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1201 Gladiola Street NEW RESIDENCE DWGS REVISIONS RESIDENCE �MP A A STR T (00 G ADIO A STR T BEACH , FLORIDA NORTH INDICATES DIRECTION OF NORTH TIDAL CREED t DRAWING NUMBER S 01' 15' 12' E 10.00' SECTION SHEET NUMBER WHERE A- SECTION 15 DRAWN f f I X DRAWING NUMBER DETAIL A_ SHEET NUMBER WHERE I DETAIL 15 DRAWN f tl ELEVATION LETTER ELEVATIONS D A-5 Bw SHEET NUMBER WHERE I C ELEVATION 15 DRAWN I I i DOOR 0 DOOR I NOMENCLATURE± 3648- 3'-6" x 4'4" POTABLE WELL •(j WINDOW WINDOW I W NOMENCLATURE± ' 3648 = 3 -6" 4'-8" x 4-8 - f f f SILT FENCE w/FILTER CLOTH I (MIRAFi,POLYFILTER OR APPROVED EQUAL)ON WOOD STAKES a MAX.6'-0" O.C. ❑ ❑I ���V���{®�� FLOW GRADE O e� 0 U � A.C.T. ACOUSTICAL CEILING TILE E.W.N. ELECTRIC WATER NEATER MIN. MINIMUM �ri��r Q f Z ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT r�i r� ~ BACKFILL FENCE AFTER PLACING FENCE I f \rr\rr\rr\ rr rr rr/\/ A/C AIR CONDITIONING UNIT EXH. EXHAUST N.T.S. NOT t0 SCALE ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTER xr�y rh ALUM, ALUMINUM F:G. FIBERGLASS OPNG. OPENING v ������ --_ �•/ AWN. AWNING WINDOW FIN. FIN15H PT PAINT i �r r�ii�, __ 0 BLK BLOCK FIN.CLG, FINISHED CEILING P.V.G. POLYVINYL CHLORIDE BOT. BOTTOM FIN.FLR. FINISHED FLOOR P.T. PRESSURE TREATED -J-- vl BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE KItGNEN oo [-+ B.U. BUILT-UP GALV. GALVANIZED REINF. REINFORCED 10 UQ CAB. CABINET GL.BK. GLA55 BLOCK WINDOW READ. REQUIRED I I ;---------- CAB. - - (� I C.I.I.T CASTPET GW5 GYPSUM RON DW. HARDWARE LL BOARD R. RISER DRAIN ri'N5TAKEED T 5ARF,,1ERIo Mm -- -- -- I CL. CENTERLINE HGT. WEIGHT S.H. SINGLE HUNG WINDOW -- ---- J �' C.T. CERAMIC TILE HORZ. HORIZONTAL 5HT. SHEET SCALE: 314,`_-I'-0" C.W. COLD WATER H.B. 1405E BIBB 51M, 51MILAR CONIC. CONCRETE N.W. HOT WATER 5L. SLOPE I.PLACE FENCE AT ENTIRE PERIMETER OF SITE. G.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS CONT. CONTINUOUS IN5UL. INSULATION 5%, STEEL 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WORK ______ C . CONTROL JOINT JAN. JANITOR TNK. THICK PERIOD, T 5HALL BE REPLACED AT THE END OF WORK fI w C.P.M. CUBIC FEET PER MINUTE JT. JOINT TTG TONGUE-AND-GROOVE PERIOD. a Zj al ' � f I� W TYPICAL R.� DH, DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. _ _ - B DISP, DISPENSER LAV. LAVATORY VERT. VERTICAL DN. DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DWG. DRAWING MATL. MATERIAL W.I.C. WALK-IN CL05ET � pisan EA. EACH MAX. MAXIMUM WRGW5 WATER RESISTANT GYPSUM WALLBOARD I n ELEC. ELECTRIC MECH. MECHANICAL w1um. WELDED WIRE MESH FAMILY�M v1 E.W.C. ELECTRIC WATER COOLER MTL. METAL W.G. WATER CLOSET M,P, METAL PANEL UR URINAL FIN.FLOOR I zp z I ELEVATION 6.60' � I I IGARAGE N 10'_2" 00 f �I I eORC14 , I UJIND L0,41)5 I ❑I i DRAINFIELD I F� E E 5T IF ED E 5t IP WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE 8301.2(2) �- BASIC WIND SPEED: 130 MPH -- - - -- - --- - - - - - -- - - - - - - - - - - `� - - - - - 03 �2 O - O WIND DESIGN METHOD: ASCE 1-10 r IMPORTANCE FACTOR: I f DRIVE WALK w I I EXPOSURE CATEGORY: C(5x1.4 COFF.) I I I EXPOSURE CLAS51FICATION: ENCLOSED I MEAN ROOF HEIGHT 29 FT, I ROOF ANGLE: (30-45 DEGREES) 33b901 DEGREES 8:12) 0 I I Z EDGE STRIP 4.0 FT. I � I oI o o Ia o I I COMPONENT AND CLADDING WIND LOADS I � �"� ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LO D(P5F) rx M �W I � I 1 10 38.92 -4256 va NN 1 20 31.8 -40.46 _ - - - x l 50 36.4 -3152 - - - - - - N 01' 15` 12' 1000' U U 1 100 35.28 -36.28 li'f W 1 co L _ _ _ _ _ _ J 2 10 38,92 -49.0 w GLADIOLA STREET 0 z 0 0 0 3 2 2 3 2 20 315 -41,6 w 2 50 36.4 -44.8 W 2 100 35.28 -425651TE � f> X OF D ,4UJING5: 3 10 38.92 -49.84 N. 3 20 31.8 -41.6 SCALE: v8"=1'-0" T-I TITLE SHEET, 51TE PLAN, DATA ZONING - RS-I A-4, FIRST AND SECOND FLOOR PLANS 3 50 36.4 -448 A-7'' ELEVATIONS 3 100 35.28 -42.56 A-3N SECTIONS 4 10 4210 -46,2 AIR CONDITIONED AREA 5-1 FOUNDATION PLAN, FRAMING PLANS 4 20 40.6 -442 l�IFERVIOU55URFACECALCUL?4TION5: FIRST FLOOR 1,2(o5 S.F. 5-2 SPECIFICATIONS, DETAILS DATE OF I 5 SECOND FLOOR = (oil S.F. � 4 50 38.1 -41.1 AREA: P05T CONSTRUCTION: UNCONDITIONED AREA 2115F, E-1 ELECTRICAL PLANS, LEGEND ISSUE _ 4 100 36.3 -39.8 LOT 1,152 5F, GARAGE = 330 sF, 9-29-15 I DRAWN BY: I o o i 5 10 42.6 -5'1.0 HOUSE 1,983 S.F. r P 10 RIF' 1R�P 5 20 40.6 -53.2 DRIVE ,WALK 403 Sr-. I I ��� �� � 5 50 38.1 -480 EQUIPMENT PADS 9 5F. = ilb - 5 100 36.3 -443 SHEET NO. DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING TOTAL IMPERVIOUS SURFACE AREA 2,395 SF. I PLAZA 15 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL q, IMPERVIOUS 33.5 % MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES FLORIDA RESIDENTIAL CODE 2014 • © 14066 REVISIONS 41'-0" 13'-1 1/2" 9'-0 1/2" 18'-I@II (01-10 ll 1-10" 3 A-3 8x8 POST,TYP. ---------------------------------i I SIM. i A-3 1 I " PR 305@ 4040 S.N.TEMP. r----------------------------------------------------------� EGRESS 51LL s 36" AFF. ' I PORCH _ I I C/OMP. I@'-I" CEIL. i I I Qj Ln II 111I11 4-0 8-4 6-6 I/2 � I � I i - liI1Ii V - PR.606 3 0 3 05. M. 5A 14 i 10-I" CEI Diu.5''0 I/2" 3'-8 1/2"5TER BEDROOM' CEIL. KITCHEN Ii -----II --h--o,1I -- 101 1,1 CEIL. I 1 DINING ----- 1 - 1010 i 101 10'-1" CEIL. F_ i 1 " N x+ I I 1 � I I---�-- ' 23'-211 ; ; 61-611 U 1'_4" ISLAND I — ----- -------- I 1 3 '�' ASN R DRYER cu: v '-9 /8" 3'-6"u 0U4 Vo 10'-1" CEIL, 1 6068 BF. I FANTRY _ 11 0A� a m� HALL CEIL. CNI in 20 8 I - ------ — — _------------------- OOM No. I UJ.I.C. C EDR �. 