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HomeMy WebLinkAboutPLANSBUILDING PERMIT: OPENING SCHEDULE SWING DOORS, 01 OPENING PRODUCT ID 3068 EXTERIOR SWING DOOR 16070 OVHD OVERHEAD DOOR 8068 S.G.D. SLIDING GLASS DOOR Q WINDOW Q FIXED GLASS 0 WINDOW DD WINDOW FIXED GLASS UNDERLAYMENT ASPHALT SHINGLES EXTERIOR SOFFIT HURRICANE SHUTTERS (2) 3068 EXTERIOR SWING DOOR PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT 90, BLOCK * PHASE IIA, FT. PIERCE, FL 34945 lERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: MODEL# MANUFACTURER GLASS HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FIBER -CLASSIC JAMBS: #10 X 2.1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" THERMA-TRU 3/16" TEMPERED DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. SMOOTH STAR STEEL TRACK BRACKET TO WOOD: 5116" X 1.5/8" LAG SCREW (FULLY THREADED) HEX MODEL 9100 WAYNE DALTON >> WASHER HEAD ONE PER BRACKET- (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK 420 SH 185 FIXED 185 SH 185 SH 185 FIXED 185 30# ASPHALT SATURATED ORGANINC FELT HERITAGE CONTRACTOR: JEFF M07TRAM ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES FL15225.5 +/- 67.0 PSF (MIN) FL9174.6 1 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) HEAD: SPACED 8" FROM CORNERS,17" O.C. MAX. JAMBS: SPACED 6" MOM CORNERS, IT' FL15332.6 +/- 40.0 PSF (MIN) MI WINDOWS AND DOORS 3/16" TEMPERED O.C. MAX. SILL: SPACED 6" FROM CORNERS, IT' O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-114" MIN. EMBEDMENT) MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMB$:6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS D ANCHORS ANCHORS FROM MI WINDOWS AND DOORS „ 1/8" ANNEALED ARE #10 WOOD SCREW (E3/86 MIN. EMBEDMENT). MASONRY 3" CORNERS, 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. FL15349.9 C+/-5=PSF(MIN) Ai ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS:6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPGONS 0-1/4" MIN. EMBEDMENT) MI WINDOWS AND DOORS 1/81' ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3ANCHORS, JAMBS: 5 ANCHORS FL17499.2 +/- 60.0 PSF MIN MASONRY ANCHORS AR„ MI WINDOWS AND DOORS 1/8 ANNEALED ARE #10 WOOD SCREW (E-3/8g MIN. EMBEDMENT). MASONRY ANCHORS: 3W FROM CORNERS, 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS,16" O.C. MAX. FL15349.9 +/- 55.0 PSF (MIN) 1 TAMCO BUILDING PRODUCTS, INC. TAMCO BUILDING ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS 24 GA. GALV. EASTERN METAL BERTHA STEEL SUPPLY, INC. STORM PANEL FIBER -CLASSIC ( THERMA-TRU SMOOTH STAR TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND NAND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIEFZ RAM AIR MEAN SNOW DESIGN Frost heal T,xmitec DESIGN UNDERLA�•.