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r 00 N 1p I 0 O M I � 7 5 M 0 I N a 23'-8" 14'-4" 15-0" 36" SQ. X 16" DEEP CON-. FW/ r EACH (3)-#5 EACH WAY ■ ■ ■ ■ 1 _ F G1 1 0 I 1 6'-10" 5'-2" 4'-8" I D■ C• Dbj 2'-8" - 0 3'-8" 1 — — — — — — — — — — 00 — ----� —co F '4 1 E A — � 1 HB �I 5" 1 1/8" 2'-6" 04 L------------- � RECESS SLAB - I FOR S.G.D. 1 I � I LAV LAV B tPLUMB I • — — ■ THIS END FOR TUB m rn 0 11 I 3 2" SHWR- WC 1I INDICATES C.M.U. CELL FILLED W/ CONCRETE AND (1) #5 VERT. 1 /g ESS LRAB REBAR CONT. FROM FOOTING TO TIE BEAM (TYPICAL) I • — 3E1 F SHOWER 3 1/2" 10'-7 5/8" I 1 9'-4 1 /8" 1'- I I 11 SINK W/ 1 ■ I I I DISP. I • 0'-0„ II 1 I A REFERENCE o 1 FINISH FLOOR I 1 I 4" 2500 PSI CONC. SLAB W/ FIBER I MESH, ON 6 MIL- POLY VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL TO A MINIMUM DENSITY OF r J 1 ■ I 957 AS DETERMINED BY ASTM D-1557 ?.�,1 � XcM zI I ■ I I I H 1 \ W. AC `r ■ TUB/SHWR I WC g LAV 1 I 2'-10" 2'-6" uj 1 o CL co 5, 8" I 0j n I D o igg I 1 ;-00 D I I I I I q- G 00to 1 I i • A 1 i I F SLOPE DOWN 1" i HB G1 1 A 1 A 1 COND 1 i I i 0 I AT GAR. DOOR I �m LOD 1 o I --- - — - J N �--------- - — ^ 0 -� I. S-7" -2" IS-7- I I I I A 12'-4" 6'-4" 20" 38'-0" 16'-0" 19'-4" 20" 0 0I 0 I i� a 0 I in 0 00 1 N U) 6x6 - 10x10 WWF w OR FIBER MESH CONC. 6x6 - 10x10 WWF ¢ CONC. g„ SLAB OR FIBER MESH > SLAB OD VARIES --- ao - Z_ _ 0 1-1/2" AT _# GRADE I _ BARS �� 2-#5 gq FRONT ENTRY g"I 16" I BARS +-- 8„1•_4' �� �` 2'-0" A DETAIL g DETAIL C DETAIL 1 1 1 D7 6x6 - 10x10 WWF CONIC- w OR FIBER MESH SLAB Q CONC. 1'_O" SLOPE ## > 00 BAf�S 12 (MW) 2 # - GRADE 0 BELOW BAf�S D DETAIL F DETAIL 1 1 CONC. A/C PAD CONC. A/C PAD CONC. SLAB BAR 0 4" 8. G DETAIL 1 5 1/2, FRAME) 7 5/8" ((BLOC v, CONC. SLAB �� . 2-#5 BARS / J \ DETAIL - S.G.D. 1 1-#5 CONC. BAR SLAB Z ) g., a > / H DETAIL 1 CONC. 2-#5 SLAB BAR •• 0 4" 4" K DETAIL 1 SLAB 8 VARIES 8" CONC. \ RECESS ---- SLAB 0 AT WALL ---- --- ---- ----- GRADE N SHOWER 2- O RECESS BAg 1 L DETAIL M DETAIL 1 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0" AE = 58'-9" BD = 64'-6" BF = 68'-6" DIMLN5IUNS AKE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN v, CONC. w Of SLAB —1;4 H1 DETAIL 1 CONC. SLAB 001 4.. I 1 8"1 DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. 3"MIN.— DETAIL C FOOTING & REBAR ,'-0" 1'-0" TRANSITION J1�2" V-T.R. I PIPE THRU I n FTG. DETAIL 1 I 3" V.T.R. I 2" LAV LAV I I I I I I 3" I W.C. I I 2" 1 TUB I 2" SH WR. 1/4" = 1'-O" 3" 2" SINK i 2" V.T.R. I I I I I 3" AJ 2" WASHER 3" V.T.R'j mot` I 3" I I I I I I I 1 1 I 2"i 1 }/ CLEAN 1 LA OUT 1 3" I W.C- i 3" 3" MAIN I TO SEWER 2" I OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER N REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 W �co 44 rnq ^�I CyDn n ^� 0) rn N o m W m N wm ❑ M Q O J x w Q LL 00 ❑ N ❑ 0 N co 0 00 Z J r` Q110U W �com �i U OQ ti r` Lo U) Z O 1- 2 M 0_ W W H PROJECT NO. 15-015-007 DATE DRAWN DRAWN BY 2-3-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT SHEET .A loo /l 7 I 23'-8" 14'-2" O +7 -4" HDR_ HT 14'-4" 15'-0" CONC. COLUMNS TOP +8'-0" A.F.F. CONC. LINTEL ABV BOT. +6'-8" A.F.F. COVERED PATIO 8' CLG. 1'- ■ ■ ■ ■ 1■ ■ ■ 8'-0" 3'-8" I R/S o o \ I— — — — — — — N 8,-0" CLG. I I co `o N I 8' CLG. 8'-8" CLG. ■ ■ ■ ■ "I O I HB I I 9'-0" _ _ I 'n 13'-7 1/2" I 14'-1 1/4" R S ■ N I MASTER BEDROOMI 0j I \ COFFER CLG. I O 42" H. 2X4 FAMILY ROOM ■ +6'-8" u-) WALL O VAULTED CLG. HDR. S-5„ 2'-6" 40 H.I _ I N 04 2'-0" HT. ■ WALL 8' CLG. I (o L N O � O N I - iA P.T. 2-2X4 I ■ CURB I ■ io N 4 I I 10'-0" 3'-5" i� 4'-1 1/4 " 3' -0 5 -0" 5'-7" 11'-4" RAISED I RAISED II BARTOP 2-3 1/2" DEN/BEDROOM #4 i BARTOP W/ I ■ ■ M DSINK ISP. a' CLG. °I LIVING R00� KITCHEN B O � CATHEDRAL CL.III VAULTED CLG. +6'-8" I I O N HDR. HT. ® I o N I ■ � I 04 \ R/S N co - ® R/S - I Z I � 1. ■ ■ N I M O BREAKF ST o `° I xc� 2 -5" VAULTED LG. �/ i_ +6'-8" 5'-7 3/4" 5'-4 1/4" 15'-15 1/4" �I ¢a 9'-6 1/2" HDR$" HDR. HT. I 6 ■ HT. BEDROOM #2 I 4'-4" 11 5'- " 8' CLG. DINING ROOM 8 CLG. N CATIIiEDRAL CLG. 5 SH. W CABINETS N - ABV. ■ 8'-0" 8' CLG. S-4" N ® NAC 1_ I - M.T. - — — — — — — r7777DRYER o +6'-8" V.T.W_ O O HDR. HT. ■ 8 1' CLG. n ® 3/4" O 1 18'-3 1/2" 3'-4 1/2 7'-1 O1" N. _ M VAULTED CLG. 2'-8" z g w a I I 100 CvQ o n 2X4 KNEEWALL- M.T. TOP + 12'-11" —R/S— — SH A.F.F. ■ 8 x �!