8'-1" CEIL. i i 8'-1" CEIL. �_ _ ----- - -1 1 I I �" PR AB.',, WOOD � �, BURNING ,; ® I -------------� `�� FIREPLAC 0� 61.211 6'-@" 3'-8" 3-811 � I n18'-I (/211 1f.-Lu 41_211 r v I " 2468 POG. - � FAMILY ROOM I I i c9 d STAIR: 101-1" CEIL. " I ' UJ I.C. I1021," - 'i' A-3 —r-- 'M 1 I 14T G 8-I CEIL. i I j 11.611 �_ 11 4'-3 1/211 a X66 I � 14ALL I " CEIL. 8'-1 ------------ t 1 i 61 A-3 A-3 `^ 5A 1 - w W'f' I in .,I.C, i 8'-1" CEIL. 81-V CEIL. 1 1 2468 POG. TL GARAGE IL ?668 G 5 CEILING c i spy `4 i 3-1 PR 3050 � i 11.511 6 6c4 6'-8" W-10" _ _ t p PORCH H 10'-1" CEIL. u cn --------------- Nm 4� 81-1" CEIL. U 8x8 POST,TYR. 8x8 POST,TYP. _ a �"'� U u 3 e d A-3 ZO u a� 16010 O.N. �"' W 3050 EGRESS 3050 W --------------- 6'-Y/" ,1.611 61.011 FDATEOF E - 9-29-15 11314011 21140" DRAWN BY: 41'-0" SEET N O. �EGN[) FLOOR FLAN PLAZA SCALE: 1/4'=1'-011 SCALE: 1/41=1-0 11 H A/C AREA = 611 5F. A/C AREA = 1,265 5F. ,� ' A� I UNDER ROOF = 1,961 5F. J _ © 15039 REVISIONS OVERFRAMED CRICKET OVERFWNED CRICXET "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON NOM.STRUCTURAL SHEATHING DECKING NAILED w/8d "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON %" RM SHANK NAILS s 6" O.C.AT PANEL EDGES AND a NOM.STRUCTURAL SHINTERMEDIATE AND 4" O.0 AT COMPONENT AND EATHfNG DECKING AILED w/Sd , Q RING SHANK NAILS a " O.C. AT PANEL DOGES AND CLADDING EDGE STRIP Y 3 �' 6 INTERMEDIATE AND 4" O.0 At COMPONENT AND a CLADDING EDGE STRIP"3 0 ---------------------------------------- --------------- '" u 6" CEMENT FIBER SIDING 6" CEMENT FIBER F� V� 51D fNG Ix4" CORNERBOARD, TZ'P. Ix4" CORNERBOARD, V TYP. 8"x8" WRAPPED P.T. 6x6 POST -----------4-- - 7==-- - ------ OVE RFRAMED CRICKET "NIGH WIND" ASPHALT SHINGLES ON 30"FELT ON 1/2" 1 NOM.5TRUGTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS 6 6" O.G.AT PANEL EDGES AND INTERMEDIATE AND 4"O.0 AT COMPONENT AND CLADDING EDGE STRIP M 3 --- ---------------------------------- TRUSS BEARING 6" CEMENT FIBER �` ° 6" CEMENT FIBER SIDING OYERFRAMED SIDING CRICKET 1x4" CORNERBOARD, *—Ix4" CORNERBOARD, — TYP. TYP. z O "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON 1/2" -< f NOM.5TRUCTUR.AL SHEATHING DECKING NAILED w/8d U m a RNG SHANK N,NLS a 6" O.G.AT PANEL EDGES AND vj N INTERMEDIATE AND 4"O.0 AT COMPONENT AND W n' ----__--- __-- ---------------------------------------------__—_-- CLADDING EDGE STRIP N 3 TRUSS BEARING x - - SECOND FLOOR ---------- ----------- - ---------- ------------------- -- -- ----- -------------- --- -- a * V U u -------------------------------------- --- ------------------------------- ----------TWSS BEARING-- --------i---------------- --------- - N w 6" CEMENT FIBER -+ 6.. Z 51DINCG CEMENT FIBER O W SIDING cn ix4" CORNERBOARD, i mai H W TYP. 8"x8" WRAPPED P.T. e SEE 11/5-2 FOR __-- 6x6 POST `p SHEATHING PATTERN DATE OF ISSUE — ---------- 9-29-15 - - - - DRAWN BY: HGF _ - SHEET NO. PLAZA A-2 `- REVISIONS 2-2x10 "HIGH WIND" ASPHALT SHINGLES ON 30'FELT ON 1/2" 2x6s 24" O.C. A 12 NOM,STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS 9 6"O.C.AT PANEL EDGES AND '1 INTERMEDIATE AND 4" O.0 AT COMPONENT AND I CLADDING EDGE STRIP "3 2-2x6 2-2x6 STAIR: – TRUSS BEARING 15R s 1.58" 14T 0 10.25" BEAM, SEE STRUCT. METAL DRIP ON !xb FASCIA ON 2x4 SUB FASCIA, TYPICAL 1-011 GEMENT FIBER VENTILATED SOFFIT, TYP. 2-2x6 10Y4' 1x4 TRIM,TYP. �'Q/r(� All J CL05ET FOLD LINE B' WEATHER BARRIER,CONT. — LP SIDING ol CUT LINE,TYP. DO NOT SEAL I TYPICAL / ALUMINUM FLASHING $-2 FOOTING WASTE rT� FAI F 5ECTION 40 EDGE OF ROUGH OPENING ,4-3 SCALE: ��s"-1'-0" 4" THICK 3000 PSI FIBER REINFORCED r--t CONCRETE SLAB ON 8 MIL.PVC VAPOR FOLD LINE i/2„GWB BARRIER ON%96 MODIFIED PROCTOR 0 / 5/4” x 31/2" LP TRIM COMPACTED FILL w/TERMITE TREATMENT, TYP. – _ –– _ _ _ _ _ FIN.FLOOR DO NOT SEAL o GRADE `A WEATHER RESISTANT CAULKINGM. BARRIER INSTALLATION "HIGH WIND" ASPHALT SHINGLES ON 30"FELL ON 1%" N B NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd fl 1 Sim, U 12 RING SHANK NAILS a 6" O.C.At PANEL EDGES AND S-2 ALUMINUM FLASHING WINDOW INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP"3 F+� �EAD 3 LUALL SECTION FOFGHE5 5/"x3l/2" HARD( TRIM TRUSS BEARING Q-3 SCALE: METAL DRIP ON Ix6 FASCIA ON 2x4 SUB FASCIA,TYPICAL WINDOW CEMENT FIBER VENTILATED SOFFIT,TYP. WINDOW