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HomeMy WebLinkAboutROOF ABOVE BALCONYAG ON PLATFORM 30" A50VE GRADE '61 a e>0 O / 11'9 1g 1b¢ / L5 _ / 5,4TH \3 � 286B PKT WATER ' GONP. / �YYERED LANAI a 4 B' 4" GLG ORTEF VENT / p L4 I I 3068 1 ARCH 1 m 13 REF Q J-8-) "1KITCHENT 16 � 'B'OLG 1 I V oN N1 O- DINING L5 B' cLG 30" i RANGE W/ (. MICRO ASV. K D = O))� L5 N O I O I 0 / 3' Sr1 9' 6 � I I /= I ENT �u L4 FOYER o q L4 I B,-411 G pQ B' cLG UP I\ I I 5 -g _ 3068 _ AWNING RCH 6' CMU WALL 24" HIGH O ENING 4'-0" 31 50 OPEN G WALL W-10 WALL, I II I ' I ' I - I T I "a 1 m I 1 1 1 ' m I GARAGE I 1 � I I b Lu I I B' x }a' I 1 - PARKING , r I O 1 I I y----- � 1 N___________ ___________y__ , , I 8610 OHGD I 1 I 1 1 I I ' I - II I 1 I � `-----1- ----- U1 „ I 101-211 � IZn 8, x is' \ \ / PARKING I \ , 511 DIA, x 20' 3'-211 FLAG POLE / I / „ 21" DIA: / Q 2-0 TRASH' o 0 ST FLOOR FLAN 1��� GALE: 1/4" 1'-0" SLEEPING ROOMS PROVIDE AN EGRESS OF 5O ITH A E OPENINGT CLEAR SO. FT. FORGROUND FLOORS, S.? SO. FT FOR UPPER FLOORS. OPENINGS SILLLNOTNOT M09E THAN 4V ABOVE FLOOR. THFSF PLAWZ AND ALL )Pnl70gFn WpRK ARE SUBJECT TO ANY CORRECTIOW REGUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OWR TO COMPLY WITH ALL AM.JCABII 04pfilI, 5Uf f=LY INDOOR UJATER SHUTOFF PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. m in s s fVJ Q s AREA CALCS 1st Living 455 2nd Living 841:.) Garage 442 Covered Lanai 42 Covered Balcony lip Ertry 15 MASONRY COL. FILLED W/ 3000 PSI CONC, 4 2-05 RODS 2ND F LOOK FLAN SCALE: 1/4" - 1'-011 f are► � tt LINTEL SCHEDULE ALL FILLED AND 1* 000 pet CONCRETE AND 5 REBAR MARK NO, LENGTH ALLOWED LOAD GRAY, APPLIED LOAD GRAV, ALLOWED LOAD UPLIFT APPLIED LOAD UPLIFT SPECIFICATION LI 10'-(0" 1533 1000 S14 550 8FI6-18/1T L2 �'-6" 2632 1000 1634 550 SF16-05/1T L3 11'-4" 1366 800 198 550 8FI6-IB/IT L4 51-411 1999 1000 2290 550 8FI6-05/1T 23'-0 5163 1000 3547 550 8FI6-O�/iT L6 4'-(o 881 1000 1083 550 6F8-15/1T L1 13'-4" 1015 1000 606 550 8FI6-05/1T LB 12,-011 1254 1200 123 550 8FI6-06/1T L� 14'-811 1310 1200 5113 550 8FI6-15/1T uo 24'-0" 654 400 450 430 SF20-15/2T NOTE: COMPOSITE BEAM DEPTHS MAY BE INCREASED W/O COMMENT, ALLOWABLE LOADS ARE NOT TO BE EXCEEDED 0 S FUTURE GENERATOR MOUNTED ON ROOF ABOVE BALCONY CONCEALED FASTENERS OR ATTACHMENT; ARE THE RESPONSIBIM OF THE CONTRACTOR OF REM 15(J 7 — w v i ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C ANCE REVIEWED BY DATE P NS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE DESIGN PARAMETERS AND ASSUMPTIONS USED: CODE: FBC-R 2010 4 A5CE 1-10 TYPE OF CONSTRUCTION: CBS * FRAME METAL BUILDING DESIGNED: ENCLOSED OPEN PARTIALLY ENCLOSED WIND SPEED (3 SECOND GUST): 15Omph 16Omph 165mph WIND EXPOSURE: C ADJUSTMENT FACTOR FOR EXPOSURE 4 HEIGHT: 1.29 INTERNAL PRESSURE COEFFICIENT 10 IMPORTANCE FACTOR: 1.0 BUILDING CLASSIFICATION: FBC TABLIE 1604.5 Il MEAN ROOF HIGHT 191-1111 ft OVERHANG 1211 ROOF PITCH VARIES /12 COMPONENTS 4 CLADDING WIND PRESSURES ON ROOF ZONE }z5.v-5a0 2z5.v-sis 333Bs/-la#�gp COMPONENTS 4 CLADDING WIND PRESSURES ON WALL ZONE 4+a .z/-sz,B 559,2/-6i.1 PSF COMPONENTS 4 CLADDING WIND PRESSURES ON GARAGE DOOR +69.B/-59.3 QgF ROOF LOADS: LIVE 30 DEAD = (SHINGLE) —(TILE) 15 (METAL) FRAMED FLOOR LIVE LOAD 40 per DEAD LOAD 15 pef SHEAR WALLS CONSIDERED FOR STRUCTURE: YES * NO CONTINUOUS LOAD PATH PROVIDED: 'YES * NO COMPONEN AND CLADDING DETAILS PROVIDED: YES * NO MINIMUM Sc', BEARING PRESSURE:__2rsO,�SF SHUTTERS: YES NO IMPACT RESISTANCE A66EMBLY: YES _ � NO SUBJECT TC DAMAGE - WEATHERING: NEGLIGIBLE TERMITE: VERY HEAVY FLAME SPREAD CLASSIFICATION - WALL 4 CLG: 4200 FOAM PLASTICS: S15 SMOKE DEVELOPED CLASSIFICATION - WALL 4 CLG: 1450 FOAM PLASTICS: 5450 I I I I I I I I I I I I I I I I I I II I I �Y�N�I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I" X 1" CURB AROUND ROOF OPENING FLAT ROOF 36" GUARD RAIL W/ HORZ SAFTY RAILS W/ 4" MAX OPENING TO BE 21-1111" FUTURE GENERATOR MOUNTED ON ROOF ABOVE BALCONY THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING:: INTERNAL WIND PRESSURE WINDSORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING (Int.) m) F-LAT ROOF ABOVE BALCONY 5C,r4LE: 1/4" - I'-O" �Nys�� �Ew m_Nh A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 98-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. O oLU 1j Lu � � a uO U 1~ 0 ua � z � z J U1 ^ � 0 C O REY/5/ON6 OWNER REV. 02/04/13 PERMIT 02/14/13 LEE 4:)R14/N1 RFM—� D,4TE: 01/23/13 CHECKED: JOBM-' 13006 SkEEi Total 1919 20, HIGH FLAG POLE 1 . I , I , I , I , I «-22' o"IA.F.F: STUCCO llJl , " -TRIM, BAN -(T , ) r r Ali 12" STUCCO BAND FRONT ELIEVATION SCALE: 1/4" REAR ELEVATION SCALE: 1/4" - 1'-0" (2nd) = 0 Sl-411 A,F, 2nd F,F, o8' A. ,F, TOB (let) AL (TYP) 4" TRIM BAND • • _ W/ SCORE (TY, - - STUCCO' - - - - I T6F%s d=2"'4.F.F,. , Ell , I, I , I, I , , r , r , r , , r , I, r , I , I, , r , , I, , 1 , 1 STUCCO 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r I r "ABOVE 7 PLANE - IGHT ELEVATION --- SCALE: 1/4" - VO" T�PF et_s,ue AMO At1 PZMDOSFn WORK 94 $VWgCT TO Airy COM cTjo 3 PPWACC INIpECM Aj 1MAT MAY a9NF.QC MINOWRTo NM?tV WITH 41 A ICAM CODEs,�► "^NCEALED FASTENERS ORATTACHMENTS ARE THE RESpONSIB U yOF THE CONTRACTOR OFRRGp METAL ROOF I ' - - STUCCO • , ` - I 12" STUCCO BAND 'STUCCO I I LEFT ELEVATION SCALE: 1/4" - I'-O" 0 � ua U O z Q� N U1 Z O > w z� N 13 REV/S/ONS OWNER REV, '.02/04/13 PERMIT 02/14/13 �DR4(UN: RFM 0/37'jE., 01/23/13 CHECKED: JOB": 13006 64EEi r r r r Z :D LANAP a r r r r WP GFI (I I1 ENTRY I I I I I REF :ENTER FAN 7VER ISLAND FOYER CO/ �\ ✓ SMOKE BATH 51-0" DINING .1 I TANKLE58 I � WATER HEATER I\ �------------------- II \ a I ' a I I P I,` GARAGE, � m 18" ABOVE f=,F• $ W/ PHOTO GALL I SWITCH (TYP) it WP GFI I COACH LIGHTS ® 12" ABOVE GRADE I W/PHOTO CELL I /SWITCH (TYP) OUTLET PDR 1I—II GOLF CART�i 15T FLOOR ELECTIR ICo SCALE: 1/4" = I'-O" PANEL SCHEDULE NO, BREAKER COND, CIRCUIT WATT$ DEMAND 2P A/C CONDENSER AHU I 2P60A *6 HEAT 10000 I 2P5004 *6 RANGE 8000 I 2P3OA 010 DRYER 5000 I 21=40A *6 WATER HEATER 6000 I IP20A 012 LAUNDRY 1500 1 IP20A 012 REFRIGERATOR 1500 I IP20A 012 DISHWASHER 1500 I I1=20A 012 MICROWAVE 85O I IP20A 012 PUMP 1500 2 IP20A 012 APPLIANCES 3000 1 IP20A *12 GAR. DOOR OPNR. -150 IPI504 014 LIGHTS 5100 2 IP SPARES TOTAL 35300 10000 10000 m 100% 10000 REMAINDER Q 40% 25300 10120 TOTAL WATTS 30120 30120 e 240 • 125.5 AMPS 200 AMP MAIN BREAKER 30 CIRCUIT, 3W, I PH, ELECTRICAL PANEL ELECTRIC METER A/C C 2" PIPE (2) 3/0 UNDERGROUND 2" CONC SERVICEBY F.P.L. ELFCTR/C,41- 1-0,651 C,41-CUL,4 T/0NS GFI OUTLETS PER PLAN 04 CU, C 2PNF-NEMA 3R 240V A/C DRIVEN MAIN DISC. ® PANEL GRADE VENT METER PLAN (1) 2/0 GU, FOOTINCI STEEL ALL WORK TO COMPLY WITH NEC AND LOCAL CODES *4 COPPER C,`20UND ELECTR/C,4L R16ER 5)1,40R t*9 N, 7:5. • TANKLESS WATER HEATER SPECS: TYPE: REDRING POWERSTAR AEI25 VOLTAGE SUPPLY: 3 X 240 AC AMPREAGE: 3 X 40A MAX OUTPUT: 22.5 kW AT 220V 20 kW AT 208 V A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH FA.C. RULE 98.3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. All almppcFO WORK NYCOAREcnoNs ) INSPECTORS 1NAT I IN OROER TO ANr cA®Ls 0091e6, 2ND FLOOR ELECTRICAL. FLAN 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLAT ROOF '0'IMLED FASTENERS OR ATTAOHA EENTS ARE THE RESFONSIBUYOFTHE CONTRAOTOR OFRECORD MATCH "PATHWAY" LIGHTS 16"ABOVE ROOF - SWITCH TO GREAT ROOM WIRE FOR FUTURE GENERATOR MOUNTED ON ROOF ABOVE BALCONY FLAT ROOF ELECTRICAL SCALE: 