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HomeMy WebLinkAboutApproved PlansTABLE R3012(1) Cl IMATIC AND GEOGRAPHIC. DESIGN CRREREA GROUND SNOW WAND DESIGN SEISA9C DESIGN S1IB.IECT TO DAMAGE FROM wINTER DESIGN ICE BARRIER QNDERCAYMEfit FLOOD HAZARDS4 AIR FREEZING MEAN ANNUAL S a T ,:, @ T�„y,ec LOAD (nWh) a��a (NA) CATEGORY' dearth TEMP` REOUiREDh INDEX' TEMP1 WA See Fig. R301.Z I) WA NeghgdAe WA Veay NIA WA WA For St 1pound per square faint= 0.0479 kPa, 1 mle per lmrs=0447 M's. a.WeadverM is"rule"kvommmehe ae delimmmed f mv; Me Fjg�ns" R301..2(3)3. nae g'a9ed Sri Lv5ts leell be dymnrwwd from ASTM C 34,C55, C 62 C 73, C 90, C 129, C 145. C 216 m C 652. b. Reserved. G. Terawbe UVI sb imt per l---n'e R301.2(9) 6%wy heavy" d- wind Need shell be frc.n to ba,s2vvmd speed fmpFVme R301.2(4)) Wad sty 3x rs, » stc-speffi�basa n acmrit�hrP with Secbm R30121.4. e. The mddooe desW &y4xft ienp� shag be sesaedad from to a4mvrs of 97 102-per* vAmar fa cv nws fmvnAppvndz D of ll a Fkeda Rig Cade. Pharkarg- Devatans from the Appsndx D *taw4 c, s she. be peemdeea o raved cisro es m iaral. weawe eapsrexe ae dsWffnsed by to dakdng dKckg- f. Reserved g. The applasable gaverruMnody shal, b, IaCai %00d0,,, psadpiain managear«wdayd, speory (a) tre dale of tare pxo*r bon'S entry kM the Nabonal Pn-md Insurance Program (daleofof the first code or ordsnm� €ev manag� of Bad hazard areas), (b) the date(S) of We I iood letshvaex^e Shdy and (c) the pared nwrtbers aeet detvs of at c'anerMY effecli+ . fRIA artd FBFIA a o@t,e tlocA hazard map adopWd bythe audarxi y rxrwgAw.e1clron es Wee"det. IL Reserved 6. Reserved. T Reserved, k Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450- NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.92 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VEN11LATIt'Ni CALCU AT£ON: VEMULATION REQUIRED: ATTIC AREA = Z353.3 SQ. FT, VENTILATION AREA REQUIRED = Z343-0 SO, FT. / 150 (F.B.C. R806.7) = 15.62 -Q. FT. PARAMETERS: LINEAR FEET OF IC ODE SOFFIT = 165.5% 12' WIDE SOFFIT - 43.1'. B' WME SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.331 + (43.1' X 1-0') + (49.0' X .67) - zs .O SQ. FT. NET FREE AREA OF VENTR.ATFON FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOLD I = 11.74 SQ-iN. / SQ. FT. VENWI.ATION PROIRDEtT: SOFFIT %EN RLATIO i PROVDED = 2-%-G SQ. FT. X 11.74 % IN. / SO. FT. X 1 SO. FT. / 144 rVJ- N. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24A4 SQ. FT. > VEMMLATiON REQUIRED = 15.62 SO. FT., THEREFORE SORER 'VENTILATION IS ADEQUATE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: 9305 PORTSIDE DRIVE, FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN APPROVAL PRESSURES HEAD: 1/4"X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3116". TEMPERED 1/4 X 3-3/4"TAPCONS SPACED 3 FROM CORNERS, 14 O.C. MAX, SILL:1/4 DIA. X 2-114 FL15225.5 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, T' & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK - FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16', TEMPERED HEAD: SPACED 6" FROM CORNERS,17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, IT' FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17," O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 21' FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (11-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA. C� GLASS BLOCK I 8"x8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN, EMBEDMENT NOA 15-0916.12 +/- 90.0 PSF (MIN) ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) �} WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) -- ALL ANCHORS ARE 31'16" DIA. TAPCONS (1-1i4" MIN. EMBEDMENT) Q WINDOW 185 SH MI WINDOWS AND DOORS G 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) a WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.FL17499.2 +/- 60.0 PSF (MIN) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING «>> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «» ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF MIN (MIN) •'SAFETY EDGE" TOWN & COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT HURRICANE SHUTTERS STORM PANELS INDUSTRIES, INC. «» ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9%2", 38 PSF: 15.8" O.C. SPANS UP TO 5', 8.6" SPANS UP TO T-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9%2", 54 PSF: 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9`-2" c+Ze` Z'". --vc y:uuu" dF;F`vuvat information and appIvred 4. Signature: __ C"R INDEX PROJECT INFORMATION %. A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN COMPONENTS AND CLADDING WIND PRESSURES PER 2014 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT,) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -50.0 PSF 20 TO 49.9 44.0 PSF / -47.9 PSF 50 TO 99.9 41.2 PSF 1 -45.1 PSF 100 TO 499.9 39.2 PSF / -43.1 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -61.7 PSF 20 T O 49.9 44.0 PSF / -57.5 PSF 50 TO 99.9 41.2 PSF i -52.0 