC RESISTANT) HORIZONTAL SLIDER IMPACT RESISTANT PROVI E 8' X B' FORMED 4 POUR CONCRETE COLUMN W/ 105 AR DRILLED 4 EPDXIED INTO !u4(t4JNIpjDuti ABOVE L30 OVERLAP ON STEED/ TYPICAL AT WEST •E- SIDE OF NEW WINDOW —BASE 4 WALL CABINETS GAS RANGE v `* W/ EXH, HOOD RELOCATED RETURN ABOVE AIR GRILL -,� r � I� I 10 . 4 I. tToft rd Iff, All ej ' LAUNDRY -----------IICILO. I I I I EXISTING POOL 4 SPA EQUIPMENT 1 I I I I I I I I I I I 1 I I 1 i I I I I I I 2 I 0 cn NEW EQUIPMENT ENCLOSURE SEE DETAIL THIS SWEET LUALL LEGEND 0 EXISTING 2" X 4' FRAME WALL ® EXISTING 2" X b' FRAME WALL 0 EXISTING ON G.M.U. WALL ® PROPOSED 2' X 4" FRAME WALL ® PROPOSED 2" X 6" FRAME WALL ® PROPOSED On FRAME WALL PROVIDE IN SPACE BETWEEN SLAB 4 EQUIPMENT WALL 4 f SPACE 9 HOUSE WALL 4' CONCRETE SLAB W/ 6 X 6 10/10 W,W.M. ON WELL - COMPACTED, POISONED SOIL 1 STUCCO WASH 4 SMOOTH STUCCO TRIM BAND • 4'- 0' ABOVE GRA CONCRETE FILLED U - BLOCK W/ 105 BAR CONTINUOUS 5/S" STUCCO (MATCH EXISTING TEXTURE) ON ON X 16' CONCRETE BLOCK W/ POURED BLOCK CELLS 9 4'- ON O.C- W/ 05 BARS DOWELED TO FOOTING 4 HOOKED TO BEAM GRADE If D X 20" W CONCRETE FOOTING W/ 2 05 BARS CONTINUOUS ����N UJALL D I 1/2 I, -Oil I I 1 I I I I I I I I I I I I II I I I I I EXISTING WELL PUMP I " '" EXISTING 15 TON 1/4= I-O Lul A/C COMPRESSOR REPLACE EX16TING OVERHEAD - GARAGE DOORS W/ IMPACT RESISTANT p INSULATED UNITS (MATCH EXISTING SIZES) REPLACE EXISTING DOOR I (6' X T ART POOR) AGE DOOR / GARAGE CI IMPACTTCN EXISTING SIZE) 1 a n O u- ;` z w r O J U1 a W 121, Lu V 0 a w- O ED 4 ilo Ib� a 1 APR 11 0 2 OF FOUR 5/8" LITE TEXTURE d D 4 4 0 4 � 4 Go &0D 0 D. D \ a 0 I IMPACT RESISTANT VINYL WINDOW SEALANT WASH 4 - e ' D - CONCRETE TIE BEAM W/ 4 - 05 BARS OR PRE - CAST LINTEL P.T.2" X WOOD BUCK ANCHOR TO CONCRETE W/ 1/4' TAP CONS W/ 1' DIA, WASHER W/ 1 1/4' CONC. EMBED 8' O C. FOR T' 4 LARGER OPENING 12, O.C. FOR SMALLER OPENING START 3" FROM EACH CORNER (TYPICAL ON ALL 4 SIDES OF WINDOW) �— WOOD SILL (VERIFY 4 MATCH EXISTING) POURED CONCRETE SILL W/ 10 5 BAR -341 MEMO 191 ar"Fol NEW FIXED GLASS TRANSOM I -NEW ENTRY DOORS 4 SIDELITE% EXISTING STRUCTURE MEW DOORS 4 64DEUTES IN EXISTING OPENINGS) 1/411 = 11011 I I EXISTING I 2' VTR. �T I DEL SINK (ELIMINATED) . Y I r I I `. .' IZ' I 1 1 1 i I DW \ rI I 1 1 ELIMINATED) `'� 1 / RE -VENT ALL NEW 1 I / PLUMBING FIXTURES I I Y TO EXISTING V.T.R. I NEW VEG z' 24 SINK W/ DISPOSER NEW DW 4' EXISTING SINK W/ PLUMBING LINE DISPOSER N,T,S. 8' X 16' CONCRETE BLOCK — 5/8' STUCCO FILLED CONCRETE