1/4" = V-O" $CALF: 1/4" = II-OII GENERAL ELECTRICAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE N.E.C. 2008 AND SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 2, ALL CONDUCTORS SHALL BE COPPER EXCEPT WHERE NOTED. CONDUCTORS 08 AND SMALLER SHALL HAVE T.W. INSULATION. CONDUCTORS LARGER THAN 08 SHALL HAVE T.H.W. 3. ALL BATHROOM RECPT, 4 OUTSIDE RECEPT. SHALL HAVE GROUND FAULT PROTECTION NOTED AS GFI IN PLANS, 4, ALL MOTORS NOT VISIBLE FROM ELECTRICAL PANEL SHALL BE PROVIDED WITH NONFUS15LE SAFETY SWITCH. 5, ALL CIRCUITS EXCEPT KIT. t BATH SHALL HAVE ARC FAULT PROTECTION 6, ALL BATHROOM EXHAUST FANS TO PE VENTED TO OUTSIDE. 4, ± i LL Ul z Q Q-A q GL N � W —1 I- 111 w w z(J m � -A z � � 0 w N REY/5/ONS PERMIT 02/14/13 47)R,4WN: RFM DAtTE, 01/23/13 CNEGKED: ✓OBM 13006 SNEEi 3 PRE-ENGINEERED WOOD ROOF TRUSSES o 24" O,C. METAL ROOFING ON NO, 30 BASE FELT TIN -TAGGED ON 516 EXT, GR. PLYWOOD SHEATHING TRUSS ANCHOR -w EA. (SEE FRAMING PLAN) 11'4' A,F,P, T,O,B. METAL DRIP EDGE ' I COURSE BONA BEAM T, / I w5 RODS CONT, GALV, C,M,U. BLOCK CAP. CANTALEVER TRUSSES FOR OVERHANG R-IS F,G, BATT INSULATION %" DRYWALL 76" STUCCO ON 8" C,M,U, 1/2" G,UJ,B, ON P.T. IX2 WD, FURRING G 16" O.G, W/ R-5 INSULATION 9'-4" A.F,P. T,O,B, P,T, 2X10 WD. LEDGER W/ 3/4" ANCHOR BOLTS o 32" O,C, STAGGERED 12 vARIEb� IX4 BRIDGING o 8'O" O,C, NOTE: ONE HOUR MIN. FIRE RATING ON ALL EXTERIOR WALLS I LAYER 3/4" PLYWD, OVER 10" PRE-ENGINEERED TOP CORD BAG. WD. FLOOR TRUSSES a iro" O,G, ATTACH PLYWOOD WITH 8d COMMON OR 6d ANNULAR 12" IN FIELD d 6" AT EDGES V" DRYWALL ON CEILING 2 COURSES 8" U-BLOCK W/1 05 BAR EA. COURSE. AT ALL OPENINGS USE PRECAST LINTEL IN LIEU OF LOWER COURSE. 1/2" DRYWALL STUCCO FINISH ON ON IX2 P,T, - 8" X 8" X 16" FURRING 24" O.C, CONC, BLOCK, " OVER R-5 INSUL, FILLED CELL AT ALL CORNERS, PRECAST CONCRETE SILLS AND SHOWN ON gY CAST-CRETE OR POURED FOUNDATION PLAN o CONCRETE SILLS W/ 05 VERT, ROD FROM FOOTING TO BOND BEAM BEAM, (TYPICAL) WOOD BASE 4" GONG, SLAB W/ 6X6 10/10 WWF OR FIBER MESH 4 1/2" EXP JT 6 o'-O" F.F. (A88UME ) PERIMETER ?� 4' ABOVE FLOOD PLAIN ELEV. -ell r Iill IIII 6 MIL V.P. FILL UNDER FLOOR ° ° SEE FOUNDATION PLAN - =OR FOOTING DETAILS TYPICAL WALL SECTION SCALE: N,T,S, DEL 2X4 TOP SIMPSON 5P4 — o EACH STUD W/ 6-IOdx1u2 NAILS 1/21I X )_II WEDGEANCHORS 0 45" O.C, (MIN 4" EMBEDMENT) OR TAPCON8 0 24" O,C, TIE BEAM OR BOND BEAM 2X4 STUDS a 16" O,C, 1/2" "J" BOLT OR 1/2" X Co" WEDGE ANCHORS W/ 2" X 2" X 1/4" WASHERS o 