—�� COND GABLE FACE OFVE�ZTRUSS 22 x54" ® o HT. ABV. ATTIC ACCESS 2X4 KNEEW LL- mTOP OHDR. 10'-4" W/ STAIRS + 12'- 1' +12'-11"OX CLG_HT. OUT B USSES A TWEEN v. SALES OFFICE o A.F.F. R OF 8' CLG. 6'-3" _81, 3/4"-ARAGE F ARCH �No 1 ENDo BEDROOM #3 I ABV. <-� o ABOVE ■ 8' CLG. ■ I °o 4'-4" 4'-4' HB rl I o 10 10 I u A ■ ■ ■ ■ ■ ■ ■ ■ 6'-2" P.C. HDR. ONLY (NO LINTEL COU ABV. WDW. 12'-4" 20" l 19'-4" NOTE: RECESS IN SLAB TO BE FILLED WITH CONC. TO BE FLUSH W/ EXTERIOR WALKING SURFACE FLOOR PLAN 20 NOTE: PROVIDE DOOR THRESHOLDS AT ENTRY DOORS WHICH MEET REQUIREMENTS OF F.B.C. 11-4.5.2. THRESHOLDS SHALL NOT EXCEED A CHANGE IN LEVEL )2- IN HEIGHT, AND SHALL HAVE A SLOPE NO GREATER THAN 1:2 1/4" = 1'-O" DOOR SCHEDULE O SIZE PER R.O. SUPERLDG. Q REMARKS 1 3068 W SIDE LIGHTS 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.D. 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR W SELF CLOSING DEVICE 4 2868 8 INT. DOOR 5 2468 POCKET 1 INT. DOOR 6 2068 POCKET 1 INT. DOOR 7 2668 BIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 6068 15 LITE FR. DRS. 2 EXT. DOOR 11 2868 POCKET 1 INT. DOOR WINDOW SCHEDULE 0 SIZE PER R.O. SUPERLDG. Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 2 C 4'W. X 3'-4"H. GLASS BLOCK 1 D 4040 SH 1 E 1/2 33 SH 2 OBSC. TEMPERED F 35 SH 1 G 52"W.x36"H. EYEBROW (28" LEGS) 1 MUNTINS 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O14 FLORIDA 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" O.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. BLOCK 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 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 CYD ^� n �o CYD k- "4 Lo Ln m C) N O O> W O N �rn ctw �A o x ^J ° Q 00 N 0 O N LL IIn��,11 O � J 0 CDq de,_j m U W Q W c m OQ�U ti "'U)O rvi a W .J W F- PROJECT NO. 15-015-007 DATE DRAWN DRAWN BY 2-3-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT SHEET A 2mO L11 /o/ 1-2 P.T. (2) 2X4 BUCK - CONNECTTO BLOCK W/ �J6" x 3" TAPCONS (1 1/4" MIN. EMBEDMENT INTO BLOCK) --- CONC. OR MASONRY ix6 P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS 0 12' O.C. (MAX) PERIMETER CAULKING FLOOR COVERING —� DRYWALL BOARD Q ° off' CEMEN77770US FINISH O DOOR TRIM PERIMETER CAULKING DOOR IRIM DOOR FRAME FASTENED THROUGH BUCK W/ 3-1/4' x 1/4" (MIN) TAPCONS, W)TH (1) TAPCON 0 PERIMETER CAULKING 6" MIA FROM EA. CORNER; AND CONCRETE SLAB 4 EQ. SPACED TAPCONS ON EA. VER77CAL LEG W/ MIN. EMBED OF 1 5/8' HEAD/JAMB DETAIL EXT DOOR PRECAST LINTEL AT TOP BLOCK COURSE TOP OF BLOCK WALL DOOR THRESHOLD SET IN BED OF CAULK & 12 FASTENED TO SILL 3/16' DIA. TAPCONS 0 18" 0/C SILL DETAIL EXT DOOR REAR ELEVATION 2x4 VERT. AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END TOE NAILED W/(2) 10d AT BUCK 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. PLYWD. ARCH FACES W/ (3) _ 10d NAILS THRU O.S.B. INTO EA. 2x4 P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ 3W x 3" TAPCONS (1 1/4" MIN. 2X4 VERT. BRACES EMBEDMENT INTO BLOCK) L 15/32" COX PLYWOOD PANEL TO BUCK W/ 8d NAILS AT14"DO.C. PROVIDE 316" x 3" TAPCON (1 2x4 SOLID BLOCKING (FULL 1/4" MIN. EMBEDMENT INTO WIDTH OF WALL) BTWN. PLYWD. BLOCK) AT EA. SIDE BUCK-(1) ARCH FACES W/ (3) 10d NAILS WITHIN 4' MIN. TAPCON OF THRU O.S.B. INTO EA. 2x4 START OF ARCH BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. i" x 3" BUCK_/ CONNECT W/ 8d NAILS CONTINUOUS SECTION A -A 1/4 = I —U 15/32" COX PLYWOOD A_A PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PRECAST LINTEL AT TOP BLOCK COURSE ARCH OPNG. ARCH IN MASONRY OPNG. DETAIL RIDGE HEIGHT — — — — — — — — — — — — — — — — — — — — — — — — — +1T-10" A.F.F. +12'-11" A.F.F. 6 RAISED (PROJ.3/4)IM - KEYSTONE (PROJ. 1 1 /2") TOP_OF_BLOCK _ _ +8'-0" A.F.F. TOP OF SLAB_ — — +0'-0" A.F.F. (REF. ELEV.) d KEYSTONE— (PROJ. 1 1 /2") — —rROOF /CRICKET CEMENTITIOUS COATINGap3= El ON BLOCK I El H io 3 p LEFT SIDE ELEVATION 1 x3 OR 1 x4 P. T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN THRU BUCK W/ 311670 1/4' TAPCON SCREWS 024" 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURI PERIMETER CAULKING CEMENTIROUS FINISH HEAD DETAIL WIND❑W 1/4" = 1'-0" ALUMINUM FRAME FASTEN THRU BUCK W/ 3/i6'x3 1/4" TAPCON SCREWS 0 24" 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN1771OUS FINISH CONC. OR MASONRY ix3 OR ix4 P.T. BUCK SET IN SEALANT AND NAILED W/i-1/2" CASE HARDENED COIL NAILS AT 12' 0/C. MAX. DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE "fl00 °ob Q 4 LPRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL WIND❑W 12 16 — _ TOP OF_BLK. A.F.F. TOP OF SLAB +0'-0"A.F.F. (REF. ELEV.) 18"H.xl8"W. QUOINS W/ 2" CLR. BTWN. BUILT-UP PLYWOOD OR — — — — — — — TOP OF BLK. MASONITE BUCK - SCRIBE------------------------------------------------------------ — BACKSIDE TO FIT ARCH. t8'-O" A.F.F. CONNECT W/ Sd NAILS LINE OF RECTANGULAR El ROUGH OPENING CEMENTITIOUS COATING 00 �_ ON BLOCK o S ------ TOP OF SLAB — — — — — — — — — — — — kl8"H.xl8"W. ------- +0'-0" A.F.F. QUOINS (REF. ELEV.) W/2" CLR. BTWN. RIGHT SIDE ELEVATION 12 16 MIN I mml, oil I oil I oil IN 18"H.x18"W. QUOINS' N�L— SMOOTH FINISH AT W/ 2" CLR. BTWN. FRONT DOOR / WDW. (PRO'. 3/4") FRONT ELEVATION 1/4 = I -U 6"W. RAISED STUCCO FRIEZE TRIM (PROD. 3/4") go I III III 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —TOP OF BL — ALIGN FRIEZE BD. W/ GARAGE DOOR HEADER `— 18"H. STUCCO QUOINS W/ 2" CLR.BTWN. (PROJ. 3/4" ) CEMENTITIOUS COATING ON LATH ENTRY SECTION 1/4 = I —U STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY ix4 OR ix6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED ac COIL NAILS AT 240/C. O0 1.00 L. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4' (MIN) TAPCONS AT 24' 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) DOOR FRAME FASTEN TO SILL W/ 0 x 1" SCREWS 0 Y-0' 0/C Ii7iisiar ll4y:]Idlti 000 GROUT BED CONCRETE SLAB SILL DETAIL (SGD) r, V n�n mNm t` co tin Q4 ul rn �- N O 0) W co CV ~ 0) ti g co x w 2 0 QLL N Of O C V l^; E Q P m O W N QLL�V W f-com Uh�cjC) 0 Lu LO N cn a. UJ J W H SHEET A 3.0 C l C C HATCHED ARE INDICATES 2x' BOTTOM CHOIR BLKG. AT 48" SEE NOTE #2 1 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 MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) w SEE SECTION X—X ON SHEET A6.1 SEE SECTION X—X ON SHEET A6.1 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" 8F8-1B 3166 PLF 2165 PLF B-4 64" 8F16-1B 5365 PLF 2290 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 70" 8F8-1B 1459 PLF 1272 PLF B-7 112" 8F16-1B 1818 PLF 980 PLF B-8 90" 8F16-1B 2661 PLF 1634 PLF B-9 168" 8F16-1B 1843 PLF 559 PLF B-10 126" 8F16-1B 1533 PLF 914 PLF PROVIDE 2x4 BOTTOM CHORD ROOF TRUSSES OR 2x RAFTERS BLKG. AT 48' O.C. SEE NOTE #2 (2)2X W/ PLYWD. ® 24" O.C. CONNECT W 2 /( ) SPACER BEAM 16d MIN. COMMONS TOE —NAILED AS NOTED PER PLAN TO TOP PLATE SPH4 (TOP SEE ROOF PLAN FOR REQ'D PLATE TO STUD STRAP AT EACH MEMBER. CONNECTOR) TYP. SPH4 (TOP PLATE TO BEAM CONNECTOR) ® 16" O.C. TYP. 2x CONT. STAGGERED JARCHCONNECTOR) STA24 MID —WALL BLOCKING TO STUD (WALLS OVER 10' HT FLAT PROVIDE BLOCKING ® TOP 4'-0" O.C. MAX. PLANNOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND B01-TS TO SLAB NOT REQ'D AT INTERIOR BEARING WALLS NOTED 2x STUD ® FRAME OPNG. ON PLANS AS SUPPORTING GRAVITY 16" O.C. PER PLAN LOADS ONLY (NO UPLIFT LOADS). 