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HomeMy WebLinkAboutPLANSPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: T. LUCIE COUNTY, FLORIDA 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 068 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED HEAD: 1 /4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1 /4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1 /4" DIA. X 2-1/4" FL15225"5 W/ SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. +40.0 - 40.0 PSF 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, 17" 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) O 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 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) O 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. 0 GLASS BLOCK 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 3/16" 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) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR IKO INDUSTRIES, LTD. «>> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL1956.3 EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. AMERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS «>> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF (MIN) 24 GAUGE GALV. EASTERN METAL SUPPLY METHOD OF ATTACHMENT: WALL MOUNT HURRICANE SHUTTERS BERTHA STEEL <e>> ALL ANCHORS ARE CALK -IN POINTS SOLID -SET OR ELCO male/femaile PANELMATE FL 11968.3 VARIES PER STORM PANEL ANCHOR SCHEDULE TABLE R301.2(i ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN h SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS° AIR FREEZING MEAN ANNUAL Speedo TuPographic WeameMg° Frost fine" Termite` LOAD (mph)Iffct �,) CATEGORY depth TEMP` REQUIRED" INDEX' TEMPI NIA See Fig. R3012(4) N/A Negligible WA Very NIA Heavy For St 1 pound per square fact = 0.0479 kPa, i mare per hour= 0.447 m/s. a. Weathering is "neglibW for concrete as determined from the Weathering Probabtfly Map (Figure R301.2(3)1 The grade of maswmy, units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 cr C 652. b. Reserved. c. Termite infestation per Figure R3012(6) is 'my heavy.- d. N6nd speed shall be from the basic wind speed map [Figure R3012(4)1. Wem exposure category shall be determined on a sftespecLcoass in accordance with Section R3012.1.4. e. The outdone design dry-bulb temperature shall be selected from the columns of 97 12-percent values forwnler from Appendix D of the Fla da Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to re6ect local climates "local weatherexpedence as determined by the building official. L Reserved. g. The applicable governing body shalt by local floodph im floodplain management ordinance, specify (a) the date of the ptrisdkton's entry Into the NaSorral Flood Insurance Program (date of adoption of the fast code or ordinance for management of flood hazard areas), lb) the dales) of the Flood Insurance Such, and (a) the panel numbers and dates of all currently effective FIRM and FBFM, or other good hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. i. Reserved. I. 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 R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REWIRED: ATTIC AREA = 2,353.3 SO. FT. VENTILATION AREA REWIRED = 1.918.0 SO. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', B" WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 29&0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT, X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SO. