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1201 Gladiola Street REVISED DRAWINGS RESID NC REVISIONS I-25-16 P L A AS T R EE T (?Lb G L ADIO LA S T R A AN ICT BEACII , FLORIDAE E T NORTH INDICATES DIRECTION OF NORTH TIDAL CREEK DRAWING NUMBER SECTION X A SHEET NUMBER WHERE - - - 5 01° 15' 12' E 10.00' SECTION IS PRAWN - - -• -' - - - - I DETAIL X DRAWING NUMBER ,q- SHEET NUMBER WHERE DETAIL 15 DRAWN A ELEVATION LETTER ELEVATIONS D A-5 B+'��" J SHEET NUMBER WHERE I C ELEVATION 15 DRAWN DOOR �. / DOOR i NOMENCLATURE* 3648 = Y-6" x 4'-8" I (•••.� WINDOWOA WINDOW I I NOMENCLATURE*- ! POTABLE •I 3648 = 3 6 x 4'-8" BLE WELL i H I I I W SILT FENCE w/FILTER CLOTH I I W ! (MfRAFI,POLYFILTER OR APPROVED I �T I EQUAL)ON WOOD STAKES 9 MAX.6'-0" O.C. ,455FREVATIQN5FLOW -� GRADE A,C.T. ACOUSTICAL CEILING TILE E.W.H, ELECTRIC WATER HEATER MIN. MINIMUM I a ADJ. ADJACENT EL. ELEVATION N.I,G. NOT IN CONTRACT % i\ A/C AIR CONDITIONING UNIT EXH. EXHAUST N.T.5. NOT TO SCALE >ivi , BACKFILL FENCE AFTER PLACING FENCE I a ( I O ALT, ALTERNATE EXT. EXTERIOR ii i ii i i f I I I ^ ALUM, ALUMINUM O.C. ON CENTER F.G. FIBERGLASS OPNG. OPENING AWN. AWNING,WINDOW FIN. FINISH PT PAINT ATNW BLK. BLOCK FIN.CLC. FINISHED CEILING P.V.C, POLYVINYL CHLORIDE �\\���� �����\� -------- I rh ✓,��% l�A�� r- ---' --- I V BOT. BOTTOM FIN.PLR. FINISHED FLOOR P.T. PRESSURE TREATED I BLDG, BUILDING .D. FLOOR DRAIN Q.T. QUARRY TILE - - MA t I H B.U. BUILT-UP GALV. GALVANIZED REINF. REINFORCED dp, KItGFIf:N CAB. CABINET j I W GL.BK. GLASS BLOCK WINDOW RECD. REQUIRED I O'0! - 1D NING 1 4 CPT. CARPET GWB GYPSUM WALL BOARD R. �� �---- C.I. CAST IRON RISER HDW. HA I H HARDWARE I I I CL: CENTERLINE R.D. ROOF DRAIN TUIDIT� SAI I I W W NGT. HEIGHT S.H. SINGLE HUNG WINDOW N C.T. CERAMIC TILE HORZ. HORIZONTAL SHt. SHEET t-� SCALE: 314"=1'-0" 1�'T�Y1 C.W. COLD WATER H.B. HOSE 8155SIMILAR SL GONG. CONCRETE H.W. SLOPE A3'AO A9��FkJJdll I hM,j� HOT WATER 5L. SLOPE FENCE AT ENTIRE PERIMETER OF SITE, - _ -- " C.M.U. CONCRETE MASONRY UNIT II, PLACE .D. INSIDE DIAMETER SPEC. SPECIFICATIONS t +- � � Y CONT, CONTINUOUS IN5UL. INSULATION 57L. STEEL f 2.FENCE MAY BE MOVED AT WORK AREAS DURING WORK - N C.J. CONTROL JOINT JAN. JANITOR THK. THICK PERIOD, BUT SHALL BE REPLACED AT THE ENE) OF WORK I CF.M. CUBIC FEET PER MINUTE JT, JOINT T8G TONGUE AVD GROOVE __ DH. DOUBLE HUNG WINDOW PERIOD. - LAM. LAMINATE lDI TYP. TYPICAL -____-- W e DISP. DISPENSER LAV. LAVATORY VERT. VERTICAL M.O. MASONRY DN. DOWN NRY OPENING V.C.T, VINYL COMPOSITION TILE r --- DWG. DRAWING MATL. MATERIAL W.I.C. WALK-1N CLOSET EA. EACH MAX. MAXIMUM ELEC. ELECTRIC WRGWB WATER RESISTANT GYPSUM WALLBOARD m O �u MECH. MECHANICAL W.W.M. WELDED WIRE MESH r73 E.W.C. ELECTRIC WATER COOLER MTL. METALFAMILY ROOM °p W.C. WATER CLOSET M.P. METAL PANEL UR, URINAL _ FIN.FLOOR z I ELEVATION 6.6(0' GARAGE 51-a UJIN EDPE ST IP ED E St IF WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R301.2(2) DR4(NFIELD I BA51C WIND SPEED: 130 MFH - - - - - - - - - - -- - - - - - - - - - - Lu I O O O O WIND DESIGN METHOD: A5CE 1-I0 ---------- _ _ Q - - IMPORTANCE FACTOR: i EXPOSURE CATEGORY: C (544 COFF.) I WALK DRIVE EXPOSURE CLASSIFICATION: ENCLOSED I MEAN ROOF HEIGHT 29 FT. i I Ir i ROOF ANGLE: (30-45 DEGREES) 33.6901 DEGREES(8:12) 01 I I 12 EDGE STRIP 4.0 FT I COMPONENT AND CLADDING WIND LOADS ( i w LOAD( � � 0 38.92 -42.56i I ZONE EFFECTIVE WIND AREA(5F) ADJUSTED WIND I `-� Z� 1 1 I 20 , - - - - ------ -40.46. 6 - - - E I 50 364 -3152 N 01° 15' 12' W 10.00'I00 3528 -36.28 � a x � w i 2 10 38.92 -49.0 I U / H oLu 2 20 31.8 -41.6al z al 2 100 2 50 36.4 -44.8 GLADIOLA STREET 0 � U un D (j W 35.28 42.56 ` /� I 3 10 38.92 -49.84 I I 1 �4 D E X OF D 4 W I I °l = 3 20 3 -4 .6 SCALE: 1I8"=1'-0° T-1 TI ��� � � �C�1� 3 0 36.6.4 -444TLE SHEET, SITE PLAN DATA I 1 55 ZONING R5-1 1 3 100 3528 -42.56 A-1 FIRST AND SECOND FLOOR PLANS A-2 ELEVATIONS 4 10 42.6 -46.2 �_- A-3 SECTIONS IMFEFUICU5 SURF,4c G,4LCUL,4T CC & AIR CONDITIONED AREA 5-1 FOUNDATION PLAN, FRAMING PLANS 4 20 40.6 -442 FIRST FLOOR = I O I I I 265 SF. 5-2 SPECIFICATIONS, DETAILS (�1 4 50 38.1 -41.1 AREA: SECOND FLOOR = 611 S.F. E-I ELECTRICAL PLANS LEGEND DATE OF 5 I �✓ I I Q 1R�P P05T CONSTRUCTION: UNCONDITIONED AREA = 211 