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HomeMy WebLinkAboutBUILDING SITE PLANSNOTE: ALL DUCTWORK PENETRATING I GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. I 14" W DRYER VENT THRU WALL 10X10 • R/ 24X2 _8X8 4• I RHF 41 D. 0 0 EM \\\ O FAN I /12X61 6X6 \ RE RUNNY 9 2 £5 .� \ — — I 1• / 12Yx54' I ✓ x ATTIC ACCESS axe I ,o &6 R/A Sur"ay DUCT A.H U. T PR�lAM3ARY N I DRAIN � DR'tMLLL STAND Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: r m.. 1gw ooflnlgl System Air Source Heat Pump CH14NB036*0**B* FB4CNP042L CARRIER AIR CONDITIONING Air Source Heat Pump 14.5 SEER 0 34,200 Btuh 25,650 Btuh 8,550 Btuh 9162515 PREFERRED AIR CONDITIONING & MECHANICAL,; inc. CAC1817665 1643 DONNA ROAD WEST PALM BEACH, FL. 33409 561-689-1093 831 S. KINGS HWY FORT PIERCE, FL. 34945 MICHAEL C. ANDERSON 772-878-7577 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL UC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LIICIE, FL 34953. (vl (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING OODE-RESIDENTIAL (8TH EDITIONI cl it eonrn��e Heatina System Air Source Heat Pump CH14NB036*0**B* CARRIER AIR CONDITIONING Air Source Heat Pump 8.2 HSPF 0 33,800 Btuh n/a n/a n/a LO 0 o� � L� -1 \ ctJ y m o 5 0) aLL ^LW 0) _ a N u7>0o� ^LL WJQ-'Otfl. m 0 r LL N C.) CC!0 Pell QQ ZOQ^ I-- W V) Z `4 O r- 2 <n - a w J w' H PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE 15.364.4 CUBIC FEET ® ■ SCANNED BY St. Lucie County PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: , FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: PRODUCT DESIGN OPENING PRODUCT MODEL# RER MANUFACTURER GLASS ATTACHMENT METHOD APPROVAL PRESSURES HEAD: 1 /4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 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 +/- 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) 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) 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. Q GLASS BLOCK 8"x8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-114" 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) ALL -ARCH -ORS ARE #10 WOOD SCREW (1-1/4" MIN. EMBEDMENT) KT FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/81' ANNEALED ANCHORS 6" FROM CORNERS, HEAD& SILL: 18" Q.C. MAX., JAMBS: 18" O.C. MAX. FL15349.1 +/- 60.0 PSF (MIN) GALV. ROOFING NAILS, 11 OR 12 GA., WITH 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) METHOD OF ATTACHMENT: DIRECT MOUNT HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY «>> ALL ANCHORS ARE 1 /4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 PSF: 15.8" O.C. SPANS UP TO 5', 8.6 SPANS UP TO 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 ^CAME R3„01.2(1) nc H11N (:RITFRIA GROUND SNOW NAND DESIGN SEISMIC DESIGN a SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDSs[FRE=NGAkNNUAL INDEXMP AN Spew Topographic vye�ak,ga Frost !Ilan Termite= LOAD (mph) eff�, lNA) CATEGORY deptlTEMP`REQUIRED WA See Fig. R301 2(4} WA Negligible WA Very WA WA WA For SI: 1 pound per square Toot = 0.0479 kPa, 1 tide Per hour= 0.447 rols. a. Weathervrg is °negld W far concrete w determined from the Wealherrlg Probability Map (Figiae R301.2(3)]- The grade of masomy wits shall be detannurved bum ASTM C 34, C 55, C 62, C 73. C 90, C 129, C 145, C 216 or C 652 b. Reserved. c. Termite infestation par Figure R301.2(6) s'My heavy." d. Wnd speed shell be from the basic wind speed map (Figure R301.2(4)). Wnd exposure category shag be determined on a site -specific bass in 3m0ftl3 oe with Section R301.2.1.4. e. The outdoos design dry-bulb temperature shag be sekcolumnsd trom the columns of 97 iR-panerd vakres for w ow fire n Appends er of Ore Florida B1dkig Cade, Plumbing. Deviations from the Appendrew s D rtlpialma shag be permitter! to reflect local Christie or local weather enperience as datarnwred by the buitlkg offs®L t Reserved. g. The applicable governing body shag. by local f oDdplan hoodplan malagenwhi ordnance. spay (a) the data of the junsilwhon's army Edo the National Flood Insurance Program (dale of adoption of the Usti code or ordinance for monagenhem of hood hazard areas), (b) the dales) of the Flood Insurance Study and (c) the panel numbers and dates of ad currently effective FIRM and FRFM, or other food hazard map adopted by the authority having Asediclo^, za 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 REQUIRED = 2.343.0 SQ. FT. / 150 (F.B.C. R606.2) = 15.62 SO. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5'. 12' WIDE SOFFIT = 43.1'. 6" WIDE 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. / so- FT. X 1 SQ. FT, / 144 so. IN. = 24.14 So. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SO. FT.. THEREFORE SOFFIT VENTILATION IS ADEQUATE I hove reviewed the above product approval information and approved it. Name: '1 YJhLlG C �f'-i/�I SignaWre:�'��� CertificadwNumber: Date: g 11, 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 / -28.7 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.9 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (Sig, FT.) DESIGN PRESSURE 0 to 19.9 27,7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.5 PSF 50 TO 99.9 24.7 PSF / -31.2 PSF 100 TO 499.9 23.5 PSF / -28.7 PSF 500 AND ABOVE 20.6 PSF / -22.9 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 SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT FRAME 160 MPH X 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 PRONANCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 RE(IEWEO FOR GDOE COMPLIANCE roU WILE COP 3-Uy30 MICHAEL C. ANDERSON SCANNED BY St. Lucie County `M //� n EW REVISIONS MASTER PLAN REVISION L 8-16-18 ti W CO � rr� N to to rn CDm w co N o ctw J U) M X U) - Q Li, Co Cq O_j Ix _IaDO°r°N - ` LL mQLLrnU w w F co 0 ZOQ�U ��v~iz N O M EL J w H PROJECT NO. 17-015-064 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 61 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET CVR PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 0 I i� 23'-0 3/8" 14'-11 5/8" 36"X36'X16" DEEP CONC. FTG. W/ 3-#5 EACH WAY r I V) 6x6 - 1Ox10 WWF CONC. 6x6 - 1Ox10 WWF of w OR FIBER MESH SLAB � OR FIBER MESH a CONIC. It 3 1'-0" A DETAIL 1 I I - L —J G L— J o I G I , I - 23'-8" 1 14'-4" I G of 7'-0" 6'-10" 5'-2" 4'-8" 1 D C W ° I 0 I 2'-8" 8'-0" 3'-8" o 0 — — — — — — — — — � F I \ A i E N A I ■ ■ ■ ■ r i I L--------------� 3' r 1 1 /2" 1'-8" 2'-6" 04 RECESS SLAB 7 FOR S.G.D.0 15/88�_` 0 M � M I 0 I ffo LAV LAV 4- L I ■ ■ N to M 0 "' pJ� II of rn rn I INDICATES C.M.U. CELL FILLED I W/ CONCRETE AND (1) #5 VERT. REBAR CONT. FROM FOOTING 00 j 1 ®j%jj (� ih °' TO TIE BEAM (TYPICAL) I io WC II - - SHWR. • I 9'-4 1 /8" I' I 3 1/2" FORB 3 1/2" 10'-7 5/8" I °D I 1 SHOWER o in I I 0 II SINK W/ ■ I I I DISP. I • I 0'-0" II I o I r PA A I I I REFERENCE o I d 0 • FINISH FLOOR ED • I w I 0 I 4" 2500 PSI CONC. SLAB W/ I A N 0 I I FIBER MESH, ON 6 MIL. POLY I I I BARRIERVAPOR TERMITE TREATED COMPACTED CLEAN I io • I FILL. ■ - r� I I I I H1 W. o • I 1 r7 �' I in 0 I I AC r— TUB/SHWR ■ H1 ( WH 0 WC B1 iI ® LAV 1 ( I I COND I j� 1'-1 5, 8" I_ I o00 J I� 2'-2 1/2" 1 � I I I 0 0 q I I� D � 1 to I 0 I in I I F I O E DOWN " I 1 ATGAR. DOOR�m 0 ao I I Lo I I n L — — — — — — — — — — — — — — — — �U in --- — ■ . . . g �_I• -s" 3'-10" 12'-4" I ■I� � G 8'-6" 20" 6'-4" 38'-0" 16'-0" 19'-4" 20" N CONC. A/C PAD > SLAB - 8" BARS -4" g DETAIL 1 CONC. w SLAB -- o GRADE 2-## 1 12"(MIN) BARS BELOW D DETAIL CONC. 1-#5 SLAB BAIR 00 4,8" _+ G DETAIL 1 2'-0" C DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH CONC. 11-0" SLOPE SLAB 2_# GRADE BARS F DETAIL 5 1/2" FRAME 7 5/8" BLOCK yr W CONC. SLAB > 2-#5 1'-4" BARS J \ DETAIL - S.G.D. 1 CONC. 8" VARIES 8" SLAB N SHOWER RECESS M L DETAIL 1 NOTE: FILL COMPACTED TO 95% OF DENSITY IN 12" LIFTS 1-#5 CONC. gAR SLAB Z ul �8"� H \ DETAIL 1 2-#5 EnCON C. w CONC. SLAB BAR SLAB 7 ; 4" 4" 8" K DETAIL H1 DETAIL 1 1 iv SHOWER SLAB CONC RECESS SLAB . SLAB M - AT WALL - GRADE co 2-# I 4" 8"X BARS DETAIL M DETAIL 1 -4' G7 1 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN 3"MIN. DETAIL !