The URL can be used to link to this page

Home My WebLink AboutBUILDING SITE PLANSPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. 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 APPROVAL DESIGN 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 3/16" TEMPERED 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 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 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, 17" FL15332.6 +1- 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 REINFORCJNG & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. 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) Q 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) Q 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) Q 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., NTH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING " » TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" FL18355.1 PRODUCTS, INC. ABOVE BUTT 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) "SAFETY EDGE" TOWN & COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA. HURRICANE SHUTTERS STORM PANELS INDUSTRIES, INC. «» TAPCONS (1-1/4" MIN. EMBEDMENT) 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" FL 12856.2 +/-54.0 PSF (MIN) SPANS UP TO 9'-2", 38 PSF: 15.8" O.C. SPANS UP TO 5', 8.6" SPANS UP TO 9'-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" TABLE R3012(1) CLIMATIC AND GEOGRAPHIC DE GROUND SNOW WAND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM UVINTER DESIGN ICE BARRIER UNDERLAYMEN I' ROOD FiAZARDSe AIR FREE21N0 MEAN ANNUAL Fj, Topo9rephic ylpaga, Froat fine° Terrnale` LOAD (^ph) egetls¢ (,� CATEGORI'h fig, TEMP" REQUIRED INDEX' TEMP NIA See Fig. RWI.2(4) I NIA I Negligible I WA Very WA I WA WA Fleavy For St 1 pound per square toot= 0.W79 klo, I mile per hour =0.447 Ms. a. WaMhakig is'negWW for concrete as dereanned ban Ore Vfkathereig Pmbab fly Map (Figure R3012(3)1. The grade of masary urd6 shall be delermined from ASTM C 34,C55,CO2, C 73, C 90, C 129, C 145. C 216 or C 652. b. Reserved. c. Termite hdesfation per Figure R3011(6),.%" heavy.' d. Wad speed shall be ban Ore basic wind speed wrap (FWne 113012(4)} VliW elgwsure caMgory shall be debumined on a sde-spec basis in accordance wOh Section R301.21.4. e. The adCooe design dy-belb terperabve.hall be, selected born the coRnms of 97 IMperneat vanes for winks horn Appends D of the Fonda SuTOng Code, Pkmdmng. Deviation ham tihe Appehrd"u D fanpaalrvas shall he pertrdllod m reflect oral Wn2es a bcdlvveaOur expedenrc as tle M Ou bridding oltdal. L Reserved. g. The appli goterv9 body shall, by local floxx1plarn Ooodplain nunagernent arduhsnm, sip.* (a) to data at to prisdtlion's army kro Due National Flood Insurance Program, (dale of adoption of to lust code or ordkhaico for maugemsd offlood hanard areas). (b) the dabs) of the Flood hrsumnce Study and (a) the panel numbers and dates of at currently egerrive FIRM and FBFM, or oltrer toad ivou and map adapted by the mMaty hadag IuisdcOan, as anarded. h. Reserved. i. Reserved. k 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 CALGULA71ON: VENTILATION REQUIRED: ATTIC AREA - 2,353.3 SQ. FT. VENTILATION AREA REQUIRED = Z343,0 SQ. FT. / 150 (F.B.C. R806.2) = 15.62 SQ. FT. PARAMETERS - LINEAR FEET OF 16- WADE SOFFIT = 155.5, 12' WADE SOFFIT = 43.1% 6- WADE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33) + (43.1' X 1.0� + (49.0' X .67) = 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 So. FT. CONCLUSION; VENTILATION PROVIDED = 24,14 SQ FT. > VENTILATION REWIRED = 15.62 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name:(G/ G b wy✓SGY! Signature: Certification Number: r tKoU I1 i o Dater DRAWING INDEX CVR A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 A-6.0 A-6.1 A-6.2 A-7.0 A-8.0 INDEX / PROJECT INFORMATION FOUNDATION PLAN FLOOR PLAN BUILDING ELEVATIONS ROOF / FRAMING PLAN ELECTRICAL PLAN WALL SECTIONS / NOTES WALL SECTIONS / NOTES WALL SECTIONS / NOTES INTERIOR ELEVATIONS 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 1 -22.0 PSF F PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' Iiliil. Il�7 OPEN 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, ARCHITECT OF RECORD FL. LIC_ AR0017305 1020 SW PROMNCETOWN 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 COPLA�NREVIEWREVISIONSBUILDING DEPT.