6" (PROVIDE (2) M AX.) CONNECTORS SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) f OVER 6' OR NUMBER TO MATCH F AS NOTED) NUMBER OF STRAPS _ ABOVE OPENING m PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 2x4 "X" BRACING TYP. \-1/2" DIA. EXP. BOLT (2 -Y4" MIN. EMBEDMENT) W/ 2" X lb" THICK WASHER ® 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL 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'—O" HJ 8F8-1B BF16-IB TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY z 81TE16-lB/1T #5 REBAR AT TOP MIN. (1) REQ'D ' CLEAR NOMINAL WIDT I � #5 REBAR AT BOTTOM _f QUANTITY OF #5 OF LINTEL CAVITY NOMINAL HEIGHT REBAR AT TOP 7-5/9'ACru S' NOMINAL WIDTH 12 PER CONNECTOR PER ELEV. �— ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY +13'-2" STD. BRG. HT. DBL. 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER - EACH TRUSS (2'-0- O.C.) 15/32" COX PLYWOOD 8d ® 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. REFER TO TRUSS ENGINEERING FOR CUPPED GARAGE TRUSS FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 v 1 n � � Cti � 0) �r 0 LO 01) C N o to W N 0 coM X w z Q U- CO N CD N LL m Q CD 000 cO CN Z 1 _ \� LL U Q Lu _ co m o x N 0 O?Lij u z l N O I` _ Ih CL W J W F- PROJECT NO. 15-015-007 DATE DRAWN DRAWN BY 2-3-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT SHEET A 4mO EXH FAN I00 / PREWIRE m FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22.00 INT A/C 65.000 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 0 8 40 RANGE 8 9 REFRIDG 20 12 12 20 WASHER 10 11 KITCHEN 20 12 0 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 10 14 15 GENERAL LITE 18 19 SPACE 14 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 14 15 WP/GARAGE GFI 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 34 35 36 37 38 39 0 40 41 42 .�0 Q� 5 sO S.D. C.M.D. I O S.D. 69 II I C—=------ ELECTRICAL LOAD CALCULATION _ GFI SINK I DISK. W I 2074 S.F. AT 3 VA 6.2 kVA II 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA PREWIRE T/ I �i i 1-� GF LAUNDRY CIRCUIT 1.5 kVA j�i RANGE 12.0 kVA / 1 WATER HEATER 3.0 kVA I II I� 4 I I OUTLET FOR DISHWASHER 1.5 kVA PRE6E MICROWAVE DISPOSAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 33.7 kVA II - FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9,48 kVA I I TOTAL OF OTHER LOAD 19.48 kVA _ 10 I<VA OF AC AT 40% 4.00 kVA I I 113 - - TOTAL 23.48 kVA PREWRRI= N I / i I I 23,480 VA DIVIDED BY 240 V 97.8 A POOL SUB PANEL 30.0 A TOTAL 127,8 A S.D. / / w, USE 150 AMP SERVICE \ • / / Disc. r 0 --- --- O GFI GFI DIS PREWIRE of / QF S.D. _ DISC. C.M.D. EXTENT OF AREA GFI 1 x ; `I \ GFI AC I FOR VINYL OR TILE El -44 COND PER CONTRACT / SURFACE MOUNT I 22 —ATTIC ACCESS 1 I GFI (2) BULB W/ STAIRS FLOUR. LIGHT lY W/ PULL CHAIN METER (TYP.) G.D.O. LIGHT ABV. LEC. 1 O — — —I — / PREWIRE PANEL S.D. / GFI COND \ N DISC. PREWIRE 1 GFI Ffll GFI GFI Hfi � COACH LTS. PREWIRE COACH PREWIRE TS. ¶' Li ELECTRICAL PLAN 1/4' = l'-O" -3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 150 M.C.B. 2" RIGID O.H. SERVICE F.P.L. NO. 4 CU. WIRE—z"x TO UFER GRND. 0 METER SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 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 PROTECTED 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 125V, 15 & 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. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE \O RECESSED LIGHT F WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE RI WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) �l J WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR OO CEILING MTD, CARBON MONOXIDE DETECTOR CHIMES CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET ❑ 110 V. JUNCTION BOX �- SWITCH @ 42' A.F.F. O RHEOSTAT SWITCH @ 42' A.F,F, TP TOUCH PAD FOR SECURITY SYSTEM Q CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 Lo Lo m o m w f o N �rnxx U 0 " z < U-00 U 0 N o LL � J Q00 co Z J1 r Q�0)U wF-:,wm 0< ti co Z Lo IL cf)) w J w PROJECT NO. 15-015-007 DATE DRAWN DRAWN BY 2-3-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT SHEET A 5mO 12 PER ELEV R-30 INSULATION 1/2" CLG. GYP. 6D.- 8%8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONT: PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 1x4 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 ® 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 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) HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN - TTOP_OF_BLOCK I REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW. HDR. H_T. PER PLANS 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 HOOK AND RUNNING INTO LINTEL I (LOCATIONS PER FDTN. PLAN) _ �0 20" I- Y TOP OF SLAB I FINAL GRADE STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. I _ • • CONC. FTG. PER FOUNDATION PLAN -�-�-� TYP. EXT. BLOCK WALL HURRICANE STRAP EA. TRUSS - REFER' TO FRMG. PLAN \ CONNECT EA. TRUSS BOTTOM CHORD WA2)� MIN COMMON TOE -NAILED TO TOP PLATE 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" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL FOOTING PER FOUNDATION F PRE-ENGINEERED TRUSSES INSULATION PER PLAN ® 24" O.C. 1/2" GYP. BD. DBL. 2x4 TOP PLATE 2x4 STUD WALL ® 16" 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" O.C. (MAX.) 2 3/4" MIN. EMBEDMENT 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 SECTION r =_- ---- ----- I II LINTEL II I 2x4 STUDS 0 SPACING II PER PLANS I I VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d I CONC. BLOCK WALL ® 12" O.C. I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS ® 24" O.C. VERT 2 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER 1 I I I I L----- EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION CONNECTOR PER ANCHOR 3/4" PLYWOOD SHEATHING - DECORATIVE CEMENTITIOUS COATING ON LATH - WNDW HDR HT - - - PER PLANS ALUMINUM TRANSOM WINDOW WITH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONy, 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH 1/2" PLYWOOD SPACER DOOR HDR HT PER PLANS TOP OF SLAB u 0 n �(2) 1Od 0 6" O.C. 3 1/4" DETAIL AT 90" CORNER TRUSS OR BLKING. PER PLAN 1/2" GYP BOARD HEADER PER PLANS 1 1/2" GYP BOARD DOOR ATTACH PER MANUFACTURERS SPECIFICATIONS TRANSOM WINDOW /DOOR SECTION (TYP) REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT -------- (8- LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. F-2x6 P.T. FROM BOT. OF IV HILJ HI IL V.V. I"IUR. IV l.Lb. LINL EQUAL EQUAL !x6 '.T. 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P.1 WASHER AT 32" O.C. MAX. GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL i 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 WITH 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 C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 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. f'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. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. 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" MIN. HOLE DEPTH 5/8„ 7/8" 7" 3 /4" 1 " 7 8» AFTER7HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED 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. 12. 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. 0 Z m [3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE iD TOP OF BLOCK WALL GROUT SOLID AT TOP OF CELL II II SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL II 25" MIN. LAP OF REBARS 3.000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II 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" CDX 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 II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. 