PSF 100 TO 499.9 39..2 PSF / -47.9 PSF 500 AND ABOVE 34.3 PSF 1 -38.2 PSF i 'PLANS DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS A FRAME BUILDING DESIGN: ENCLOSED X 0PEN PARTIALLY ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH 150 MPH X 170 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG: 1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X 7777777 N REVIE MASTER PLAN REVISION 5-16-17 C d o C)ul a ul r >r h Cd rn w"ru =) ass ZM Q i CiLLC3 LL � C? CO u 0 o �l w0cv ( z<CDC09 wcac z z LLI LLI co(0Z rI".,z0 W _ W UJ Pi�OJEC NO. 15-015-012 DATE DRAVVNi 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SOFT LANAI 50 SQFT ENTRY 38 SOFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE �15,364.4 CUBIC FEET FSHEET CVR THESE PLANS AND ALL PROPOSED WORK CONCEALED FASTENERS OR ATTACHMENTS ?# ,&-7b ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ARE THE RESPONSIBILITY OF THE ST. LUCIE C REVIEWED L'NTY 2I[Tm ?T'VG nIT71CTAN MAYBE NECESSARY IN ORDER TO CONTRACTOR OF RECORD REVIEII ED OR COMP NC T311 COMPLY WITH ALL APPLICABLE CODRR. DATE PLA,N''S A \'O SP r 0/ F R1TTT MST BE SC�PT ON JOB CTION NVILL BE MADE. `` C� ''� SHOWING ANUFACNURESHGC AU �w:> TERMI T E TREATMENT REQUIRED O U FACTORS AND SHGC COMPLJANCE F WIN NOV L 2 2�iJ ON AL DOORERGY AND\MNDOWS REMAIN ON ALL DOORS ".-.._... .. UNTIL INSPECTIONS ARE APPROVED File c" Py I 23'-8" -8' 7'-0" 6'-10' 5-2' 4'-8" C D ----, 2' 10'-O" 2'-8" W i o i 8'-0" _I -B' I A — =cv �n ^ I ■ ■ ■ ■ HB 1 I 1 L------ to bll1'-8" 2'-6' \ RECESS SLAB 7 5/8'- - FOR S_G.D. I 0 1 M I =m o LAV LAV I i 1 in f ■ — N I r ate, INDICATES C M.U. CELL FILLED I to I I rn W/ CONCRETE AND (1) #5 VERT. o i REBAR CONT. FROM FOOTING I 0 a I CDTO TIE BEAM (TYPICAL) I WC I I I - SHWR. ■ I 9'-4 1 /8- I ■ — 3)\-RECESS L 3 1/2- 10'-7 5/8" Kv � I SHOWER in 1 11 m ! i� 1 7 I SINK w/ DISP. 0'-0" 1/' &A 1 ow7wo REFERENCE m FINISH FLOOR TUB/SHWR WC I 2'-10- 2'-6" LAV B 3'-7- 5'-2- e 2500 PSI CONC. SLAB W/ FIBER `��•"�"" MESH, ON 6 MIL POLY VAPOR BARRIER I OVER TERMITE TREATED COMPACTED I CLEAN FILL TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 I T r-- M -----A -- --I I H1 B1 1 1 I I r-- I ■ ---- I ■ I I I - o 1- a uo 0 I, N f I toIto D I — — I 1 CD ■ ■ I I I I I G CoI I 1 I CID r- I �j SLOPE DOWN 1- I I F AT GAR. DOOR tn CIO I t fk� I 3•— 7- 6'-4' 20" 38'-0" 16'-0' 19'-4" 20" 0 I io w j~-TOF EXT WAIL E UNE 6xOR FIBER MESWF H CONCh 6x6 - 1Ox10 WWF > 1 1/2" MAX GONE. 8- SLABOR FIBER MESH I SLAB SLOPE �- - c---- - 0 GRADE 2-2-12-#5 BARSBA S- BARS 8- 1B'I 1•-4- 8.1'-4' -I` 2'-O' A DETAIL B DETAIL Bt DETA{L C DETAIL 1 1 t 1 m 6x6 - 10x10 WWF IC w OR FIBER MESH B _ CONC. 1•_0- SLOPE uo SLAB BARS -- 0 GRAD(MIN) 2- - _ GRADE BELOW BA S 8"1'-4 1'-4" D DETAIL F DETAIL 1 CONC- SLAB BAR ar G DETAIL 1 -- 5 n2-#5 7 00 �-�8ARS J \ DETAIL - S.G.D. 1 CONC. 8- 8' VARIES SLAB N SHOWER RECESS L DETAIL 1 d- i io NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY CONC. A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0' A = 58'-9' BD = 64'-6' BF = 68'-6' DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1-#5 CONC. BAR SLAB cn ty- / H \ DETAIL U) CONC_ fkf w SLAB -7 > SLABCONCBAR L� SLAB s 4" 4' Hl DETAIL K DETAIL 1 1 CONC. SLAB SLAB \ SRIECC M mAT WALL "-- GRADE OWER ONC 4BA �-1 DETAIL 1-h M DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG_PER DEPTH DETAIL 3- MIN 3'M - �- - FOOTING & REBAR 1'-0" 1'-0" TRANSITION - y2' VTR PIPE THRU I pF F7G. DETAIL I I t I 3- V.T.R. ' I r I I I ! I 1 I I I I 2- i ' LAV ! i I ! I I I I I 3" I W.C. 2" TUB/ SHWR. 1/4' = 1'-O' 3 3- V.T.R., I I I I 1 24 I 22' V.T.R. SINK ! I \3' t I I 2- WASHER 3' I LA I CLEAN I I OUT ! 3- I 3' 3" MAIN w_c. � 1 TO SEWER 2- I OR SEPTIC TANK SHWR. SCHEMATIC PLUMBING RISER Lo d- O, rz4 co M W Q o Q W o� U 0) N �; W1 rn t` C%j rn L(OD W m Z)� CA Z � r as m W Q YY 0 u o z O ul aJC)Co IL m o Lo <0C14 coo m n W Z Z t` ''`Z0 W _ w J w H PROJECT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SOFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A lmO File COP lip-w? I 14'-2" ■ I to iO ri I 8' G. o n HB 7 cli `L j 1Lei," M 23'-8" O+7'-4" HDR. HT ■ EGRESS w _ 8'-0" CLG. r r 8'-8' CLG. f� I to 13'-7 1 /2" I MASTER BEDROOIJ COFFER � I to 41' H.I - wau 4 2'-0' I O N 4 ■ 14'-4" 10'-0'x5'-O" CONC. PATIO 8,-0" d —Oa ■ 14'-1 1/4" FAMILY ROOM VAULTED CLG. ■ r I 3' 5" 5•_7+ 11'-4' I 4'-1 1/4" 2'-3 1 f2" I RAISED DEN/BEDROOM #4 I BARTQP Lm ULTEDCLG. `3(��y LIVING ROO1-! i^_ CATHEDRAL CL+6'-8"HDR. HTV R/S 1 ® R/S I i U3 ■ N I U I 0 W B �' I Umo Z '-7 3/4" 5'-4 1/4 15 4 1/4• o ao HDR. HT BEDROOM #3 ;3 Icq VAULTED CLG_ DINING ROOM of N CATHEDRAL CLG. j ■ -i I 8'-O' N CTR. { o E I +6'-8" 2'-8' HDR. 0 1 N Em 8' CL T-8' *✓ S-7 1 /2 a 7'-1 3/4' 31' IN. VAULTED CLG. M wall 1 u M.T. 2X4 KNEEW - OP +12'-11" A..F. 1'-8 3'- I 0 BEDROOM #2 8' CLG. +6'-8' O HDR. HT. 6'-2" 12'-4' +12'-11' CLG_ HT. ti6"W. G ARCH 1.. ABV. 6'-4" 1 O'-0' S-O" 5' RAISED-- - BARTOP SINK W/ DISP. 0 KITCHEN VAULTED CLG. 3 cm 0 � co 1 z d N 1 11 NMI BREAK AST VAUL CLG. 9'-6 1 /2" 18'-3 1/20� V+6'-8' HDR. HT. SHELF ABV. V.T.W. 2X400 KNEEWALL- TOP +12'--11' A.F.F.7 i Imo_ _ 22'x54' X ■ ACD -FACE OF GABLE I� — �J ATTIC ACCESS ENO TRUSS ASV. GARAGE BOX OUT BETWEEN 8' CLG. TRUSSES A 3V. GARAGE R OF FACE OF GABLE END TRUSS ■ HB ABOVE 0 I uo 0 in ■ 20` 38'-0' 16'-O' 19'-4' 20' 0 I I FLOOR PLAN 1/4" = 1'-O" DOOR SCHEDULE O SIZE PLDG- R.O. SSUUPPER. Q REMARKS 1 3068 Wf SIDE LIGHTS 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.Q. 