30" O,C, MAX, SIMPSON SPH4 ® EACH STUD W/ 10-IOdxlli NAILS 2X4 PT SILL PLATE BLAB T FRAME TO M,460NRY ATTACHMENT DETAIL SCALE: 1/2" =1'0 DBL 2X4 TOP PLATE O NO, O 10 10 vo HANDRAIL o 36" HIGH, SEE GUARD RAIL DETAIL 314" PLYWOOD o LANDING f— GIRDER (3) 2XI2.STRINGER 3/4" CDX TREAD / NOSING 1/2" CDX RISER STAIR DATA: TOTAL RISE = 9'-434" STAIR DETAIL TREADS to 10" (3) 2XI2 STRINGERS pcALE: I/4" I'-o" = ROOF EDGE 5 O" O 0 O 0 RIDGE >-- 4' 0" O 2 2 I v 0 LU 0Fe _�J_ O 0 ZONE I -USE Sd RING SHANK NAILS m 6" O,G, Q ZONE 2- USE 8d RING SHANK NAILS 6 6" O,C, O ZONE 3- USE Sd RING SHANK NAILS 6 4" O,C, NAILING PATTERN FOR ROOF 3/4" PLYWOOD DECKING TYP BEARING DETAIL Q ROOF EDGE 0 3/4" WOC TREAD I" NOSI (MAX) BEARING HEADER SCHEDULE HDR, SIZE SPECIES NAILING OPENING JACKS FULL STUDS (2) 2X6 S.P.F. STAGGERED 6d ol2"o,c, UP TO 3'-II" (ll (I) (2) 2X8 HEM/FIR $ AGGERED 16d o120.c. 64'-0" TO '-0" (ll lU (2) 2X10 HEM/FIR STAGGERED 16d o12"o.e, 6' -I" TO 8'-Fi" (2) (1) (2) 2X12 HEM/FIR 5TAGCJ€REp 16d o8 o.c, g' T" To 16'-O" (2) (2) NON -BEARING HEADER SCHEDULE HDR. SIZE SPECIES NAILING OPENING JACKS FULL STUDS (2) 2X6 S,P.F, 87AG EKED 16d o@o.c, UP TO 3'-II CI) lU (2) 2X8 S,P.F. STAGGERED 16d 012'o,c, 4'-0" TO 36" TALL HANDRAIL W/ INTERMEDIATE RAILS (MAX 4" OPENING BETWEEN RAILS) S) 2XI2 STRINGER 674/R11-1AN(DRA/1- r)ET4/L 3/4"SCALE 1 v2'I z_ f �r�V THFSF PLeNR AND Al L PPOPnePO WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY RELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO FLooR_ mupLy mTw ALL AOILICABLE CODEL AU=ATfAI/ co S " \tipgQD SIMPSON SP6 o EACH STUD SIMPSON MTSIS W/ 5-10D NAILS IN JACK 4-I0D NAILS IN HEADER 5-100 NAILS IN TOPPLATE 2X4 STUDS o 16" O,C, 2X4 JACKS FOR HEADER I JACK FOR 5'0" SPANS OR LESS 2 JACKS FOR 5'O" - 5'0" SPANS 3 JACKS FOR 8'O" - 12'0" SPANS 2X4 BOTTOM PLATE W/ SIMPSON SP4 m EACH STUD 4 JACK -FILL ALL NAIL HOLES 2X2 P\"PICKETS" ATTACHED TO 2X8 MILLED GUARD RAIL W/ (2) 1/4" X 2 1/2" SCREW$ (TYP) GXZ p-'\f-'IC:ICCIb AI IA(iHGV TO TOP CHORD OF FLOOR TRUSS W/ (2) 114" X 3 1/2" SCREWS (TYP) FLOOR TRUSS 5/8" CDX SHEATHING 6U.4RDR,,4/L Fi2.41`'WO DET,4/L 3/4" 6CALE "ONCFALED FpSiENERS OR aiTdCHMENTS ARE THE RESPONSIBIM OF THE O0NTRA0M of IXS PT ATTACHED TO BOND BEAM W/ 3/16" X 1 1/4" TAPCONS m 12" O,C, �I/2" CDX PLYWOOD _ xS PT W/ 2X4 WD BLOCKING ARCHED OPENING DETAIL SCALE: 3/4" . 