& COMMENTS MASTER PLAN REVISION 8-4-18 ti O O CIO CS C~ � N LO u') w �- CO O CO W Lp N �J CD M D Lin -Q LLOD J ca 0 O ZCq afW UCD m(9 Q U ir CZ 0 < to U) Uj Z N O ry) a c W J W F- PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 75 SQFT TOTAL 2373 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,816.1 CUBIC FEET SHEET C VL FILE COPY 0 SA 10, SCANNED BY St, Lucie County ON ()f,�� C I i� ?3'-n" 36" SQ. X 16" DEEP CONC. FIGS. W/ (3)-#5 EACH WAY 15-0" (n 6x6 - 10x10 WWF CONC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB F- OR FIBER MESH a CONC. d- 8" 1'-4" A DETAIL L F-J C' L� J 23'-8" 1 14'-4" 7'-0" 6'-10" 5-2" 4'-8" w I G o I n_ o 1 0 CD c' I 2'-8" 8'-0" 3'-8" I c o 00 A I F I F A N I ■ ■ ■ ■ i 1 1 HB I L--- �i o — ----------I 3' 1 1 /2" 1'-8" 2'-6" iv RECESS SLAB 7 5/8" 4 FOR S.G.D. o — — — — — 1 I � I I M I 00 o LAV LAV I Ll I ■ A ■ c0 \ INDICATES C.M.U. CELL FILLED 1 M r7 II o iry �I �— rn rn � W/ CONCRETE AND (1) #5 VERT. I REBAR CONT. FROM FOOTING TO TIE BEAM (TYPICAL) i _ CD o WC i I _ - SH WR. ■ I 9'-4 1/8" I ■ L RECESS SLAB I 3 1 /2" FOR 3 1/2" 10'-7 5/8" 00 I SHOWER Kv co in Lo II SINK W/ ■ I I I DISP. I ■ I 0'-0" I I I A REFERENCE I 1 FINISH FLOOR I I. ■ I w I o O A N O o � I I I 1 I I I 4" 2500 PSI CONC. SLAB W/ FIBER I ■ MESH, ON 6 MIL POLY VAPOR BARRIER I OVER TERMITE TREATED CLEAN FILL j ■ COMPACTED TO A MINIMUM DENSITY OF M I 95% AS DETERMINED BT ASTM D-1557 W' H 1pq o ■I , I I I � r--- ---A� — --� ■ B/SHWR i \\ ■ H1 WH o WC 87 1 I 7'-11 7/ N LAV® ^ 9TU AC CH SE�\\I\ I w _ 1 1'-1 5 8" 2'-4 5/8" I O I a a0 0 I A inco 1 I I N I I I G118 I 5-9- 5'-2" co I■ I I 00 A I I F SLOPE DOWN 1" I 1 o AT GAR. DOOR 00m o 00 I 1 in ■ to ■ L — -- L— — — — — U — — — — — — U3 Bco A 4'-4" 1 -4" 810" 1'-4„ 20" 16'-0" 20" 12'-4" 6'-4" 19'-4" 38'-0" ;ONC. \/C PAD > SLAB - �� #5 1 8" BARS -4" DETAIL 1 CONC_ w SLAB o GRADE 2-# 1 12"(MIN) BARS BELOW D DETAIL CONIC. 1- #5 SLABI BAR 00 4 =8" *-+ G DETAIL 1 BAt2 11L 2'-0." / C� DETAIL 1 IES 6x6 - 10x10 WWF OR FIBER MESH CONC. 1'_0" SLOPE SLAB 2_# _ GRADE BARS F DETAIL 5 1/2" FRAME 7 5/8" BLOCK w CONC. SLAB ro > I 2-#5 1'-4" BARS /'J� DETAIL - S.G.D. 1 CONC. 8" VARIES 8" SLAB tt N SHOWER RECESS L DETAIL 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" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-0" 1-#5 CONC. BAR SLAB 1 8" w a H \ DETAIL 1 CONC. 2-#5 SLAB BAR 4" 4" K DETAIL 1 SHO CONC. RECCESS SLAB AT WALL M � GRADE 2-# 1 BARS M DETAILI� 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. //3"MIN.— DETAIL FOOTING & REBAR 11'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 2" TUB/ SHWR. 2" LAV 3" W.C. 3" 2" I TUB/ SHWR. 3" V.T.R 1 ,r � I I I I I I I 1 3LA� " 1 13w. I 1 TO SEWER i OR SEPTIC TANK SCHEMATIC PLUMBING RISER CONIC. w SLAB Q k �I. H1DETAIL 1 CONC. SLAB 4" 8"j1 G1 DETAIL 1 2" V.T.R. I I I I I 2" 2" V.T.R. SINK JI7 I I \3" I I I 2" WASHER 3" 3" 3" MAIN CLEAN OUT 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 "��(l1(I FL. LIC. AR0017305 PLAN REVIEW REVISIONS 1 BUILDING DEPT. COMMENTS MASTER PLAN REVISION 8-4-18 ti ti Q) vl 0) NIT � O [ti rn C) N o 01 � co y � - rn J 0 N u_ o -iir a(D m O n J N �mwFf C9 ZUOQ^U N Z C%l O M Q_ W J W H PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 75 SQFT TOTAL 2373 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,816.1 CUBIC FEET SHEET A loO 0 i� N I L° 0 I �n 0 I Lo VV +6'-8" HDR. HT. +6'-8" HDR_ HT. cOE HDR. HT. 23'-0" 15'-0" CONC. COLUMNS TOP +8'-0" A.F.F. • CONC. LINTEL ABV. ■ BOT. A.F.F 23'-8" '" 14-4-4 14'-2" 8'-0" 3'-8" 1 0 +6'-8" HDR. HT. COVERED PATIO ■ ■ ■ • • 8' CLG. I R/S EGRESS \ — — — — — — — N 1 8'-0" CLG. O — — 8'-8" CLG. -I 1 N 8' CLG. ■ ■ ■ • O 1 1 1 9'-0" iO 13'-7 1/2' 14'-1 1 /4" rL 1 MASTER BEDROOM --- R/S ■ U N 4 H. 2X4 1 COFFER CLG. 1 _ KCLG. FAMILY ROOM 8' CLG. ® 1 i 1 VAULTED CLG. ■ — 2'-9 1/2' 2'-6" 42' H. 64� 1 N ■ KNEEW 2'-0" I co \�j�l N ■ ■ r I I 10'-0" M I 4'-1 1 4 3' -0" 5'-0" I RAISED-- - ---- 2'-3 1/2" 1 RAISED 11 BARTOP DEN/BEDROOM #4 M 1 BARTOP 1 1 SINK W/ 1 • DISP. 1 I ■ VAULTED CLG. inI m II LIVING RO M KITCHEN CATHEDRAL CL II Q 1 VAULTED CLG. w II ■ ® 1 4-1 0 \O R/S i \ — I I • ® R/SF_ ■ N BREAKFAST Ld I 5,> VAULTE CLG. w 5'-7 3/4" 5'-4 1/4" UZ 15'-15 1/4" Oj a0- 9'-6 1/2" N BEDROOM #3 I 6 N ■ o VAULTED CLG. 1 \ 4'-4" 5'— ' DIIyTING ROOM1 8' CLG. N CATHEDRAL CLG. I 5 SH. W. I N ■ 1 8'-0" ° 8' CLG. ® I D.J AC _ N 1" — — — M.T. ■ 1 8° CL 0 —C 18'-3 1/2" 0 7'-8" 3'-7 1 /2" 7'-1 3/4" 31" IN. _ VAULTED CLG. 2'-8" a l l M 0 Q O M n O M 9 M.T. I 22"x54" R/S ---- ■ ■ 0) 0 / ATTIC ACCESS ■ x 8/—\__j CJ O GARAGE. 8' CLG. 00 Lo • 6'-0" 1'-8 3'-d 3/4" ■ I ■ ■ BEDROOM #2 8' CLG. (2)2x10 BM. ABV. BOT. AT +8'-0" FLAT ARCH SEE DETAIL — — — — — THIS SHT. 10 +6'-8" Oq HDR. HT. EGRESS °j� ■ ■ ■ • ■ ■ ■ ■ ARCH ■ ao ABV. ap ■ FLAT ARCH SOFFIT ABV. 4'-4" 1'-4" 8'-0" 1'-4" 6'-4" 20" 16'-0" 20" 12'-4" 19'-4" 38'-0" 0 I 0 0 1 i+> 0 I o 0 0 HDR. HT. .97 CABINETS ABV. DRYER V.T.W. COND BEAM TO LINTEL CONNECTOR PER FRMG. PLAN BDRM. 3 CONC. BLOCK WALL (2)2x10 BEAM 01 TOP OF ARCH 0 I 9" N 6 1/2"W. SOFFIT AND SIDE WALL BOX OUT —� I 1/2" 4 1/2" ON 0 ENTRY ARCH SOFFIT DETAIL SOFFIT AND BOX OUT TO USE 2x6 BLOCKING WITH PLYWOOD EACH SIDE FLOOR PLAN 1/4" = 1'—O" 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 3 2868 SOLID CORE 1 GARAGE DOOR W SELF CLOSING DEVICE 4 2868 6 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 16070 OVHD. DOOR 1 GARAGE DOOR 11 2868 POCKET 1 INT. DOOR WINDOW SCHEDULE 0 SIZE PER R.O. SUPERLDG. Q REMARKS A 35 SH 1 MUNTINS B 1 25 SH 2 C 4'W. X 3'-4"H. GLASS BLOCK 1 D 33 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. 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" 0_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 F EW REVISIONS MASTER PLAN REVISION 8-4-18 co Q Lo to rn r (1j Cl 0) W co N Utzrn^ ctJ (D � X M o (/� < - Q LL co x �J1 0 C)N �E ❑Jaf(:,Co -1m0tiN U- r �MN w�coCD Z 0 Q n U r` Wco�W 'ncn04 0 e M 0- LL1 W H LL====:--j PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 75 SQFT TOTAL 2373 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,816.1 CUBIC FEET SHEET A 2mO ATTACH 1-1/Y X 4-1/Y P.T. BUCK TO BLOCK WITH: CONG OR MASONRY HEAD: 1/4' X r FROM M WWO SPACED 4' FROM CORNERS, 3' dk 6' FROM MUWON. JAM 1/4' X 3-3/4 TAPCONS SPACED 4' FROM CORES, 1&94' D.C. MAX �e�• ;ON .�i� •,.,,., ,. ,,r HEAD/JAMB DETAIL (2X BUCK) EXT DOOR ALL BOARD_ DOOR TRIM MACH DOOR FRAME TO ROM NTFL• HEAD: 1/4' X 3-3/4' TAPCONS SPACED V FROM Cam, 3' & r FROM MMM". JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS• MW O.C. MAX 12' /2' P.T. B= SET MI O SEXNtED M/ HAMS O 1Y 0.G (MAX) DOOR THRESHOLD SET Mt READ OF CAUMX AND FASTENED TO SILL NTH 1/{ DU. X 2-1/4' TAPCONS SPACED 3" FROM CORNERS, 3' & 6' FROM MUWON PDaMM CANJ=u FLOOR cowR C '• E'• ' • rr, r HEAD/JAMB DETAIL (1X BUCK) SILL DETAIL - DOOR EXT DOOR REAR ELEVATION STUCCO FPM POWERN CAWCMIO CONC. OR YAS MMY IN P.T. BMOC SET N ' ,WSfAL. �AND NAM HARDENED I oDM. HAMS ar 24' o/c FAM 111RR1 BUOC W/ W/ 3-1/4' r 1/4' (AW!) TAPCONS AT 24' O/C. MAX O PREDRULO NOUN BY MANUFACMIRFR JAMB/HEAD DETAIL (SGD) 1/4' = 1'-0" DOOR FRAME FASTEN TO SLL W/ /6 r Y SCENES OY 0 0/C FLOOR CDw3w n BFD SILL DETAIL (SGD) RIDGE HEIGHT — — — — — — — — — — — — — — — — — — — — — — — — — +1 6"W. RAISED TRIM (PROD. 3/4") TOP _OF_BLOCK _ _ io I �OP OF SLAB — — +0'-0" A.F.F. (REF. ELEV.) 6"x6" RAISED BLOCKS (PROJ. 3/4') 2" CLR. BTWN. a o l 6"W. RAISED BAND (PROJ. 3/4") ALIGN TOP W/ WINDOW SILL 0 I ARCH SOFFIT PER DETAIL ON SHT. 2.0 12 16 0 I N 12 61 TOP OF BLK. — — TOP OF SLAB _ +0'-0" A.F.F. (REF. ELEV.) F CEMENTITIOUS COATING 0 _ ON BLOCK I o Lj F-1 io 3 0 _ E LEFT SIDE ELEVATION Ira OR W P.T. BMOC SET M SEALANT AND RABID W/1-1/Y CASE HAimo COL MAILS AT 12- 0/C MAX CORD OR MASONRY '-DRYIYALL � G40XING ALOMAM FRME FASTEN iHRU