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SO. FT. > VENTILATION REQUIRED - 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Signature: 4y-L L�a%I.(-�� C fflication Number: Ay-ocm 3 (A Date: col�( it � DRAWING INDEX CVR 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-0.0 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 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.0 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499"9 23.5 PSF / -25.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27,7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.0 PSF 50 TO 99.9 24.7 PSF / -31.0 PSF 100 TO 499.9 23.5 PSF / -28.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF PROJECT & CODE DATA "PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 Fi:T_LT.IA OPEN 160 MPH X 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 PARTIALLY ENCLOSED 170 MPH MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROMNCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 to rn r N O O> W (o N UN-rn� w 2 J -n 0) J 55 CV)Q i Q Li N �z �JWlc:�(O J MQaoN mQa- rnU Q W F (D (9 Z0<r , t` U) Z LO N O cM a- W J W H PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET CVR: 19 FQR REV►E VED Ip,NCE CIE ST. L STu CouNTY 80cc FILE Copy PLANS DESIGNED TO MEET THE REQUIREMENTS EO THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL EDITION) I FL. LIC. AR0017305 i qq,—n" 1 F'—n" ]Jf( o GRADE S A OC 8" 1'-4" A DETAIL 1 6'-8" 3'-10" 6'-8" 3'-10" 1'-0" 36"X36'X16" DEEP CONC. FTG. W/ (3) #5 EACH WAY C D ,E — — — — — — — — — — ------- — -----1 0 0 00 G L — J I w I HB I 1 I I ■ a 0 I G 0 ao I V) 1 m A ao 00 1 I 8'-8" S-8"rl 1 I I F ■ I ■ L - 1 ——— — ------- — 00 I � I Irl I , I. I " II 3'-1 1 /2 I I o 7 5/8" LAV I I I "' ■ II � � I ■ II "'co I d LAV2co I I 3 1/2" 10'-10 5/8" I 1 ■ i II co °° M I O ■- WC - SHWR. 11 » O- Q SINK W/ I DISP. 0 I ■ 0 1 11'-7 5/8" I SLAB REFERENCE I I I I I I3 &RECESS 1/2- FOR FINISH FLOOR ■I co ll� in I 4" 2500 PSI CONIC. SLAB W/ FIBER I ■ I MESH, ON 6 MIL. POLY VAPOR BARRIER I OVER TERMITE TREATED CLEAN FILL ■ COMPACTED TO A MINIMUM DENSITY OF I 95% AS DETERMINED BY ASTM D-1557 of H1 \ W. 1 00 INDICATES C.M.U. CELL FILLED 1 00 W/ CONCRETE AND (1) #5 VERT. -1 I A REBAR CONT. FROM FOOTING TO ' TIE BEAM (TYPICAL) - AC - - ■ 1 ■ TUB/SHWR H1 1 o WC B1 R-I ih LAV 1 I 1 E r-- ---- I ■ COND o I 2'-10" 2'-6" w 1'-1 0 5,�8" I I ' uj o 00 I D A 1 -co ■I Lo I■ ■ 1 I I 1■ I 5-9" 5-2" o o o a0 I Ln I 12 m 0 00 I SLOPE F DOWN 1" I I HB i_ I M i� AT GAR. DOOR 30 00 � I Ito L s —^U-1 ■B 00G A 1'-4" 1-4.. 20" 16'-0" 20" 12'-4" 6'-4" 19'-4" 38'-0" 6x6 - 1000 WWF w OR FIBER MESH Q Cj 1 2-#5 8" BARS -4" /-B-\ DETAIL 1 CONC. L' SLAB ; 4 o GRADE 1 12"(MIN) BELOW 8" 1'-4" D DETAIL 1 CONC. 1-#5 SLAB BA1R 00 4 8" G DETAIL 1 N 6x6 - 10x10 WWF OR FIBER MESH CONC. 05 SLAB VARIES BA�SS� Imo' I 2'-0�0' C DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC. 1,-Q" SLOPE SLAB 2_# _ GRADE BARS F DETAIL 1 5 1 2" FRAME 7 5/8" BLOCK CONCw af SLAB Q SLAB I 2-#5 8 1'-4" BARS / J \ DETAIL - S.G.D. 1 CONC. 8 8 SLAB VARIES ---- ---- N SHOWER RECESS M mDETAIL NOTE: FILL COMPACTED TO 95% OF DENSITY IN 12" LIFTS CONC. A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 68'-6" AE = 47'-5" BD = 61'-1" BF = 58'-8" DIMENSIONS AHE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1/4" = 1'-O" 1-#5 CONC. BAR SLAB -_-� ) H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR o 1,• 4" 4" 4" K DETAIL 1 0 SHOWER CONC. RECESS SLAB AT WALL M � GRADE o 2-#---- BARS I. L M DETAILI 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN 3"MIN.