1'O" lUINDODU 40 DOOR DUCK DF ,4/LS EXTER/OR DOOR �� �� INDICATES 8 X 8 COL. W/ (1) 05 0 ROD CONT., FILL W/ CONC, 2X4 PT SUCK DOOM' W/NDOGJ INDICATES 8" X 8" COL. W/ (1) 050 ROD CONT„ FILL W/ CONC, NOTE: WINDOW BUCKS TO MEET FULL LENGTH OF WINDOW IX4 PT BUCK BEFORE START OF BEVEL WINDOW INDICATES (2) 8" X 8" GARAGE DOOR COL. W/ (1) 05 0 RODS — CONT, EACH CELL, ❑ FILL W/ CONC, (OR 8" X 16" COL, BLOCK W/ (2) 05 0 RODS 4 FILLED W/ CONC,) 2X6 PT 02 6YP BUCK 6. 4R,464=_ DOOR WINDOW ! 2" EMBEDMENT 3/l6" X 2 3/4" TAPCONB DOOR BUCK6 12" 00, t 6" FROM ENDS GARAGE DOOR 1/4" X 4" TAPCON6 12" as ! 6" FROM EN06 OR 6UCK6 1/2" X 6" LONG (W6-1270 J RED HEAD PLEDGE ANCHORS 0 24" O,C, WINDOWS 4 DOORS INSTALLED PER MANUF. SPECS. UNLESS OTHERWISE NOTED USE 0 10 STAINLESS SCREWS MIN, 3/4" EMB, INTO BUCK 12" O,C, 6" FROM EDGE F • FILLED WITH GROUT / U *UNFILLED QUANTITY OF 05 REBAR AT I� BOTTOM OF LINTEL CAVITY SF1�-1�3/IT L QUANTITY OF "5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 05 REBAR AT TOP MIN, (1) REQ'D I-1/2" CLEAR �i u Q d z GROUT z — � •5 REBAR AT BOTTOM 0 O OF LINTEL CAVITY BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" (VARIES) NOMINAL WIDTH 8U6 SF6 OFI2 8FI6 o 0 Ho H o a o 0 0 0 0 0 0 0 0 0 0 0 00* SF32 8F28 8F24 8F20 TYPE DESIGNATION s �' g a `- • m > a a OTL w LU U z -A lk c A UJI z � z m � -_n cn ® w IX REvl6/ON6 PERMIT 02/14/13 7R,4WN. RFM DALE 01/23/13 CHECKED: ✓OB"': 13006 6HEET El 2X6 LEDGER ATTACH TO WALL W/ REDHEADS 15" o 611EME. TO FILLED BLOCK 24" O,C, 514" PT PW 4"/FT, SLOPE COVER SAME 40 ROOF 2X6 DECK JOISTS WITH TORCH DOWN 0 12" O,C. -'2X6 EDGE BEAM it" o THRU BOLT LUMBER PT XLL<ALL 3 MINIMUM (EA, END < MIDDLE) ATTACH METAL BRACKET TO CONC, WALL W/ TAPCONS (4) MINIMUM 8/16" o 3" EMB, TAPCONS A/C PLATFORM DETAI VTR 3 \ 2" 1Ti- I$" 4 VTR 3" LAV LAV W.G. T lit" 3 SHWR I�LAV TO OR SEPTIC PLUMBING DIAGRAM N,T,6 DESIGN PARAMETERS AND ASSUMPTIONS USED: CODE: FBC-R 2010 4 ASGE 1-10 TYPE OF CONSTRUCTION: C58 * FRAME METAL BUILDING DESIGNED: ENCLOSED OPEN _ PARTIALLY ENCLOSED — WIND SPEED (3 SECOND GUST;: 15Omph _ 16Omph _ 165mph *_ WIND EXP08URE: C ADJUSTMENT FACTOR FOR EXPOSURE 4 HEIGHT, 1,2% INTERNAL PRESSURE COEFFICIENT -10 IMPORTANCE FACTOR: 1 O BUILDING CLASSIFICATION: FBC TABLE 1604,5�_ MEAN ROOF HIGHT 191-II" rt 3 OVERHANG 1211 ROOF PITCH VARIES /12 Q Z COMPONENTS 4 CLADDING WIND PRESSURES ON ROOF ZONE•R5.V-52.6R5.T/- 66.5/-13®$F 9 COMPONENTS < CLADDING WIND PRESSURES ON WALL ZONE 44T,2/-rZ*t3,2/-B�1,pSF 2XIIIPT DBL 2X12 PT LEDGER ' ATTACHED TO MASONRY I WALL W/ 5/8" DIA, X 6" EMBED WEDGE ANCHOR W/ 3" WAHSERS 4 NUT • 24" O,C, 1 p 