O.p' l W/ 3/16'x3 1/4' TAPOH MAX MAX ON .1ID LED P HOES BY MANUFACDARER PERMIEM? MUM ONRNDNOI,S FNRSH HEAD DETAIL WIND❑W 1/4" = 1'-O" AUAMM FRAME FAVEN DB61 a" W/ 3/16'r3 1/4' TAPCCM Sam O 24' 0/t MAX BY YAN WAC7IM co"BBOFS F"SH -CDC OR MSOpWY 14 OR 1r4 P..T. SM SET MI SEAANT AND NAMED W/1I2 CASE HARDENED EON. HAMS AT 12' 0/G MAX. DR11Mi11. BOARD JAMB DETAIL WIND❑W I"Ml1lF:'Pi/7y LPRECAST OR FORKED SMl PERIff7ER CAIAtORG SILL DETAIL WINDOW 12 16 CEMENTITIOUS COATING ON BLOCK � 3a CEMENTITIOUS COATING ON LATH 6"x6" RAISED BLOCKS (PROJ. 3/4") 2" CLR. BTWN. 16"OVERHANG TYPICAL UNLESS L OTHERWISE NOTED ICI ICI ICI ICI i�l ICI ICI ICI ICI ICIINICI ICI ICI ICI ICI RETURN BAND 24" ALONG SIDE WALL(S) FRONT ELEVATION RIGHT SIDE ELEVATION NOTES: 1/4 = 1'-O" 1. WALL FENESTRATION PER FBCR 2017 703.4 TOP OF BLK +8'-0" A.F.F. 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, - CEMENTITIOUS COATING ON FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF CONC. BLOCK ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BEVELED CORNER QUOINS BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. W/SMOOTH FINISH OVER FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW STYROFOAM INI PROJ.) WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). W/2" W. 450 BEVELED EDGE _TOP OF BLK A.F.F. A_ TOP OF_SLAB +0'-0" A.F.F. (REF. ELEV.) 24" SIDE WALL TRIM RETURN 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. +8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-4-18 Fy co 0 � � ^ti C� l~ N r (y O � w (o N U 0.)T` ° J 1 oD r J M e cz s m Q OD rmm40 J Of O ID J m O O C V J mQLi- rnU �w0 ZOQ- ulMIII Lu m Z (V O m d W J w F- PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 75 SQFT TOTAL 2373 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,816.1 CUBIC FEET SHEET A 10 1/4" HATCHED INDICATE` BOTTOM I BLKG. AT O.C. SEE O i B-8 1/2"0 A.B. AT 32" O.C. IN LINTEL B70 I xi I I SEE GABLE END SECTION XX SHEET A6.1 No B-6 I I II AREA — — — S 2x4 ,HORD ------- NOTE #2 8 FL • I I I iA I I I �Q III I I Ed II I I 8' FLAT I CLG. CATHEDRAL CLG. I 2 "X" BRACING VAULTED TYP. CLG. 1'-4" OH 1'-4" OH VAULTED CLG. II B-5 I VAULTED CLG. B-5 I I ------------ I I B-4 VAULTED CLG. CATHEDRAL CLG. 8' FLAT CLG. I B_3 I 8' FLAT CLG. VAULTED CLG. 8' FLAT CLG. 1'-4" OH _ (2)2x6_ _ 2x4 "X" BRACING TYP• 1 —4 OH L VaI x ATTIC ACCESS 11 II 8' FLAT CLG. j so w (2)2x10 BM. BOT. AT +8'-0" B-2 04 n II II II II II 0c)o FB_1 1/2"0 A.B. AT 32" O.C. IN LINTEL SEE SECTION X—X ON SHEET A6.1 iATCHED AREA NDICATES 2x4 30TTOM CHORD 3LKG. AT 48" O.C. SEE NOTE #2 ?x4 "X" BRACING TYP. PRECAST HEADER SCHEDULE B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 81`16-18 950 PLF 361 PLF B-2 70" 8F8-1B 1459 PLF 1272 PLF B-3 42" 8F8-18 3166 PLF 2165 PLF B-4 70" 8F16-1B 4360 PLF 2093 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 70" BF16-18 4360 PLF 2093 PLF B-7 112" 8F16-1B 1818 PLF 980 PLF B-8 90" 8F76-1B 2661 PLF 1634 PLF B-9 168" 8F16-1B 1002 PLF 559 PLF B-10 126" 8F16-1B 1533 PLF 914 PLF 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 > 24-1Od X 1 1/2 TO PLATES 24-1Od X 1 1/2 TO STUDS SIMPSON H2.5 < 415 UPLIFT > 10-8d SIMPSON LU24 < 425 UPLIFT > 6-10d x 1-1/2 < 755 GRAVITY > SIMPSON SPH4 < 1065 UPLIFT > 10-10d x 1-1/2 SIMPSON SPH6 < 1065 UPLIFT > 10-10d x 1-1/2 SIMPSON MSTAM24 < 1250 UPLIFT > WOOD: 9-10d x MASONRY: 5-1 /4" x 2-1 /4" TAPCONS FRAMING PLAN 1/4" = 1'-O" 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. 