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.C. 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 MIN. 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 SLAB I O 2 25" MIN. LAP OF REBARS I Q I w 3/4" DIA. X 6" DEEP HOLE FOR mw #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 ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE 2O I �t - - - - - - - - - - - - - - - - -� y�A O O I O ROOF EDGE OI O RIDGE 4 O 2 2 O UT ZONE 1-USE 8d NAILS ® 6" O.C. 0 O ZONE 2-USE 8d NAILS O ZONE 3-USE 80, NAILS 0 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. PLAN REVIEW MASTER PLAN REVISION 2-3-17 A r , cCYD N n (✓ � Lo m N o rn �- CO W co N ~ 0) ti w � X < Q x W OQU_N w C) f V LL CD m0°AON 1- Qu- CM4 U Lu F cfl m h U O Q ti F- U) W ul O ti 2 M D_ W J W F- PROJECT NO. 15-015-007 DATE DRAWN DRAWN BY 2-3-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT SHEET A 6mO INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" TAPCONS PRE-ENGINEERED ROOF TRUSS CONCRETE LINTEL — BLOCK FILL WITH CONCRETE SEE PLANS FOR SIZE AND LOCATION ALTERNATE TRUSS ANCHOR DETAIL N.T.S. (4) 10d NAILS12 �6 PROVIDE 2X4 BLKG © 16" O.C. BEHIND GABLE END TRUSS 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 ® 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS TOP OF BLOC _ PER PLAN �- 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON HUS24 0 EACH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BAR TOP OF LOWER BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK TOP OF HIGHER BLOCK WALL - BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE BD. W/ (2) 1 Od NAILS — 2x4 VERT. STUDS 0 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) PRE—ENG'RED SEE TRUSSES NOTE #4 NOTES: SEE ROOF STEEL, Id SHEATHING OR WOOL SIMPSON STRONG —TIE PANEL 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 ANCHOR VERT. STUD 1. HURRICANE CONNECTORS REQ D NOTE #4 AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING B1'1NN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL EXPANSK STRIP & THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER ® JAMB HORIZONTAL SPAN IS GREATER THAN 8'-0" HEAD LO (ONLY) #5 BAR DOWEL W/ STD. 90' HOOK CONIC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIDUS FINISH ON METAL LATH (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) 8"X8"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR SPEC F TI SILL LOCATION I ICA ONS 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" O.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 #10 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 If. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. W 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 SHINGLE 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.T.S. PLAN REVIEW REVISIOP MASTER PLAN REVISIC 2-3-17 co l N � Lo if ) m N O W co (V ~ 0) n W M Q Q cori LL J 0' C) Z O 00 N WIL(�oL) 00 U Q cC- U OjLU h `o (n O M 0_ W J W I — PROJECT NO. 15-015-007 DATE DRAWN DRAWN BY 2-3-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT SHEET A 6ml y CORNER'_`/� \� \ FLASHING \ TAPE CORNER FLASHING TAPE FLASHING TAPE SIDE FLASI TAPE FIN CORNER — WINDOW TOP — NAILING FIN WINDOW BOTTOM SILL FLASHING TAPE #1 SILL FLASHING TAPE #2 rWATER RESISTIVE BARRIER WATER RESITIVE 1. CUT THE WATER RESITIVE BARRIER (IC) I I �\F___/-1ST CUT - �+ I I I T--- 1 1�4TH CUT, jI I MAKE A 6" CUT I 3RD1 I FROM EACH TOP UP 1 + CUTI I CORNER AT A 450 1 1 I 1 1 ANGLE TO ALLOW THE WATER BARRIER TO I I J /-TYP I I BE LAPPED OVER THE I I \ I I FIN AT THE HEAD OF I I `2ND� I I THE WINDOW. I - CUT _� I lO L------------J 2. FOLD THE WATER RESISTIVE BARRIER (1D). 