S.F. ISSUE 4 100 363 -39.8 LOT 5 5 GARAGE RACxE o � ,52 SF. = 33(0 g S.F. Ira 42.6 -51.0 HOUSE 1,983 S.F. 2-23-16 403 5F. DRAWN BY: "<R 5 20 40.6 -53.2 DRIVE ,WALK ��#I� I I�� CME �l�I I I I 5 50 HGP 38.f 480 EQUIPMENT PADS 9 5F. 5 100 363 -442 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING TOTAL IMPERVIOUS SURFACE AREA 2 395 SF 15 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER = " AN E) SPALL /� F f SHE ��� I���� �����. ET NO. MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES q, IMPERVIOUS 33.5 a PLAZA FLORIDA RESIDENTIAL CODE 2014 T- 1 o 140(o( REVISIONS R SID NC I-25-16 L AZA STR GLADIOLA STREE T 51MBOLs A ANTIC B ACH F ORIDA NORTH INDICATES DIRECTION OF NORTH TIDAL CREEK DRAWING NUMBER 5 01° 15' TE 10.00' SECTION X SHEET NUMBER WHERE - - - - - - - - - - - �- - - I SECTION 15 DRAWN I � I X DRAWING NUMBER DETAIL A_ SHEET NUMBER WHERE I I DETAIL 15 DRAWN A I � D A-5 gr� ELEVATION LETTER ELEVATIONS SHEET NUMBER WHERE ELEVATION 15 DRAWN I I I A c DOOR �I DOOR NOMENCLATURE 3648 = Y-6" x 4'4" WINDOW A WINDOW 1 POTABLE WELL •I w0 O NOMENCLATURE' I I I 3648 = V-6" x 4'-8" SILT FENCE a/FILTER CLOTH I (MIRAFI,POLYFILTER OR APPROVED I EQUAL)ON WOOD STAKES m MAX,6'-0" O.C. /� I u o h ,�1� �V�hl��®N� FLOW GRADE A,C,T. AGOU5TICAL CEILING TILE E.W.N. ELECTRIC WATER HEATER MIN, MINIMUM ADJ. ADJACENT EL. ELEVATION N.I.G. NOT IN CONTRACT BACKFILL FENCE AFTER PLACING FENCE I U rrrr I W a A/C AIR CONDITIONING UNIT EXH. EXHAUST N.T.S. NOT TO SCALE ALT. ALTERNATE EXT. EXTERIOR O.G. ON CENTER ALUM. ALUMINUM F.G. FIBERGLASS OPNG. OPENING �irv��i %rid - --- ATNO AWN. AWNING WINDOW FIN. FIN15H PT PAINT \\\\ \\r\\ -_--- BLK. BLOCK FIN.CLG. FINISHED CEILING P,V.C, POLYVINYL CHLORIDE r I V BOT. BOTTOM FIN.FLR, FINISHED FLOOR P,T, PRESSURE TREATED KITC � M I v1 BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE M - III -__ INI O ! a I I B.U, BUILT-UP GALv, GALVANIZED REINF. REINFORCED I 00_� �------ CAB. CABINET GL,BK. GLA55 BLOCK WINDOW RECD. REQUIRED CPT. CARPET GWB GYPSUM WALL BOARD R. RISERI C.I. CAST IRON HDW. HARDWARE RD. ROOF DRAIN �� [) T U I[p� I T�- 15/4I E + j j - --- Aam GL, CENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW ---- I C.T, CERAMIC TILE PORZ. HORIZONTAL SPT. SHEET t-) SCALE: 3/4'=I'-0" V� C.W, COLD WATER H.B. H05E BIBS 51M. SIMILAR ~ GONG. CONCRETE N.W. HOT WATER 5L. SLOPE 1.PLACE F CE AT ENTIRE PERIMETER OF SITE. / ANT j C.M,U, CONCRETE MA50NRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIPICATION5 ii -- - CON T. CONTINUOUS IN5UL. INSULATION STL. STEEL 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WORKL N�� ---- ---- - -- C.J. CONTROL JOINT JAN. JANITOR THK, THICK PERIOD,B T SHALL BE REPLACED AT THE END OF WORK IN Iic CFf"'I. CUBIC FEET PER MINUTE Jt, JOINT 7eG TONGUE AND GROOVE PERIOD. � I � DH, DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. TYPICAL D15P. DISPENSER LAV. LAVATORY VERT. VERTICAL DN, DOWN M.O. MA50NRY OPENING V.G.T. VINYL COMPOSITION TILE w DWG. DRAWING MATL. MATERIAL W.I.C. WALK-IN CLOSET EA. EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD I r/� E..' ELEC, ELECTRIC MECP. MECHANICAL WFAMILY ROOM I.I.I.W.M. WELDED WIRE MESH I. v1 E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. WATER CL05ET, FIN.FLOOR M.P. METAL PANEL UR. URINAL z I -- ELEVATION 6.60' N I � Ia^ ( w I e9RCN UJINID LC,41D5 DRAINFIELD EDi EST IF ED E 5t IP WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R30I,2(2) BASK WIND SPEED: 130 MPH WIND DESIGN METHOD: A5CE 1-I0 ut Cx IMPORTANCE FACTOR; I WALK DRIVE w I I EXPOSURE CATEGORY: C(1544 COPP.) I I I EXPOSURE CLA551FICATION: ENCLOSED i i I MEAN ROOF HEIGHT 29 FT. z ROOF ANGLE: (30-45 DEGREES) 33,6901 DEGREES 8:12) ul EDGE STRIP 4.0 FT, I i Q i N O O O i I Z 2 I I 1 , Z COMPONENT AND CLADDING WIND LOADS I �_�_j ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOA (PSF) Q r , a^ V M a 1 10) 38.92 -42.56 L---------J W c� 1 20 31.8 -40.46 I I 1 50 36.4 -31.52 N 01° 15' 12' W 1000' Q U LL I I I I(D@ 35.28 -36.28 N W o -/�- - - - - 2 10 38.92 _4;.