— — —` �OTING & 2" Y.T.R. REBAR TRANSITION I PIPE THRU I PF FTC. DETAIL 1 2" �2" V.T.R. SINK I 3" V.T.R. ' ' I ram' I I 3" 2" I I I WASHER I I I I I 2" LAV 3" I I 3" V.T.R>33""MAIN 3" f3" W.C.22„ CLEAN TUB/ i LAOUTSHWR. I 3"W.C. I UIMEN51UN5 AKE ROUNDED TO THE Tug I / CLOSEST INCH SHWR. FOUNDATION PLAN 1/4" = 1'-0" CA DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0" AE = 58'-9" BD = 64'-6" BF = 68'-6" TO SEWER OR SEPTIC TANK SCHEMATIC PLUMBING RISER 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 �Ilr / �I FL. LIC. AR0017305 PLAN REVIEW REVISIONS BUILDING DEPT. COMMENTS -26-1 MASTER PLAN REVISION 8-16-18 Lo Lo w N o m W co N tz U m � o Ictw J — o" M X co -QCao Cj w >�C3ccoo J m O roo N `5 ('w) z J w� WcoU` ZOQIU cn0 CNI (M IL w W I - PROJECT NO. 17-015-064 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 100l 23'-0 3/8- 14'-11 5/8- 4- C.B. COLS.- '- TOP + 6'-8" ■ P.C. HDR. ABV.- ■ BOT. + 6'-8" A.F.F. 23'-8" 14'-4" 0i 14'-2" I ANAl OF +7'-4" 8'-0" CLG. HDR. HT. CONC. SLAB R/S 8'-0" 3'-8" I o o vi I — — — — — - N CLG. 2O M I I � _ _8'-0" _ — — CLG. — — 8'-8" -1 4 8' CLG. O ■ ■ ■ ■ r HB I I 9'-0" I i° — — -- 13'-7 1 /2" I 14'-1 1 /4" Rs ■ (J N I MASTER BEDROOM 42" H. 2X4 I \ COFFER O 8NEEWALL I ,. 8' CLG. I I FAMILY ROOM 4 VAULTED CLG. ■ - 2'-9 1/2" 2'- 42' H.I �' I N 2 -0" HDR. HT. ■ WALL 8' CLGtLTYP.- I \ CURBi0 P.T. Z I- — .- — — — — — — — (22^2XX44-I' — Ll N O I ■ I N Lo 3_ I 4'-1 1 /4" I` 3'-0 5'- 0' 5'-7" 11'-4" I RAISED E-- - ---- 2'-3 1/2" RAISED II BARTOP DEN/BEDROOM #4 I BARTOP 11 SINK W/ I ■ ' VAULTED CLG. M 11 DISP. ■ LIVING ROM i i o B CATHEDRAL CL i i KITCHEN O 11 VAULTED CLG. N HDR. HT. I II 3 cq I ■ 0CN R/S CN ® R/S I Z d ■ to N ■ I I Irwo M Og i BREAKFAST -g Op b m: VAULTS CLG. 5' -7 3/4" 5'-4 1 /4" 15'-� 1 /4" �i ao 9'-6 1 /2" " Lo HDR. HDR. HT. I 50 11 ■ HT. BEDROOM #3 N VAULTED CLG. I to (cli 4 -4" 5'- DVf ING ROOM1 s CLG. N CATHEDRAL CLG. j 5 SH. W. SHELF N ABV. ■ 8'-0" 'I 8' CLG. ® D. _ N AG 1" I — — — M.T. DRYER 18' CL 0 o ---- O O V.T.W. ■ CTR. F ® 7'-1 3/4" 18'-3 1 /2" T-8" N-7 1 /2 d 1 OI O 1" IN VAULTED CLG. N "■ 2 -8" a 0- I I 0 00 i HDR. O 0 r HT. of rn M.T. I rn [' � 22"x54" I x -� ATTIC ACCESS IG---� ■ AC rR/S— x 9 ■ ■ 8 C COND ® HDR. HT. O10'-4" GARAGE ABV. 8CLG. o - co ul LG. HT. p I ■ HB BEDROOM #2 8"W. ARCH ABV. 8' CLG. SEE ELEV. O HDR. HT.O o0) 10 CC) 1■ u i ■I in co 'n„ �a -s„ L N li 3'-10" 8'-6" 20" 16'-0" 12'-4" 6'-4" 19'-4" PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18�J to ri N �co CID Lo C~ � N Lo rn •- N C)m W (p N UH-rnh CTS w J M X o (n - Q Li, 00 0 _j it O (o J m 0 O N `5 J r [jW) W F (4C7 ZOQ�U � � Z N 0 M d W J W 1- PROJECT NO. 17-015-064 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 2jmO 38'-0" 1 20" FOYER ARCH ELEV. 1/4"=1'-0" FLOOR PLAN 1 /4" = 1'-0" DOOR SCHEDULE 0 SIZE PER R.O. SUPER. 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 4 2868 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2468 POCKET 1 INT. DOOR 7 2668 BIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR 11 2868 POCKET 1 INT. DOOR WINDOW SCHEDULE 0 SIZE PER B R.O. SUPER`DG Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 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 G 64"W.x36"H_ EYEBROW (28" LEGS) 1 15 LITE 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH FBCR 2017 WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION 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 ATTACH 1-1/Y X 4-1/2' P.T. BLICK TO BLOOC Wit CONC. OR MASHY HEAD: 1/4' X 3-3/47 TAPCONS SPACED 4• FROM CORERS, r & 6' FROM MUW@L JAMB& 1/4" X 3-3/4• TAPCONS SPACED r FROM CORNERS, I&W O.C. MAX PRYWAT/. R' RI�FM n)1ars FTNM9T BOOR fER C4tAXW ATTACli DOOR FRAME TO 2X P.T. BUG( MTC I B LEAD: /10 z 2-1/Y PFH WOOD S(]tEA5 SPACED FROM 1nRNERs. r a C FROM M WMO J /10 X 2-1/2' PFH WOOD SCREWS SPACED CORERS 1&94' O.0 MAX HEAD/JAMB DETAIL (2X BUCK) t�T CONC. OR DRYWALL B DOOR ATTACH DOOR FRAME TO BLACK IMIW HEAD: 1/4• X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, r & 6' FROM MULLION. JA M 1/4' X 3-3/4' TAPCOFS SPACED 4' FROM CORERS, 1&W O.C. MAX - x 4-4/2" P.T. BUCK SET N NT AND SEURED W/ HARD NANS O 12' RC. (MAX) DOOR DiREMD SET N REM OF CABLX AND FASTENED TO SLL AlH 1/4 OIA. X 2-1/4" TAPCONS SPACED r FROM CORNERS, r & 6• FROM MM1XN PERIME7ER Wuwu FLOOR CDH7TN6� $9 0 ?ER CAULAING . oO' NMI o PERIMETER CALMA'M cmuE C SLAB HEAD/JAMB DETAIL QX BUCK) SILL DETAIL EXT DOOR EXT DOOR REAR ELEVATION 1/4" = 1'-O" 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). RIpGE HEIGHT - - - - - - - - - - - - - - - - - - -- - - - - - +17'-10" A.F.F. 6" SQ. RAISED BLOCKS (PROJ. 3/4") W/2" SPACE BTWN.--�, ENTRY TRUSS BRG. - - - - - +11'-4" A.F.F. - - - 6"W. RAISED TRIM (PROJ. 3/4") ,gkTOP_OF BLOCK - +8'-0" A.F.F. - - - - - CEMENTITIOUS COATING ON BLOCK -- TOP OF SLAB (REF. ELEV.) • rx. umimu ,r,xuo. 1-1/2") ALIGN TOP W/ WINDOW SILL RETURN BAND 24" ALONG SIDE WALL(S) CEMENTITIOUS COATING ON LATH 24" SIDE WALL TRIM RETURN 12 61, H O 00 _ I O O D O c = 0 IC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. LEFT SIDE ELEVATION 1/4" = 1'-O" 1x3 OR ix4 P.T. RUCK SET N SEALANT AND NMED W4-'I" CASE "1109D COX NAILS AT 12' 0/C. MAX CONC. OR MASONRY '-DRYWALL BOARD CAULXING ALFMt ERNE FASIEAI TTNB BLxx W/ J/16.0 i/4' TAPCOW SOERS O 24' 0/C MAX N PRIDRILIED FIRES RY WNLFACIIAER PERMERR CAIRJM CEIENZ17M FTNTSI HEAD DETAIL WIND❑W FI FVATInN 1/4- = 1.-0" BY MMBF'ACRNER GROUT BED ten= sue JAMB/HEAD DETAIL SILL DETAIL (SGD) (SGD) 24" SIDE WALL TRIM RETURN FASTEN TFWU BUCK W/ 3/16 X3 1/4" TAPC'ON 5MAX N PRE(REMS O 2DIMLED4• D/ NIXES BY MAB>FACRDER PERMEIER CAIAIONG CEIEN711TO15 FNIS1 COW OR MASONRY 1x3 OR ix4 P.T. &KK SET N SE4MT AID MMID X-1/2' CASE HARDENED N41 AT 12" O/C MAX / `DRYWALL BOARD CAUUCNG JAMB DETAIL WIND❑W 0 Cw LPIECAST OR POURED SAL PFR6EIER CAULKWG SILL DETAIL WIND❑W WINDOW PRESSURE CHART 160 MPH TAG PRESSURES ZONE SgFt OA +27.7 / -30.0 4 0-19.9 O +26.4 / -28.0 4 20-49.9 © +24.7 / -27.0 4 50-99.9 OD +23.5 / -25.0 4 100-499.9 OE +27.7 / -37.0 5 0-19.9 OF +26.4 / -34.0 5 20-49.9 O +24.7 / -31.0 5 50-99.9 O +23.5 / -28.0 5 100-499.9 O +23.5 / -25.7 INT. 112 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (779IA1 R-911 R TOP BLK +8'-0"-e A.F.F. TOP OF SLAB Ilk (REF. ELEV.) TOP OF BLK. +8'-0" A.F.F. -TOP OF SLAB +0'-0" A.F.F. MICHAEL C. ANDERSON PLANS DLSIGNLD IU MEEI IHE REQUIREMENTS OF FRONT ELEVATION THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS BUILDING DEPT. COMMENTS 3-26- 9 MASTER PLAN REVISION 8-16-18 Lo Lo rn O W �- t0 W O N w J � -I U 'a' Xczo W -QLLOD W 0 N �1 w _0 O D-1w-C:�to -im0N �WLL(oC7 ZOQ�U IllwI--W CD Lo o P _ Cn d W J W F- PROJECT NO. 17-015-064 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 3.0 1/4" = 1'-0" PROVIDE 2x4 BOTTOM CHORD \ BLKG. AT 48" O.C. SEE NOTE #2 1'-4" - OH =J C 1'-4" OH NOTE: TOP OF BEARING AT B-10 LANAI +8'-0" 0 A.F.F. P.C. LINTEL "-8 ' 6 6'-8" P.C. LINTEL BOTT. 1/2"0 A.B. AT 32" O.C. IN LINTEL B-11 SEE GABLE END SECTION XX SHEET A6.1 `V Ip —AllII B_7 II II s FLA I I O I III II 2 "X" BRACING TYP. II I I 8' FLAT I COFFER CLG. CLG. I VAULTED CLG. OH VAULTED CLG. II ZD VAULTED CLG. I I VAULTED CLG. I I B-4 I I I I CATHEDRAL CLG. 8' FLAT CLG. I 8' FLAT I I CLG. VAULTE CLG. 8' FLAT CLG. OH —(2)2x — >< 22"x54" ATTIC ACCESS _ 2X4 ®16"O.C. KNEEWALL TOP I I 0 I I 6 2 CNI �o aQ zp ®-2 p,C-. HDR. BOT. +6'-8" AFF L'2x4 2x4 "X" BRACING TYP. BOTTOM CHORD BLOCKING TYP.