^��(F HAZARDSs FREEZING ANNUAL Spec! Topographic , TEMP- REOUIREE INDEX' TE1.p LOAD (mph) eflecW (NA) CATEGORY depth WA Sea Fig. R301.2(4) WA Negligible NIA V"y N/A WA NIA Hawy For St 1pcudpar square fool= 0.0479 kPa, l mile per hear =0.447 rate. a. VJWlhedngis'Yeoibb" formrcmteasdearmirodbomtla Waamanng Probability MaplFig r R301.2(3)1 TNs gala of masary wile dlep bedatrn+reo from ASTM C 34. C 55, C 62, C 73, C 90, C VS. C 145, C 216 or C 662. b. Reserved c Termite infestatim per Figure R301.2(6) is'Very 119101" tied m a sileaec pacbasis n accudsrvs d. V" speed shall be from the basic wino speed map [Figure R301.2(4)1 VAnd exposum category shall be eetMm with Section R301.2.1.4. ivn ,4garida D dlfe Fbide B"Ydrp Cade, a. The pmdoae design dry4u9b temperature shall be selected tram fla mtumm of 97112-percera vaaas for w'saer as his Dd the Fi ae buldng C"* Plumbing. Dwiatiorafmmd*Appmsix DtKnPOMbaeeshBllbepe dodmrefledbcal GimemsmbcelweWWWpa'ec* L Reserved. g. The applicANe govemirg body shah, by local I oodplain floodplein management aQ"arlca. specify (a) 0a dak al s rand S6xty mad (U 6a Fcod Insurance Program(dete of adoption ofthe feat code or ordinance fro mwwgamerd offlood hazard �re�s).(b)� delet ) cite Fbod panel numbers and dales of all twenty effective FIRM and FBFM, oroffar9ood hazard map adapted by this adhoriry ua^til?� ass"e'vss" h. Reserved. I. Reserved. I. Reserved IL 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 REQUIRED: ATTIC AREA = 2.353.3 SO. FT. VENTILATION AREA REQUIRED = 2,201.0 SO. FT. / 150 (F.B.C. R806.2) � 14.67 SO. FT. PARAMETERS: LINEAR FEET OF 16- WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33) = 275.6 SO. FT• NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED - 275.6 SO. FT. X 11.74 SO. IN. / SO. FT. X 1 SO. FT. / 144 SO. IN. = 22-47 SO. FT. CONCLUSION: VENTILATION PROVIDED = 22.47 SO. FT. > VENTILATION REQUIRED = 14.67 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND «>> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MA IMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. GALV. ROOFING NAILS,11 OR 12 GA., WITH AT LEAST 3/e" DIA. HEADS, LONG ENOUGH TO « PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6.18" ABOVE BUTT » EDGE, APPROX. I- & 13.1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS >> ATTACHED THROUGH FASCIA AT 16" O.C. ALL ANCHORS ARE 1/4" DIA. TAPCONS {1-1/4" MIN. EMBEDMENT) 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" HEAD:1/4" X 3-3/4" TAPCONS SPACED 6" FROM CORNERS, 3" & 6" FROM 3/16" TEMPERED MULLION. JAMBS:1/4" X 3-3/4" TAPCONS SPACED 6" FROM CORNERS,14" O.C. MAX. SILL:1/4" DIA. X 2-1/4" TAPCONS SPACED 6" FROM CORNERS, 3" & 6" FROM MULLION. I have ,@Viewed the above product approval information and approved/it. Name: A (�l Ll/cJQ 1^ roYl Signature: � Certlllcation Number, Alt C)Q 17 ;1'01- DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-7.0 HVAC PLAN PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ULTIMATE DESIGN WIND SPEED140 MPH 160 MPH X 170 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD:10 PSF BOTTOM CHORD: LIVE LOAD:10 PSF DEAD LOAD: 7 PSF Q (NON -CONCURRENT) 1 FL12328.7 I 1 A FL18355.1 FL12019 I (+/- 70.0 PSF (MIN) � Al FL 11968.3 1 +70.0 - 80.0 PSF