� GLADIOLA SCD TREET p 0 Lu O Q O O 2 20J 31.8 �' Lu 2 50 36.4 -44.5 U 2 I:aO 35.28 -42.56 f � N NDEX OF D ,4UJINGS: FEB 2 4 2016 3 10 38.92 -49.84 `r7� 3 20 31.8 -41.6 SCALE: 1/8"=I'-0" T-I TITLE 5WEET, 517E PLAN, DATA v ZONING - R5-1 A-1 FIRST AND SECOND FLOOR PLANS 3 50 36.4 -44.8 A-2 ELEVATION5 3 100 35.28 -42.56 A-3 5ECTION5 4 IO 42.6 -46.2 I{�� \ ,I��� �I f����� ��������I���e AIR CONDITIONED AREA 5-I FOUNDATION PLAN, FRAMING PLANS I I 1l lam# FIRST FLOOR = 1,265 5.F. 5-2 5PECIFICATION5, DETAILv DATE 5EGON Q 6 -44.2 D FLOOR = 611 5F. ISSUE 4 20 40. E-I ELECTRICAL PLANS, LEGEND O I I I tR�P 4 50 35,1 -41.1 AREA: POST CON5TRUCTION: UNCONDITIONED AREA = 211 S.F. 2-23-16 4 100 36.3 -39.5 LOT 1,152 SP. GARAGE = 330 S.F. DRAWN BY: I O I 5 10 42.6 -51.0 HOUSE 1,983 S.F. SRP 5 20 40.6 -53.2 DRIVE ,WALK 403 5,F. 5U I�IDN CCIDE 5U �E � HGP DG RlA 5 50 38.1 -48.0 EQUIPMENT PADS 9 S.F. _ - 5 100 36.3 -44.2 SHEET NO. DE51GN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING TOTAL IMPERVIOUS SURFACE AREA 2,395 5F. 4FFL I C,45L E GOD E 5: PLAZA 15 THE RESPONSIBILITY OF THE WINDOW /DOOR MANUFACTURES AND SHALL q, IMPERVIOUS T- 1MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES FLORIDA RE5IDENTIAL CODE 2014 © 14®66 REVISIONS 1-25-16 41'-0" IS' 10" 9'-0 1/2" 13'-1 112" 8x8 POST,TYP. A-3 r------------------------------------------- -----� - SIM. I I I I N 4040 S.N.TEMP. A-3 PR 3050 I { L----------------------------------------- ----------------, n SILL m 36" AFF. EGRE55 I I I I I I I PORCH 10'-1" CEfL. _ �`°� A/C S COMP. 6140 1/2" 8'-4" 4'-0"`" o Ln I I M. I I I I I I I I 3 305.14. 8.6068 I I j I PATH I I I I f I I ------_� b I -1" GEIL. o � � I i I I D.IU. � i Q I I I W -- MASTER BEDRO V KITCHENa 001 r 10'-t GEIL, w r ------ "10'-1" CEIL. '" NC � i �j DINING ' 0 �+ WN 23'-2" 6'-6" Q T-4" 15'-10" I I i 15LAND i n I ii S13YSf4 51�1�2A A-3 Wall,, W I — 10'-I" CEIL. I � 8 9 m b068 BF. ANTRT' - HALL �6 s n S'-I" CEIL. A-3 -------------------------- 20 8 F. - ---- Nve BEDROOM No. I _ _ ----------------- _ UJ.I.C. I 8'-1" CEIL. _ F. 8'_1" CEIL.FIR 5. to I WOOD O - URNING Q' `n r N (REPLACE 3' 8" 3'-8" 6'-0" ----- d w 18'-1 1/2" " 4'-211 I - A- p 2468 POC. 8 I I FAM I L T ROOM 10'-I" CEIL. 5TAfR: W.I.C. A-3 �, r 8' I" GEIL. I T 10.25" s, L- ------ 4'-31/2" HALL.i I 8'-1" GEIL. ------ - BATH M A-3 � o i W.I.C. a6 _ 8'-1 CEIL. 8'-1" CEIL Py � I 2468 POG. O w GARAGE 8'-1" CEIL - GIUB CEILING o� 6 PR 3050 3'-7 I , W-10" ------- PORCH o 1 10'-I" CEIL. r m W ----------- -------- BEDROOMNo. N 8'-1" CEIL. � w x 8x8 POST, TYP. 8x8 POST, TYP. - U s e 3 (7 W 0 16070 O.N. � W F., 3050 3050 GRESS �/ H W 7140" U DATE OF ISSUE Auk 2 23-I6 21' 6" 19'40" DRAWN BY: 41'-0" _ NCsP SECOND FLOCK FLAN Pi RST FLOOR FLAN _ SHEET PLAZAA SCALE: 1/4"=P-0" SCALE: 114"=1'-0" A/C AREA = 617 Sr-. AIC AREA = 1,265 5F. A- 1 UNDER ROOF = 1,96'1 S.F. t� 0 15039 REVISIONS 1-25-16 OVERFRAMED CRICKET OV RAMED "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON 1/2" CRICKET NOM.STRUCTURAL SHEATHING DECKING NAILED w/8d RING SHANK NAILS a 6" O.G.AT PANEL EDGES AND " INTERMEDIATE AND 4" O.0 AT COMPONENT AND = HIGH WIND` SHINGLES ON 30"FELT ON ��Z" CLADDING EDGE ,� NOM.STRUCTURAL SHEATHING DECKING NAILED w/ad STRIP •3 HT1 Q RING SHANK NAILS 9 6" O.G.AT PANEL EDGES AND W "I INTERMEDIATE AND 4" CC AT COMPONENT AND CLADDING EDGE STRIP 0 3 w WN U 6 CEMENT FIBER -- (o" CEMENT FIBER SIDING a SIDING Ix4" CORNERBOARD, v 1x4" CORNERBOARD, TYP, TYP. AE 6"x8" WRAPPED P.T, Z' 6x6 POST OVERFRAMED CRICKET 1 - "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON Ing" NOM. STRUCTURAL SHEATHING DECKING NAILED w/Sd RING SHANK NAILS 9 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.G AT COMPONENT AND CLADDING EDGE STRIP x 3 TRUSS BEARING 6" CEMENT FIBER ° 6"CEMENT FIBER SIDING OVERFRAMED 51DING CRICKET Ix4" CORNERBOARD, Ix4" GORNERBOARD, _ TYP. TYP. Q, ZO "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON %" LID NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd a. vi RING SHANK NAILS � 6 O.C.AT PANEL EDGES AND _, INTERMEDIATE AND 4" OC AT COMPONENT AND TRUSS BEARING__— —__—__—_-----CLADDING EDGE STRIP"3 m ----- ---- - SECOND FLOOR - - - ------- ----- --------------------------------------------- ---- --------- � � 2, U cn ----+----------------------------I-------- - --TRUSS BEARING ---------- 6" CEMENT FIBER I 6"GEMENT FIBER O W SIDING 51DING 71 Ix4" CORNERBOARD, I I TYP. 0 8"x8" WRAPPED P,T. 6x6 POST ____ 1 SEE II/6-2 