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 #1. 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 (Y2" FROM EACH SIDE OF CORNER) (1F) 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 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". 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 NAILING 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 (3D) SHEATHING FRAMING I EXTERIOR I I I I I I I I I I I I I I O I I I I I I I I I I I API m I I I I I I I I I I I I _J TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. 0 48" O.C. PRE-ENG. TRUSSES AT 24" O.C. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 2x4 45' CROSS BRACING AT 4'-0" O.C. NAIL 2 X 4 BLKG TO W/(2)16d NAILS AT EA. 2 X 6 BLKG WITH 10d TRUSS WEB MEMBER 0 8" O.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 10d ® 8" O.C. SIMPSON "MSTAM24" AT 32" O.C. W/ 5-1/4" X 2 1/4" TAPCONS IN MASONRY & 9-10d X 1 1/2" IN 2X6 STUD • 8x8 U-BLOCK llE-BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION @ VAULT NOTE, * HOLD FACE OF GABLE END * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BLK. TRUSS OUT 1/4" BEYOND BLK. FOR CEMENTITIOUS FINISH FOR SIDING FINISH SHEATHING PER PLAN 2x4 BLKG. ® 48" O.C. _(2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - GABLE END TRUSS 7/16" OSB SHEATHING OVER GABLE END TRUSS FASTEN WITH Bd ® 6" O.C. NAIL EACH TRUSS VERTICLE WEB MEMBER TO 2 X 4 BLKG WITH (2) 10d 2X6®16"O.C. KNEE WALL WITH SIMPSON SPH6 AT EACH STUD SIMPSON HETA20 EACH VERT TRUSS WEB (24" O.C. MAX) - 16d COMMON NAILS AT 6" O.C. TO 2x6 P.T. PLATE - EXPANSION JOINT AT CEMENTITIOUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8" DIA. ANCHOR BOLTS ® 32" D.C. OR W/1 /2" DIA. ANCHOR BOLTS ® 24" O.C. ROOF SHEATHING 2x4 BLKG. 0 48" O.C. — (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN NAIL (2) 16d EACH SIDE ,,�— 2x4 BLKG ® 48" O.C. PRE-ENG. TRUSSES ® 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0- O.C. (MAX.) ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP @ EACH TRUSS PER FRMG. PLAN — 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIS' ROOF Y—Y TOE NAIL (2) 16d EACH 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' D.C. — 2X4 45" CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER ?x4 45" CROSS BRACING SCHEDULE SPAN BRACING REQ'D. GREATER THAN 20 FT. SPACED 4'-0' O.C, 10 FT, TO 20 FT, (3) PAIRS AT 1/4 LESS THAN 10 FT, POINTS (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' O.C. REFER TO FRMG, PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE - Bx8 U-BLOCK TIE -BM. FILLED W/ CONC. 8 (1) #5 BAR CONT. VERT. #5 BAR AT EA, REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION X—X 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 15/32' CDX PLYWOOD SHEATHING 2x4 BLKG. @ 48' ❑,C. / I \/_(2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CDNC, BLOCK I 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' O.C. U 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' O.C. SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' ❑.C, MAX) 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITIDUS FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED "S KI WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT AT7'NN CCEMENTITIDUS EFXWIP.q. PLATE CONT, W/ 1/2'x 8' ANCHOR BOLTS @ 32' D.C. to u) 0) (V (D � coF- 0) n cz M txx` U) � Q 0 x 0 Q u- N N_ ry 0 co co U- W < 0) w �" (o 00 0 O' cv 0 0=Lu � LOv)z N 0 0- w J w F- PROJECT NO. 15-015-007 DATE DRAWN DRAWN BY 2-3-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT SHEET A 6m2 OPEN TO FAMILY RM. BEYOND BAR TOP mrM KITCHEN FAMILY RM. BEYOND BAR TOP FILLER NOTES: BREAKFAST ROOM O 0 oF-1 El ■ [;[4 B15 FILLER' RNG KIT. AT RNG. 