FL15225.5 1 +40.0 - 40.0 PSF COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.0 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.0 PSF 50 TO 99.9 24.7 PSF / -31.0 PSF 100 TO 499.9 23.5 PSF / -28.0 PSF 500 AND ABOVE 20.6 PSF / -22 F COPY RECjj�ED OR CODE COMPLIANCE ST. LUCIE COUNTY BOCC �'' 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 to LO rn o CD W <OCV w JLL DID �z LL Cl�WCDCD _1m000N (IW] J 0 �WLLC°OC�i ZOQU �`ncoO a M W J W PROJECT NO. 17-015-090 DATE DRAWN 7-25-19 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT =CUBIC SHEET q� �Y.R BY 13'-0" 25'-0" 36"X36"X16" DEEP CONC. FTG. W/ 3-#5 E.W. 2'-0" 3'-10" 4'-0" 4'-2" 3'-10" 7'-2" A r -1 II — — — — — — — ------- q I B 1 I I G o w 1 _ 1 I 3" V.T.R. N 1 ■ I M ao � n I it 1 -5 7/8 3'-8 7/8" 3'-2" 3'-8 7/8" 7'-3 1 /8" T I I I I 3 I —J r---- 16'-5 3 8" I■ W.C. — ---- LAV 3" V.T.R. o of I J RECESS = 1 2" I Jp 3" V.T.R. in in SLAB FOR \ 1 1 I L 1 LAV Il HB I 1 S.G.D. 2„ 1 i \\\ I I 1 W I TUB I , ■ I -to III L V L VRECES1 SLAB 3" 2" 1 1 ��. I 3 1/2S FOR SHWR. I I/s;HWR. WASH 1 1 �a I---__—_--- 2" I W.C. 1 1 to1 1 11 1=SZR3 1■ r i I TUB ^B 2" ■ 1 ' " III 4" 2500 PSI CONC. SLAB W/ I AV 1 0— Q 1 I I I O FIBER MESH, AND/ON 6X6-10/10 1 1 2' IWMM WITH MIN. 1" COVER ON 6 ■ 2" I 1 LOOP 2" I II MIL. POLY VAPOR BARRIER OVER 1 SINKIcli 1 11 TERMITE TREATED COMPACTED ljl� -II REFERENCE I II� CLEAN FILL. 3L " FINISH FLOOR 1 11 I I CLEAN ■ 8'-4 3/4" I 19'-4 3/8" 4" MAIN OUT I IrKI■ L11 INDICATES C.M.U. CELL FILLED TO SW/ CONCRETE AND (1) #5 VERT. OR SEPTICTANK �j I I REBAR CONT. FROM FOOTING I ^ SINK 1 1 TO TIE BEAM (TYPICAL) SCHEMATIC PLUMBING RISER DISP. I I I jJ l 19'-2 3/8" 1 ■ I 11 III I II I 1 II 111 W M Ht A DW II I I o , 1 ----- -------I • _ 1 1 �1 -0'-4" ■ I /�// CHASE FOR ELECTRIC L I I �A/C _ - _1_ TO ISLAND to I CHASE 1 I a 1 19'-4 3/8" I I 0 I B co I 1 I 1 I � L' I 1 ■■ w I I I g I■ D I • J SLOPE DOWN 1" I ♦ A ♦ rn I F AT GAR. DOOR Dto ♦■ ■♦ -- -�--- • ■ N - - -5" -I4'-10" L 3'-5" L 6'-4" 1 20'-0" 38'-0" I■ HS Lo I C O W _ cn 6x6 - 10x10 WWF — 6x6 - 1Ox10 WWF w OR FIBER MESH OR FIBER MESH a CONC. a > SLAB - o GRADE 2- BA S �-� 8" 1'-4 / A \ DETAIL 1 (N CONC. w SLAB a 8" H1 DETAIL 1 CONC. SLAB 00 4" 8" G1 \ DETAIL -42" X 42" A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71-0" BD = 68'-2" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH 2-#5 BARS 8" BARS L -4" 2'-0" B DETAIL DETAIL C 1 1 CONC. w SLAB � a - > v # o GRADE BARS 11BE OW) 8"1'-4' D DETAIL 1 ES 6x6 - 10x10 WWF OR FIBER MESH CONC. 1 _0" SLOPE SLAB 2_f� = GRADE BA S I F DETAIL 1 CONC. 1-#5 SLAB BAR o 4' 8" G DETAIL 5 1 /2" FRAME 7 5/8" (BLOCK) cn SLABCONC`of ' SLAB v a M > I 2-#5 /-� 8 1'-4" BARS \ DETAIL - S.G.D. 1 1-#5 CONC. BAR SLAB w it � a t H�� DETAIL 1 CONC. 2-#5 SLAB BAR 4" 4" K DETAIL \1111 SLAB 8" VARIES 8" iv SHOWER = SA \ = ATCWALL = GRADE RE�ESS 2_#---- o BARS--_-�,�� L DETAIL M DETAIL' 1 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. 