FOR 1 SHEATHING PATTERN - DATE OF ISSUE ------------------------------- -- -- --- -- 2-23-16 DRAWN BY: HGP 1 SHEET NO. PLAZA \� A-2 F � G REVISIONS _ "HIGH WIND" ASPHALT 5HINGLE5 ON 30"FELT ON /2" 2x6s 24" O.G. 12 NOM, STRUCTURAL SHEATHING DECKING NAILED w/ad RING SHANK NAILS tv 6" O.C, AT PANEL EDGES AND 1 INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP "3 2-2x6 2-2x6 STAIR: TRU55 BEARING 15R g 1.58" - 14T a 10.25" BEAM, SEE $TRUCT, METAL DRIP ON Ix6 FASCIA ON 2x4 SUB FASCIA, TYPICAL i-o CEMENT FIBER VENTILATED SOFFIT, TYP, 2-2x6 TF'� 10Y° Ix4 TRIM,TYP. CLOSET FOLD LINE e WEATHER BARRIER,CONT, LP SIDING GUT LINE,TYP. ' DO NOT SEAL i \ r - I TYPICAL \ ALUMINUM FLASHING 5-2 FOOTING I WASTE 45T 4 I 5EGT I CI V Q I EDGE OF ROUGH OPENING Q@ SCALE: '/2"=1'-0" Q 4" THICK 3000 P51 FIBER REINFORCED �..� /2 GWB CONCRETE SLAB ON 8 MIL.PVC VAPOR I � FOLD LINE i ; f I / BARRIER ON 96% MODIFIED PROCTOR ` 5/4" x 31/2" LP TRIM COMPACTED FILL w/ TERMITE TREATMENT, u /r \ TYP. - - - - - - - - - FIN.FLOOR a /---------------------- - -- -- - w DO NOT SEAL WEATHER RESISTANT CAULKING � i GRADE ^ BARRIER INSTALLATION HIGH WIND ASPHALT SHINGLES ON 30 FELT ON /2 �J■� N ►�+ NOM, STRUCTURAL SHEATHING DECKING NAILED w/ad I SIM. U I2 RING SHANK NAILS m 6" O.C.AT PANEL EDGES AND S-2 ALUMINUM FLASHING WINDOW 1 INTEWEDIATE AND 4" O.0 AT COMPONENT AND a CLADDING EDGE STRIP 0 3 W � 1 � DEAD UJALL SECTION FC FRCHE5 z 5/4"x3/2" HARD[ TRIM TRU55 BEARINGSCALE: 1/2"=P-0" METAL DRIP ON Ix6 FASCIA ON <C 2x4 5U5 FASCIA,TYPICAL WINDOW CEMENT FIBER VENTILATED SOFFIT, TYP. WINDOW Ix6 TRIM,TYP. CAULKING BITUMINOUS TAPE 5/4"x6" HARDI TRIM a� SEALANTFINISHED ELEVATION "HIGHWIND ASPHALT SHINGLES ON 30"FELT ON '/2" 12 NOM. STRUCTURAL SHEATHING DECKING NAILED wl 8d 514" x 3'/2" LF' TRIM RING SHANK NAILS m fo" O.G.AT PANEL EDGE5 AND INTERMEDIATE AND 4 O.0 AT COMPONENT AND 1,� I Y!-�l�i�iDCLUf FALLATICN i1/„2 GWB SIDING ON �2 NOM, ZIP WALL2NOM.STRUCTURAL SHEATHING DECKING NAILED 6 EXPOSURE SMOOTH CEMENT FIBER CLADDING EDGE STRIP ”3 w/Sd RING SH NK NAILS EDGE5 AND IN m6" O.CERMEDIATE AND 4."AT PANEL � �� g 16" O.C.w!R-13 BATT INSULATION,SEALANT O.0 AT STRUCTURAL SHEATHING ON 2x4 STUDS '/ "COMPONENT A dD CLADDING EDGE STRIP k 3 GWB INTERIOR2I. VERIFY THE OPENING I5 PLUMB,LEVEL AND SQUARE. ml.rWEATHER BARRIER,CONT. 2.VERIFY THE WINDOW WILL FIT IN THE OPENING. HARDI PLANK SIDING w/ P/4" LAP TRU55 BEARING 3.CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP CORNER OF OPENING AT 45O METAL DRIP ON Ix6 FASCIA ON ANGLE TO ALLOW THE WEATHER BARRIER TO BE � 2x4 SUB FASCIA, TYPICAL _ LAPPED OVER THE FIN At THE HEAD OF THE WINDOW, I N 5 U L A T I OI y �l E O U E►� I T S CEMENT F15ER VENTILATED MAKE SECOND AND THIRD CUTS UP AT 450 FROM (TYPICAL ALL FLOORS,WALLS AND ROOFS) SOFFIT,TYP. BOTTOM CORNERS,MAKE LAST CUT UP AT CENTER TO TOP CUT. 2x4 WOOD FRAMED EXTERIOR WALLS R-13 BATT INSULATION Ix6 TRIM, TYP. 2x6 WOOD FRAMED EXTERIOR WALL5 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 '/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 5TU1)5 5. INSTALL SILL 5HIM5 AS REQUIRED BY WINDOW 6" EXPOSURE SMOOTH GEMENT FIBER (A5 ACOUSTICAL INSULATION) 9 16" O.C,w/R-2I BATT INSULATION, MANUFACTURER CAULKING SIDING ON 11" NOM. ZIP WALL p GWB INTERIOR STRUCTURAL SHEATHING ON 2x4 STUDS H 10 16" O.G.w/R-13 BATT INSULATION, '/ " WOOD SPECIES: I t AT CONTRACTORS OPTION: u m �U 6. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND 2 SILL PLATE5 ON CONC.OR "ZIP" SHEATHING PANELS TO p m P. FASTEN A5 REQUIRED BY WINDOW MANUFACTURER. GWB INTERIOR - -4 SEALANT MA50NRY - BORATE TREATED SYR BE INSTALLED VERTICALLY W m FROM 1" BELOW TOP OF SLAB 1.FOLD DOWN WEATHER BARRIER AT HEAD,TRIM AT OTHER PLATE5 - SYR HEADERS - SYR. 70 TOP OF TOP PLATE, HEAD OF WINDOW. `A STUDS - SPRUCE PINE FIR TYPICAL ALL AROUND ONE a U MISC. - SPRUCE PINE FIR ; STORY ONLY �„� Q W 8. APPLY SIDE FLASHING TAPE AT JAM55 AND AT 45° ALL FASTENERS CONTACTING CUTS AT HEAD- /2" GWB 5/4" x 6" HARDI TRIM SILL PLATE TO SLAB: 1-51MF50N TITEN ACQ TREATED LUMBER SHALL BE SILL PLATE TO SLAB: 1-6IMPSON TITEN U R; prt 9. INSTALL HARDI PLANK TRIM AT SILL,JAMB5 AND Hp SCREW 3/8" x 23/a" EMBED wl 23/a" STAINLESS STEEL OR N07 DIPPED HD SCREW 3VO x 23/4" EMBED w/ 23/a" H E ¢ 5 HEAD,(NO 45° MITERS) EDGE DISTANCE TO CONC. EDGE m GALVANIZED. EDGE DISTANCE TO GONG.EDGE 6 W 10. INSTALL ALUMINUM FLASHING AT HEAD.EXTEND 'i/2 MAX. 32" Q.G.,MAX 8" FROM ALL W MAX.32 O.C.,MAX 8 FROM ALL SEALANT BUILDING CORNERS AND PLATE BUILDING CORNERS AND PLATE PAST EDGE OF JAMB TRIM, SPLICES, 4 THICK 3000 PSI FIBER REINFORCED SPLICES. r" CONCRETE SLAB ON 8 MIL. PVC VAPOR U 11, APPLY HEAD FLASHING TAPE,FOLD DOWN WEATHER COMPRESSIBLE SILL SEAL BARRIER ON 9?o% MODIFIED PROCTOR COMPRE551BLE SILL SEAL 4 BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. WEATHER BARRIER,CONT. COMPACTED FILL w/ TERMITE TREATMENT, \ HARDI PLANK SIDING w/ I'/a" LAP- FIN.FLOOR - - - - - _ - TYP. - - - - - - - — FIN.FLOOR - ° ° V GRADE VGRADE DATE OF ISSUE I I TYPICAL o S-2 FOOTING I TYPICAL 2-23-16 S-2 FOOTING DRAWIN BY: UJINDCUJ INFALLATICN = MAEDI FLANK HGP A-1 SCALE: 3"=I'-0" SHEET NO. 2 T�rf ICAL UJAI=I= 5ECTION T 'FIG4L WALL SECTION PLAZA \A-3/ SCALE: /2..=p-0" A-3 SCALE: /2"=1'-0" r (49 A-3 \ �� 15039 REVISIONS 1-z5-16 51MP50N A5U66 ON /2`0 THREADED ROD EMBEDDED T" INTO NEW SLAB w/12-16d TO SIM. I � SET 51MP50N LCE4 w/ SET 51M 5ON LCE4 wJ 24-16d NAIL5 24-16d NAILS I SIM. S-Z Past S-2 S-I 2-10" L L 1 "svll x ba-c\w Ac'.SH VQe9M1a -1 90T OT b8-8 $ aa1J51T OT I I I I .9YT ,3TA19 ` I--- -- - ------------- S-2 I- SIM ON H2.5 w/5-Sd Ilh" �,' �' /2 3-2x I/1 3-Zx8/2 2 TOT 5 4 5-8d TO TO I o o m o m o a PLATE TYP. //vZ// i ------- -------------- ------------------------'l � II La I I I 0- I I O I I m 3-2x8/1/i 3-2x8/1/1 ' I I � m II II m p r-----------I --- ----------- -----------i I ` �2" N STRUCTURAL SHEATHING DECKING NAILED I r -+ -- --- --------------- ----------- I I Y II -------- II o I w/8 RING SHANK NAILS 6 "' O.C.AT PANEL w I I I I I I I Q ' COM NENEDGDT AND CLADDING EDGE ERMEDIATE AND �RIP "3 � i I I i ------ TO ' I- 51MP50N H2.54V/5-5d x 11/2" w ' TRUSS 5-0d 7�TOP , <i � I PLATE, TYP. ------ II II II II u 1- 51MPSON H2.5A w/5-8d x 112" I I I I o I I I a TO TRU55 e 5-8d TO TOP I I I I I I I I o PLATE, TYP. I I I I I o I I m II II II �- I I jI ` `„ II II it I � ° I I i 15LAND I- 6IMP50N W2.5A w/5-66 x 1112° P6.1 h+l TO OUTRIGGER 4 5-8d TO GABLE TRU55,TYP. , I I LL' __ i 1 I I �3YSic1 Sl HaA�1 I I _ I m - II I J I i m r- I II Y I I II II I 2-2x +I/� 2-2x4/1/1 f II I II \ II II m II II I 'x► I- SIMP50N H2.5A w 5-Sd x 1'/2" I I ADJUST PREFAB - n I I I I I I I TO TRUSS 4 5-Sd TO TOP METAL CHIMNEY II II II II PLATE,TYP, TO CLEARAy NN' x I I I I I I I I TRU5555 �\ `v I I i i i i l i ° 4" THICK 3000 P51 FIBER REINFORCED 1 CONCRETE SLAB ON 8 MIL,PVC VAPOR ` r ' NOM.STRUCTURAL SHEATHING DECKING NAILED ' ` 1 i j BARRIER ON 96i° MODIFIED PROCTOR y I t COMPACTED FILL w/TERMITE TREATMENT, j l I I l i m W/8d RING SHANK NAILS a 6" O.G. AT PANEL f 1 i TYP. I I I I r---=--------------------^---- ----------------^---� 1 i ' COMPONENT AND CLADDING EDGE STRIP "3 ' 2-2x4/1/1 j j I I I I 1 1 I, ' II II m II II II � 11 II II i I f � 11 I I II ii w I I I � � II II II II N II I- 51MP50N H2.5A LU/5-56 x 11,2u j i I I i t I I CJ j I i I I I i 0 � o II II II � II TO TRUSS t 5-Sd TO TOP x I I I- 51MP50N 1-125A w/5-8d x 1'/2" PLATE,TYP. `7 I I I I I I i tcr TO TRU55 i 5-6d TO TOP m I I I I I I I I I N II II II II I PLATE,TYP, ' I _ II II 11 I I � ILIA 11 II jj II � I ' o w ® II II II II II 1 I I II , F- It II II II II 1 I I 4" THICK 3000 P51 FIBER REINFORCED ' I I I I 1 1 1 1 CONCRETE SLAB ON 8 MIL. PVC VAPOR I j I 112" NOM.STRUCTURAL SHEATHING DECKING NAILED i I MODIFIED PROCTOR Lu/Sd RING SHANK NAILS � 61" OC. AT PANEL ' ° I I J� , I I r---^--- ---i BARRIER ON 96% 3 x8/1/1 1 1 r ------- --, I COMPACTED FILL w/ TERMITE TREATMENT, I j COMPONENT AND CLADDINGI EDGE STRIP "3 i I i I ° i i TYP. = i I IL^--------------------------------- -44 ------------ ---------------_ I- 5IMPSON 1-12.5A w/5-6d x 111/2" w O w TO TRU55 t 5-Sd TO TOP I I u a Ei o I i PLATE, TYP. ' i i w I I I OdC O ii N I- SIMP ON H2.5 w/5-Sd 1�2" Sin" T8G ADVANTEX PLYWOOD DECK t I 5- (rcD I I j TO TRU 5 5-8 t0 TOP G ' PLATE, TYP. PREENGINEERED FLOOR TRUSSES 9 J L-------------------------------------------------------- 2-6' ---------------------------------- ----- -----------2-8 LV --------------------------------11 rr---------------- SET -- -----------SET 51MF50N LCE4 w/ SET 51MP50N LPC6Z F- 24-16d NAILS w/ 16-10d NAILS I 511"1. SIM. I 1 I I S_I IL------------------------------ ------------� I 51MP50N ABU66 ON 112"0 L------------------------------ --------------I THREADED ROD EMBEDDED T' _ INTO NEW SLAB w/12-1(od TO 2-10" LVL FULL WIDTH P05T Ln --- --- ---- ----- - -- ---- --- ---- ----------- --- ---j II l II 6 s�fl x b8-c!