—SEE NOTE #2 u ANCHOR SCHEDULE (SIMPSON STRONG —TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS 81J8 8F8-1B 8F16-1B/1T # MINA. REBAR REA D� J � 1-1/2' CLEAR F = FILLED WITH GROUT / U = UNFILLED a z •'. QUANTITY OF REBAR AT c~i = • C.M,U. F FBOTTOM OF LINTEL CAVITY a 81`16-113/1T �� GROUT �z NOMINAL WIDTH-] L QUANTITY OF Zo #5 REBAR AT BOTTOM NOMINAL HEIGHT—]REBAR AT TOP OF LINTEL CAVITY 7-5/8'ACT TYPE DESIGNATION B' NOMINAL WIDTH CONNECTOR PER ANCHOR SCHEDULE 2-2X4 TOP PLATE W/ SIMPSON "SPH4" AT EACH TOP PLATE / STUD CONN. KNEEWALL W/ 2X4' SPACED 16" O.C. 2 X 6 BETWEEN TRUSSES UNDER FRAME WALL SIMPSON "SPH4" AT ALL BOT. PLATE/STUD CONN. FRAMING PLAN 1 /4" = 1'-0" 12 \ PER ELEV. PRECAST HEADER SCHEDULE B—X I LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 81`16-1B 950 PLF 361 PLF B-2 70" SF8-1B 1459 PLF 1272 PLF B-3 42" SF16-1B 6113 PLF 3547 PLF B-4 64" 8F16-1B 5365 PLF 2290 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 70" 8F16-1B 1459 PLF 1272 PLF B-7 112" 8F16-11B 1818 PLF 980 PLF B-8 64" 8F16-1B 5365 PLF 2290 PLF B-9 90" 8F16-1B/2T 2661 PLF 1634 PLF B-10 168" 8F16-1B/2T 1002 PLF 709 PLF B-11 T 1-26" 8F16-1B/2T 1533 PLF 1183 PLF CONNECTOR PER ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY +13'-2" STD_ BRG. HT. DBL, 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER EACH TRUSS (2'-0" O.C. 7/16" O.S.B. 8d ® 4" O.C. EDGES 6" O.C. FIELD CONNECTOR PER FRAMING PLAN P.T. 2X4 BOT. PLATE W/ 1/2" DIA. A.B. ® 16" O.C. W/ 2-3/4" MIN. EMBED. & 2" SQ. WASHERS KNEEWALL DETAIL 3-16d NAILS 2 X 4 VALLEY FRAMING AT 16" O.C. REFER TO TRUSS ENGINEERING FOR CUPPED GARAGE TRUSS FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3, AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST UNTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HI891. 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 EDI MICHAEL C. ANDERSON FL. LIC_ AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION Lo Lo rn N O m r co L ►�1 W � (V J ~ 0 w o J ro M X LL N Q �J�CD �m0co64 — ` nW] J o mQwrnU W�cD0 ZOQ�U to U)Ul Z tO 0 ti 2 r3 a w J W PROJECT NO. 17-015-064 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 4mO OUTLET FOR MICROWAVE COACH LTS. PREWIRE COACH LTS. PREWIRE - - FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 A 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 • • 14 15 BEDROOM ARC 20 SPACE GENERAL LITE 15 14 14 15 WP/GARAGE GFI 22 DISHWASHER 20 12 • • 14 15 GARAGE DOOR 24 14 15 GENERAL LITE 26 K27 • 14 15 GENERAL LITE 28 •• 30 32 • 34 35 • • 36 37 • • 38 39 • • 40 41 • • 42 EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN 1 /4" = 1'-0" ELECTRICAL NOTES LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE kO� RECESSED LIGHT WALL MTD. BRACKET R 72' A.F.F. FLUORESCENT FIXTURE FU WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) OO WALL MTD. SMOKE DETECTOR Q CEILING MTD, SMOKE DETECTOR O CEILING MTD. CARBON MONOXIDE DETECTOR _C�Xy CHIMES CHINS 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 ® DE➢ICATED 220 V. OUTLET ❑ 110 V. JUNCTION BOX SWITCH R 42' A.F.F. p RHEOSTAT SWITCH R 42' A.F.F. TP U TOUCH PAD FOR SECURITY SYSTEM OV1 CENTRAL VACUUM OUTLET LOCATION LO ELECTRICAL DISCONNECT 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.G. 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 EDITIOI MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION M. sm Fcn�)�Q4 N r r� Lo rn C) N C)0) L UI O N U rn n J i' X o czw M [n uo Q _ l ; 0 n co r1^1 J_CO0CoN Q �ZLLc-,i V �w(.00 ZOQ�U U) �- Z `n O I- 2 CM D- W J W H PROJECT NO. 17-015-064 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 5mO 12 PER ELEV. R-30 INSULATION 1/2" CLG. GYP. BD. 8"xB" 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" MAX FIELD SPACING 12" tx4 P.T. PLOYCEL SEALANT P.T. WOOD BUCK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL 1/2" DRYWALL ON 1x2 P.T. FURRING @ 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER 4" 2500 PSI CONC. SLAB W/ WD_ BASE - 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 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 ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. N PER ROOF PLAN, • J �TOP_OF_BLOCK z - ' 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) -COP OF SLAB FINAL GRADE I f STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL fIC (2) 16d BLOCK WALL ® 12" O(2)2x4 P.T. W/1/2" DIA. \-(2) 10d COUNTERSUNK BOLTS ® 6" O.C. ® 24" O.C. VERT3 1/4" 112 1/4" MIN EMBEDMENTWITH 2" SQUARE X 1/8" 1 I�THICK HURRICANE WASHER Lj III REINFORCED/FILLED CONC. BLOCK CELL LINTEL x4 STUDS ® SPACING ER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR TOP OF SLAB DETAIL AT 90" CORNER EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION 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. 