2XI2 PT RI ROOF FL SCALE: 1/4" a 1'-011 PRODUCT 4PPROvo4L 4 4TT PRODUCT MODEL • MANUFACT. GLASS AiiACNMENT ME1 DEBCRIPT 5H-100 IMPACT PGT IMPACT W TAxo" n' nN. RESISTANT r;' o.c., :sao. au . ✓ o.c., , PW-TOI IMPACT PGT IMPACT a' rasco" 113' SWING DOOR FD-101 COMPONENTS 4 CLADDING WIND PRESSURES ON GARAGE DOOR +63.8/-69. SF ROOF LOADS: LIVE 30 / DEAD (SHINGLE) _ (TILE) Ir_J' (METAL) 0 ONfD SERIES FRAMED FLOOR LIVE LOAD —4Q psF DEAD LOAD IS pal' SHEAR WALL$ CONSIDERED FOR STRUCTURE: YES * NO_ CONTINUOUS LOAD PATH PROVIDED YES * NO_ COMPONENT AND CLADDING DETAILS PROVIDED: YES * NO_ MINIMUM SOIL BEARING PRE88URE: 2500 PSF SHUTTERS: YES _ NO IMPACT RESISTANCE A58EMBLY: YES * NO _ SUBJECT TO DAMAGE - WEATHERING: NEGLIGIBLE TERMITE: VERY HEAv-` FLAME SPREAD CLASSIFICATION - WALL 4 CLG: 5200 FOAM PLA8TI08: S15 SMOKE DEVELOPED CLASSIFICATION - WALL 4 CLG: 4450 FOAM PLASTICS: Oro PGT IIMPACT WAYNE CALTON I N/A w MASONRY OPENING 2 - 5/I6" M I%" TAPCCJ PIE! N v 5IMP50N U2b HANGER EACH J016T - JOIST TO LEDGER AND THIS EYIUCTURE HAS BEEN DESIONED ED FOR COMPLIANCE OF IBC 1606,� FOR ONE OF THE FOL OWIN©: INTERNAL WIND PRESSURE WINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING nrtt.) nMa MENTS PRODUCT DESIGN PRESSURE FLORIDA PRODUCT APPROVAL NUMBER +/- 80.0 Pal FL235-RI3 y +/- 60.0 PSI FL243-RO H- 1010 PSI FLII480 ./- 75.0 PSF PRODUCT MODEL• MANUFACT. ATTACHMENT METHOD J,M. 45 STAND[NO2 ROOF AM ARCHITEGTU L J.M. METALS CORRO51ON RESISTANT 010 RAND E HEAD WOOD SCREWS PER CLIP, MIN. 3/IS" STRATI TAL ROOF SYSTI 11 THROUGH SHEATHING -CLIPS b IS. . MAX WINTERGUARD HT CERTAINTEED SELF-ADHEARING UNDERLAYMENT CORP PEE -AND -STICK SOFFIT STUCCO SIDING STUCCO SIDING PLANKS JAMEB HARDIE BLIND NAIL W/ II GA, I%" GALV. ROOFING NAILS W' O,C. MAX H- 41 PSF PRODUCT DE61GN PRE68URE +/- 95 ./-49,% FL253-RB FL1421-R2 FLUS&O-RI FL3455-R2 FLIVS2 DEL 2XE5 PT LE ATTACHED TO WALL W/ 5/8" C EMBED WEDGE W/ 3" WAHSERS 24" O,C, DEL 2X12 PT LE ATTACHED TO WALL W/ 5/9" C EMBED WEDGE W/ 3" WAHSERS 24" O,C. ONCEALED FASTENERS ORATTACHM ARE THE RESPONSISIM OF THE CONTRACTOROFRE ORD ;ANGER - JOIST hIl Al panpOcFO WORK 'TO ANY CORRECTION;+ 'RELD INSPECTORS TW !a8AR`f IN OROER TO i ALL A"UCADLl; CODES, 2ND FLOOD' FRAMING FLAN SCALE: 1/4" a 11-0" DBL I54" X W/4" LVL BEAM , 2-2X12 LEDGER (24")ATTACHED TO MASONRY WALL W/ 2=ll X 6" EMBED 411 STEEL PLATE ON BOTH SIDES OF BEAM W/ 6 y`zll DIA, THRU- BOLTS W/ WASHER 24" STAID'. 