\w 'NE. p VIOa9MIa -1 5-2 5-2 5-2 5-2 to O OT b6-c' 9 5131Z151TUO OT 5-2 U .9YT,aaUS1T 3UHAB CONTRACTOR'S OPTION: <C 5-Z AT ALL LOCATIONS GALLING FOR pi U m W 1-51MF50N H2.5A,CONTRACTOR MAY 5U55TITUTE 151MP50N W m Z 5DWC15600 SCREW INSTALLED AS PER SIMP50N INSTRUCTIONS L U HIGH ROOF FFRA�ING FLAN SECOND FLOOR / LOW ROOF FRAMING FLAN FOUNE)ATICN FLAN SCALE: I/4"=I'-0" SCALE: 1/4"=1'-0" SCALE: I/4"=1'-0" FW4 � FU m: VERTICAL THREADED ROD HOLD DOWN SYSTEM. 3ie"O THREADED ROD CONT.FROM FOOTING TO ABOVE U TOP PLATE,ALL THREADED RODS SHALL BE \ ANCHORED WITH 51MP50N TITEN HD THD3(o34RC(ROE) COUPLER)SCREW. AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD. RODS MAY BE SPLICED w/51MPSON CNW CONNECTORS.RODS SHALL TERMINATE ABOVE TOP DATE OF PLATE AT 3"x3"xl'/$" WASHER AND NUT TIGHTENED TO ISSUE APPROX 25 LB/FT OF TORQUE. ALLOW MIN.OF 3 2-23-16 THREADS ABOVE WASHER SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES DRAWN BY: AND ISOLATION OF METALS AT 511-1-. HGP J SHEET NO. PLAZA s_ 1 �� 15039 Q DOUBLE TOP PLATE - SYP.2x4 OUTRIGGERS REVISIONS STRUCTURAL NOTES: " • GABLE TRU55. CHORD OF BLOCK SHEATHING EDGES I- 6" SIMP50N SpWC SCREW WITHIN 4'-0" OF GABLE I I z w FROM HEADER TO TOP 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the s w .. HEADER,SEE . AN .. ENDS. authorities having jurisdiction over this type of Construction and Occupancy at this location. SECOND_FLOOR__ r PLATE, TYP.MAX 24 O.C.. I - SIMPSON H2.5A w/ 5-10d -- - -- 6" SIMP50N SDWC SCREW x 11/2" TO OUTRIGGER E 2. The Contractor shall be res onsible for the means and methods of construction and shall work in conormance with all FLOOR TRUSS fl FROM EACH JACK STUD TO 5 IOd x i2" TO EA GABLE p TRUSS BEARING_ O f applicable codes and regulations. HEADER, TYP. TRU55. LU _ U A> JACK STUD,S PLAN 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar 2-10' LVL BEAM/ -s z situations elsewhere on the work, except where shown otherwise. p q d 4. All design loads shall be per Florida Building Code,2014. I u 4 z KING STUD,5E LAN 5YP t OF T 55 Live Load, Roof-25 psf j o z �-< AND P OF G LE. Live Load, Floor-40 psf z TYP.STUD T 8'- TT 10 Live Load, Open Balcony-60 psf -`- GH CR SING w!3-I f I - SIMPSON H2.5A w/ 5-IOd Dead Load, Floor -15 psf unless otherwise noted ' OPENING x 11/2" TO LATERAL BRACE 4 5-IOd x 1�1/z" TO EA. Dead Load, Roof -15 psf unless otherwise noted 1 THREADED RODS 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site r I GABLE TRUSS. 1- 4" 5IMP50N 5DWC SCREW is capable of providing min.2000 psf soil bearing. � '. JACK STUDS FROM EACH JACK AND KING I - 5IMF-50N MSTA9 w/ I 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil,the Architect shall be notified prior to continuing STUDS TO SILL PLATE 8-IOd a 48" O.C. SYP 2x4 LATERAL BRACE a 48" the work. SIMPSON 3ka"ll, x 6" TITEN HD O.C.w/ 3-16d NAILS s EA. TRU55 7. Step footings below all sanitary and water lines. 5CREW,3" FROM SLAB EDGE,4" MIN CROSSING. EMBED WITH 3" 50.x 1/4" WASHERS. CONCRETE: A RAG E OFENIN 5 H E A T H I NG "" :' 2x SIL PLATE 1. Concrete has been designed in accordance with ACI 318-02,"Building Code Requirements for Structural Concrete,and 5-� SCALE: 1/2":1'-0" shall be constructed in accordance with ACI 301,"Specifications for Structural Concrete. SLAB BfRACi2. All concrete shall have the following minimum compressive strength at 28 days in accordance with g N N DETAIL- ASTM 19slabs and 939: �� T�F, OFEN INC 5TRAF� N Footings,slabs on rade and misc,concrete:fc=3000 psi �-2 SCALE: 1/2"=I'-0" Cast-in-place beams,columns and elevated slabs:fc=3000 psi 5-2 SCALE: 112"=1'-0" 3. Cement shall conform to"Specifications for Portland Cement"(ASTM C150). NUT w/ 3"x3" x 114" WASHER 4. Aggregate shall conform to"Specification for Concrete Aggregate"(ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. DOUBLE TOP PLATE 6. Construction