2x6 P.T. FROM BOT. OF rvraw r�T itu.u. MUM IU ULU. UNL EQUAL EQUAL x6 1/2" DIA L-BOLT 2x, (8" LONG) W/ 2" P.- WASHER AT32" O.C. MAX. GARAGE DOOR OPENING ELEVATION GARAGE DOOR DETAIL GROUT SOLD 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 2017 FBCR 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. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 10.EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET:ANCHOR SIZE CONIC. HOLE SIZE 1/2" 3//4„ 3/4,. 1d 8MIN. HOLE DEPTH 7/8 1 1/8" 6" 11 AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R OVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. ASTEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. L AD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 1. 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. z 3/4" DIA. X 6" DEEP HOLE FOR #.5 BAR SET IN EPDXY ADHESIVE %D I 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 3/4" DIA. X 6" DEEP HOLE FOR i w#5 BAR SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN_ 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS. -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED_12_ ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5"UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES ROOF EDGE-----------------O I O ROOF EDGE ORIDGE4'2 2 tO ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. ZONE 2-USE 8d RING SHANK NAILS 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 Lf) rn c- (Ij C)W w � N 1-W w J� J M X o Q LL 0 _j Of C) CD -1M0ODDN rl �co0 W Z'0<t- ul U) Z N O r- 2 cv a w w F_ PROJECT NO. 17-015-064 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 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. EU 36" ABOVE ADJACENT FLOOR 5x5x}" WELDED FLANGE N 1' 1' 3" 0 x 1 /4" STEEL PIPE ®" TAPCON TYP.4 M 5x5xr WELDED FLANGE 1 ' 5' BOLLARD DETAIL (4) 10d NAILS 12 ° �6 PROVIDE 2X4 BLKG ® 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. It W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 2'-0". 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY 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 li PER PLAN — lF LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1—#5 Z Z O ~ J 2 Z W � TOP OF LOWER = a BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON HUS24 ® EACH JOIST/ LEDGER BD. CONN. TOP OF HIGHER = WALL 2x8 RIDGE BOARD 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 BEAR ABOVE TRUSS NorHAND FRAMED VALLEY DETAIL #5 BAR DOWEL W/ STD. 90' HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR 1 II 1 BLOCK WALL HEIGHT TRANSITION DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" D.S.B. SHEATHING OVER WOOD TRUSSES STUCCD FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSK STRIP & ® JAMB HEAD LO (ONLY) SPECIFICATION MASONRY IOD FRAMING kR JOINTS TO 3/8' :AL) B" X 4" VAL SIZE) BLOCK UNITS . ANCHORS & )RCEMENT OTHER iE OR 16' O.C. EVER IS LESS %LT EMULSION THIN MORTAR 0 su I I nr.ATInN 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. O GLASS BLOCK INSTALLATION OROOF EDGE — — — — — — — — — — — — — — — —I OO O I ROOF I EDGE -------------- i I OIO RIDGE 4' O I 2 2 O 1O ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. OZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS 2 ® 6" 0_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 MICHAEL C. ANDERSON v1 7711 W In � (iz.D� W�, Cn u') CD r CV coo LC� W � N ~ r T w J 0 ~ _j IT x o U) - Q l¢L co z CD 04 OJOfotO Jm000CV ` J 0 z0Q�U (n Z 04 O a M LU J W H SHEET A 6ml PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION FL. LIC. AR0017305 PLAN REVIEW WINDOW TOP \r NAILING F VDOW B( SILL FL) SII BARRIER I CUT -f\� 'II 4TH CUT, I 1 MAKE A 6" CUT UP RD 3UTI i CI I FROM EACH TOP CORNER AT A 450 1 ANGLE TO ALLOW THE 450 I WATER BARRIER TO I BE LAPPED OVER THE I I I `I I `SI FIN AT THE HEAD OF THE WINDOW. I ID BOTTOM FLAPS INTO THE AND TEMPORARILY FASTEN VG TAPE 12" LONGER THAN THE ,S SHOWN (1E) SO IT THAT IT WILL EXTEND 6" UP FABS AT EACH CORNER (V FROM AND PRESS FIRMLY TO ADHERE ING TAPE 12" LONGER THAN THE �E #1 BY AT LEAST 1". DO NOT THE FRAMING (1G). MEMBERS. NG TAPE 4" LONGER THAN THE FRAME )VER THE NAILING FIN AND ONTO THE IOVE THE TOP OF THE WINDOW AND 2" 9AV FIRMLY. /D�DIt l rem /-Im 1IIIIIII ON AS C) S NAL ITIVE 1 3 1 I I I I I I I 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'-0" O.