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR W/ SELF CLOSING DEVICE 4 2868 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2468 POCKET 1 INT DOOR 7 2668 BIFOLD 1 INT. DOOR 8 4068 BiPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR 11 2868 POCKET 1 INT DOOR WINDOW SCHEDULE O SIZE R.O. PEiRPLRLDG_ Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 2 C 44. X S- CH. GLASS BLOCK 1 D 4040 SH 1 E 1/2 33 SH 1 OBSC. TEMPERED F 35 SH 1 1_ WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1. WOOD STUD SPACING. (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16' O.C. -INTERIOR FRAME BRG. WALLS AT 16" Q.C. -INTERIOR FRAME NON-BRG. WALLS AT 24' O.C_ -KITCHEN CABINET WALLS AT 16' O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOC( WALLS ARE DRAWN 7 5/8' WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0' UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION to � N W cca Z) v C\I Z 0) n Q —� WCL'LLCI ? 0- Q C 0 au aoiso n n to Q " Z Q Q ( 7 Wmt,V z Z 1- r, Z ww Z cl)WS �a w PROJECT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 50 SQFf ENTRY 38 SOFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE = 15,364A CUBIC FEET SHEET Ul /z/1 l2 P-T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ SIB x 3' TAPCONS (1 1/4' MIN. EMBEDMENT INTO BLOCK) hr r• _ c.. i r!I• a;ar ,•t t ,, h •rr . • hr. 1, oil l ... hae �;# - e EEG W/ MIN. EMBED OF 1 5 1' PRECAST LINTEL AT TOP BLOCK COURSE ix6 PIT. BUCK SET IN SEALANT AND allKD W/ CASE" HARD NABS 0 12' dC (NAX) HEAD/JAMB DETAIL EXT DOOR PLUMB FASCIA CEMENTITIOUS COATING ON LATH E.J. REAR ELEVATION 2x4 VERT. AT EA- FACE OF ARCH W/ (3) 10d NAILS AT EA. ENO TOE NAILED W/(2) — 10d AT BUCK 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. PLYWD. ARCkt FACES W/ (3) - 10d NAILS THRU O.S.B. INTO EA. 2x4 P-T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ )W x 3' TAPCONS (1 1/4" WIN. 2X4 VERT. BRACES BMMMENT INTO BLOCK) G 1/2' COX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PROVIDE 4`ia x 3 TAPCON (1 2x4 SOLID BLOCKING (FULL 1/4' MIN. EMBEDMENT INTO WIDTH OF WALL) BTWN. PI.YWD. BLOCK) AT EA- SIDE BUCK--(1) ARCH FACES W/ (3) 10d NAILS WITHIN a MIN. TAPCON OF THRU O.S.B. INTO EA. 2x4 START OF ARCH' BUILT-UP PLYWOOD OR BAE BUCK -SCRIBE BACKSIDE TO FIT ARCH_ CONNECT W/ Bd NAILS 3' 1' xCK SECTION A —A °"N rrs' .•�-+ I Y ar r s se + +- - r ■ SILL DETAIL EXT DOOR 12 16 CEMENTITIOUS COATING ON BLOCK co i in 1 /4' = 100" 1/27 COX PLYWOOD A -A PANEL. (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4' O.C. PRECAST LINTEL AT TOP BLOCK COURSE BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS UNE OF RECTANGULAR ROUGH OPENING ARCH IN MASONRY OPNG. DETAIL RIDGE HEIGHT --T_..T_...—_.._—_--_....,_— — — — — — — — 6"W. RAISED TRIM (PROJ. 3/4") ,jkTOP OF BLOCK_ TOP_OF SLAB +O'-O' A.F.F. — — (REF. ELEV.) — 6"W. RAISED TRIM (PROD. 3/4"j A.F.F. TOP OF WINDOW AT 12'-6" A.F_F_ No ■ ■MIN Ei � � 12 16 CRICKET 12 61 3i_ 11 �o LEFT SIDE ELEVATION TOP OF BLK. T AM NARM W HAR)ENED FRAME FASffN RM BUCK W/ +9-0' A.F.F. COIL NABS AT 12' 0/C 3/11 1/4' TAPCON NA)L SQ%1IS A 24` 01C 1lIiC OR Y MAX 81 PI�tBtED HOLES BY YAM/FACHMER PERIMETER CAULKNG CON. OR NASOW DRYWALL BOARD F Ix3 OR Il P.T. 0= SET I1 CALIUM SS T lf ERiD NS HAD FASTEN TRW BLU( W/ COB.. MRS AT 12' O/C, 3/16'x3 TAPCON MAX TOP OF SLAB � 2 SCa1EN5 ®'4 0/C +O'-0 A.F.F. MAX IN U LED (REF. ELEV.) HOLES BY MAN ACnB�R PFRIMM CVAIXBY6 ORYIIAU. 00AW m®un1u FIBSN cAww�c HEAD DETAIL JAMB DETAIL WINDOW WINDOW 6'W. RAISED STUCCO FRIEZE TRIM (PROJ. 3/4') SMOOTH STUCCO FINISH AT g = FRONT DOOR 1 � N FRONT ELEVATION 160OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —TOP OF @LK +8'-O' A.F.F. ENTRY SECTION •. r • • r ;nr1v all, SILL DETAIL WINDOW 12 16 TOP — BLK +8'-0' A.F.F. TOP OF- SLAB 0'-0' +A.F.F. (REF- ELEV.) — — — — — TOP OF BLK. ,� +8'-0" A.F.F. TOP OF SLAB ---------------------------- - +0'-0" A.F.F. (REF. ELEV.) RIGHT SIDE ELEVATION 1 /4" = 1'-00 1 /4` = 1'-0' 7'rft T a r• -I v� • it a ar sf r FRSJEN RM MIX W/ TAPCOMSWAT24-0�� N PREURILUD HO<ES BY MAUBFACRA?ER JAMB/HEAD DETAIL � T% 3/4' rrr. (SGD) La to rn 04 cn to co I- Z I- LU L a it �x LU a J_IOco n� o au CCDto LU LU 1- 1z cif Q m wmr--U zz� Z Z MLUO -a = a w J W 1- SHEET A 3.0 111 `uZ �Z PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 Fa __A V-4" - OH 0 0 1'-4" - OH 1 /2'0 A_B_ AT 32' O_C_ IN LINTEL SEE GABLE END SECTION 0 VAULT W SHELF ZZ SHEET A6.1 o B-6 No 8 FLAT CLG. III l i 2 'X" BRACING TYP. I i I I II 8' FLAT I COFFER CLG. CLG. I VAULTED CLG. OH VAULTED CLG. it VAULTED CLG. VAULTED CLG_ I I B-4 II CATHEDRAL CLG_ 8' FLAT cLc. I i I 8' FLAT CLG. VAULTED CLG. 8' FLAT CLG. OH (2)216 — — 2x4 "X" BRACING TYP. I I i x 22'x54" ATTIC ACCESS 2X4 KNEEWALL- TOP + 12'-11" A.F.F. II II 2X4 KNEEWALL- TOP + 12'-11' A.F.F. 8' FLAT tL J J I I I i 11 Q II II II I I II II it II I II II it II it B-2 1 /2"0 A.B. AT 32" O.C. IN LINTEL 10B-1 � 1 /2"# A.B. AT 32" O.C. IN LINTEL SEE SECTION X-X ON SHEET A6.1 Jtt titC:IKON X-X UN bWLLI Ab.T !x4 "X' BRACING TYP. 