5EAM 1 DETAIL. SCALE: 3/4" : II-OII 2� - ry� 1 I I 1 I I , I I ■ i � � I I 1 � I I -•gyp.. 4" BELOW F.F. I 1 O 1 J I I -' ■ ■ ■ ------------------------------'-----! I I T\ I I m , , I , 0 1 1 � I I 1 1 I I 1 1 ■ 1 I I 1 I _ I I = I I lV I 1 I I I I I I L5 ■ i ■ L 1' I I I I 1 O F—I 1 1 I 1 -------------- ■ ■ 1 ' F ' I I I I I I I Q I 4r,BELOW F,F, i 8'_O11 SLOPEml i .-----m i I 1 I I I I I r 1 ■ I I I I I F-1 I I I I I I 8" BELOW F.F, 1 I I I ■ I I 1 I I I W I I I 1 1 J I i � I I 1 I 1 I I I 1 ■ I I I 1 — I 1 r I I I I I P 1 F-1 1 I I ' I I I 1 I I I I 1 QI , ' df l `----------- --- -- ■ ell ell ■ I II'41 101-2" ell _ I ' 1 4 I I � FOUNDATION CLAN SCALE: 1/4" Is 11-0I' A U) Z " m kkkk y� g o a z N yy m l 01 Q� Ll [(~� z • LL 4rf O N • W g Q p S ju • a cr FSJ � w a t U _ L a U. C � F Ny (L rc -yI ra U FOUNDATION NOTES : I, FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN, SOIL BEARING OF 2500LB, PER SQ, FT, 2, IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE THAT THE ACTUAL SOIL BEARING VALUE EQUALS OR EXCEEDS THIS MIN, AND IF IT IS LESS, TO MAKE SURE PROVISIONS AS THE ACTUAL CONDITIONS MAY REQUIRE, 3, ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT, LOCAL, STATE, AND FEDERAL BUILDING REGULATIONS, 4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK, 5, COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING, SLABS ON FILL SHALL BE ISOLATED BY PREMOULDED JOINT FILLER ( 1/2" THICK ) COMPLYING WITH ASTM B 1152 , TYPE 1, -MASONRY WALL I F-I I `-----' 1 L F-2 _1 16" x 16" MONO FOOTING 2 05 RODS CONTINUOUS I 5" THICKENED EDGE l TYP. EXT.) 1 W/ 1 05 ROD CONTINUOUS I I ( TYP, INT.) I , 4" I I I , I 4" 11 I o 4 O O 16 I I I 4 I I I E 1 1 1 61j I TYPICAL DETAIL I TYPICAL DETAIL I EDGE e STAIRS I FOOTING 8 SLAB I SCALE 3/411 = 11 O'I I I SCALE 3/4"Ell1'O" L — — — —— — — — � FILE COPY �M 0 � OLu uj (YLu N L UJ ~ O Lu z U z �� REV/5/ONS PERMIT 02/14/13 DR,4GUN RFM DATE• 01/23/13 CNECKED: ✓OB"4 13006 SHEEt a I I I I I I I I I I IST FLOOR HVAC PLAN SCALE: 114" = 1'-0" 2ND FLOOR i- VAC PLAN SCALE: 1/4" = I'-O" �)NCEALED FASTENERS ORATTACHMENTS ARE THE RESPONSIBlUTyOF THE CONTRAOTOROFRICORD THFAF PI„ANQ AND All PONIOSFll WORK ARE SUBJECT TO ANY CORRECTIM REQUIRED BY IRELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY MTN ALL APPIAABLA 00DU ' a f� 2 a O N 7 al 3 �• u N V Q • � W v� 1u p• � m „=a „o Ci' u � w Q u 0 � QFa x3 ft n' z ' O � � Q LL O IL Lu f- w z U z z O N N Q. O 0- REV/SIGNS PERMIT 02/14/13 ;R4WN: RPM 4),47E: 01/23/13y CHECKED: JOB"'.• 13006 64EET