within 1500 ft if the Coastal Control Line additional requirements: 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" CRE 3000 P51 FIBER REINFORCED I CONNCRETE SLAB ON 8 MfL PVC VAPOR 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings.All reinforcing details shall HEADER BEAM A5 REQUIRED BARRIER ON 95516 MODIFIED PROCTOR conform to"Details and Detailing of Concrete Reinforcement"ACI 117. i COMPACTED FILL w/TERMITE TREATMENT, TYP. a 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 8° x w 3" � 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min.6 mil. PVC vapor barrier.Slabs "' ^ shall be reinforced with fibermesh reinforcement with a minimum 2"fiber length at 1lb/cy complying with ASTM C1116. W x I I � 1/2" DIA.THREADED ROD WHERE SHOWN ° U 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material.Structural 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. JACK STUDS A5 REQUIRED 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min.95%of the y Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of a min.two feet below the bottom of the footing. '5 BAR CONT. �/ •L U H 12. The following minimum concrete cover shall be provided for reinforcement: 3"-Concrete placed against and permanently exposed to earth T H /� D E) C[) T�f 0> NEE) I N T E I C 2"-Concrete exposed to earth or weather,#6 bar or larger 1-f #�!� J� J� /� Q� 1 1/2"-Concrete exposed s earth or weather,#5 bar or smaller � T H U H A D B � i NCN =F)E A R I N D RO F 5 L A 1 1/2"-Concrete not exposed to earth or weather for the primary reinforcement,ties,stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths: 5-2 SCALE: I/2"=1'-0" 5-2 SCALE: 3/4"=1'-0" #4 bars-21"min. #5 bars-26"min. #6 bars-32"min. #7 bars-46"min. u n 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. H ii 3/8"0 THREADED Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. 5IMP50N L5THD8 ROD, TYP, 4" THICK 3000 P51 FIBER REINFORCED wl 24-16d SINKERS, 111 1 CONCRETE SLAB ON 8 MIL, PVC VAPOR TYP.EA.GARAGE MASONRY: 8" T rP, BARRIER ON 96516 MODIFIED PROCTOR DOOR JAMB MPSON 3�8°¢ x 6" TITEN COMPACTED FILL w/TERMITE TREATMENT,TYP. 1. All masonry has been designed in accordance with ACI 530-02, "Building Code Requirements for Masonry Structures" SI5IROD COUPLER and shall be constructed in accordance with ACI 530.1-02,"Specifications for Masonry Structures". EMBEDDED 4/211,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". U U U 3000 P51 REINFORCED CONC.FOOTING GRADE w/ I-05 BARS CONT.w/MIN.30" LAP D p 1I 3. Mortar shall conform to ASTM C270 and be type M or S. l o / o i 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units,Type 1,Grade N-1,normal \\\\\ ) ° GAD weight,with a minimum compressive strength of 1900 psi(fm=1500 psi). 5. All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum lengths: \�/�\/�\ 'ti o P /\ `s�/\� �\�/\ #4 bars- 15"min. ° VA/VA/\ #5 bars- 16"min. //V//V// /V//V//V #6 bars-30"min. #7 bars-40"min. -� I'-4" ONE STORY - 2-"5 CONT. 6. Grout all cell containing vertical reinforcement in 6-0"maximum lifts.Provide cleanouts per ACI 530.1-02 in the bottom 5-12 5-12 I'-8" TWO STORY - 3-05 CONT, course of masonry when wall height exceeds 5'-0". I I 7. Beam reinforcement shall be continuous across control joints. T I� N INTERIOR, � ��I.� �N�� ���� EDGE `/ � ,� E5-2 SCALE. 3/4":l'-0" WOOD: & AA A5 FCCTIN [DETAIL= 5 5 ,4IN [:) Cf SLA 1 1. All wood framing has been designed in accordance with"National Design Specifications(NDS)for Wood Construction", 4" THIO 3(000 P51 FIBER REINFORCED O "5 DOWELS w/ 12" BEND INTO STEM WALL 2001 Edition. 5-2 SCALE: 3/4"=I'-0" 5-2 SCALE: 3/4":I'-0" AND SLAB,COORDINATE w/DOWELS CONCRETE SLAB ON 8 MIL.PVC VAPOR U FILL COMPATED ILL 2. All wood members in contact with masonry, concrete soil,or exposed to weather shall be treated with an appropriate BARRIER ON FMODIFIED PROCTOR w!TERMITE TREATMENT,TYP: � U N a preservative suitable to the exposure conditions. o W m 3. When ACQ treatment is used on any wood member,all nailing shall be hot-dipped galvanized meeting ASTM A153, "5 BAR CONT. "° U Class C, or ASTM B695, Class 50.When borate treated is used,galvanizing shall not be required. 