BLOCK CELL (OR FORMED 4 POURED) W/ 105 BAR EACH JAMB CONCRETE SILL SEALANT BRICK MID. 13/4' IMPACT RESISTANT FRENCH DOOR 1 1/211 2 11-011 1/2' DRYWALL ON I" X 2" P.T. FURRING fRIGID INSULATION 2' X 4' PRESSURE TREATED DOOR CASING (MATCH EXISTING' pr FIR JAMB ALUM, THRESHOLD PT.2" X WOOD BUCK ANCHOR TO CONCRETE 4 CONCRETE BLOCK Wt HILT; PIN DS M DIA,1 1/4" PENETRATION 9 16' OL. MIN, OR 1/4" TAP CON SCREWS 9 W O/C IMPACT RESISTANT INSULATED OVERHEAD GARAGE DOOR GARAGE DOOR ATTACHMENT: 2" X 8" P.T, WOOD BUCK TO CONCRETE -f - O' HIGH DOOR - 4 - 3/8' X 3' SLEEVE ANCHOR, ITT RAMSET / RED HEAD 0 HN-3830 SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE TRACK BRACKETS TO P.T. BUCK T' - O' NIGH DOOR - 5 - 3/8' X I T/8' LAG, SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE 1 1/2" = 11-0'1 NEW IMt-04C,' RE, STANT E10P17-( SLIpER i --- i NEW;MPACI wlNpoW_� _—_._,_.-_- EXISTING STRUCTURE 1/4" C 1'0" WIND LOAD INFORM IATION CODE EDITIONS; 2014 FLORIDA BUILDING CODE CHAPTER 6 OF ASCEI-10 BUILDING DESIGN; ENCLOSED ULTIMATE DESIGN WIND SPEED, IIO MPH NOMINAL DESIGN WIND SPEED: 132 MPH RISK CATEGORY: II WIND IMPORTANCE/ USE FACTOR: I, O INTERNAL PRESSURE COEFFICIENT; EXPOSURE CATEGORY; WALLS (ENCLOSEDY 33 PS,F, IMPACT PROTECTION; IMPACT RESISTANT DOORS 4 WINDOWS COMPONENTS 4 CLADDING; ZONE 4 ZONE5 IO 60, FT, _ + 40,0/ -4I.6 PSP, IO SQ, FT, _ + 44DI -58.8 P,S.F, 20 60, FT, _ + 42D/ - 45.6 PS.F, 20 $0, FT. _ + 42,0/ - 54,9 P FF 50 SQ, FT, _ + 393/ - 43.1 PS.F, 50 SQ. FT, _ + 393/ - 49.6 F.S F, 100 $0, FT. _ + 3I,4/ - 41.0 PS.F, 100 SQ, FT, _ + 3I,4/ - 45,6 PS F. ALL DOORS 4 WINDOWS TO BE INSTALLED AS PER PRODUCT APPROVAL 12 �5 VERIFY EXISTING ROOF PITCH EXISTING BEAM TO REMAIN �\ IF SPLICE EXISTS 9 AREA OF CENTER COLUMN BEING REMOVED NAIL EXISTING BEAM TO NEW W/ 16d EXISTING T 4 G CEILING FULLY SNORE EXISTING STRUCTURE PRIOR TO REMOVAL OF CENTER COLUMN 9 COVERED LANAI SEE SHORING DETAIL ON SHEET 01 ALL SHORING SHALL REMAIN IN PLACE UNTIL NEW BEAM IS FULLY INSTALLED 4 STRAPPED EXISTING 4' CONCRETE SLAB W/ b X 6 10/10 WWM.ON WELL - COMPACTED, POISONED SOIL 4 CONT, 6 MIL VAPOR BARRIER ----I NY4ILING SCHEDULE ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTES 5/8' COX ROOF SHEATHING 0 d 6" O,G. b' O•C. 3' O.C, EDGE 4 3' O.C. FIELD WITHIN 4' OF ROOF EDGE 5/8' CDX ROOF SHEATHING 8 d 4' O C. b" O.C. 8' - O" FROM GABLE END ROOF EDGE 1/2' COX WALL SHEATHING 8 d 6' O.C. 6' O.C. 3/4' T 4 G FLOOR SHEATHING 10 d 6' O.G. 6' O.G. GLUE ALL PLYWOOD (PL400 OR EQUAL) STUD