Ix6 TRIM, TYP. CAULKING BITUMINOUS TAPE %fix6" HARDI TRIM �o SEALANT FINISHED ELEVATION "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 1%" 12 NOM.STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS a b" O.G.AT PANEL EDGES AND 5/4" x 31/2" LP TRIM 6" EXPOSURE SMOOTH CEMENT FIBER 1 INTERMEDIATE AND 4"OIC AT COMPONENT AND WINDOW I}�I�l��A L L A T`ON �/„z GWB SIDING ON 1/x" NOM.STRUCTURAL SHE THIbNG DECKING NAILED 1/2"NOM.ZIP-WALL CLADDING EDGE STRIP 3 I I�✓ w/Sd RING SHANK NAILS " O.C.AT PANEL SEALANT TUDS EDGES AND INTERMEDIAT AND 4" "" O.0 AT a 16STRU" O.C.w/R-TURAL 13 BATINSULATION, ON 2x4 FIROGEDURE COMPONENT AND CLADD NG EDGE STRIP 3 GWB INTERIOR I.VERIFY THE OPENING IS PLUMB,LEVEL AND SQUARE. WEATHER BARRIER,CONT. TI;ZJ55 BEARING 2.VERIFY THE WINDOW WILL FIT IN THE OPENING. HARD[ PLANK SIDING w/ 11/4" LAP 3.CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT _ UP FROM EACH TOP CORNER OF OPENING AT 454 METAL DRIP ON Ix6 FASCIA ON ANGLE TO ALLOW THE WEATHER BARRIER t0 BE -' 2x4 SUB FASCIA,TYPICAL LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. IN5ULATION REOUIIRE�ENT& GEMENT FIBER VENTILATED MAKE SECOND AND THIRD CUTS UP AT 454 FROM BOTTOM COMERS,MAKE LAST CUT UP AT CENTER TO (TYPICAL ALL FLOORS,WALLS AND ROOFS) SOFFIT,TYP. TOP CUT. 2x4 WOOD FRAMED EXTERIOR WALLS R-13 BATT INSULATION I* TRIM,TYP. 2x6 WOOD FRAMED EXTERIOR WALLS R-19 BATT INSULATION 4.FOLD WEATHER BARRIER UP AT HEAD AND INTO CEILING AT GARAGE R-19 BATT INSULATION 6" EXPOSURE SMOOTH CEMENT FIBER THE OPENING AT JAMB AND SILL.STAPLE At JAMBS —WINDOW ALL ROOFS, INCLUDING PORCHES R-30 BATT INSULATION SIDING ON 1/2" NOM.ZIP-WALL AND SILL,TAPE UP AT HEAD EXTERIOR WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION STRUCTURAL SHEATHING ON 2x6 STUDS 5. INSTALL SILL SHIMS AS REQUIRED BY WINDOW b" EXPOSURE SMOOTH GEMENT FIBER (AS ACOUSTICAL INSULATION) G 16" O.G.w/R-21 BATT INSULATION, Z MANUFACTURER CAULKING SIDING ON 1/I"NOM.ZIP-WALL GWB INTERIOR L p STRUCTURAL SHEATHING ON 2x4 STUDS _ (� 6. INSERT WINDOW IN OPENING AND SHIM,LEVEL AND Q 16" O.C.w/R-13 BATT INSULATION, 1/2" WOOD SPECIES: �At CONTRACTORS OPTION: M W FASTEN AS REQUIRED BY WINDOW MANUFACTURER. SILL PLATES ON CONC.OR ZIP SHEATHING PANELS TO 61 N a SEALANT GWB INTERIOR MASONRY - BORATE TREATED SYR BE INSTALLED VERTICALLY W M -_ OTHER PLATES - SYR FROM I" BELOW TOP OF SLAB U 'T.FOLD DOWN WEATHER BARRIER AT HEAD,TRIM At ' HEADERS - SYP. t0 TOP OF TOP PLATE, HEAD OF WINDOW. STUDS - SPRUCE PINE FIR TYPICAL ALL AROUND ONE a U 6.APPLY SIDE FLASHING TAPE AT JAMBS AND AT 45' MlSG. - SPRUCE PINE FIR STORY ONLY CUTS At HEAD.. SILL PLATE TO SLAB: I-SIMPSON TITEN ALL FASTENERS CONTACTING M 44 W �i2 GUJB 5/4 x b HARDI TRIM ACQ TREATED LUMBER SHALL BE SILL PLATE TO SLAB: I-5lMPSON TITEN U HD SCREW 3/8"4 X 23/4" EMBED w/23/4" STAINLESS STEEL OR HOT DIPPED HD � SCREW 3/9"4 x 23/4" EMBED w/23/4" O 9. INSTALL HARDI PLANK TRIM AT SILL,JAMBS AND W HEAD,(NO 45' MITERS) EDGE DISTANCE TO CONC.EDGE 9 GALVANIZED. EDGE DISTANCE TO CONC.EDGE W MAX.32" O.C.,MAX 8"FROM ALL HH MAX.32" O.C.,MAX 8" FROM ALL 10. INSTALL ALUMINUM FLASHING AT HEAD.EXTEND 1/2" SEALANT BUILDING CORNERS AND PLATE BUILDING CORNERS AND PLATE P'f PAST EDGE OF JAMB TRIM. 4" THICK 3000 PSI FIBER REINFORCED SPLICES. CONCRETE SLAB ON 8 MIL.PVC VAPOR SPLICES' U 11.APPLY HEAD FLASHING TAPE,FOLD DOWN WEATHER COMPRESSIBLE SILL SEAL BARRIER ON %96 MODIFIED PROCTOR COMPRESSIBLE SILL SEAL BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. WEATHER BARRIER,CONT. COMPACTED FILL w/TERMITE TREATMENT, TYP. HARDI PLANK SIDING w/ 114" LAP FIN.FLOOR _ _ _ _ _ _ _ __ _ _ _ _ FIN.FLOOR _ ° V GRADE ° " GRADE acj DATE OF ISSUE TYPICAL 9-29-15 w 5 I L LMFOOTING TYPICAL S 2 FOOTING DRAWN BY: I/�IUJINDOUJ INFALLATION HARID I PLAN< - HGP SCALE: Yxl'-0" SHEET NO. z T (CAL LUALL 5ECTION. t*oiT%*rFICAL LUALL 5ECTION. - - PLAZA -3 SCALE: %"=l'-0" ,4-3 SCALE: %"=1'-0" A-3 . 15039 REVISIONS SIMP50N A5U66 ON 112110 THREADED ROD EMBEDDED 1" 1 SIM. INTO NEW SLAB w/12-16d t0 5-2 POST SET SIMPSON LCE4 w/ SET SIMPSON LCE4 w/ 51M. 1 24-16d NAILS 24-16d NAILS II 5_1 5-2 --------------------- ---- I- SIMPSON 1-125A w/5-8d x -- --- ---- ----- ---- I TO TRUSS A 5-8d TO TOP 1 i 2- " LVL PLATE, TYP. _ 11 --------- ---- ---- - --- ---- ---- ----- ---- ---- ---- _ _ ----------- _ I I �� xI i ------------------------------------------------ id� l`� � 1- SI P55 HSA TOx 11/2" �' �2x&2/2 3 x811/1 `� , I 1 2 i i I I � � TO U55 4 8d TO P PL E,TTP. � ----------------------------------- r -------------- — ------� = I n � I �, Lit I ` { I O II IL tl IL O � I 5-2 OAC { � I { I I � 3-2x8/I/1 `� ,' 3-2x8/1/1 o I I ` II M II I II � --------- -------- ---- ------- � I I/�" NOM.STRUCTURAL,SHEATHING DECKING N I ED � \1'� I I j � o I I r---------- -- --- �"'- - I I w/Sd RING SHANK NA S a 6" O.C.At PANEL '/ \` I I --------- -- I L71- All EDGE5 AND