3' M DETAIL FOOTING 4, REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 FOUNDATION PLAN SCALE 1/4" = 1'-0" 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) ' 3YEVIE VP�L4 LD 4' i LU IF MICHAEL C. ANDERSON FL. LIC. AR0017305 Al MASTER PLAN REVISION 11-7-18 —1) r- rn o m H w J � o (4 ' Q LL CO z 0JX'Oco �1 Jm0�N ` nw] J P �w�t°oU' UO Q V Z of U) LIJ 0) `o 04 O M 0- w J LLI PROJECT NO. 17-015-090 DATE DRAWN 7-25-19 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A lmO RNG REF KIT. AT RNG./REF. KIT. AT DINING RM. WALL MTD. LT.--i,,,,. OPEN TO BEYOND SINK all of_ r0SB27 :ISBTO3" FILLER DW KIT. AT ISLAND ■■■■■■I • .. • - ■NNN■E, ■■■■EN ■■■■EMI MESSES M■■■■E Room NOMINEE ■MI ■MI■■MI■ VB42 V642 SHWK. M. BATH VANITY BATH 2 FCER. TILE INTERIOR ELEV. NOTES: 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. 4. SHOWER HEADS AT 6'-8" A.F.F. i!f 1 0 O 8'-0" HDR. HT. TOP OF BLOCK +9'-4" A.F.F.- VENT MICROWAVE THRU WALL 13'-0" -4" TOP OF BLOCK TOP OF BLOCK —'I +9'-4" A.F.F.alrr +8'-0- A.F.F. LANAI 8'-0" CLG. C©� 2'-4" 12'-0" 25'-0" (D O 6'-8" 6'-8- HDR. HT. HDR. HT. ■ ■ ■ ■ • EGRESS Q8'-0" CLG. EGRESS 1 Q r---9'0"- CLG. -- ----1 I Yp 18'-8 3/4" M.BR. I COFFER CLG. I - 15'-0" 3'-2 1/2" 7'-6 II 3/4" 2'-11 ( /2" © O 9'-4" CLG. 10'-4" CLG. - - - - - o) I 17'-8 1/2" m I I I >'-o"I FAMILY RM. TYP• `� COFFER CLG. 1 I N � I I h M I I � I I � I +8'-0" BRG. WALL HT.- ?'-0" I- 3'-9 1 /8" 2'-5 1 /2" 8'-0" CLG. TEMP. GL. ENCL. ON 42" H. WALL 6'-3 1 /2" 00 00 n I 8 -0 CLG. I +8 -0 BRG. WALL HT. 9'-4" CLG. 1 ''-0" W-O" I_ 9'-8 1 /2' - - — — — , I FOYER r 42"H. 1/2 10'-4" CLG. 1 WALL 1 1 '—G DINING I 0 o COFFER CLG.I I M I I I 10'-4" CLG/ - CLG. HT. in 9'-4" CLG. I A M A B 8'-8- 8 8'-8- TOP OF BLOCK HDR. HT. HDR. HT. + '-4" A.F. . 8'-8" HDR. HT. 3'-0" 1' ABV. " I 4'-10" 1 3'-5" I 6'-4" 8'-0" CLG. m 5'-0 5'-0" i tO 8,-0" CLG. vi cr V) I v I 8 • 12'-5 1 /4" O 6'-8" BR.3 H T. 8'-0" CLG. \ ■ EGRESS M Q0 9'-11 1 /2" I -in ■ c 2 G 12'-5 1 /4" BR.2 N ■ co 8'-0" CLG. 'I-- 1-1 h I O I 0 6'-8" d HDR. HT. ■ EGRESS 0 COND DOOR SCHEDULE 0 SIZE PER R.O. SUPERLDG. Q REMARKS 1 3068 SWING 1 EXT. DOOR 2 8068 S.G.D. 1 EXT. DOOR 3 2868 SWING 1 SOLID CORE 4 1668 SWING 1 INT. DOOR 5 2868 POCKET 2 INT. DOOR 6 2868 SWING 4 INT. DOOR 7 4068 BIPASS 1 INT. DOOR 8 2468 SWING 4 INT. DOOR 9 16070 OVHD. DR. 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE PER R.O. SUPERLDG. Q REMARKS A 25 SH 3 MUNTINS MULL TO "B" 8 38" W. HALF RND. ARCH TOP 3 5 LITE MULL TO "A" C 35 SH 1 D 25 SH 5 E 36" W. HALF RND. ARCH TOP 1 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. (2)2x8 BEAM W/ TOP OF ARCH 2x4 TOP PLATE ACROSS ENTRY—x +9'-2" A.F.F. c ss TOP OF BLOCK GARAGE +9'-4" A.F.F.Y-1 o b 8'-0" CLG. °i =a v I RAD. iv 1' 8" 4'-4" 1' 8" ■ PROVIDE 5/8" DIA. TAPCONS SPACED 6" O.C. FOR P.T. 2X4 2x4 BLKG. BTWN. TO BLOCK WALL FACES OF SOFFIT HB CONNECTIONS 16"W. SOFFIT AND SIDE WALL b LIVING RM. CONC. BOX OUT BLOCK WALL ® n 12"0 RND. FOAM COLUMN 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 CONIC. 