- DETAIL C FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 1 CONC. SLAB CONC. SLAB loo 4 rj 8"k Gt DETAIL 1 r� 3" V.T.R. 1 ��J I Imo\ I 2" I \ LAV LAV I 2" �. TUB 3" 1 2" W.C. 3" 2" t TUB/ SHWR. j' 2" V.T.R. 2" SINK 3" V. T. R'l .r I ' I ' I 2"i LA� I ' 3" I j W.C. ' TO SEWER OR SEPTIC TANK SCHEMATIC PLUMBING RISER ri 2" V.T.R. I I I I I N3" V 2" WASHER 3" CLEAN OUT 3" 3" MAIN 1 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 Ln to C3 N o 0) W (oN U H rn Itz' W J c X 0 U�co Q V-N LL 0 J O CD Jm0ODN �wF:(p U Z OU wU)I=-W O M � W J W H PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET A loO 1 a I 22'-0" 16,-0" 10'-6" 1'-4 OHDR. O HT. HDR. HT. TOP +Ofi —8" A.F.F. EGRESS �— . — P.0HDR. ABV. ■ ao I — —R/S — CLG. BOT. + 6'-8" A.F.F. rl 15'-8 _8'-0" 0 r 8'-8" CLG. _ — — i 0 3/4" 15'-0" COVERED PATIO I - HB 8' CLG. ( I2'-0" ■ 8' CLG. I I - -R/S- I m I � TYP. 8'-0" 4'-0" m ■ R/S - _ MASTER BEDROOM 2 M ©I COFFER I ■ ■ ■ ■ N 8' CLG. vcq i L----- — — — 0 4--I d R S ■ U) 10 M.C. N ® I \ �_ O7 I N ■ S-5" I DINING ROOM VAULTED CLG. ■ O8' CLG. HDR.8" i- H 15't4 3/4" 10'-0 1/2" 00 HDR. T. \ I ■ 6" GREAT OOM I CATHEDRAL CLG. I 1 eo - a RAISED 11 I O i BARTOP II `� 11 SINK W/ ■ I r' DISP. 0 I i ■ o O 0 W M I II 0 01 i i KITCHEN I 0 ui I II VAULTED CLG. HDR. HT. N I II 04 \ ■ M BEDROOM #3 15'-8 1 /4" 1 10'-0 1/2' I VAULTED CLG. 5 0 ■ I I 74" 10 5'-11" 7'-4 1 /2" 8 CLG. 0 I I I 5 SH. W SHELF 00 ® I ABV. 7'-9" 8' CLG. _ 0 I ______ ® 04 AC D. - ■ N R/S M.T. DRYER 0 o 3 OO V.T.W_ 0 ■ +6'-8" 7' g" ® 3'-7 1 /2 d 7'-1 3/4" 18'-3 1/2" N 1 HDR. 1" IN z U VAULTED CLG. a O (D M tea/ M M.T. I ___ i 22"x54" ■ AC N [ 9 x j ATTIC ACCESS �— COND • — — GARAGE 8' CLG. o_ I To N \ ■ ■ 6'-0" 1'— 3'— 1, 3/4' ■ M 0 I ■ ( 1 BM BEDROOM #2 OT.AT 8 -0" HB 8' CLG. FLAT ARCH SEE DETAIL 0 +6'-8" Oq = _ _ — = THIS SHT. 11 1n HDR. HT. EGRESS ■ ■I ARCH ■ ■ ■ ■ ■ FLAT ARCH ■ °O ABV. SOFFIT ABV. 20" 16'-0" 20" 12'-4" 6'-4" 19'-4" 38'-0" BEAM TO LINTEL CONNECTOR PER FRMG. PLAN BDRM. 3 CONC. BLOCK WALL (2)2x10 BEAM 00I TOP OF ARCH ro I 9" N 6 1 /2"W. SOFFIT AND SIDE WALL BOX OUT I 1/2" 4 1 /2" Fli ENTRY ARCH SOFFIT DETAIL SOFFIT AND BOX OUT TO USE 2x6 BLOCKING WITH PLYWOOD EACH SIDE FLOOR PLAN 1 /4" = 1'-0" DOOR SCHEDULE 0 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 T 2868 SOLID CORE 1 GARAGE DOOR W/ SELF CLOSING G DEVICE 4 2868 5 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2068 1 INT. DOOR 7 1668 1 INT. DOOR 8 4068 BIPASS 2 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 2868 POCKET 2 INT. DOOR 11 16070 OVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE PER R.O. SUPERLDG. Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 4 C 4'W. X 3'-4"H. GLASS BLOCK 1 D 1/2 33 SH 1 OBSC. TEMPERED 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. BEAM TO LINTEL CONNECTOR PER FRMG. PLAN TOP OF BLOCK/ BOT. OF BEAM +8'-0" A.F.F. GARAGE CONC. BLOCK WALL 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 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 _j C/)CYD w W N Lo Lo rn �- N C)0) W to (V UF-05 ctW J V � � M U Q LL 00 N �z ❑JIt C) LL —I ao 0 co c%l W �(q0 zOQ�U t` �V)ccoz M � w J W H PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET A 2mO ATTACH 1-1/2' X 4-1/2' P.T. BUCK TO BLOCK NTH: CONE OR MASONRY HEAD: 1/4' X 3-3/47 TAPCONS SPACED 4' FROM CORNERS, Y & 6' FROM MULLION. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, 18.94' IF O.C, MAX. DRYWALL BOARD CEMENITIMS FINISH DOOR TRIM TER CAULKING ATTACH DOOR FRAME TO 2X P.T. BUCK MTH: DOOR TRIM HEAD: 110 X 2-1/2' PFH WOOD SCREWS SPACED 4' FROM CORNERS, 3' & 6' FROM MUWON. JAMBS: FO X 2-1/E' PFH WOOD SCREWS SPACED 4' FROM CORNERS, 1&W O.C. MAX_ HEAD/JAMB DETAIL (2X BUCK) EXT DOOR CONC OR MASONRY ATTACH DOOR FRAME TO BLOCK WITH: HEAD: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, 3' & 6' FROM MULLION. JAMBS 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, 18.94' O.C. MAX. - x 4-1/2' P.T. BUCK SET IN NNT AND SECURED W/ HARD NAILS O 12' O.0 (MAX) DOOR THKSHOL.D SET IN BEAD OF CAULK AND FASTENED TO SILL PATH 1/4' D1A X 2-1/4' TAPCO14S SPACED 3' FROM CORNERS Y & C FROM M1A.UON PERIMETER CAULKING I I FLOOR COWRING '�fl CEMEN7771OUS FINISII .o 0 PERWEIER CAULKING DOOR MW - PERIMETER CAULKNG CONLREfE am HEAD/JAMB DETAIL UX BUCK) SILL DETAIL EXT DOOR EXT DOOR 12 16 CEMENTITIOUS COATING ON LATH 00 O (D CEMENTIT10US COATING ON BLOCK 3= 3::i p O _ O WINDOW PRESSURE CHART 160 MPH TAG PRESSURES ZONE SgFt OA +27.7 / -30.0 4 0-19.9 OB +26.4 / -28.0 4 20-49.9 O +24.7 / -27.0 4 50-99.9 OD +23.5 / -25.0 4 100-499.9 (�E +27.7 / -37.0 5 0-19.9 OF +26.4 / -34.0 5 20-49.9 © +24.7 / -31.0 5 50-99.9 O +23.5 / -28.0 5 100-499.9 O +23.5 / -25.7 INT. 112 RIDGE HEIGHT 6"W. RAISED TRIM (PROJ. 3/4") TOP OF BLOCK_ +8'-0" A.F.F. WALL PROJECTION AT HALL BATH BEYOND to I TOP OF SLAB A.F.F. (REF. ELEV.) REAR ELEVATION STUCCO FINISH -PERWIER CAULKING CONC OR MASONRY Ix P.T. SET IN TT AND NAILED WA-1/2' CASE HARDENED of COY. NAILS AT 24' 0/C DRYWALL BOARD FASTER � BACK W/ W/ 3-1/4' x 1/4' (UN) TAPCONS AT 24' O/C MAX N PFdEDRIL1ED HOLES BY MAN[FACRY3R JAMB/HEAD DETAIL (SGD) 00 I iD 6"x6" RAISED BLOCKS (PROJ. 3/4") 2" CLR. BTWN. 00 MEMO 6"W. RAISED BAND (PROJ. 3/4") ALIGN TOP W/ WINDOW( SILL DOOR FRAME FASTEN TO SILL W/ 16 x i' SREIIS O 2'-0- o/C �GWUTBED TE Stm SILL DETAIL (SGD) 0 I i7 ARCH SOFFIT PER DETAIL ON SHT. 2.0 RETURN BAND 24" ALONG SIDE WALL(S) 12 16 E.J. 12 61 CEMENTITIOUS COATING ON BLOCK TOP OF BLK. +8'-0" A.F.F. TOP OF SLAB OL +0'-0- A.F.F. (REF. ELEV.) 1- O co _ I Ou, 3 p LEFT SIDE ELEVATION 1x3 OR ix4 P.T. BUCK SET N 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/ 3/16'x3 1/4' TAPCON SCREW O 24' 0/C MAX N PREMIL D HOLES BY MANUFACRIRER PERIMETER CAULKING CEMENnnOUS FINISH HEAD DETAIL WIND❑W 1/4" = 1'-O" ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16 x3 1/4' TAPCON SCREWS O 24. 0/C MAX IN PREDRILLED HOLES BY MANUFACIURER PERIMETER CAULKING �nnLXFs FTNSH CONC. OR MASONRY Ix3 OR ix4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12' 0/C. MAX l `DRYWALL BOARD CALILANG JAMB DETAIL WIND❑W CEMENTITIOUS COATING C0 3= �I ON BLOCK co 3 o O RIGHT SIDE ELEVATION 1/4" = 1'-O" CEMENTITIOUS COATING ON LATH 6"x6" RAISED BLOCKS (PROJ. 3/4") 2" CLR. BTWN. 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED ❑❑ o T1 (_III-I'I�III-I �I�I i�o�l ICI ICI �I�II i�l ICI ICI ICI ICI ICI ICI TOP OF BLK +8'-0" A.F.F. - CEMENTITIOUS COATING ON CONC. BLOCK BEVELED CORNER QUOINS W/SMOOTH FINISH OVER STYROFOAM (2" PROJ.) W/2" W. 450 BEVELED EDGE NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). ALUMINUM FRAME SECURE FRAME TO SILL 1WH SILICONE PRECAST ON POURED SILL PERIMETER CAULKING SILL DETAIL WIND❑W 12 16 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) - - _TOP OF BLK - _ TOP OF SLAT 0'-A. +0" F.F. (REF. ELEV.) TOP OF BLK. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) MICHAEL C. ANDERSON r^ co _ w o co N Q4 o �t 0 0.1 O N u� rn �- N C:)0) W CV c) �ow m J CID o s LL co Cn�QQN �z C)JW(7 Co -1mphCN m QLL rn U W H CR 0 ZOQ�U LL U) W Z � 2 M CL w J W F- PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET A 3.0 FRONT ELEVATION 1/4" = 1'-O" FL. LIC. AR0017305 (2) �o B-5 B-5 B-10 R I I I I B-s Be' FLU CLG. � I ————— C LFEHETA20 I I (2) 1 i (2) HETA20 B-7 OH ----- 8' FLAT CLG. L—--------J I II B-5 B-8 I I 8' FLAT CLG. OH VAULTED CLG. B-5 I 1 II VAULTED CLG. CATHEDRAL CLG. 8' FLAT CLG. I B-3 I I 8' FLAT CLG. VAULTED CLG. 8' FLAT CLG- (2)2x6 HDR. — — — — — 2x4 "X" BRACING TYP• 1'-4' OH I I I I I I I i>< 22"x54" ATTIC ACCESS OH I I II II II II II 8' FLAT CLG. Zil II II Lo _ - 00 O B-2 '0 (2)2x10 BM. POT AT �R'—!1" II II II II II I aoo B-1 1/2"0 A.B. AT 32" O.C. IN LINTEL SEE SECTION X-X ON SHEET A6.1 IETA20 HATCHED AREA INDICATES 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 2x4 "X" BRACING TYP. 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 > 14-1Od x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF REBAR AT BOTTOM OF LINTEL CAVITY F16-1B/1T LQUANTITY OF REBAR AT TOP TYPE DESIGNATI❑N B NOMINAL WIDTH J FRAMING PLAN 1 /4" = 1'-O" 8F16-lB/lT V-518-ACTUAI{ 8' NOMINAL WIDTH S5 REBAR AT TOP MIN. Cll REQ'D /2' CLEAR GROUT N5 REBAR AT BOTTOM OF LINTEL CAVITY PRECAST HEADER SCHEDULE F1-3-X-1 LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-18 950 PLF 361 PLF B-2 70" 8F8-1B 1459 PLF 1272 PLF B-3 42" 8F8-1B 3166 PLF 2165 PLF B-4 90" 8F8-1B 1029 PLF 959 PLF B-5 54" BF16-18 6039 PLF 2507 PLF B-6 70" 8F16-1B 1459 PLF 1272 PLF B-7 112" 81`16-113 1818 PLF 980 PLF B-8 64" 8F16-1B 5365 PLF 2290 PLF B-9 112" BF16-1B/1T 1843 PLF 1133 PLF B-10 208" 8F16-1B/2T 950 PLF 500 PLF FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 LL/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 0 (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 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418- 2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 F REVISIONS MASTER PLAN REVISION 4-30-19 Qj q�\W� rr ,, �C O r"v ul LO rn N o CD W (D N Uiz05 J M Q o U) -Q LL 00 N LL J m Q CO N LL Ofwm(9 ZUOQtiU r in w to co O r 2 M d W J W F- PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET A 4mO01 EXH FAN I PREWIRE I \ I I \ I I \ I S.D. L - - - - i � I EXH14 FAN PREWIRE ,I i I i PREWIRE S.D S. D O C.Mj0 D. OS.D. I I i I PREWIRE N 6' AFF %I I I / I II / I I f I / I / / I I I COACH LTS. PREWIRE WP GFI ELECTRICAL LOAD CALCULATION 2074 S.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISPOSAL DRYER SUBTOTAL FIRST 10 kVA AT 100% REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AC AT 40% TOTAL 23,480 VA DIVIDED BY 240 V POOL SUB PANEL TOTAL n I I G 'L- ,pp I / SINK WY II DISP. I it II II II I t 1_♦ u IUD Is 0112. lzll _rrGFI n / DIS / i 22"x54" x ATTIC ACCESS - - -� W/ PULL CHAIN UGHT ABV. GFI GARAGE DOOR ELEC. OPENER PREWIRE PANE I I USE 150 AMP SERVICE CAT5 I N TERN ET JACK OUTLET FOR MICROWAVE 6.2 kVA 3.0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 kVA 5.0 kVA 33.7 kVA 10.00 kVA 9.48 kVA 19.48 kVA 4.00 kVA 23.48 kVA 97.8 A 30.0 A 127.8 A EXTENT OF AREA AC FOR VINYL OR TILE COND PER CONTRACT COACH LTS. PREWIRE 2" RIGID O.H. SERVICE F.P. 3-#2/0 XHHW-,,,,, 2/0 SER CABLE 150 32 CKT PANEL 150 AMP C/B 3#1 CU tHNN 2" CONDUIT NO. 4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. IF NOT CU USE' SUPPLEMENT GROUND SCHEMATIC ELECTRICAL RISER NO. 4 CU. WIRE TO 5/8" x 8'-0" GROUND ROD FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 2000 A/C 22,000 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 8 40 RANGE 8 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 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 40 41 42 ELECTRICAL PLAN 1/4" = 1'-O" 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 2017 F.B.C. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE 1Oj RECESSED LIGHT I > WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE Inn Fll WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) Il J WALL MTD. SMOKE DETECTOR O CEILING MTD, SMOKE DETECTOR O CEILING MTD. CARBON MONOXIDE DETECTOR CHIMES -0 CHIMES PUSH BUTTON TELEPHONE JACK LJ 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 Q 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. 0- RHEOSTAT SWITCH @ 42' A.F.F. TP � TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION LO ELECTRICAL DISCONNECT MICHAE-L C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418- 2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIOP MICHAEL C. ANDERSON FL. LIC. AR0017305 O W d5 I& Lo Lo rn �- N o m W co N UI-rn� w J ❑ � ct �/ w = N M Q U_ 00 �a LL ❑-iafo(o _jm0coc\l J �w�mCD U Q Z OU ti ul U) Z 04 O af) a W J W PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET A 5wO 12 PER ELEV R-30 INSULATION 1/2" CLG. GYP. BD. 811x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR COW PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS NOTE: SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: MAX. EDGE SPACING: 7" 1x4 P.T. PLOYCEL SEALANT P.T. WOOD BUCK MAX. FIELD SPACING. 12 ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) 4" 2500 PSI CONC. SLAB W/ FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 - 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 - CONCREIE U- BLOCK TIE -BEAM TOP COURT HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS \ ALUM. NAILS 0.12 DIA. \1 SHANK 3/8" DIA HEA SEE PL N 1-1/2" LONG 0 6" /L ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG (2) PER SOFFIT SEGMENT AL SOFFIT DETAIL ALUMINUM SOFFIT #V=1E44 D NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP 0 EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. PER ROOF PLAN,- _- TOP _OF_BLOCK REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW. HDR HT. 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 (LOCATIONS PER FDTN. PLAN) -0 -0" Y _ TOP OF SLAB FINAL GRADE -STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS 0 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS 0 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS N.T.S. I �I LINTEL II I 2x4 STUDS 0 SPACING II PER PLANS I I VERTICAL FILLED CELL W/ 1-#5 BAR - I I GONG. BLOCK WALL I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS 0 24" O.C. VERT 2 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8" I THICK HURRICANE WASHER I II II II - L. ----- EXTERIOR FRAME WALL TOP OF SLAB TO CONC. BLOCK WALL CONNECTION 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 Al IL V.U. MUM. IV ULU. LIIVL EQUAL EQUAL , :x6 '.T. 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P., WASHER AT 32" O.C. MAX. N GARAGE DOOR M OPENING N ELEVATION R L[lln�Z01[0I:A11ara1I (2) 16d ® 12" 0. C. -� \-(2) 10d 0 6" O.C. 3 1 /4" DETAIL AT 90" CORNER GROUT SOLID AT TOP OF CELL - SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FBCR 2017 (6TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 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„ 6„ 3/4" 1 ! 7 7/8 1 1/8" 8" 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. 