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 2x4 45' CROSS BRACING AT 4'-0 O.C. NAIL 2 X 4 BLKG TO W/(2)16d NAILS AT EA. 2 X 6 BLKG WITH 10d ® B" O.C. TRUSS WEB MEMBER NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 10d 0 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 ® 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 ® 32" O.C. OR W/1/2" DIA. ANCHOR BOLTS ® 24" O.C. ROOF SHEATHING 2x4 BLKG. ® 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 MATL.) TRUSS SETBACK PER FRMG. PLAN ROOF SHEATHING HURRICANE STRAP 0 EACH TRUSS PER FRMG. PLAN — 12 PER ELEV. 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN 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.) GABLE END SECTION @ HIP ROOF Y—Y 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-O" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE PLYWD, DECKING TOE NAIL (2) 16d EACH SIDE 2x4 BLKG. @ 48' D.C. 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' Q,C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 1/2' PLYWD. SHEATHING OVER 2x4 45' CROSS BRACING / / / GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. AT 4'-0- D.C. W/(2)16d NAILS AT EA. / / GABLE END TRUSS TRUSS WEB MEMBER NOTE: / )Y HOLD FACE OF GABLE END TRUSS IN 3/4' BEYOND BILK. TRUSS BOTTOM \ FOR CEMENTITIOUS FINISH 2x4 \ CHORD BLKG. AT \ \ 31E HOLD FACE OF GABLE END 4'-0- Q.C, REFER TO \ \ TRUSS BUT 1/4' BEYOND BILK, FRMG. PLAN \ \ \ FOR SIDING FINISH \ \ SIMPSON HETA20 AT EACH TRUSS \ \ VERT WEB MEMBER (24' Q.C. MAX) C2) 16d COMMONS TOE \ 16d COMMON NAILS NAILED EA. SI➢E \ AT 6' Q.C. TO 2x6 P.T. PLATE ---- EXPANSION JOINT AT CEMENTITIOUS FINISH • Bx8 U—BLOCK TIE —BM. FILLED / 2x6 P.T. PLATE W/ CONC. & (1) #7 BAR CANT. CANT. W/ 5/8' DIA. VERT. #5 BAR AT EA. REINF. ANCHOR BOLTS FILLED CELL PER FDN. PLAN ' @ 32' D.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' D.C. GABLE END SECTION X-X SCALD 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 EDITIOI MICHAEL C. ANDERSON FL. LIC. AR0017305 t STER PLAN REVISION 8-16-1� ti r1~ Oco l coco q o M W v1 Q Lo to 0) tV O 0) W O (V L J ~ 0*) W �coJ M Q o (n -QLLN a O -j C) (.0 —Im0co N mwca cy) F �C7 QUfYc.1U ZOQUJI Ill U) Z `o 0 cM IL W J W PROJECT NO. 17-015-064 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15 364.4 CUBIC FEET --------------------- SHEET A 6m2 (PLAN REVIEW REVISIONS OPEN TO FAMILY RM. BEYOND BAR TOP— � s :99 KITCHEN FAMILY RM. BEYOND FILLER NOTES: RNG KIT. AT RNG. 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F. BREAKFAST ROOM WALL MTD. LT. M. LAV O I- _ i� > o VB 27 W.C. FILLER BATH 2 C) 00 Q I LL_ ro O n O SH WR. RAD. OPEN LLER 5 12 0 0 REF W21 o1I OPEN TO 30 BEYOND : KIT. AT SINK SINK 1.1 m=1m DW DW/REF WALL MTD. LT. CER. TILE MIRROR // FILLER LAV LAV J J 0 0 00 Q ^ > 3�: O 1- _ I w I z� i� z i� > O VB60 M. BATH VANITY 30" _ RAD. 0 RAISE Q BARI OPEN 00 TO - o HALL C° 0_ I- HALL ARCH GREAT RM. WALL ELEVATION ro T_ 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. 1 /2" DRYWALL CD o KITCHEN (i- 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 I';--- u� FL. LIC. AR0017305 MASTER PLAN REVISION 8-16-18 � ti co co N In U) rn N Co m woN U rn ti J m w o J U) C7 Q U) U- � < ^LL QJD_'p(04N JmO� ^l �z-J W �wf=cock U W N U ZOQti III w U) LLJ Z L0 O 04 cv) a w J w F_ PROJECT NO. 17-015-064 DATE DRAWN 3-4-19 DRAWN By MCA CAYMAN 1763 B1 LIVING 1763 SQFT SHEET A 7mO I L D '11A 1111411 II I I 11 n D y LV UIN -Dills KNEEWALLS BY BLDR T.O.P.