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 ENTRY ARCH SOFFIT DETAIL OP OF BLOCK SOFFIT AND BOX OUT TO USE 2x4 BLOCKING WITH +8'- " A.F.F. 2'-0" 16'-0" 2'-0" FLOOR PLAN 20'-0" SCALE 1 /4" = 1'-0" 38'-0" TOP OF ENTRY TRUSS BRG. HT. +11 -0 A.F.F. i KNEE WALL ABV. BLK. WALL W/ 1/2" DIA. EXP. ANCHOR W/ 6" MIN. EMBEDMENT TOP OF BLOCK o +8'-0" A.F.F. I NOTE: PROVIDE SIMPSON "SPH4" AT TOP OF KNEEWALLS AND "LSTA24" FROM FACE OF HEADER TO VERTICAL FRAMING -GARAGE CONC. BLOCK WALL °01352 C0MPL1? N.0 w 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 EDITI MICHAEL C. ANDERSON FL. LIC. AR0017305 MASTER PLAN REVISION 11-7-18 to rn �- fV o m W to CV ~ 0) w o � � M U) - LL 00 Q CD �" z QJ�OCO _jm0hOD.N ZOQ�U co 1° cm O d c+i W J W H PROJECT NO. 17-015-090 DATE DRAWN 7-25-19 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET 6"W. RAISED TRIM (PROJ. 3/4") NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 CEMENTITIOUS 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, COATING ON LATH RIDGE HEIGHT FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF 20" W. ARCH SOFFIT PER +18'-7" A.F.F. ROOFING CEMENT. DETAIL ON SHT. A2.0 — 6"W. RAISED TRIM 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X (PROJ. 3/4") BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED �O BUCKS — SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. TOP OF ARCH 12 FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING — WINDOW +9'-2" A.F.F. SCORE LINES 16 WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). CEMENTITIOUS COATING ON LATH 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED I ICI • I�II�II�II�I ICI ICI !�I ICI Tv �z 12"+a FOAM 6"W. HALF RND. FOAM TRIM g 6"W. HALF RND. 1/2 COLUMNS W/ MATCH TRIM HT. AT LIVING RM. WINDOWS FOAM TRIM 3" HALF RND. TRIM RETURN TRIM AT TOP/BOTTOM ALONG SIDE WALL FRONT ELEVATION SCALE 1/4" = 1'—O" ix3 OR ix4 P.T. BUCK SET IN SEALANT AND NA&W W/OY. hi/2' CASE fC/C'ED CNAYS AT fY 0/G MAX CONC. OR MASONRY `'DRIIYVL. � CAUlIONG FASTEN 7tY711 BIXY(BUG( W/ 3/1fi x3 1/4� TAPCON Sp7EY5 O 24 0 MHOLES BY MANUFACRM FEYLTNR000S FINISH HEAD DETAIL_ WINDOW SAAXO FYBsl PDVEIER CAOAINO GONG OR MASONRY Ix4 OR 1x6 P.T. BUD( SET N SEALANT AND NAM W/T-1/2' CASE HARDENED NAILS AT 24' 0/C p ' MAX DRYWALL BOARD CAUAW DOW FRAME FAM IHRU 9= W/ W/ 3-1/4' x 1/4' ) TAPCOIS Ai 24' 0 MAX N BY YANUFACIMWACH PURER JAMB/HEAD DETAIL (SGD) REAR ELEVATION SCALE 1 /4" = 1'-0" NOTES BY MMNFACNRER / SIXURE FRAME TO SYL PfRUM CAUYAND INTH 9UK�VE' Cami US PUSH X"r—CAUIKINC CONC. OR MASONRY ix3 OR 1x4 P.T. &a SET IN 091. _ ;Q SEALANT AND NAILED a ' : Ou Ro "o w/1-1/2' casE 1LIROENEO COY. NAYS AT fY 0/C T MAX L- raGrrsT M Fam DRYWALL BOAS �� CAIAIWNO JAMB DETAIL WINDOW Do- 0 FLOOR COVERING "j �—tpVE� STAB SILL DETAIL (SGD) SILt.DETAIL WIND❑W COW: OP MASONRY ORYINI DOMWQ ° e. DOOTIBM DDLW FRAME FASIEAm TWKONiI BUIX W/ 3-1/4' x 1/4' (MNJ TAPCMM11 M(TN j1J TAPCOH 00EA ((� 4 EO 5 TAPODVS GLEAEA iERBGY. LEG W/ MIL FUND O 1 