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. d z m DIA. X 6" DEEP HOLE FOR �w r314" NS BAR SET IN EPDXY ADHESIVE zo TOP OF BLOCK WALL 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 TOP OF SLAB (o' L 3/4" DIA. X 6" DEEP HOLE FOR S w #5 BAR SET IN EPDXY ADHESIVE zo 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 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 S. 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 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 -----------------� yiq Oj i O3 ROOF ( EDGE 2 I 1 10 RIDGE -- 4-----0 O O i l2 2 O 1 e 0 1 1 I 1nT o --- - O� O � O:4 0 ZONE 1-USE 8d NAILS 0 6" O.C. OZONE 2-USE 8d NAILS O ZONE 3-USE BID NAILS 2 0 6" O.C. 0 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIO1 MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION _�j4-30-19 Lo rn N Cl m W co N U H rn _5cn N �� OJIfo� _jm0oN n,LL �11/ �w�coo(D Z0< r U W Lo (n Z N 0 h = r> a W J W H PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET A 6mO INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE 8" X 8" X 16"— CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL: 36" ABOVE ADJACENT FLOOR 5x5x4" WELDED FLANGE N 1' 1" 1" 3" 0 x 1/4" 4 BOLLARD STEEL PIPE J" TAPCON TYP.4 5x5xj" WELDED FLANGE DETAIL LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 Z Z O F Q Z Ii 0� TOP OF LOWER Q = w IL BLOCK WALL #5 BAR DOWEL W/ STD. 90- HOOK TOP OF HIGHER BLOCK WALL 11 #5 BAR DOWEL 11 W/ STD. 90' HOOK I II CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR I I I I BLOCK WALL_ HEIGHT TRANSITION DETAIL ►ter:3ur�r�;r.�:a 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF 2x4 VERT. STUDS SHEATHING 0 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) \ SIMPSON STRONG -TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES ,-'--NOTE #4 NOTES: SEE 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 BTWN. TRUSSES � \ AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" D.S.B. SHEATHING OVER WDDD TRUSSES STUCCO 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 EXPANSI( STRIP & ® JAMB HEAD LO (ONLY) SPECIFICATIONS STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) PANEL ANCHORS 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 SILL LOCATION 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. 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. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 Lo Lo m N o co LLI co N s _j M 00 o Of -N < �z 0Jit0 CO _jM000N Lu ZOQ�U ti LLJ CD Z N O I,- _ co 4- LU J LLI F- PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET A 6ml CORNER FLASHING TAPE CORNER - FLASHING TAPE FLASHING TAPE SIDE IF -ISO FIN CORNER WINDOW TOP WINDOW BOTTOM SILL FLA SIL 1. CUT THE WATER RESITIVE BARRIER (1C) rW_ATER RESISTIVE BARRIER. I ! �_l1ST CUT�� - T--- I I�4TH CUT, I I �31RDI I MAKE A 6" CUT UP . I FROM EACH TOP . + CUT. I CORNER AT A 454 I 1 ANGLE TO ALLOW THE 1 \�45� WATER BARRIER TO I P 1 BE LAPPED OVER THE I I I I FIN AT THE HEAD OF I I/'`2ND_) I I THE WINDOW. I -CUT_ y I L I 2. FOLD THE WATER RESISTIVE BARRIER (11D). 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 (Yp" FROM EACH SIDE OF CORNER) (W) 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 RESTIVE 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. _ EX1ER13'R I 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) EXTERIOR j 1 1 I I I 1 I I I I I O I I I I 1 I I 1 I I IL 1 m ROOF SHEATHING 2x4 BLKG. 0 48" O.C_ ALUMINUM DRIP EDGE AND FASCIA (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MATL.) ROOF SHEATHING HURRICANE STRAP ® EACH TRUSS PER FRMG. PLAN — TRUSS SETBACK PER FRMG. PLAN TOE NAIL (2) 16d EACH SIDE 2x4 BLKG. ® 48" O.C. PRE-ENG. TRUSSES 0 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0" O.C. (MAX.) 12 PER ELEV. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 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 @ HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 4B' O.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 REQ'D. GREATER THAN 20 FT. SPACED 4'-0' D.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 8x8 U-BLOCK TIE -BM. FILLED W/ CONC, & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION X-X 7/16 DSB DECKING 2x4 BLKG. @ 48' D.C. DRIP EDGE AND FASCIA / I \,L (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2X4 STRUNGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC, BLOCK 7/16' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d I NAILS AT 6' ❑.C. 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' O,C, I SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' ❑.C, MAX) 16d COMMON I NAILS AT 6' D.C. TO 2x6 P,T. PLATE STUCC❑ FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED N WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT AT STUCCO FINISH 2x6 P.T. PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' D.C. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 Lo rn c) N o rn W (p N J 1,­M ~ w ('7 o s LLLL GO 0 Q N �� LL 0 0-1iO(O J m 0 N � \ (\'�) J c) mw�(D0 ZOQU vi V) Z iOC14 O co 1L W J W H PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET A 6m2 FL. LIC. AR0017305 RNG REF KIT. AT RNG. NOTES: 1 2. 3. Q BATHROOM TOWEL BARS AT 54" A.F.F. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. TOP OF BATHROOM SHOWER TILE - TO CEILING HT. O ~ _ I z� n I'o < O SHOWER HEADS AT 6 -8 A.F.F. 30" RAD. ry 0 OPEN Do 0 TO - HALL C° d O HALL ARCH WALL MTD. LT. W.0 FILLER BATH 2 OPEN TO BEYOND SINK .ram .■ -0 11 momm m MET KIT. AT SINK /DW CER. TI LE WALL MTD. LT. ZZ MIRROR M.C. M.C. FILLER FILLER LAV LAV E O O O VB42 1l :' m ■ VB 42 VANITY 14" 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 w AT 16" O.C. r) O -1 /2" DRYWALL J � � L Of KITCHEN BASE CABINET 7 i BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON � jt-tl%g PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 Co C)j N Io 0 cy) C~ O Lo Lo N O d) W tmo UI-, J d ctw mw U)of Q W N c� WQ LL J 2 O � ,V0 J m Q � N A , J m Q� rn U W Q U Z 94 O �CoZ Q N I- _ M a W J W f- PROJECT NO. 17-015-115 DATE DRAWN 5-1-19 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,270.6 CUBIC FEET SHEET A 7mO PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 8X8 I _ I i I - I looao I I xe I _ I I 14X1 8" ----- R/A ® R/A � I I 0 sirs 0EXH g• FAN 7 ® i i I ou I 12" i I ioxio I� an ar e. I 10X10 I � R/A --r-� 9'I 4' I FAIN I e' I � ® R/A 8X8 I R/A z� got I z� 1RoA r 10DCIo /r54 W/ Iwo 5'3 O REF. LINES x -'I 2rx54' i — ATTIC ACCESS NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. COND AC -1 EQUIPMENT SCHEDULE CARRIER 3 TON C.U. - CH14NBO36 A.H.U. - FB4CNP042L HEAT - 05 KW COOL CAP. - 34,200 HEAT CAP. - 33,800 ELECT - 208-230-1 BRKR CU- 30 AHU-30 REF. LINES - 3/4 & 3/8 S.E.E.R. - 14.50 HSPF - 8.20 IffI .t1MALil €Srom AIF HARDLER DETAIL. HVAC PLAN il r lPRODUCT APPI 4A� nbl KTA E R* AIR CONDITIONING 06 MECHAN I CAL, Inc. CAC1817665 1643 DONNA ROAD WPB, FL. 33409 5 6 1- 6 8 9- 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 7 7 2- 8 7 8- 7 5 7 7 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (BTH EDITIOI MICHAEL C. ANDERSON FL LIC. AR0017305 Lo co wcCV U5rn w J 5 M n x x 10 a00 �? Om��N W O 0 �wLL 04 0.) Z0Q�U afc�w 'n O ce) d w J w F- It � 1 r V SHEET EA � "0011 p! IFIV