AND 4" O.0 1 " + o I j I COMPONENT AND CLADDING EDGE STRIP '3 It0TRUSS, 5-Sd t0 TOP I I �PLATE,,fYP.I- 51MP50N H2.5A w/5-8d x II/2OTO TRUSS A 5-8d TO TOP �"�PLATE,TYP. 0�, I I I I f --------- u I 15LANDI- SIMP50N H2.5A w/5-8d x 11/2" I �� �� � I I 1� I I w TO OUTRIGGER A 5-8d t0 a � � � $_2 I I I t 5-2 GABLE TRU55,TYP. I I 5H R DRYER { I I I I SL----------I S�� I r x fl II II II I c�xv Y r I ii ii ii ii + 1 1 2-2x4/1/1 - x4/1/1 o I I I I I I Ir II II II II II I I II II II II I- SIMPSON H2.5A w/5-8d x 11/2" ADJUST PREFAB I I I t0 TRU55 E 5-8d TO TOP N ` I METAL CHIMNEY l i i i I I I t S-2 I I 1 1 I PLATE,TYP. -- I 1 1 1 I I TO CLEAR I I I I I I tRUS5E5 4" THICK 3000 PSI FIBER REINFORCED 11 I � I I II ii I1 N U I ,' I I I I ® I I CONCRETE SLAB ON 8 MIL.PVC VAPOR I cv , I I 1 S-1 i i I I BARRIER ON 96% MODIFIED PROCTOR I I NOM.STRUCTURAL SHEATHING DECKING NAILED ® 1 I I I I ----------------- ---------------------------- I I I j COMPACTED FILL w/TERMITE TREATMENT, i t w/8d RING SHANK NAILS s 6" O.C.At PANEL { I---- -� i i I I 'TYP. . 2-2x4/1/1 r / COMPONENT AND CLADDING EDGE STRIP 3 1 I I I I � I II ii ° ii II ` 11/2" I- 5IMP50N H2.5A W/5-5d x t t I I ,,.1 cv I- IM H2.5A w/5-8d x 1 I I I I SIMPSON I I Q e TO TR 155 A 5-8d TO TOP I PLATE, TYP. TO TRU55 A 5-8d TO TOP I I I (( I I I t PLATE,TYP. I I I l i I I I I I I _ { I II { { II II I I ut O { I II I { II II e II II 11 II I I I 4" THICK 3000 PSI FIBER REINFORCED I t I I 1/2" NOM.STRUCTV RAL SHEATHING DECKING NAILED i I I NAILS � 6 AT PANEL \ l i CONCRETE SLAB ON 8 MIL.PVC VAPOR BARRIER ON%% MODIFIED PROCTOR r. - _ I I w/8d RING SHANK LS "O.C. I ' ` I I _ -- LI__� I I t______-- --� L--- L------- , I I 3-2x 1/1 ` i j I COMPACTED FILL w/ TERMITE TREATMENT, t r,_ 1 I I I + COMPONENT ANP CLADDING EDGE STRIP '3 � { i { TYP. I I ® I 1 I I 11 11 IL------------------------------- L _____ _______________J -2x8/1/l = ---------- II I � — 1- SIMPSON H2.5A w/5-8d x It/z" I i 5-I I w / o TO TRUSS A 5-8d TO TOP 1 I ut I I PLATE,TYP. 3/4" TAG ADVANTEX PLYWOOD DECK I- 51 P50N H .5A w/5- x 11/z" I I I I t0 5S A 8d TO P I t I I I II ----------- ----- -----------------------------------J L I PREENGINEERED FLOOR TRUSSES 6 PLATE, TYP. �� `r i � I I I I II I I ----------- -------------------------- SET — 8 LVL I i t I I ----r� rr--------- - - I I \ i II II II II II SET SIMPSON LPC6Z SET SIMP50N LCE4 wl 5-I I I ( I SIM. SIM. 1 I I I w/ 16-10d NAILS 24-16d NAILS I 1 1 �-2 + L�----------— -------------------------- SIMP50N A5U(o(o 1/2110 1 THRE DED ROD ON 1" I I I I ® © � INTO NEW SLAB w/12-16d t0 1 2-10" LV FULLWIDTH POST I I L--- ---L--ii----- ---- ---- ---- -- — ----- ---- --- ---� � 11 6 11 1 II _ _ ,p ��S I- SIMPSON H2.5A w/5-Sd x I/2 5-2 5-2 5 2 5 2 +o r r0� ±a � L TO OUTRIGGER A 5-8d t0 GABLE TRUSS,TYP. CONTRACTOR'S OPTION: 5-2 i At ALL LOCATIONS GALLING FOR I-SIMPSON H2.5A,CONTRACTOR N rA MAY SUBSTITUTE 1 51MR50N 4 M 5DWC15600 SCREW INSTALLED AS PER SIMP50N INSTRUCTIONS x a u H W 8 � opo � HIG14 ROOF AMINO FLAN ' CONED FLOOR l LOWF-NOOF FfRA�IING FLAN /O�PCUNEDATION FLAN F � � W SCALE. I/4"=I'-0" SCALE: 1/4"=I'-0" w SCALE: 1/4"=I'-0" W o-- VERTICAL THREADED H 1 I RE DED ROD OLD DOWN SYSTEM, J /8 0 THREADED ROD CONT.FROM FOOTING TO ABOVE U TOP PLATE.ALL THREADED RODS SHALL BE ANCHORED WITH SIMPSON TITEN HD TWD3634RC(ROD COUPLER)SCREW,AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD, RODS MAY BE SPLICED w/SIMPSON CNW CONNECTORS.RODS SHALL TERMINATE ABOVE TOP DATE OF PLATE AT 3"xYx1/8" WASHER AND NUT TIGHTENED TO ISSUE APPROX 25 LB/FT OF TORQUE.ALLOW MIN.OF 3 9-29-15 THREADS ABOVE WASHER.SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES ~ - - DRAWN BY: AND ISOLATION OF METALS AT SILL. - ` HGP SHEET NO. PLAZA © 15039 DOUBLE TOP PLATE STRUCTURAL NOTES: SYP.2x4 OUTRIGGERS a REVISIONS •• � 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the BLOCK SHEATHING EDGES 24" O.C.ON TOP CHORD OF b" SfMPSON SDWC SCREW -I- WITHIN 4'-0" OF GABLE GABLE TRUSS. .. HEADER,SEE r FROM HEADER TO TOP ENDS. - authorities having jurisdiction over this type of Construction and Occupancy at this location. PLATE, TYP.MAX 24" O.G.. 1 - SIMF5ON H2.5A w/5-1Od 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all I I- b" SIMPSON SDWC SCREW x 1!�z" TO OUTRIGGER t if R n FROM EACH JACK STUD TO 5-10d x I!/z" TO EA.GAEL applicable codes and regulations. E 9' n - O_ HEADER, TYP. TRUSS, 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar w JACK STUD,S PLAN situations elsewhere on the work,except where shown otherwise. SECOND FLOOR � a , �� 4. All design loads shall be per Florida Building Code,2014. FLOOR TRUSS „! ii -� -- KING STUD,5E F LAN Live Load, Roof-25 psf TRUSS BEARING__ �U Q Live Load, Floor-40 psf SYP it OF T SS TYP.STUD AND A P OF G LE. Live Load, Open Balcony-60 psf _ T ' 2-I ' LVL BEA i o 8- TT Dead Load, Floor -15 psf unless otherwise noted � OPENING CH C SING w/3-1 1 Dead Load, Roof -15 psf unless otherwise noted N if U I - SIM HWf- !'I� PSON 2SA w/5-1Odx I TO LATERAL BRACE 5. The Contractor shall be responsible for obtaining geotechnical information for re ri the site and veri i that the site - '/Ua � 510dx1 Tp Pa ►�9 fy�ng j +- z O EA. is capable of providing min. 2000 psf soil bearing. ��n� z z GABLE TRUSS. 