5/B' HEAD/JAMB DETAIL EXT DOOR — TOP OF BLOCK +8'-0" A.F.F. 12 61 CEMENTITIOUS COATING ON BLOCK 00 20" SIDE WALL RETURN 10 LEFT ELEVATION SCALE 1 /4" = 1'—O" 12 16 CEMENTITIOUS COATING ON BLOCK Go 20" SIDE WALL RETURN tO TOP OFSLAB — — —�IF— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +O'-0" A.F.F. — DOOR lIrXSHOD SET N BED OF CAULK 4 9 FASIFNED TO SLL W/ --�--1-�- 3/16' DNA. TAPCOVS 1 1 0 iB O/C uFLOOR CO�lIG PIIIOUS FINISH - ." o ' 'IER CMAIONG -e b0 .O . db° mu " T ER SLAB XFm+O J SILL DETAIL EXT DOOR RIGHT ELEVATION ATTACHMENT PER MFRS. RECOMMENDATIONS 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS GUNGKLIL U 16LVVK TIE —BEAM TOP COURS HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL ATTACHMENT PER MFRS. SEE PL N RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS SOFFIT DETAIL CONTINUOUS VENTED SOFFIT N.T.S. SCALE 1 /4" = 1'—O" 2x4 VERT. AT EA. FACE OF PRECAST LINTEL AT TOP ARCH W/ (3) lGd NAILS AT BLOCK COURSE EA. END TOE NAILED W/(2)� 10d AT BUCK 2x4 SCUD BLOCKING (FULL 1 Q TOP OF BLOCK WALL WIDTH OF WALL) EITWN. PLYWO. ARCH FACESW/ (3) — Li tOd NAILS THRU PLYWOOD P.T. (2) 2X4 BUCK - INTO EA. 2x4 CONNECT TO BLOCK W/ 6(e x 3" TAPCONS (1 1/4' MIN. P.T. (2) 20 BUCK - EMBEDMENT INTO BLOCK) 2X4 VERT. BRACES CONNECT TO BLOCK W/ *m x 3' TAPCONS (1 1/4' MIN. EMBEDMENT INTO BLOCK) 15/32' COX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ Bd NAILS AT 4" O.C. PROVIDE )W x 3' TAPCON (1 1/4' MIN. EMBEDMENT INTO 2x4 SOLID BLOCKING (FULL BLOCK) AT EA SIDE BUCK-0) WIDTH OF WALL) BTWN. PLYWD. WITHIN 4' MIN. TAPCON OF — ARCH FACES W/ (3) 10d NAILS START OF ARCH THRU O.S.B. INTO EA. 2x4 BUILT-UP PLYWOOD OR MASOITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ Bd NAILS SECTION A —A I' x 3' J BUCKCONTINUOUS REVIEWED FOR CODE COMPLIANI ST. LUCIE/�C/'�OUNT BOCC 15/32' CDX PLYWOOD A -A PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. CONTINUOUS CONC. BLOCK UNTEL PER PLAN BUILT-UP PLYWOOD OR MASKNITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ Bd NAILS ARCH OPNG, LINE OF RECTANGULAR ROUGH OPENING ARCH IN MASONRY 0ENG. DETAIL Q MICHAEL C. ANDERSON 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) .40 FL. LIC. AR0017305 MASTER PLAN REVISION 11-7-18 Lo Lo rn .- cV o 0) H— 0) c� N W o J 55 Ch (n - LL CO Z Q OJ�Oto J m O rD N r �.wLLCD0 ZOQci U � W) 1N. 2 co a w J w PROJECT NO. 17-015-090 DATE DRAWN 7-25-19 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SH A 3.0 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'—D" 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 0 (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST UNTELS 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 (2) HETA20 -\ NOTE: BRACE WALL WITH 2X4 BLKG. AT BOT. CHORD EACH SIDE - PROVIDE TAPCONS SPACED 12" O.C. STAGGERED ON LANAI SIDE & HETA20 ON TOP OF WALL NOTE: TRUSS LAYOUT IS SCHEMATIC. REFER Q TO TRUSS COMPANY LAYOUT FOR TRUSS LABELS AND LOCATIONS. 