'ROVIDE 2x4 30TTOM CHORD 3LKG. AT 48" ).C. SEE NOTE #2 ANCHOR SCHEDULE (SIMPSON STRONG --TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON UTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON M7S12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) CONNECTOR PER ANCHOR SCHEDULE 2-2X4 TOP PLATE W/ SIMPSON "SPH4" AT EACH TOP PLATE / STUD CONN. — KNEEWALL W/ 2X4' SPACED 16" O.C. 2 X 6 BETWEEN TRUSSES UNDER FRAME WALL SIMPSON "SPH4" AT ALL BOT. PLATE/STUD CONN. FRAMING PLAN 1 /4' = 1'-0' PRECAST HEADER SCHEDULE B-X I LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208' 8F16-1B 950 PLF 361 PLF B-2 70' 8F8-1B 1459 PLF 1272 PLF B-3 42' 8F16-1B 6113 PLF 3547 PLF B-4 64" 8F16-18 5365 PLF 2290 PLF B-5 54" BF16-1B 6039 PLF 2507 PLF B-6 70" 81`16-18 1459 PLF 1272 PLF B-7 112" 8F16-1B 1818 PLF 980 PLF B-8 64' IW16-1B 5365 PLF MO PLF mac= s- I'Mo 8178-1B SF1670 TYPE DESIGNATION F = FILLED WITH GR13UT / U = UNFILLED •', ,. QUANTITY 13F #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-IB/1T n `f #5 REBAR AT TOP MIN. (1) REWD 1-L'2' CLEAR NOMINAL WIDT f L ? #5 REBAR AT BOTTOM �J T QUANTITY I#5 OF LINTEL CAVITY NOMINAL HEIGHT-] REBAR AT TOP 8' NQWINAL WOM 12 PER CONNECTOR PER ELEV. ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY +1 S-2' STD. BRG. HT. DBL 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER EACH TRUSS (2'-0' O.C.) 7/16' Q.S.B. 8d 0 4 O.C. EDGES 6" O.C. FIELD CONNECTOR PER FRAMING PLAN P.T. 2X4 BOT. PLATE W/ 1/2' DIA. A.B. ® 16' O.C. W/ 2-3/4' MIN. EMBED. & 2" SQ. WASHERS KNEEWALL DETAIL 3-16d NAILS 2 X 4 VALLEY FRAMING AT 16' O.C. FRAMING NOTES; 1. DESIGN LOADS W 160 M.P.H. AT 3 SECOND BURST ROOF. 37 PSF (20 LL/17 D.L) 2 #2 OR BETTER 2x4 BLOCKING AT V-O" O.C. MATH 2 EA. 16d TILE NAILED EACH SIDE (DIAPHR M AREA) 3. AT BLOCK/STRUCTURAL FRAME WALL CONNECTION. PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4- MIN. EMBED. 0 24" O.C. VERT 0 (2)2x4 P.T. VERT 01=11;111illlni;:I� ;f. KrinAANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL m VALL BE DETERMINED TRUSSBy ENGINEER ON SIGNED D SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS • aD ON PLANS ARE MEASURED ♦ r OF ♦OI E a 7 ALL S. TO TRUSS CONNECTORS SUPPLIED BY TRUSSMANUFACTURER. SEE . ADDITIONAL INFORMATION. PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-16-17 Lo tom, Q. Lo W � co O Q) nQ) O C� rn rn � CV wpm Z M W Q r c� >p� x LL z a O O 5 LL aIL�GI •I=n� U ZQwCU7 mI,U W Z Z r-- U) z t-- Z 0 cn tI3 = �a LU -1 CII E- PROJECT NO_ 15-015-012 DATE DRAViM 5A-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ kK 15364.4 CUBIC FEET SHEET A 4■O i Copy lll2lC�Z WAU" L1,. PREVNRE FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22, INT A/C 65,Q¢¢ CIRCUIT NO. CIRCUIT ID BRK AMP WIRE SIZE A PHASE A PHASE WIRE SIZE BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 • • 8 40 RANGE 6 7 DRYER 30 10 i 8 40 RANGE g 9 REFRIDG 20 12 • • 12 20 WASHER 10 11 KITCHEN 20 12 • • 12 20 BATH GFI 12 13 KITCHEN 20 12 • • 14 15 BEDROOM ARC 14 15 H-W 30 10 • • 14 15 BEDROOM ARC 16 17 H-W 30 td 14 15 GENERAL LITE 18 19 SPACE • • 14 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 • • 14 15 WP/GARAGE OR 22 23 DISHWASHER 20 12 • • 14 15 GARAGE DOOR 24 25 14 15 GENERAL LITE 26 27 • • 14 15 GENERAL LITE 28 29 • • 30 31 • • 32 33 • s 34 3536 • s 37 • • 38 39 • e 40 41 • r 42 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT ELECTRICAL LOAD CALCULATION 150 30 CKT 0 2074 S.F. AT 3 VA 6.2 kVA PANEL 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT RANGE . kVA 150 METER 12 1 WATER HEATER FOR DISHWASHER 3.0 1.5 kVA kVA M • C • B VE DISPOSAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 33.7 kVA FIRST 10 kVA AT 100% 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA [IF AC AT 40% 4.00kVA TOTAL 23.48 kVA NO. 4 CU. WIRE- - 23,480 VA DIVIDED BY 240 V 97.6 A TO LIFER CiRND. POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) HJ EXTENT OF AREA TFFF FOR VINYL OR TILE PER CONTRACT NOTE: CERAMIC TILE TO BE IN ACCORDANCE VNTH 2014 F.R.C. R702.4 ELECTRICAL PLAN 1 /4' = 1'-0' ELECTRICAL NOTES I. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROITECTION UNLESS NOTED OTHERWISE 2- ALL COUNTERTOP KITCHENr BATHROOM OUTLETS SHAU_ HE GFI CIRCUIT PROTECTIONS. NOTED OTHERWISE EXTERIOR3. ALL OUTLETS SHALL BE WATER PROOF CIRCUIT PROTECTION UNLESS NOTED OTHERWISE DISCONNECTS4- PROVIDE REQUIREDEQUIPMENT AS 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 12QV, SINGLE PHASE, 15 d 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS. SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECT BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER COMBINATION TYPE. INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125% 15 AI: 20A RECEPTACLES. NOTE ELECTRICAL PLAN IS SCHEMATIC ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2010 F.B.C. i pit w+ar r - Magi I fib a+.... a �i 23 FA 11 a <�► r rr • unv r �l l� rai t tr '"' r•: c• it 1 i tag a . • i I:Ir I+ t> a,. r:rt. t t 1,.. Magi;,I.. •.r %., i3:/Fill, lily 11pla, Nos.It Ot + t• .� .. tat al d It it I © t © •t 9fK t _ m� ♦ 1, sr , I dt� •i- .r r. 1 u.. Lo "1 co q �o v1 rj 0 Q ko 0 c r rz, to LO rn N w CD CD Z M r- w w Q w w u 0 a a Q O Go r< a LL o OD _'_�Q < CCD" w 00 I (.5 Z Z r" r w w co Z �w0 �a w _I w F- I t'KUJIt=GT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 50 SOFT ENTRY 38 SOFT TOTAL 2238 SOFT CUBIC VOLUME OF CONDITIONED SPACE = J 15.364.4 CUBIC FEET SHEET A 5mO File C op v R-30 INSULATION 1/2" CLG- GYP- BD- 8"x8' U-BLOCK TIE -BM. FILLED W/ CONC. do (1) #5 REBAR CON' PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 1 x4 P.T. PLOYCEL SEALANT P.T. WOOD BUCK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL 1/2" DRYWALL ON 1x2 P.T. FURRING 0 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD- BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL HURRICANE STRAP 0 EA- TRUSS - REFER` TO FRMG PLAN \ CONNECT EA. TRUSS BOTTOM CHORD W/(2) 16d MIN COMMONS TOE -NAILED TO TOP PLATE ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32' CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24' O.C. (SEE ROOF NAILING PATTERN DETAIL) • P �'� a• • ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONY ALUM. VENTED SOFFIT WDW_HDR. HT. PER FLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOCK( AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) _ "❑ -0" - Y TOP OF SLAB FINAL GRADE STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. CONC. FTG- PER I FOUNDATION PLAN `-1-I ! ( TYP. EXT. BLOCK WALL SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ 12-10d X 1 1/2- AT EA. 1/2" GYP- BD.� PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4' AT EA. STUD TO SILL PLATE W/ 12-10d X 1 1/2' AT EA. 4" MN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL FOOTING PER FOUNDATION I NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS)- INTERIOR BEARING WALL SECTIO INSULATION PER PLAN 0 24' O.C. 1/2' GYP. BD. DBL 2x4 TOP PLATE 2x4 STUD WALL 0 160 O.C. W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVIDE BLKG AT 4'-0' O.C. MAX-) 2x4 P.T. BOTTOM PLATE W/ 1 �2" DIA- EXP. BOLTS W/ 2 WASHER AT 24" D.C. (MAX-) 2 3/4' MIN. EMBEDMENT EXTERIOR FRAME WALL TO CONC_ BLOCK WALL CONNECTION •. •r.• a ra �a WI ♦•- V, ALUMINUM TRANSOM WINDOW - NATH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS 061 •.a. _ •r� ... ra. DETAIL AT 90• CORNER D:i1C�.•�t �:�1i:(I; IP��� ifil.T:1 1/2- GYP BOARD HEADER PER PLANS 1 1/2- GYP BOARD TRANSOM WINDOW / DOOR SECTION (TYP) •a r.ra• q• • • i r2 1/2' DIA L-BOLT (8` LONG) W/ 2' WASHER AT 32' D.C. MAX. 2x6 P-T- JAMB DETAIL 2x4 P.T. W/ CONC. (� 23r6 P.T. FROM BOT OF NAILS AT 12' O.C. -I y HDR. TO C LG. LINE EQUAL EQUAL z 2x6 - P.T- N \ ery ` GARAGE DOOR OPENING ELEVATION GARAGE DOOR DETAIL 1/2' DIA L-BOLT 2x6 (8` LONG) W/ 2' WASHER AT P.T. ' 32" 0.C. MAX_ STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER ASCE 7-10 / 2014 FBC. 2- WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2014 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK NTH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2- TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C940 . THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4_t21 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5• CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. I'm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40. CONT, TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 10. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2- 3/4" 3/4" j18' MIN- HOLE DEPTH 7/8" 1 1/8" 6" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R "OVER PRIOR TO EPDXY INSTALLATION. THREADED ROD STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. L AD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 11. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8' TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION- THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION, TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. ci Z 3/4' DIA. X 6' DEEP HOLE FOR w /5 BAR SET N EPDXY ADHESIVE ZD TOP OF BLOCK WALL GROUT SOLID AT TOP OF (ALL SAWCUT APPROX. 