8" CMU,GROUT ALL CELLS SOLID U �rn 4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS)for Wood Construction",2001 Edition 4" THICK 3000 P51 FIBER REINFORCED -5 DOWELS w/ 12 BEND a FOOTING /\\/\\/\\/� C7 o 81 W and"Design Specifications for Metal Plate Connected Wood Trusses(ANSI/TPI 1). MI w!3-15 BARS CONT.w/MIN. 30 LAP 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL.PVC VAPOR //\a CORNERS E MAX. 48" O.C. \\ \\ X\ O U 5. All trusses shall be designed by the truss manufacturer's registered Engineer. CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR � H W NIN BARRIER ON 96516 MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT,TYP. 6. 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. GRADE (VARIES) /�\/ ///\� W Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors,the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed.The o Contractor shall review and approve shop drawings prior to submitting to the Design Professional, 7. Handling and erection, including temporary bracing during installation of trusses,shall comply with TPI HIB 91. eb GRADE 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. \\\\A� a \//\\//\\ 3000 PSI REINFORCED \\/\\ D ____ o D \\� 300(4 PSI REINFORCED CONC.FOOTING \ Y_- \ �\ w/ 3-"5 BARS CONT.w/MIN.30 LAP 0 ---- - . \\/ cortc. _ �/ //\ o - -, \/ \ � DATE of 9. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie or approved equal. ISSUE 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307,Grade A or ASTM F1554,Grade 36. "' /\/ A/ /\/ /� AA VA \VVA VVA SVA V\A�V�VVA\ 3„ 2-23-1 o 11. All metal connectors which are exposed to weather or in contact with masonry,concrete or ACQ pressure treatment shall I'-0" w/2 "5 BARS a Ot IE STORY 1'-4" ONE STORY - 2-05 CONT. 1-8 - DRAWN BY. be galvanized per ASTM All 53, Class C,ASTM B695, Class 50 or be stainless steel Type 316.All anchor bolts, threaded rods and associated hardware within 1500'of the Coastal Control Line shall be galvanized. I'-4" w/3- 5 BARS a T O STORY 1'-8" TWO STORY - 3 "5 CONT. 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 3 TIS GEN 5LAE _ AAGt`2THICr<ENEIDINT I ��° S-2 5-2 SCALE: 3/411:I'-0" SEE DETAIL 115-2 FOR 5TEMWALL 5-2 1 SCALE: 3/4"=I'-0" 5-2 SCALE: 3/4"=1'-0" / ,' 15039 REVISIONS 1-25-ib ELECTFfGAL LEGEND SWITCH,SINGLE POLE 3 7 SWITCH,THREE-WAY $4 SWITCH,FOUR-WAY R SWITCH,RHEOSTAT IIOV DUPLEX OUTLET 4 110V DUPLEX OUTLET w/MOUNTING HEIGHT A/C � P � COMP. W F l � (� I10V DUPLEX OUTLET,WATERPROOF Mf6TER BEDROOM 110V DUPLEX OUTLET,FLOOR MOUNTED U CWP 110V DUPLEX OUTLET,CEILING MOUNTED V 4 IIOV DUPLEX OUTLET, HALF SWITCHED 4 14 1 BA OUTLET ON DEDICATED CIRCUIT r--- _--- �IS�_---'__pW_ Ileo DUPLEX OUTLET, ARG FAULT O _ I10V DUPLEX OUTLET, ARC FAULT, HALF SWITCHED 0--i-0 -� KITCHEN DINING INC w i 3 i I10V DUPLEX OUTLET,GFI i Q 10 JUNCTION BOXAi i 4 N U © DOOR CHIME BUTTON \ 4 W 15LAND ---------- ------ - DOOR ------ -----DOOR CHIME ¢ L---------� �\ -------- DRYER 45HE r SMOKE /CARBON MONOXIDE DETECTOR U LHUND, �/ ~ P tv COMBINATION PHONE TV OUTLET J 0 PHONE ©v TV,CABLE BEDROOM No. 1P>4NTR1' t HALL � 0 LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE � -------------------------- ------ O------ W.I.G. I� LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE EYE BALL ------ � UJ,I,C, LIGHT FIXTURE,CEILING MOUNTED LIGHT FIXTURE,WALL MOUNTED C LIGHT FIXTURE,UNDER CABINET MOUNTED 5 FAMILY ROOM 4 LIGHT FIXTURE,50FFIT MOUNTED E.W.P. A.N.U. LIGHT FIXTURE,2-48" BULB FLUORESCENT i i - - � LIGHT FIXTURE,45" LIGHT STRIP ALL W.I,C. V-5 1/4" l T::=PANELBOARD, 12" TO TOP DISCONNECT, 12" TO TOP ------------- / a s Lu.I.C. 4 511TH 3 CEILING FAN w/ LIGHT KIT GARAGE WP N PUMP CONTROL CEILING FAN w/o LIGHT PANEL \ / El ® w U M 0. ELECTRICAL CONTRACTOR SHALL PROvIDE x COMPLETE SMOKE /CARBON MONOXIDE DETECTOR SYSTEM �3EDRQQM NO, 2 a V A5 REQUIRED BY CODE C7 < ALL ELECTRICAL WIRING SHALL BE IN \ O U g ACCORDANCE WITH 2008 NATIONAL � Q �` W ELECTRIC CODE, PROVIDE ARC-FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS U PER ARTICLE 210-12. dW- ELECTRIC CONTRACTOR SHALL INSTALL ALL BOXES AND U HAVE OWNER5 APPROVAL OF LOCATIONS AND QUAINTLY d PRIOR TO BEGINNING WIRING, DATE OF ISSUE 2-23-16 DRAWN BY: ` HGP 5 CONE FL 0� ELECTRICAL FLAN 5T FLOOR ELECTRICAL FLAN SHEET PLAZA SCALE: 1/4"=1'-O° SCALE: 1/4"=1'-0" E- 1 15039