@ 11' 4" NOTE: TRUSSES ARE DESIGNED FOR ASPHALT SHINGLES. IF OTHER ROOFING MATERIAL IS USED, PLEASE NOTIFY TRUSS MANUFACTURER. " ROOF TRUSS WEBBING IS DESIGNED w/ 2x4 SYP# UNLESS NOTED OTHERWISE, SEE ENG'g FOR SPEC's FLAT CEILINGS @ BEARING HEIGHT UNO NOTE #1: PLYWOOD NAILER BY BLDR NOTE #2: TRUSS (T03) END VERTICAL HELD BACK TO AVOID INTERFERENCE WITH LOWER TRUSS. PAD OUT OVER J7 TO CREATE SIDE WALL OF POP UP. HATCH LEGEND SLOPE CLG 8' - 8" Clg. Hgt. 8' - 0" A.F.F. 12' -11" A.F.F. * NU i E: ALL I HW)b 1 U WALL ANO/ UH i RU§S 10 LEDGER CONNECTIONS BY BUILDER 9 =d (UNLESS NOTED OTHERWISE) € * NOTE: ALL CEILING DROPS BELOW BEAM ARE _ w �- BY BUILDER (UNLESS NOTED OTHERWISE) ...--------:........._..-------.......... _......_...:. * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. a a s THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN E w OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. � e a - REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS = = = _ ' _ " ~ ' 4 a! FOR GRAVITY AND UPLIFT LOADS. `a .+ c N9 Ezq O C= O L a y FOR BRACING BRACING & ERECTION DETAILS REFER m m � " _ _ " V c _ ^= W p TO SCSI-03 AND/OR ENGINEER OF RECORD w T t a E= = 9 " .3 g = e m N d N a = _ = d o C m e REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING _ d=� ( NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS) " CA, i JUS24 THD46 `H> v E e o= 3 ® JUS26 MSH422 3 _ e 5t tin C , THD26 MUS26 - - - a a �•¢ y o 000>�vogo _o d = `m C THD28 `LI HANGER BY o = a `c r E c'^ __ m E H m '� \..—/ BBB BEAM BY BUILDER _ E = o wa w g m 0 = o c m-r = o 'a * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON " a - d TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 e e a d a = � STRAP (BY OTHERS) UNLESS NOTED OTHERWISE a „ od _ o (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING ROOF FLOOR WIND LOAD o•=� =a d o e LIVE LOAD 20 ASCE 7-10 a> c N= Y C- its L=d = o a a o a d= 3 0 0 e� DEAD LOAD 7 160 MPH EXP B _ " ~ E d= Q1 1•'_ m N '_ � = O � n LIVE LOAD 10* CATEGORY II o 9 = a -6 Z ; 0— m c=i DEAD LOAD 10 ENCLOSED o E _ F-Im c 1m __ s _ E _ Q=- TOTAL LOAD 37 FBC - 2017 — = o M d c z DURATION FACTOR 1.25 TPI - 2014 = E d o REVI DATE BY REMARKS a 9 " c • C C 'a 9 `o 0 . _ i c M m c v rn ,r °> a v m o~ E o a, OC ra _ o •- a a _E r o 0 m a3v >y 0 o N E 9 Lar c a = ad v 0 .o. ` o t It is understood that above ~ € conditions have been reviewed ❑ APPROVED & are acceptable for the fabrication at trusses, ❑ APPROVED A5 NOTED C' e a elevations, pitches, overhangs, w ❑ REVISE AND RESUBMIT fascias,ceiling _ _ d elevations/pitches, bearing REJECTED conditions & all detail pertaining E 5 E to this truss placement plan. No •'•• = 9 6 N N =1 N back charges will be accepted ` " _ DATE _'�� without previous written = g g = approval from an A-1 Roof a Trusses representative. REVIEWED BY a = e o a E'er �+ = a.N m E PLAN DATE ARCH: 08/07/18 STRUCT: / /— °' _ _ � � d •- '- Cz 9= O a a ? s v = aQ CUSTOMER RENAR DEVELOPEMENT CO _ a L, E E rq•* ' Ifgglf gW kLi Dluglt€Illy s1gr�Qt� Anthony T. TDmbD III +� Anthony TDthP'D@WHEnglneering.ne n j it �,NZAnthony77amb01110 'Whole "al la o Englq'esaig, LLC", L-Ft. Pierce, A��tt zo.tE6k66 r.a t E1 0 nz "FCLI'Uf 3015 tr2 e °4 FASCIA 303 It Truss �I�s�e� HIP LINE 122 N Truss I.D. �� �jjT # {, VALLEY LINE 24 ft Gravity (> 5,o00s Lrpfitl S L 00 IVOo#1 � yHAE E11 NG AREA U NDER VALLEY TRUSSES AND h�' � b( YWASTE MATERIAL NOT INCLUDED Horizontal (> 350#) w" BLDR TO VERIFY CALCULATIONS JOB NAME CAYMAN 1763 B1 ELEVATION d d a d E_ e s o ,E c e -o do .� OPTION(S) 15X10 COVERED LANAI _ d s r a l a o � _ C. COMMNTY o o a c e MORNINGSIDE / lot 64 /LOT # — E - � c = o L o o t 3 •� v � 0 3 CITY FT PIERCE, FL _ COUNTY ST LUCIE BLDGBLDG GARAGE TYPE # RIGHT C= d= C N O d N= L E m `- E c � o '- JOB # 75520 MASTER WRMSCMB1L15X1O d s ,d a o DRAWN SCALE DATE 08/30/18 RN N.T.S. WEA ��ooe= z O G 0 W E SCANN EL' BY St: y 9 d C'6# _ Lucie Countyo " = E a" - F v o '•' �^o- .- A FLORIDA CORPORATION a Ph 772-409-1010 / Fax 772-409-1015 = C. http:11www.aItruss. com /903-D11301R a'E N = 'E I