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE AT 7'-0" A.F.F. 4. SHOWER HEADS AT 6'-8" A.F.F. OPEN ao TO I 0 HALL CO n 0 HALL ARCH r--WALL MTD. LT. W.C. FILLER BATH 2 FILLER fW3 12 �- 30" W21 OPEN TO = RAD. 30 BEYOND � 0 OPEN SINK co L` o 0 0 0 0 0 0 B18 SB 36 B18 CER. TI LE REF D KIT. AT SINK/DW/REF RAISI BAR] WALL MTD. LT. MIRROR M. C. FILLER LAV LAV J J o 0 0 0 Q w I o \Q o Y / M. BATH VANITY `_` W3C30 W3030 0 0 0 0 LAUNDRY GREAT RM. WALL ELEVATION d- m T- 12" WOOD TRIM w a w c� D 0 ch 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL KITCHEN BASE CABINET BARTOP DETAIL PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 t, m N O m T I^ W g V iC cz ("i o w ¢u- coN Z O LL m0oc)(O Z J ~ ' Qw(c)')U w�(p00 U�NU 0< � Z N O f� r (� a w J w H (% 11P1r1 1r/1T SHEET A 7mO ALL DUCTWORK PENETRATING GE CEILING SHALL BE R-6 GLASS DUCT WORK. AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 TON C.U. CH14NB0360OG A.H.U. FB4CNF042 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 AC-2 EQUIPMENT SCHEDULE: MFG. MITSUBISHI C.U. MUZGE18NAl A.H.U. MSZGE18NA COOLING CAP. 17,200 HEAT CAP. 21,600 ELECT. 208-230-1 BRKR. CU - 15 REF. LINES 3/4 & 3/8 S.E.E.R. 19.20 HSPF 10 R VENT I WALL 1.5 TON AHU - 15 RETURN GRILLE SUPPLY DUCT DRYWALL. STAND CU-1 AIR HANDLER DETAIL CU-2 HVAC PLAN 1/4" = 1,-0„ LOW WL supitY fL euaaa �. � X m`�ji. acJ R F � Ya • lX.• K y �. NoRnowi 6U'4 Ftt 7^ h upw'spAv" uwo uxe AIR COOLED GONOENSING UNIT SLAB A40f N LU.z,S: PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 co Wrn Lo ^ti n cy) "nn ti4 Lo Lo rn r cV O co r 0 55 M Q �W 0�C �V x z p N LL CC 0 Oco co f" r Q� mm W 0cccN 0<n to0 n = CM d W _I LU H 2336 SOFT SHEET As.o i PROJECT NO. 15-015-007 DATE DRAWN DRAWN BY 2-3-17 MCA CAYMAN 1763 B2 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 148 SOFT ENTRY 38 SQFT TOTAL • °%,;s , 1 I 8 11 `tA 11 III 51 n" * ROOF TRUSS WEBBING IS IDESIGNEU w/ 7X4 5Yr4fs UNLESS NOTED OTHERWISE, SEE ENG'g FOR SFEC's HATCH LEGEND C� C 8- 8" C1g. Hgt. / 8' - 0" A.F.F. 12' -11" A.F.F. T. Boo"/ .r * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER ° o (UNLESS NOTED OTHERWISE) " NOTE: ALL CEILING DROPS BELOW BEAM ARE ; BY BUILDER (UNLESS NOTED OTHERWISE) L * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. g THE BUILDING DESIGNER IS REPSONSIBLE FOR THE o E STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING e DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD 09 0 ,d Ex d b REPRESENTS THE LEFT SIDE OF '�•, I EACH TRUSS DRAWING a =d - d = I9 ` B J,� --- a --- O --- do C d E d� F N = 00 X M C 00 t p ec HB HANGER BY BUILDER = 3 LOADING FLOOR WIND LOADa IXLIVE LOAD �ROOF 20 - ASCE 7-10�� M 20DEAD LOAD 7 3.60 MPH EXP B r m m _ C1 F- o LIVE LOAD 10* CATEGORY II 00 m 0 DEAD LOAD 10 ENCLOSED m TOTAL LOAD 7 FBC - 2014 0 0 z DURATION FACTOR .25 TPI - 2007 0 a a REV DATE BY REMARKS =c. � 3 H � `m a y = a C d C � p � L S r S T= It is understood that above conditions have been reviewed APPROVED & are acceptable for the APPROVED AS NOTED T` fabrication at trusses, o eIevations,pitches, overhangs, ❑ REVISE AND RESUBMIT fascias,ceiling elevations/pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted DATE without previous written E approval from an A-1 Roof Trusses representative. REVIEWED BY a PLAN DATE ARCH: 02/03/17 STRUCT: --/- /_ g -I ZIA CUSTOMER RENAR HOMES a ' `y o; JOB NAME CAYMAN MODEL 1763, ELEVATION B2 W COVERED LANAI 6 b ROOF �2768.63 hz FASCIA 230 N ,•.�° HIP LINET73.51 a VALLEY LINE 0 e SERIAL 4 SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED 38 ®CA221000000004C 1297D5" SLUR TO VERIFY CALCULATIONS LOCATION 9316WINDRZFTOIRCLE, FTPIERCE, FL COMMNTY LOT # MORNING5LDE / L BLDG T SINGLE FAMILY BLDG TYPE l # - I JOB # 67901 MASTER I DATE ■= A=1 ROOF TRUSSES A FLORIDA C�1.RI'ORATION` Ph 772-409-1010 / Fax 772-409'1015 http://www. a I truss. coin DRAWN 02/08/17 RH S o- to SCALE 0 N.T.S.