0 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 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 4)14Y 21i�I�y FL LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-4-18 ti O C/) rn co � � O w q � O [ti O � N to t(� CV C7 0'j W co CV U!'rnff'-- m J--1CA C�wo o JN< Cn 'Q W CO LL -I in O C V J ww�mC7 04 zOQ04 U III w af L Z (V O � a W J W H PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 75 SQFT TOTAL 2373 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,816.1 CUBIC FEET SHEET A 4mO S.D O i PREWIRE O QS.D. C.M.D. PREWIRE �C. \ \ S.D. � I i I EXH. - FAN I I? C.M.D. I I I I I II PREWRE I II I / I I I � I I / I I /' / I I / I I /H COACH LTS. PREWIRE \ \ n GFI I F—VI I PREWIRE I WP ' GFI / A Q A.F.F. A. / Ll w K SINK W GFI DISP. i 1� ' kG I \ i O.D. SC. AC W. GFI DI! _10- _ 22"x54" i AT11C ACCESS i x W/ PULL CHAIN �- - -� LIGHT ABV. GARAGE DOOR ELEC. OPENER PREWIRE PANE I I FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 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 LOAD CALCULATION 2074 S.F. AT 3 VA 6.2 kVA 2 SMALL APPDCANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA OUTLET FOR SUBTOTAL 33.7 kVA MICROWAVE FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA 23,480 VA DIVIDED BY 240 V 97.8 A POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE EXTENT OF AREA AC FOR VINYL OR 11LE COND PER CONTRACT 711FA-151i1 COACH LTS. PREWIRE ELECTRICAL PLAN 1 /4" = 1'-O" 2" RIGID O.H. SERVICE F.P 3—#2/0 XHHW--------,, SER CABLE 150 150 32 CKT AMP PANEL I I C/B METER 3#1 CU THNN 2" CONDUIT NO. 4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. IF NOT CU USE----__- SUPPLEMENT GROUND NO. 4 CU. WIRE TO 5/8" x 8'-0" SCHEMATIC ELECTRICAL RISER GROUND ROD 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 DWELUNG 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 WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE fV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS (PRANG P FAN 14% OR W (PREVIRE OR / LIGHT AS NOTED) (l'J WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR 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 Q 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. O- RHEOSTAT SWITCH @ 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION i� ELECTRICAL DISCONNECT 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 7777 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-4-18 Fzq Q) V1 co "y O \Lq N u7 rn 04 O a) W Co 04 U�0)r- J O o J RT x U M o -QLLN 0-jCD of C3 LL J m Q CC)r. cm �wFfcg0 Z UO < U r` crco w 'nO 04 � d w J W I — PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 75SQFT TOTAL 2373 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,816.1 CUBIC FEET SHEET A j5mO 12 PER ELEV R-30 INSULATION 1/2- CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CON" PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS NOTE: 1x4 P.T. SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK MAX. EDGE SPACING: 7" 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 ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER WD. BASE - CONNECTOR PER ANCHOR SCHEDULE 3/4" PLYWOOD SHEATHING - DECORATIVE CEMENTITIOUS COATING ON LATH - WNDW HDR HT PER PLANS ALUMINUM TRANSOM WINDOW WITH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH 1/2" PLYWOOD SPACER DOOR HDR HT PER PLANS NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (61-H 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 ® EACH TRUSS /� REFER TO CONNECTOR SCHED. TYP. O.H. PER ROOF PLANL TP OF CK REO ER 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" I- Y TOP OF SLAB FINAL GRADE STUCCO STOP AS REQ'D. �� (I I PER LOCAL BLDG. DEPT. J- CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL TRUSS OR BLKING. PER PLAN 1/2" GYP BOARD HEADER PER PLANS 1 1/2" GYP BOARD DOOR ATTACH PER MANUFACTURERS SPECIFICATIONS f TRANSOM WINDOW / DOOR SECTION (TYP) #_�� _-UNTEL 2x4 STUDS ® SPACING 11 PER PLANS I I VERTICAL FILLED CELL W/ 1-#5 BAR 1 (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" II THICK HURRICANE WASHER I I I I I I I - EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION TOP OF SLAB LINTEL BLOCK TOP COURSE FILLED W/ CONIC. & 1-#5 BA TOP OF HIGHER BLOCK WALL Z z Ir-- ---- -- 0~J Z w a II #5 BAR DOWEL TOP OF LOWER m = d II W/ STD. 90- HOOK BLOCK WALLit F I --- ----- -- II CONC. BLOCK WALL #5 BAR DOWEL jl VERTICAL FILLED W/ STD. 90' HOOK II CELL W/ 1-#5 BAR I I I I BLOCK WALL HEIGHT TRANSITION DETAIL REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER Al 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. F-2x6 P.T. FROM BOT. OF NAIL) AT IL V.L. 1'1UK. ICJ ULU. UNt EQUAL EQUAL !x6 .T. 