TO 2 X 12 HEADER 16 d 3 PER HEADER PLY BASE SHEET NAILING 6' O.C. IS41, HARDI PLANK LAP SIDING 8d GLUE/ 13UND NAIL 9 TOP 16' O.CJ CAULK BOTTOM EDGE ROOF SHEATHING USE Bd RING SHANK NAIL ALL NAILS TO BE GALVANIZED 1/2 112 110 1/211 C II-011 BL2'X4'TOP LATE X1'� 4' STUDS 9' O/C ' CB.S. FILLED ELL W/ 1- 05 BAR ROVIDE 010 X 5' TAPCON TREWS 9 16' O/C INTO LOCK WALL X 4' SILL PLATE MTSVP W/ 14 - IOd OR 14 - TOd X 1 V2 9 EACH EXISTING TRUSS EXISTING CONCRETE TILE ROOFING + SEARING HT. EXISTING DRIP, FASCIA 4 SOFFIT THREE 0) PC8.13/40 x *0 MICROLAM BEAM CC" POST CAP BY SIMPSON W/ FOUR (4) MACHINE BOLTS TO BEAM 4 TWO (2) TO POST I' SMOOTH STUCCO FRIEZE VERIFY 4 MATCH EXISTING TRIM BAND EXISTING 6' X b" P.T. POST SET IN POST BASE/ FRAMED OUT TO 10' X 10' COLUMN WITH WIRE LATH 4 STUCCO FINISH REMOVE EXISTING FRAMING 4 FINISH SO THAT NEW POST MAY SIT TIGHT TO EXISTING NEW b" X 6' P.T. POST ADJACENT TO EXISTING SET IN ABU66 POST BASE BY SIMPSON W/ 5/8" ANCHOR BOLT 412 -16d NAILS PROVIDE NEW 204 X 32' X 14" D COLUMN FOOTING ADJACENT TO EXISTING THICKENED EDGE W/ 05 BARS 9 8" O.C, EACH WAY �- DOWEL NEW FOOTING INTO EXISTING W/ TWO (2)16" LONG 05 BARS/ DRILL 4 EPDXY BARS 8' INTO EXISTING FOOTING 4 EXTEND S" INTO NEW 0' - On F.F.L. 9 PORCH POOL DECK W/ DECK 0 DRAIN CHANNEL DOWEL NEW SLAB TO 4" MIN, 2500 PSJ, MIN, EXISTING W/ 1/4" X 3" TAPCONS r FIBERMESH CONCRETE AT 12" O.C. STAGGERED W/ I" MIN, I IMBEDMENT INTO EXISTING SLAB-7 s EXISTING SLAB NEW SLAB 6 MIL, VAPOR BARRIER ON 2500 PSJ, COMPACTED 4 TERMITE TREATED SOIL III C 11011 DOWEL NEW SLAB TO EXISTING W/ 8" LONG 05 BAR DOWELED 4 EPDXIED INTO EACH aO 12" 0,C,-7 REPAIRS 24" WIDE OR LESS 4" MIN, 2500 PSJ. MIN, FIBERMESH CONCRETE EXISTING SLAB 1 NEW SLAB 6 MIL. VAPOR BARRIER ON 2500 PSJ, COMPACTED $ TERMITE TREATED SOIL 111 = 11011 REPAIRS 24" AND WIDER Lu N Z z Lu w Lu N O CL REVISION$ 161113 I APR 11 3 TO F.P. t L. SERVICE LOCATION/ COORDINATE WITH UTILITY 3 # 500KCMIL, IN 3" COND. - UFER GROUNDING AS REQ'D. BY NEC, N,T.S. # 50OKCMIL, IN 3" COND, eH 1200 200 # 1/0 GND. Y SERVICE VOLTAGE 110/24OV,1 PHASE 3W EXIST, EXIST. 200 A 50 A 2500 PANEL PANEL Al 11511 0 3/0,1 0 6 G, IN 5/8" X 10' GROUND ROD DOWELED TO FOOTING STEEL r---- 4L �IS�� DI�C�M (ALL COMPONENTS ARE EXISTING) I I I I I I I I I I I 1 I I I I I -----1 I � I I \- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - _ _ _ ._. _ _.._.. _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - TO POOL LIGHTS O ------- - - - - ------ - - - - -- - — — — — — — — — — — — — — — — 