4'W. X 24H. OPENING IN WALL � 25' MIN- LAP OF KEBABS ♦�� .. •n' t• a� ra ♦ r..a r • • T • • r a r ra a14 «a "a • w r• SAWCxUT APPROX 4"W. X 24'H- OPENING N WALL �o. zm 3/4' DIA. X 6' DEEP HOLE FOR�w #5 BAR SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL NOTES- -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE O WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP 11 WOOD IS SOUTHERN YELLOW PINE_ #2, Fb=1200 PSI, E=1,600,000 PSI, M-C•=19% MAX..TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE. HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4- END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX- 5. EXT- SHEATHING ON WALLS TO BE MIN. 15/32' COX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE NOTED- 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II B. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS- 9• STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA- ITEM. 11. NAIL PATTERNS- -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.G. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2' FLITCH GLUED AND NAILED WITH 16d AT 8 O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIA. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA- WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE- 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2- MIN. EXTERIOR GRADE GYP. BOARD OR 1/2- MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS. DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED. TRANSFERED. OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES ROOF EDGE J I ---------------`- -I :1 yea 1O Oj I ROOF I / EDGE 10 RIDGE I --- 2 2 OZONE 1-USE 8d RING SHANK NAILS A 6' G.C.RINGNK O ZONE 2-USE 8d RING SHANAILS O ZONE 3-USE 80 RING SHANK NAILS ® 6' O.C- 0 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY, A q. r�r ` V c 6� q C/) � 6O 6-4 Q O �o Q) c 0.' d co Q o) to rn r CV 'o w z 0) w wQr � o jj LU w to co" J ® z 00 EL w CD n __j r` W Z<G) LUm�-CJ r ZZr- � w ETU c•'� Cn Z r~i�0 w = �a w w SHEET -pile co Ay ��12�1 G2 INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4' x 2-1/4" TAPCONS a r �a•'a� CONCRETE LINTEL — BLOCK FILL WAIN CONCRETE SEE PLANS FOR SIZE AND LOCATION ALTERNATE TRUSS ANCHOR DETAIL N.T.S. (4) 10d NAILS PROVIDE 2X4 BLKG ® 16" O.C. BEHIND GABLE END TRUSS ,mill 111111= P.T. 2X4 LEDGER BD. W/ 1/4- DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 2 _p- 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 15/32" CDX PLYWOOD OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S 0 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS _TOP OF BLOCKAh PER PLAN �— 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" O.C. 1 /2- EXT. GYP. BD. SIMPSON LU24 0 EACH JOIST/ LEDGER BD. CONN. UNTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-15 BAR Z O I- Q r �a zww TOP OF LOWER < = a BLOCK WALL + • Y r�7 • :. - 2x6 RAFTERS AT 24' O.C. MAX. - TOE -NAIL TO RIDGE - — BD. W/ (2) tOd NAILS ROOF 2x4 VERT_ STUDS SHEATHING SHEATHING OR W I � Wy,p� O 4'-0' 0_C_ (PLACE ABOVE TRUSS BELOW) SIMPSON STRONG -TIE PANEL H2.5' EA. END OF 2x4 ANCHOW. PRE-ENGRED VERT. STUD TRUSSES SEE NOTE #4 NOTES: SEE I. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0' O.C. 2 PROVIDE 'H2.5' ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4_ PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL /5 BAR DOWEL W/ STD. 90• HOOK CONC. BLOCK WALL 111 I BLOCK WALL HEIGHT TRANSITION DETAIL VERTICAL FIl I Fn CELL W/ 1-/5 BAR THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0' PLYVMD SHEATHING OVER WOOD TRUSSES CENENTITIOUS FINISH ON METAL LATH (2) LAYERS 15i FELT MEMBRANE BRIDGE FLASHING m STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSH STRIP & ® JAMB HEAD LC (ONLY) a JOINTS CO 3/87 AL) I' X 4' IAL SIZE) BLOCK UNITS ANCHORS do I<RCEMENT OTHER E OR 160 O.C. EVER IS LESS ELT EMULSION THIN MORTAR CII I I MV ATi zmurlt.ny1%mz) GLASS BLOCK UNITS: 8" X 8' X 4- (NOMINAL 'SIZE) MORTAR: TYPE 'S' PER ASTM C 270. REINFORCEMENT: LADDER TYPE. 9-GAUGE, 2' WIDE WITH BUTT -WELDED CROSS WIRES AT 16' D.C. HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS. 24' X 1 3/4', HOT -DIPPED GALVANIZED. AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH 110 X 1 1/4' LONG PANHEAD SCREWS WITH /10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16- X 1 1/4' HILTI KWIK BOLT 11. EXPANSION MATERIAL 3/8' THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER ALL NAILS MUST BE DRIVEN FLUSH WITH THE SH04UE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1' FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8' NAIL LINE SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N_TS. Lo w �Q m � u) F q q �o co 0.' �o w oQ) Q, O O rn to rn � N w(,oncn :D q(V z V) w W ? Q Q L1_ 1L W w to O J 0 LL aLLC3� Q=cup U Z Q m 0 WmnU z z I` ,ww �(1)z ;z0 w= -3 a. w J w 1-- PROJECT NO_ 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 6ml =CORN ING TAPE FLASHING TAPE FLASHING TAPE TAPE awl INDOW TOP \NAILING SILL FLA SIL 1. CUT THE WATER RESITIVE BARRIER (IC) {rA- RESISTIVE ELAWMEDj I , 1ST CUT TH CUT. I I I MAKE A 6' CUT UP I { �CUTI i FROM EACH TOP 1 I f I CORNER AT A 459E I I ANGLE TO ALLOW THE I I 459f l 1 WATER BARRIER TO �/-TYP I I BE LAPPED OVER THE I I �2ND� I I THE AWINDOW.T THE HEAD OF L-----__-----J 2. FOLD THE WATER RESISTIVE BARRIER (10). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #I- CUT A PIECE OF FLASHING TAPE 12' LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1' TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12' LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6' UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1' WIDE TABS AT EACH CORNER (Xi FROM EACH SIDE OF CORNER) (IF) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL. FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 1Z' LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE /1 BY AT LEAST 10. DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4' LONGER THAN THE FRAME HEIGHT OF THE WINDOW APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2' BELOW THE BOTTOM OF THE WINDOW PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1' PAST THE SIDE FLASHING TAPE ON BOTH SIDES_ APPLY THE TAPE OVER THE TOP NAf ING FIN AS SHOWN. NOT' DO NOT TAPE OR SEAL THE BOTTOM/ NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1' LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW NOTE: BE SURE TO OVERLAP THE TOP CORNERS (30) TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. O 48' O.C. PRE-ENG: TRUSSES AT 24' O.C. 9-9 « t -:. i t •.a a• • 2x4 45' CROSS BRACING AT 4'-O' O.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER NAIL 2 X 4 BLKG TO 2 X 6 BLKG WITH 10d O 6' O.C. NAIL 2 X 6 BLKG TO DBL TIP PLATE VAIN 10d O 8' O.C. SIMPSON 'MSTAM24' AT 32' O.C. W/ 5-1/4' X 2 1/4' TAPCONS IN MASONRY It 9-10d X 1 1/2' IN 2X6 STUD • w 7' • a of Mi p... ■■ f 2x4 BLKG. O 48' O.C. F t- _i__ i1.. 15/32' PLYWOOD SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d O 6` O.C. NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKG WITH (2) 10d 2 X 8 O 16' O.C. KNEE WALL WITH SIMPSON SPHS AT EACH STUD SIMPSON HETA20 O 32' O.C. 2x6 P.F. PLATE CONT. W/ 5/8' DIA. ANCHOR BOLTS O 32" O.C. CAR W/1/2' DIA. ANCHOR BOLTS O 24' D.C. ROOF SHEATHING 2x4 BLKG. O 48' O.C. — (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV_ FOR FINISH MAT L) NAIL (2) 16d EACH SIDE �-- - 2x4 BLKG. O 48' Q.C. PRE-ENG. TRUSSES O 24" D.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT- AND AT 8'-0' D.C. (MA)L) ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP O EACH TRUSS PER FRMG PLAN — Val a 21, • a # GABLE END SECTION @ HIP ROOF Y—Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. 8 48' D.C. PRE-ENG. TRUSSES AT 24' D.C. — 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45' CROSS BRACING SCHEDULE SPAN BRACING REO'D. GREATER THAN 20 FT. SPACED 4'-O' O.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. POINTS (D PAIR AT ► IDPIIINT 2x4 TRUSS BOTTOM CHARD BL.KG. AT 4'--0' D.C. REFER TO FRMG. PLAN — (2) L6d COMMONS TI3 NAILED EA. SUE 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. L (1) #5 BAR CONT. TN. r :. + a .3. GABLE END SECTION X-X 15/32' CDX PLYWOOD SHEATHING 2x4 BLKG. a 48' D.C. (2) 16d COMM NAILS AT EA 2X4 LADDER FRAHM 2X4 STRU46BACK IF GABLE TRUSS IS TALLER THAN 8'-O' I — GABLE END TRUSS 3/4' FROM FACE 13F CONC. TBL13CK i 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH Lad NAILS AT 6• D.C. I 2X4 'T' 13R 'L' STRONGBACK AT GABLE I VERTICAL LONGER THAN 40' - CONNECT WITH 12d NAILS AT IL" D.C. I SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d CUMMUN I NAILS AT 6' B.C. TO 2x6 P.T. PLATE CEMENTITIDUS FINISH OVER FRA14E CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE ,>E WRAP. �\ EXPANSION JOINT AT CEMENTITIOUS f * PLATE CUNT. W/ 1/2'x B' ANCHOR BOLTS e 32' D.C. Lo d CO LO 1-4 Cif W o d CO 1A nN (o W w � Z) v N Z M i W < X Of 'L. Co x LO W Z a_jaCO IL Cl WC4 to U ZQc0)oC9 m n W Z Z W M UW Z Z 0 !~y W = -' (L W J LU PROJECT NO. 15-01"12 DATE DRAVM 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 50 SQFT ENTRY 38 SQFf TOTAL 2238 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET -Ole Copy, �l�2Glln OPEN TO FAMILY RM. BEYOND BAR TOP-, r.mmor KITCHEN FAMILY RM. BEYOND FILLER t FI Flo Me KIT. AT RNG. BREAKFAST ROOM NOTES: 1. BATHROOM TOWEL BARS AT 54" A.F.F. M c 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. LAV 3_ TOP OF BATHROOM SHOWER TILE - AT 7'-0" A.F.F. C) ~ _ I - ie) < o VB 30 4. SHOWER HEADS AT 6'-8" A.F.F. 30" IRAD_ El OPEN oo L.