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P. WASHER AT 32" O.C. MAX. M GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL \-(2) 10d ® 6" O.C. 3 1 /4" DETAIL AT STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 120 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FLORIDA BUILDING CODE 2007 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE FLORIDA BUILDING CODE SECTION 1609.6.5 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 TERMITE TREATED 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 MIN. HOLE DEPTH 1/2" 3/4" 6" 5/8" 7�8" 7" 3/4„ 1 8., 7/8" 1 1 /8" 9„ 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. 0 z m [3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE �o 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 25" MIN. LAP OF REBARS (ci 3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE . o 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. 7/16" OSB 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 11 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. 7/16" OSB 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 0 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 O ------------------I yLA O O I O -ROOF I EDGE O10 RIDGE 4' O I 1 2 2 O -�-- - - --I 0 0 0 1 0 ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS 0 ZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 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 EDITION MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-4-18 ti 44 d Q) co 0) co ^�I to to rn r (V o m W co N U 0) � J ct m Q Q N �z LL UJW�CO J m O N J I- Im w it ccq Z0<F_ I�U)z fV O I__ 2 (y) a W J W I - PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 75 SQFT TOTAL 2373 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,816.1 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. 1/2' GYP. BD. PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL (4) 10d NAILS " 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 PRE-ENGINEERED TRUSSES R-30 INSULATION 1 /2" GYP. BD. 2X4 TOP PLATE OR METAL TOP PLATE TOENAILED OR SCREWED TO TRUSS 2x4 WOOD STUD OR METAL STUD WALL ® 24" O.C. FIREBLOCKED AS REQUIRED 2x4 P.T. BOTTOM PLATE NAILED TO SLAB W/ POWDER ACTUATED NAILS AT 12" O.C. INTERIOR NON BEARING WALL SECTION CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 7/16" OSB 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 BLOCK PER PLAN � 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON HUS24 EACH JOIST/ LEDGER BD. CONN. 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: 1. HURRICANE CONNECTORS REQ'D \ AT 8'-0" O.C. \\ 2. PROVIDE 'H2.5" OR "LSTA18' AT EACH RAFTER END 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS ROOF SHEATHING SIMPSON STRONG —TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 VERT. STUD NOTE #4 ROOF SHEATHING HAND FRAMED VALLEY DETAIL EXPANSK TRIP & THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER SJAMB HORIZONTAL SPAN IS GREATER THAN 8'-0' HEAD LO (ONLY) D.S.B. SHEATHING OVER WOOD 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 STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8- (TYPICAL) PANEL ANCHORS 8'XS"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR cu � i nrennni SPECIFICATIONS 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 II. 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 EDIT] MICHAEL C. ANDERSON FL. LIC. AR0017305 F EW REVISIONS MASTER PLAN REVISION 8-4-18 Qq co ti � w q MM� "y n N Lo Lo r (lj o m W c N U I— 0-) czm- JU)fh z 0 -1 af O co -im000N CN �WWm(7 ZO¢�U �LoWz ti = c� a w W F PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 75 SQFT TOTAL 2373 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,816.1 CUBIC FEET SHEET A 6.1 j FIN CORNER CORNS \ FLASHING TAPE CORNER FLASHING TAPE FLASHING TAPE SIDE - FLASI TAPE WINDOW TOP — — — NAILING FIN SILL FLASHING TAPE #1 SILL FLASHING TAPE #2 TER RESISTIVE BARRIER WATER RESITIVE 1. CUT THE WATER RESITIVE BARRIER (1C) I IE I I _l1ST CUT I T- i I I �3R0�T}i CUT, I I I I MAKE A 6" CUT UP I I 1 I FROM EACH TOP I I + CUTI I CORNER AT A 450 I I I ANGLE TO ALLOW THE I I 450 I WATER BARRIER TO i !