1- 4" 51MPSON SDWG SCREW 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil,the Architect shall be notified prior to continuing FROM EACH JACK AND KING I - SIMPSON M5TA9 w/ the work. 41_ � fl 100 STUDS TO SILL PLATE SYP 2x4 LATERAL BRACE a 48" 8-10d a 48" D.G. 7. Step footings below all sanitary and water lines. 0 SIMPSON 3,�"a x 6" rITEN HD O.G.w/3-Ibd NAILS a EA.TRU55 ' THREADED RODS CONCRETE: H� JACK STUDS 5CREW,3" FROM SLABEDGE, 4" MIN CROSSING.� 1 EMBED WITH 311 $Q.x I 4IWASHERS. 1. Concrete has been designed in accordance with ACI 318-02,"Building Code Requirements for Structural Concrete,and I I shatl be constructed in accordance with ACI 301,"Specifications for Structural Concrete. if j SLAB if 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with if ;; ii ;I ASTM 172, and C39: g AE3.LE NE) B AGINfcF000 slatings, slabs on grade and mise,concrete:fc=3000 psi �liGARAGE OFENING ����� -Cast-in-place beams,columns and elevated slabs: =3000 psi Io T�F- ® NIN 5TI�AI=I=I N ,�,-3 SCALE: 1/2'I.t'-0 5-2 3. Cement shall conform to"Specifications for Portland Cement"(ASTM C150). �-2 SCALE: 112";;V-011 SCALE: 112"=I'-0" 4. Aggregate shall conform to"Specification for Concrete Aggregate"(ASTM). NUT w/3"x3" x 1/4"WASHER 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: DOUBLE TOP PLATE Cast-in-place beams,columns and elevated slabs:fc=5000 psi Maximum water-cement ratio:0.40 Maximum chloride ion content:0.15 percent by weight of cement in accordance with ASTM C 1218. 4" THICK 3000 PSf FIBER REINFORCED Q� 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings.All reinforcing details shall ON 8 MIL PVC VAPOR LAB CONCRETE S conform to"Details and Detailing of Concrete Reinforcement"ACI 117. " HEADER BEAM AS REQUIRED BARRIER SAB MODIFIED PROCTOR Q COMPACTED FILL w/TERMITE TREATMENT, TYP. ~ 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with AC!117, "standard Tolerances for Concrete Construction and Materials" _ O cA 9. Alt concrete slabs on grade shall be the thickness indicated on the drawings over min.6 mil.PVC vapor barrier.Slabs 8" 4 shall be reinforced with fibermesh reinforcement with a minimum 2"fiber length at 11blcy complying with ASTM C1116. I 3.. 1: LU . Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material.Structural II I/2" DIA. THREADED ROD WHERE SHOWN x fill shall be compacted to a density of a min.95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Fill shall be treated with termite poison before vapor barrier is placed. U 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min.95%of the Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of a min.two feet below the bottom of the footing. JACK STUDS AS REQUIRED 12. The following minimum concrete cover shall be provided for reinforcement: •5 BAR CONT. 3"-Concrete placed against and permanently exposed to earth V 2"-Concrete exposed to earth or weather,#6 bar or larger THREADED 1 !/2"-Concrete exposed to earth or weather,#5 bar or smaller RCED Tk4ICKENED {1 112"-Concrete not exposed to earth or weather for the primary reinforcement,ties,stirrups in beams and columns. q- 13. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths: HRU HEADE R, 5EA�l� NON- BEARIN DROF SIoA #4 bars-21"min. -3 SCALE: 1/2"s-l'-O" #5 bars-25'min. �J-( SCALE: 3/4"=I'-0" Q� #6 bars-32"min. #7 bars-46"min. 14. i! n Reinforcing in footings shall be bent around corners or comer bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. !! ! %"0 THREADED Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. SIMP50N LSTHDS !! iIT&HT w/24-I6d SINKERS, �r ROD,TYP. MASONRY: TYP.EA.GARAGE4" THICK 3000 PSI FIBER REINFORCED DOOR JAMB ii ! P. CONCRETE SLAB ON 8 MIL, PVC VAPOR 1. All masonry has been designed in accordance with ACI 530-02,"Building Code Requirements for Masonry Structures" �! ! SfMPSON 3,�"� x b" TITEN BARRIER ON 9bga MODIFIED PROCTOR and shall be constructed in accordance with ACI 530.1-02,"Specifications for Masonry Structures". ii i HD ROD COUPLER COMPACTED FILL w/TERMITE TREATMENT,TYP, EMBEDDED 4!i� ,TYP.w/ 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019.Grout shall I" CUT WASHER mixed to provide a slump between 8"to 11". i! i� U U 3000 P51 REINFORCED CONC.FOOTING 3. Mortar shall conform to ASTM C270 and be type M or S. GRADE w/ I-15 BARS CONI,w/MI " N.30 LAP 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive strength of 1900 psi(fm=1500 psi). DGRADE 5. All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum lengths: \\ \ � --- #4 bars- 15"min. -_,\/\ : - #5 bars-15'min. , #6 bars-30"min. #7 bars-40"min. 6. Grout all cell containing vertical reinforcement in 5'-0"maximum lifts.Provide cleanouts per ACI 530.1-02 in the bottom 5-125-12 I'-4"ONE STORY - 2-15 CONT, 1,-0 course of masonry when wall height exceeds 5'-0". I'-8" TWO STORY - 3-"5 CONT. 7. Beam reinforcement shall be continuous across control joints. WOOD: NICKENED INTER�CR 1. All wood framing has been designed in accordance with"National Design Specifications(NDS)for Wood Construction", J A!""15 FOOTING D T A I Lj 2001 Edition. 