- TO 1 0 HALL (° d O HALL ARCH WALL MTD. LT. '•i' W.C. SHWR. FILLER BATH 2 FILLER W3 12 30'= ° ° W21 OPEN TO _ RAD. 30 BEYOND 00 Q OPEN SINK to � nil n ° 0 0 L36 0 O F- B18 SB18 REF DW KIT. AT SINK, DW/REF �I WALL M TD. LT. TILE MIRROR FILLER LAV LAV -� 00 oo Q W(D w I z� Y j o0 fo VB60 M. BATH VANITY GREAT RM. WALL ELEVATION 12 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD / TRIM —/ NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS uj AT 16" O.C. a 1 /2" DRYWALL c� f � KITCHEN BASE CABINET BARTOP DETAIL PLAN REVIEW REVISION S MASTER PLAN REVISION 5-16-17 k � Q 0) co ~ � O C) ko Ci oato `� h t m n 04 0, wt'mocq CA N z�� w¢ c6wu-(5:31 z yOo( QtLODo tn w N e- Z ¢ 1 wm�0 z z r. �ww r)tnz M ZO w= --3a w J w PROJECT NO_ 1 "15-012 DATE � 5-4-17 I. BY MCA CAYMAN 1763 83 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE 15.364.4 CUBIC FEET SHEET A L ---- J, 7.Q File COP u IN 8X8 100 CFM 1 OX10 R/Aj I I I f I 4 I I I ( i 4" 1 14X14 1 I R/A I — ---J (�j i0X1Q 1 I� 200 CFM 16X16 9". R/A 8X8 100 CFM 8X8 100 CFM I —I g»I R/A mlZm II 6" 2X12 6X6 { R/A 50 CFM 7, i0X10 150 CFM W/ 10X10 150 CFM 7" ON 4X2ILN,6X6 RHDWH REF. LINES `\`\ RUN \\ OVERH \;\ �I \ \ x / f 22"X54" ATTIC ACCESS NOTE. ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. DRYER VENT THRU WALL m AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 TON C.U. CH14NI30360OG A.H.U. F04C NF042 HEAT 05 KW COOLING CAP. 35,600 HEAT CAP. 34,000 ELECT. 208-230-1 BRKR. CU — 35 AHU — 30 REF. LINES 3/4 & 3/8 S.E.E.R. 14.00 HSPF 8.5 RETURN GRILLE Supply DUCT A.H.U. DRYWALL STAND AIR HANDLER DETAIL HVAC PLAN 1 /4" = 1'-0" , s- e C / �i AIR COOLED CONDENSING UNIT SLAB MOUNTED xr� f77777 MASTER PLAN REVISION 5-1fr17 co ti O w q Q co ® OS N to to r-- N 03 w�(!) Z �V' ti Q too WWLL.� o �z aLoC) n a u_ QD O Q 3f #-� zQ(o Wm III n ZZt" (j)Z ZO w� �a w w I- "1763 2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE 15,364.4 CUBIC FEET SHEET A 8mO Pill, Co p�. l�lZlG�� I I I ® ® I I I 4w I FAN I I ® 4" 14X141 R/A L— --I----J 01 10X10 1111J4 d 1120 loxio R/ 1R/A �i 9 't EDk 14 fill ExH FAN 8X8 SXS RYA 94 _1 ° 9"1 R/A C 12" 2X12 �6 R/A / II I 8" I I I / I 1 RHF 7F W/ 1oX10 p91� REF. LINES RUN 0 D. 22"44" i x ATTIC ACCESS NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. DRYER VENT �1HRU WALL OND AC-1 EQUIPMENT SCHEDULE. MFG. CARRIER 3 TON C.U. CH14N803600G A.H.U. F84CNF042 HEAT 05 KW COOLING CAP. 35,600 HEAT CAP. 34,000 ELECT. 208-230-1 BRKR. CU - 35 AHU - 30 REF. LINES 3/4 & 3/8 S.E.E.R. 14.00 HSPF 8.5 SuKeLYFUTr A,H..1J. FIROAARY Uhr' WALL STP1,40 fflmlzp�a0 H VAC PLAN 1 /4" = 1'-0" if Rcr �L4t rK$ %aT�tWY. 4idxtsn hA ' i d Him:%'tiiHE TOF-.I7Y n%l 1}'rm 1- , V* iS,ftlw Ann 7 �PF19�Wfib. Arx :W PM" WQN79mlil, h�LTk '�";. "�?l..w ..;7"� w„e.•'" h F/.k+:ti'.tlAi.YRY AIR UNIT SL45 ."ear WA— utz F •1 ' i V 2 2 2017 Lo o� � CQ M v1 'o V N QQ a' co W O o� C; Lo Lo r-i w�(9 ZIN- <ICIT) r >pX ` V x Lu 53) z JaOJ(cs nl� QLL0� w=NT W Z Q (.0 W co U Z Z r W W z Z n o� W O �a w J W H PROJECT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 1 R 4Rd A ri iRlr cGc-r SHEET 1 � ' �jfe C ®Ay 554161 \� AN 21 011 4 V- 611 .. �.31 Rn 7a�all LGR-1 DBL. LEDGER BY OTHERS TOP @ 10'-81' BUSS TO LEDGER CONNECTION BY OTHERSi HATCH LEGEND 8' - 8" Clg. Hgt. i 8' - 0" A.F.F. 12' -11" Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplift (> - Horizontal (> 350#) * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: ALL CEILING DROPS BELOW BEAM ARE T = 9 d .a a cv BY BUILDER (UNLESS NOTED OTHERWISE) = 9 = `" a * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. N C 9 = O! O REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS o- c a E y e FOR GRAVITY AND UPLIFT LOADS. Q � o �9 - v .°. FOR BRACING & ERECTION DETAILS REFER .o. s _ 'F E „ o TO BCSI-03 AND/OR ENGINEER OF RECORD W N REPRESENTS THE LEFT SIDE OF -i EACH TRUSS DRAWING o _ V q v G ^ y v > > o r s •> v� v v c E 02_0 0 y r C 6 N m E a - L o v •v o .- = o c N O H O d d O O G Ol p `- G_ G T9 0 0 S O Y o c d M ,- C Q O N d Q y v W 0 9 C L m cQ a E ^� d^ a v v N „ v y > v E ' aoi D. BALLOON EMOVED. NOTE a M d N = C. NTENGINEER 3 c i 3 C c o c oI IVER REAR PORCH = ' 9 s or„ s „ c O L N d C m t v G E N c c N It is understood that above - ^ € ,' ""� n� gletions,pitches, tions have been reviewed ❑ APPROVED o _ o m 9 N are acceptable for the m - o r abrication at trusses, ❑ APPROVED AS NOTED E 9 - o v a ^ = o 0 0 �<;U 2 2 2017 overhangs, ❑ = 3 3 g a fascias,ceiling REVISE AND RESUBMIT v „ o vations/pitches, bearing REJECTED d d = BY conditions & all detail pertaining d o o a o this truss placement plan. No back charges will be accepted DATE "N a a _ °' d r V _ without previous written — E approval from an A-1 Roof N e W Trusses representative. REVIEWED BY " e a °• c v -e s %L 1c�InuL-v� �"hL�GL-icy-t (,C THD26 (D>THD28 C G TOTAL LOAD 0 z' DURATION FACTOR T. Tombo, III 3.III"+ SHEETING AREA UNDER VALLEY TRUSSES AND SERIAL WASTE MATERIAL NOT INCLUDED SLUR TO VERIFY CALCULATIONS PER Ri Be Re RR RAfi-,- REV DATE I BY 1 03/13/15 L`1- 4 10/12/17 RH LAYOUTUPDATED 5 1 10/12/17 W 9 O y Ol O` r L = O C i s a ! c `o N c v v v = s " E E � o-9 T C = L u Q D• O_ d d = w- O Jp u � -v O � - L_ v _6 v �+ n'- O v Tyr d O r S L E `v a `o - o v E c (RMSCMB3 SCALE N.T.S. O .� IaT9��dGr� ♦ OO,A#. TRUSSESA-1 A FLORIDA CORPORATION n_' d a a Ph 772-409-1010 / Fax 772-409-1015 ^ N O v http.//www.aItruss.com a o s ."__