`� I I BE LAPPED OVER THE I I I I FIN AT THE HEAD OF I I `2ND�'``I 1 THE WINDOW. lO�- I 2. FOLD THE WATER RESISTIVE BARRIER (11)). 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 (x" 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 EXTERIOR 1 I I I I I I i I I I I 2 I I I I I I I I I I I [rill TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. ® 48" O.C. PRE-ENG. TRUSSES AT 24" O.C. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-O" O.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 2x4 45' CROSS BRACING AT 4'-0" O.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER NAIL 2 X 4 BLKG TO 2 X 6 BLKG WITH 10d ® 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 TIE -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 TRUSS IN 3/4" BEYOND BLK. FOR CEMENTITIOUS FINISH SHEATHING PER PLAN 2x4 BLKG. ® 48" O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS 15/32" PLYWOOD SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d ® 6" O.C. NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKG WITH (2) 10d 2 X 8 0 16" O.C. KNEE WALL WITH SIMPSON SPH8 AT EACH STUD SIMPSON HETA20 32" O.C. EXPANSION JOINT AT CEMENTITIOUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8" DIA. ANCHOR BOLTS 0 32" O.C. OR W/1/2" DIA. ANCHOR BOLTS ® 24" O.C. TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' O.C. PRE-ENG. TRUSSES AT 24' D.C. 2x4 45" CROSS BRACING AT 4'-0' D.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' D.C. REFER TO FRMG, PLAN (2) 16d COMMONS TOE NAILED EA. SIDE Bx8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. VERT, #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN 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 TOE 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 — GABLE END SECTI❑N X-X 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 PLYWD. DECKING 2x4 BLKG. @ 48' D.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 1/2' PLYWD. SHEATHING OVER GABLE END TRUSS FASTEN WITH Bd NAILS AT 6' D.C. — GABLE END TRUSS NOTE: W HOLD FACE OF GABLE END TRUSS IN 3/4' BEYOND BLK. FOR CEMENTITIOUS FINISH )K HOLD FACE OF GABLE END TRUSS OUT 1/4' BEYOND ELK. FOR SIDING FINISH — SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.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' D.C. SCALE: NTS 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 EC 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE MICHAEL C. ANDERSON FL. LIC. AR0017305 f7777777 LAN REVI MASTER PLAN REVISION 8-4-18 Lo 0 v) w �q q _x_ o w q (NM�v v o� 0 Lo rn r ("i o W c N U rn JUMx 0 (n -QLcN D_ 0 0 � LL 0 1 C3 o J m O CO N wW F- (D (D ZOQU �Lo(LIJ nZ � O M IL W J W F PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT [iE 87 SQFT 48 SQFT 5 SQFT 73 SQFT E OF D SPACE _C FEET ASiij ► RM � Fill ■ FILLER-j RNG KIT. AT RNG. BREAKFAST ROOM WALL MTD. LT. 30" RAID. OPEN TI LE ILLER 3 12 0 0 REF W21 30 0 OEM KIT. AT SINK JEL BARS AT 54" A.F.F. ■ FILLER-j RNG KIT. AT RNG. BREAKFAST ROOM WALL MTD. LT. 30" RAID. OPEN TI LE ILLER 3 12 0 0 REF W21 30 0 OEM KIT. AT SINK JEL BARS AT 54" A.F.F. Mj/ DICINE CABINETS AT LAV OOM SHOWER TILE o _ ;� Q o VB 30Li AT 6'-8" A.F.F. > 1- W.C. SHWR. FILLER BATH 2 30" _ RAD. RAISI Q BAR] OPEN 00 o TO HALL CO o I - HALL ARCH OPEN TO BEYOND SINK n n 0 0 0 0 SB 36 B18 DW DW/REF WALL MTD. LT. MIRROR FILLER LAV LAV 0 0 0 0 :•o M. BATH VANITY LAUNDRY GREAT RM. WALL ELEVATION WOOD TRIM rn I'll) 14" 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 -7 BARTOP DETAIL 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 8-4-18 O 0) O 0.' O h C~ � � N Lo to rn N C) co W (D N U50,r i _ ¢ u N Lou� Cl':D) LL C' O m 0 N �ZIy(�jU m 0 WFcooCO <Uwv�U z0ati w UC14 (nn z `n 0 ti cl) d w w E- PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT 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 R VENT I WALL RETURN GRILLE H VAC PLAN SUPPLY DUCT A.H.U. PRIINARY DRAIN DRYWALL STAR 1/4" = 1'-O" AIR COOLED CONDENSING UNIT SLAB MOUNTED xra 