11 ' BEARING D 5LAB� �,SCALE: 3/4 :I-0�� IC<ENEID SLAB EDGE (GARAGE) �J-2 SCALE: 3/4".1'-011 �J'-2 SCALE: 3/4"=I'-�" z 2. All wood members in contact with masonry,concrete soil,or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. O 3. rx M a When AGQ treatment is used on any wood member,all nailing shall be hot-dipped galvanized meeting ASTM A153, Class C, or ASTM 8695, Class 50.When borate treated is used,galvanizing shall not be required. N W cn x 4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS)for Wood Construction",2001 Edition x U a "Design Specifications for Metal Plate Connected Wood Trusses(ANSI/TPI 1). 4 THICK 3000 P5f FIBER REfNFORCED U Mf W 4" CHICK 3000 PSI FIBER REfNFORCED CONCRETE SLAB ON 8 MIL.PVC VAPOR CONCRETE SLAB ON 8 MIL. PVC VAPOR 4" THICK 3000 PSI FIB R REINFORCED 5. All trusses shall be designed by the truss manufacturer's registered Engineer. BARRIER ON AB MODIFIED PROCTOR 6. BARRIER ON 9bgo MODIFIED PROCTOR CONCRETE SLAB ON 8�IL.PVC VAPOR 0 The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered COMPACTED FILL w/TERMITE TREATMENT,TYP. COMPACTED FILL w/ TERMITE TREATMENT, TYP. CONCRETE ON %% MODIFIED PROCTOR � Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors,the reactions H W at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed,The U.1, COMPACTED FILL w/TEIRMITE TREATMENT,TYP, W Contractor shall review and approve shop drawings prior to submitting to the Design Professional. ° D U 7. Handling and erection, including temporary bracing during installation of trusses,shall comply with TPI HIB 91. D � GRADE p °11, _ � lD v v �/ // //\\� o _ GRADE 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. \ \ \ 3000 P51 REINFORCED i 9. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie or approved equal. ------------- ----------- \ / s'\/ _ // 3000 PSI REINFORCED GONG. q a o �. \/\/. DATE OF 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307,Grade A or ASTM F1554,Grade 36. fi o ° /\' /\\/\\/ D -------------- \ _ / \/ //\/\//\//\//\//\ \//\/�• // // //\/ ISSUE 11. All metal connectors which are exposed to weather or in contact with masonry,concrete or ACO pressure treatment shall be galvanized per ASTM Al 53,Class C,ASTM 8695, Class 50 or be stainless steel Type 316.All anchor bolts, I'-0" w/2 05 BARS a 1E STORY threaded rods and associated hardware within 1500'of the Coastal Control Line shall be galvanized. I-4"w/3- BARS a STORY I'-4" ONE STORY - 2-05 CONT. I'-0" w/2 "5 BARS a O E STORYDRAWN BY: TWO STORY - 3-"5 CONT. I'-4" w/3- BARS a STORY ^ 4 HGP 12. Anchor adhesives shall be Simpson Strong-Tie"SET"Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong-Tie instructions for the anchor size and depth required. _ SHEET NO. PLAZA r3_-**NTH1G<ENE1D LAE _ AR.,AGE _ CJ-2 SCALE: 3/4":I'-0" NTER�CR TL Tk G< N D SL A �-2SCALE: 3/4":I'-0" S-2 \L-.2�15CALE: 3/4"=I'-0" _ �� 15039 O REVISIONS ELECTRICAL LEGEND $ SWITCH,5114GLE POLE 3 $ SWITCH,THREE-WAY 4 $ SWITCH,FOUR-WAY PORCH $R SWITCH,RHEOSTAT 110Y DUPLEX OUTLET ' - $44 A/C Ilov DUPLEX OUTLET w/MOUNTING HEIGHT COMP. ZLIP (L "A 110V DUPLEX OUTLET,WATERPROOF M,45fiER BEDROOM F 110v DUPLEX OUTLET,FLOOR MOUNTED U G UJP II0V DUPLEX OUTLET,CEILING MOUNTEDO*l 3 i IIOV DUPLEX OUTLET,HALF SWITCHED i . 5A U 41 I '< 1 I L-------- F�-a OUTLET ON DEDICATED CIRCUIT i10v DUPLEX OUTLET,ARG FAULT I I IIOV DUPLEX OUTLET,ARC FAULT,HALF SWITCHED i DINING KITCHEN QQ � 110V DUPLEX OUTLET,GFI r __ 1010 JUNCTION BOX 4 i i i i- i - u Ly L _j I I I I © DOOR CHIME BUTTON 4 G 00 1M 0 - ----- -------- I5LAND ❑ DOOR C4ME 5H R DRYER { 1 -------- L----------I D SMOKE /CANON MONOXIDE DETECTOR A U v �", L p. POty COMBINATION PHONE TV OUTLET — D PHONE i i i t HALL BEDROOM No. I � � I � Q my TV,GABLE P�4�1�'RY LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE I I ------ -------------------------- UJ.I.C. I P LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE EYE BALL { LIGHT FIXTURE,CEILING MOUNTED ----------------� LIGHT FIXTURE,WALL MOUNTED LIGHT FIXTURE,UNDER CABINET MOUNTED 5 4 FAMILY ROOM LIGHT FIXTURE,SOFFIT MOUNTED LIGHT FIXTURE,2-48" BULB FLUORESCENT I I ---+ LIGHT FIXTURE,48" LIGHT STRIP I U1rf-'kL H V-5 1/4" -[==PANELBOARD,12" TO TOP i DISCONNECT,12" TO TOP __ _ _ - i �\ -- UJ.I.C. � { I I 5ATH 3 I CEILING FAN w/LIGHT KIT GARAGE WP 5 PUMP CONTROL I CEILING FAN w/o LIGHT