1 I-" — — — — — — — — — — — — I ' I ' i I I I ELECTRICAL IS EXISTING _ _ _ _ _ EXISTING rl� A A -II t SHALL REMAIN AS IS - AHU IN 1 I I I I 3 ATTIC 1 �� I 1 3 I I I I I ' MINI I �IEXISTING CANS RECEPTACLE FLOOR I I __ ELECTRICAL IS EXISTING VERIFY MOUNTING MGT. _ SPECIAL _ t SHALL REMAIN AS IS - - FIXTURE I ® II R GE-f'�C 7-�4CK�OR� - - t I I I � i I I / \ I EXISTING FLO0 RECEP ,QCLE I / � I � \ I � it t------ --------- - - - - - I I I I I I I � I I -----------------1_._TMr.__ r----� ■ PROVIDE ARC -FAULT INTERRUPTOR PROTECTION t I I I TAMPER -RESISTANT RECEPTACLES AT ALL NEW AREAS I I I ■ PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ANY NEW - - - - - - - - - - - - - - - - - - BEDROOM CEILING FANS 4 SMOKE DETECTORS I I ■ PROVIDE VARIABLE SPEED SWITCHES FOR NEW CEILING FANS ■ ALL ELECTRICAL SWITCHES, RECEPTACLES, i WIRE OUTLETS SMALL MATCH EXISTING I I 1 • VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO ANY INSTALLATION/ 004ER I 1 SHALL DIRECT LOCATION OF ALL SPECIAL RECEPTACLES 4 WIRING I I I I I I ' ■ ALL SMOKE DETECTORS SHALL BE HARD WIRED 4 INTERCONNECTED I I I I --------------------------• I 1 I I I LITE IN SPECIAL ATTIC FIXTURE 7h,0 321 fIOT GFI LIGM _ _ WINE I ('XCHI I ' I - SINK r -- �gFIQT tMIC 0 PI-44T I� OR 321 GFI GAS RANGE W/ 6 u 60 ELECTRICAL IS EXISTING t SHALL REMAIN AS IS -----------------------� I \` I I I I I I I I 1 I I I 0: DUPLEX RECEPTACLE 07 DUPLEX RECEPTACLE TOP HALF SWITCH / DUPLEX RECEPTACLE WEATHER PROOF 4 G F.I. 220 VOLT RECEPTACLE WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE RECESSED FLUORESCENT LIGHT FIXTURE ® FAN -LIGHT COMBINATION -SWITCHED SEPARATE 611- SINGLE POLE SWITCH THREE WAY SWITCH t RHEOSTAT SWITCH A TELEPHONE JACK H�2 TELEVISION OUTLET (f)CEILING FAN I ELECTRICAL IS EXISTING 6 SHALL REMAIN AS IS 1 I I I I I I I I I I I I ® I I ® I I I I J PROYIIE LIGHTED SWITCH FOR LI HT AT ATTIC ACCESS I I I I I I I I I I I I ------------------1 I I I i I I I I I ELECTRICAL IS EXISTING 1 i SHALL REMAIN AS IS I I RELOCATED RETURN AIR DUCTED BACK TO EXISTING AMY ' I I I VERIFY LOCATIONS OF ALL SMOKE DETECTORS/ THEY SHALL BE PLACED WITHIN t 1 ®DIRECTLY OUTSIDE OF ALL I SLEEPING ROOMS I I ALL ARE HARD WIRED ! 1 INTERCONNECTED 1 ELE( 1/4 ELECTRICAL IS XISTING I t SMALL REMAI S IS 1 I ® 1 I W/ 1 381 DW 38F- GFI r. L/ I I ELECTRICAL IS EXISTING t SHALL REMAIN AS IS ' File Co p Lu r iy- LL Z Z Lu cl LJ N IL IL al [ = CSC o �O fsJ d OE6 C3 a Q �1 ►LN'1 ,� o® � a RnJj c- p 16® 1113 1 APR o