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 D FL LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-4-18 ti C Lo Lo CYD O 0) W co N Utzrnr x ch A Q o co-Q LLN 0 J Of 0 0 LL -iM0 W LL ittOOU' Z0 <r-- � U) Z N O M D- W J W F— PROJECT NO. 17-015-019 DATE DRAWN 2-11-19 DRAWN BY MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 75 SQFT TOTAL 2373 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,816.1 CUBIC FEET SHEET A 8w0 ° 67 000 1' 411 12 _ 6� HATCH LEGEND VAULTED CEILING 0'-811 COFFER ❑� 8'-0" BRIG 1 .51 n" * UPTURN BEAM BY OTHERS. BOTTOM @ 8' 0" TRUSS TO BEAM CONNECTION BY BLDR I Truss . fi4k� Truss I.D Gravity (> 5,00{L FA Horizontal (> 350#) SERIAL FILE C RECEIVED MAR 01 2018 Permitting Department St. Lucie County T. Tor-bo III f,40 B C: ALL I HUSS �iU WALL ANLd/ UK .i KUSS i U LEDGER CONNECTIONS BY BUILDER d (UNLESS NOTED OTHERWISE) E E d d d f d 3 0 * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) N > a c H -O C pf N d = e w a e d a a d � * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. > s THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN o E o e 'gin ei ' c OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. La e > d = = s e •— REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. O= e O Z Q - e ~ — d ` O= e FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD d N L d= G d ,.❑ lee m� e o 0 9 m � REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWINGWa ( NOTE: REFER TO USP CONNECTOR CATALOG W M - - d �s o FOR INSTALLATION DETAILS) W d .3 a 4 _e - d o _ a= JUS24 U THD46 Q - - - v .d. .c. E e o Q 3 JUS26 CJ) MSH422 OB C L = E 9 s 3 THD26 OK MUS26 0- CC d o O rn E E o v > > c o o y y O N a�- 'V E v O d O d G d s E O a O O C d o > 7B) BEAM BY BUILDER C d _ E o m c y e c d d o •� * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON d ='- .w a - , = '� c d TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 O O S o e a . d ' " e' STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES)'_- QJ L r vi y 3 _ e c c +- LOADING ROOF FLOOR WIND LOAD i LIVE LOAD 20 ASCE 7-10 e =Y a ;2 e N e e a m E y E lu 5 3 or v DEAD LOAD 7 160 MPH EXP B o d = d o = L O 9 a ® LIVE LOAD 10* CATEGORY II o o, d „e a e -E N m � o 0 DEAD LOAD 10 ENCLOSED m � a ' � _ :.2 l d E t o N Y o TOTAL LOAD 37 - FBC - 2017 0 o s 9 M C a DURATION FACTOR 1.25 TPI - 2014 0 z d E d a> a= c m REV DATE BY REMARKS AO e e e d c 1 08/28/18 RH UPDATED CODE c v m e .r ^C O y C. d y g h{Qus IneLl ing LLc', L-i0PPjCe, Fla 5 tl C US RA,I Ip&290 23.3 2§17 I L R2 306 R HIP LINE 60 h ;VALLEY LINE 22 "SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED RLDR TO VERIFY CALCULATIONS d t = e d d E C Z O ,C W N C r •� o C v o 3 v ~ c a= O •- a a p •� C d a a •3 � y N E E d " ` 2 E > It is understood that above conditions have been reviewed ❑ APPROVED & are acceptable for the m •� d �9 o4 4 o ❑ APPROVED AS NOTED a fabrication at trusses, 6.E _ J;� _ o elevations, pitches, overhangs, ! o 3 a W ❑ REVISE AND RESUBMIT s 3 o fascias,ceiiing e e „ _rZ._ elevations/pitches, bearing _ e conditions & all detail pertaining ❑ REJECTED _ „ _ d d E= :o a= to this truss placement plan. No = N �m back charges will be accepted _9 .. C C a�� d O) d DATE _ d = without previous written = E o € 5 = „ o F- ce approval from an A-1 Roof d o Q N e e a u 9 y Trusses representative. REVIEWED BY E •� N s d „ e M m ` •' e E " e PLAN DATE ARCH: / /— STRUCT: / /— `_ -� = ' _ CUSTOMER RENAR DEVELOAEMENT CO. E `a J N L O = N JOB NAME CAYMAN 1763 B ELEVATION 79 _ c O � e• e e 5 E ce C N OPTION(S) 15 X 10 COVERED LANAI m v d e z es- s e a d a t COMMNTY MORNINGSIDE/ LOT 19 / LOT # „ p D7 Y O e > = o E CITY FT PIERCE, FL v c> N a m ` COUNTY ST LUCIE .. 9 .3 = SINGLE BLDG BLDG TYPE # e d O11� FAMILY O ` m d d O O y- L =5 E c JOB # 75283 MASTER WRMSCMBL G o DRAWN SCALE DATE 08/28/18 tE g.e 8e RH I N.T.S. F � � �I SCANNED PTO e �l —i�� BY �_ o e a _ ..„ e r. Lucie Coun c a > v d ��y■ A-1 ROOF z o ApTRUSSIES c A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 N >'= H http://www.aItruss.com