PANEL Z PORCH t M ELECTRICAL CONTRACTOR SHALL PROVIDE U COMPLETE SMOKE /CARBON MONOXIDE DETECTOR SYSTEMQ p.., U AS REQUIRED BY(ADE V ROOM No. ALL ELECTRICAL WIRING SHALL BE IN 0 � � Q W ACCORDANCE WITH 2008 NATIONAL con ELECTRIC CODE.PROVIDE ARC-FAULT W CIRCUIT INTERRUPTERS IN ALL BEDROOMS H PER ARTICLE 210-12. ELECTRIC CONTRACTOR SHALL INSTALL ALL BOXES AND U HAVE OWNERS APPROVAL OF LOCATIONS AND QUAINTLY MOR tO BEGINNNG WIRING. DATE OF ISSUE 9-29-15 DRAWN BY: l HGP - SECOND FLOOF., ELECTRICAL FLAN /100FIRF FLOOR LCT ICAL PLAN SHEETPLAZA:�- SCALE: 1/4"-V-0" SCALE: f/4":1-0" ��► ` 15039 REVISIONS RESIDENCE P A A STR T G ADIO A STR T A TI ANTIC 5�'1��OL5BF.. ACH , Fl -.ORIDA NORTH INDICATES DIRECTION OF NORTH TIDAL GREEK DRAWING NUMBER S 01' 15' 12' E 10,00' SECTION A- SHEET NUMBER WHERE I SECTION 15 DRAWN i I I DETAIL X DRAWING NUMBER I A- SHEET NUMBER WHERE I I I DETAIL 15 DRAWN I A I ELEVATION LETTER ELEVATIONS D A-5 B� SHEET NUMBER WHERE i C ELEVATION 15 DRAWN I I I I DOOR O DOOR NOMENCLATURE*- 3648 = 3'-6" x 4'-8° I POTABLE WELL •I �T��T�� WINDOW Q WINDOW NOMENCLATURE± 3648 = 3'-6" x 4'-8" SILT FENCE w/FILTER CLOTH I (MIRAR POLYFILTER OR APPROVED EQUAL)ON WOOD STAKES a MAX.6'-0" O.C. ❑ ❑I FL GRADE AE35REVIATiON5 ems, I U 0 �. I I A.G.T. ACOUSTICAL CEILING TILE E.W.N. ELECTRIC WATER HEATER MIN, MINIMUM '��ri�� ri�r% I ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT �ri�r r� . BACKFILL FENCE AFTER PLACING FENCE I I I Z � A/C AIR CONDITIONING UNIT EXH. EXHAUST V.S. NOT t0 SCALE ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTER ALUM. ALUMINUM Fix, FIBERGLASS OPNG. OPENING ��v�y ��\���\�� A ; tVVV// AWN. AWNING WINDOW FIN. FINISH PT PAINT �iv�� �i� I BILK BLOCK FIN.CLG. FINISHED CEILING P.V.G. POLYVINYL CHLORIDE ----- -- -, ( ~ @) BOT. BOTTOM FIN.FLR. FINISHED FLOOR P.T. PRE55URE TREATED BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE o DINWA K- 00 I E"'I B.U. BUILT-UP GALV. GALVANIZED REINF, REINFORCED I 10 --------- CAB, -- - I I W CAB, CABINET GL.BK. GLA55 BLOCK WINDOW READ. REQUIRED GPt. CARPEL GWB GYPSUM WALL BOARD R. R15ER '�`C.I, CASTIRON HDW. HARDWARE RD. ROOF DRAIN ) 5 I XD TURF�D II � E3AFFlEF, CL. CENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW T-) SCALE: /4"=1'-0" C.T. CERAMIC TILE HORZ. HORIZONTAL 514T. SHEET C.W. COLD WATER N.B. H05E BIBS SIM, 51MILAR 1,PLACE FENCE AT ENTIRE PERIMETER OF 51TE, qN CONC. CONCRETE H.W. HOT WATER 5L. SLOPE I [J CM.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC, SPECIFICATIONS CONT, CONTINUOUS IN5UL. INSULATION STL. STEEL 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WORK C.J. CONTROL JOINT JAN, JANITOR THK. THICK PERIOD BUT SHALL BE REPLACED AT THE END OF WORK 1`•L� CFM. CUBIC FEET PER MINUTE JT. JOINT T4G TONGUE AND GROOVE PERIOD DN. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. 'TYPICAL D15P. DISPENSER LAV. LAVATORY VERT. VERTICAL 0 I DN. DOWN M,O, MASONRY OPENING V.C.T, VINYL COMPOSITION TILE w DWG. DRAWING MATL. MATERIAL W.I.C. WALK-IN CLOSET EA. EACH MAX. MAXIMUM WRGW5 WATER RESISTANT GYPSM WALLBOARD O I T� M•■� t I MCH. M CHANICAL W.W.M. WELDED WIRE MESH 8 FAMILY � ELEC. ELECTRIC E E � E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. WATER CLOSET a, FIN,FLOOR a, M.P. METAL PANEL UR. URINAL z I ELEVATION 6:60' I I 1 I N I GARAGE. 0-241 PC a UJlNDLC,41)5 - I ❑ ❑I I I DRAINFIELD I ED EST IF EDI STIF WIND DE51GN PER FBC RESIDENTIAL 2010, TABLE 8301.2(2) I � BASIC WIND SPEED: 130 MPH +- - - -- - - -- - - - -- - - - - - - - - - -- - - -- - - - � - - - ------------, WIND DESIGN METHOD: ASCE 1-10 I I I { IMPORTANCE FACTOR: I I DRIVE WALK i I I I EXR05URE CATEGORY: C(Bx1.4 COFF.) 1 1I EXPOSURE CLASSIFICATION: ENCLOSED MEAN ROOF HEIGHT 29 FT. �' I I ROOF ANGLE: (30-45 DEGREES) 33.6901 DEGREE 5(8:12) r1^� EDGE STRIP 4.0 FT, I i I z ( 0 0 I® COMPONENT AND CLADDING WIND LOADS _� ~"'' _ i i I O ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND L AD(PSF) I fl ( P4M W # 1 10 38.92 -42 L----------j I I .5 w M � I ' I I 1 20 31+8 -40.44U 1 50 36.4 -3152 N 01' 15' 12' 10.00' a U U (L ) ) I 100 35.28 -36.2 H W '$ 2 10 38,92 -49.0 GLADIOLA STREETz u H �2 20 31.8 _41,6 W w 2 50 36.4 -44,8 W ¢ W 2 100 35.28 -42.5 INDEX OF DfRAUJING5:�I� FLAN. � d 3 10 38.92 -49.8 3 20 31.8 -41.6 SCALE: v8"=r-0" T-I TITLE SWEET, 61TE PLAN, DATA ZONING - RS-i A-1 -FIRST AND SECOND FLOOR PLANS �¢ 3 50 36.4 -44.8 A-2 ELEVATIONS 3 100 35.28 -42.5 A-3 SECTIONS 4 10 426 -462 I 1 /t® � � I I II AIRNDIDAREA 5 FOUNDATION PLAN, FRAMING PLANS raDATE IR5 OOR = 1,26 5F. 5-2 PECII�CATIONS, DEAILSU� 4 20 40.6 -442 5ECOND FLOOR = 611 5F. E-I ELECTRICAL PLANS, LEGEND 4 50 38.1 -41.1 AREA: POST CON5TRUCTION: UNCONDITIONED AREA = 211 5F. 10-2-15 4 I G 'CRAP 4 100 36.3 -39.8 LOT 1,152 Sr-. GARAGE = 330 5F, 0 1 I O (D I 5 10 4210 -51.0 HOUSE 1,983 5F. DRAWN BY: 5 20 40.6 -53.2 DRIVE .WALK 403 Sr-, 5ULDING CODEI ' NGP 1 R/p 5 50 38.1 -460 EQUIPMENT PADS 9 5F. 5 100 36.3 -442 SHEET NO. DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING TOTAL IMPERVIOUS SURFACE AREA 2,395 SF. I O D PLAZA 15 THE RE5PON515ILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALLIMPERVIOUS 33.5 MEET THE COMPONENT AND CLADDING DE51GN WIND PRESSURES 7% FLORIDA RESIDENTIAL CODE 2014 T- 1 © 14066 REVISIONS RESIDENCE 1:3 A A STR T G ADIO A STREET A I LANTIC BEACH , FLORIDA NORTH INDICATES DIRECTION OF NORTH TIDAL CREEK DRAWING NUMBER 5 01° 15' 12' E 10.00' SECTION Q_ 5NEET NUMBER WHERE SECTION 15 DRAWN I i I DETAIL X ♦ - DRAWING NUMBER I I ,4- SHEET NUMBER WHERE I DETAIL 15 DRAWN I A ELEVATION LETTER - I ELEVATIONS D _::::A-5 B� SHEET NUMBER WHERE 1 C ELEVATION 15 DRAWN I I I A DOOR O DOOR I NOMENCLATUREt I 3648 = 3'-6" x 4'-8" WINDOW A WINDOW I POTABLE WELL • O NOMENCLATUREt ( W 3648 - 3'-b" x 4'-8" I I I I I I SILL FENCE w/FILTER CLOTH I � (MIRAFI,POLYFILTER OR APPROVED EQUAL)ON WOOD STAKES G MAX.6'-0" O.C. ❑ ❑I 455RVII®I�t5 PORC44 U FLOW GRADE A.C.T. ACOUSTICAL CEILING TILE E.W.H. ELECTRIC WATER HEATER MIN. MINIMUM ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT �i ; BACKFILL FENCE AFTER PLACING FENCE I ISI u A/C AIR CONDITIONING UNIT EXH. EXHAUST N.T.S. NOT TO SCALE ALT. ALTERNATE EXT, EXTERIOR O.C. ON CENTER V ALUM. ALUMINUM Fps. F{BERGLASS OPNG. OPENING �`✓���%� �%��%���. AWN. AWNING WINDOW FIN. FINISH PT PAINT .,��� �� � � , BLK. BLOCK FIN.CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE ��` `� ��`� ----- I F..� @) BOT. BOTTOM FIN.FLR. FINISHED FLOOR P.T. PRESSURE TREATED I BLDG. BUILDMs F.D. FLOOR DRAIN Q.t. QUARRY TILE KITCHEN 601 I E.4 B.U. BUILT-UP GALV. GALVANIZED REINF, REINFORCED I 1 OWNG goI I CAB. CABINET GL.BK, GLA55 BLOCK WINDOW REOD. REQUIRED ` --- C.I. CA5TPERON WDBGYPSUM W. HARDWARE LL BOARD FPI RISER RD. ROOF DRAIN CL. CENTERLINE WGT. WEIGHT S.H. SINGLE HUNG WINDOW ` - ill C.T. CERAMIC TILE HORZ. HORIZONTAL 514T. SHEET T-I SCALE: 3/4 '-0" - I V C.W. COLD WATER W.B. W05E BIBS Sim, 51MILAR I CONC. CONCRETE N.W. HOT WATER SL. SLOPE 1.PLACE FENCE AT ENTIRE PERIMETER OF SITE. - ~ C.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS I! CONT. CONTINUOUS INSUL. INSULATION St. STEEL 2.FENCE MAY RK BE REMOVED AT WORK AREAS DURING WO ' _ I L C.J. CONTROL JOINT JAN. JANITOR TNK, THICK PERIOD,BUT 5WALL BE REPLACED AT THE END OF WORK I j ------ -------------------------- I I CFM. CUBIC FEET PER MINUTE JT. JOINT TTG TONGUE AND GROOVE PERIOD. t4 HAW DW. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYR. TYPICAL 2I AN I I C a D15P. DISPENSER LAY. LAVATORY VERT. VERTICAL -------------- DN, ------- - DN. DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DWG, DRAWING MATL. MATERIAL W.I.C. WALK-IN CL05ET a I EA. EACH MAX. MAXIMUM WRGWB WATER RE515TANT GYPSUM WALLBOARD �' I ELEC. ELECTRIC MECH. MECWANICAL W.W.M. WELDED WIRE MESH FAMILY ROOM E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. WATER CLOSET a, FIN.FLOOR a� M.P. METAL PANEL UR. URINAL �I ELEVATION 6.60' zl I N GARAGE I � a WIND LCAED5 I � ED E ST IF ED'E 5T IF DRAINFIELD I WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE 8301.2(2) a BAS(CWIND SPEED: 130 MPH - - - - -- -- - - - -- - - - - - - - - - --- - - - T- - - -- - WIND DESIGN METWOD: A5CE 1-10 I ,p r IMPORTANCE FACTOR: I DRIVE WALK EXPOSURE CATEGORY: C(5xI.4 COFF.) I I I I I I I I II EXPOSURE CLASSIFICATION: ENCLOSED I I I MEAN ROOF WEIGHT 29 FT. I ROOF ANGLE: (30-45 DEGREES) 33.6901 DEGREES(8:1 ) i I EDGE STRIP 4.0 FT. 110 ~ i �i I 01 0 10 ( 1 F I� I I ( z I I COMPONENT AND CLADDING WIND LOADS I i _M_ I I I I (� O ZONE EFFECTIVE WIND AREA(5F) ADJUSTED WIND LOAD( SF) ///", l I I 1 I I �Y., m 10 38.92 -4256 C �________�� N 1 - I � M I ( 20 3'1.8 40.46 1 50 36.4 -37.52 N 01' 157 12' 10.00' U 0- I I 1 100 35.28 -36.28 a U }- �- - - - - - - J 2 10 38.92 -49.0 N 3 0 0 0 2 20 31.8 -41.6 GLADIOLA Sp_.P. REET o haw F__1 Lu 2 50 3b.4 -44,8 rn W 2 100 35.28 -42.5(o INDEX OF D � 3 10 38.92 -49.84 61TE FLAN. 3 20 311B -41.6 SCALE: 1/8":V-0" T-I TITLE SHEET, SITE PLAN, DATA 3 50 36.4 -d4.8 ZONING - R5-1 A-1 FIRST AND SECOND FLOOR PLANS �¢ A-2 ELEVATIONS 3 100 3528 -4256 A-3 SECTIONS 4 10 42:6 -46,2 AIR CONDITIONED AREA 5-1 FOUNDATION PLAN, FRAMING PLANS 4 20 d4016 -44.2I} IFERVICU5 CE GALGUL,4TION& FIRST FLOOR = 1,265 SF. S 2 SPECIFICATIONS, DETAILS DATE OF SECOND FLOOR = (o17 SF. E-1 ELECTRICAL PLANS L ISSUE 4 50 38.1 -41.1 AREA: UNCONDITIONED AREA = 211 5F. LEGEND E D lJ I I �R�P : P05CONSTRUCTION: GARAGE = 330 5F. 10-2-15 4 10036.3 -39.8 LOT 1,152 5F. IQ Q I 5 10 42.6 -51.0 HOUSE 1,963 SF, DRAWN BY: �'iP TRAP 5 20 40.6 -53.2 DRIVE ,WALK 403 5fi. 5UILI) INGGODE HGP RIA 5 50 38.1 -48.0 EQUIPMENT PADS 9 SF. FILE COPY 100 36.3 -442 SHEET NO. DE51GN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING TOTAL IMPERVIOUS SURFACE AREA 2,395 SF. 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