0 DESIGNATION ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL MODEL # ALLOWABLE LOADS NUMBER) 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 SIMPSON MGT (IN FRAME WALL) < 3965 > 22-10d / 5/8" DIA. A.T.R. SIMPSON PHD5 (IN FRAME WALL) < 4685 > 14-1/4"X3" WD. SCREWS / 5/8" DIA. THRU-BOLT SIMPSON HTT16 (IN SLAB) < 4175 > 18-16d / 5/8- DIA. A.B. W/ 7" MIN. EMBEDMENT /-SIMPSON SET" EPDXY TIE ADHESIVE °0® 0 m pp !I PRO, Ino It 011/010001. fi■ 9010.1 BRIG. 1� i n Itl 3 Will', f BRACING, TYP. wC IVAN! 614 If .P mimim ■ Iai Mal iETA20 PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 81 950 PLF 361 PLF B-2 160" 8F16-1B/2T 1075 PLF 770 PLF B-3 70" 8F16-1B 4144 PLF 1930 PLF B-4 112" 81 1818 PLF 980 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 54" SF8-1B 2170 PLF 1660 PLF u [eve y BU8 8F8-1B BF16-1B/iT # MJEBll RDD P IE 1-1/2' CLEAR r FF = FILLED WITH GROUT / U UNFILLED_ % •'. QUANTITY OF REBAR AT ' N U. BOTTOM OF LINTEL CAVITY `.+ 8F16-1B/1T �" GROUT NOL NOMINAL WIDTH J QUANTITY OF � i0 � #5 REBAR AT BOTTOM NOMINAL HEIGHT-] REBAR AT TOP OF LINTEL CAVITY TYPE DESIGNATION Ls_mA 8' NOMINALL WIDTH (2)2X W/ PLYWD. SPACER BEAM AS NOTED PER PLAN SPH4 (TOP — PLATE TO STUD CONNECTOR) TYP. 2x CONT. STAGGERED MID —WALL BLOCKING (WALLS OVER 10' HT PROVIDE BLOCKING 4'-0" O.C. MAX. — 2x STUD 16" O.C. A I 6"_ MAX. ROOF TRUSSES OR 2x RAFTERS 0 24" O.C. CONNECT W/(2) 16d MIN. COMMONS TOE —NAILED TO TOP PLATE SEE ROOF PLAN FOR REQ'D STRAP AT EACH MEMBER. SPH4 (TOP PLATE TO BEAM CONNECTOR) ® 16" O.C. TYP. (BM. TO STUD FLAT ARCH CONNECTOR) TOP PER PLAN NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D �-- AT INTERIOR BEARING WALLS NOTED FRAME OPNG. ON PLANS AS SUPPORTING GRAVITY PER PLAN LOADS ONLY (NO UPLIFT LOADS). (PROVIDE (2) CONNECTORS SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER 6' OR NUMBER TO MATCH AS NOTED) NUMBER OF STRAPS ABOVE OPENING \-1/2" DIA. EXP. BOLT (2 %" MIN. EMBEDMENT) W/ 2" X 16" THICK WASHER 0 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL FRAMING PLAN SCALE 1 /4" = 1'-0" 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) A 'IF —WED 7,'1D�3J MICHAEL C. ANDERSON FL. LIC. AR0017305 Al PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 LO LO O � to W 05 cm J ~ 0 cto N W CO J � M ^QWCO JWOCCO �Z LL 0LU JOOQtco-cm �^jW] J G�OQIrn0 �WF:cg0 ZOQCIIU Itco CIO `r' 04 O a M W J W II — PROJECT NO. 17-015-090 DATE DRAWN 7-25-19 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SOFT GARAGE 385 SOFT LANAI 160 SOFT ENTRY 54 SOFT TOTAL 2280 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 4m0 ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED, BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 * 20A RECEPTACLES. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL- ELECTRICAL CODE AND 2017 F.B.C. LEGEND { SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE RECESSED LIGHT WALL MTA BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE �1 fV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) fOO WALL MTD. SMOKE DETECTOR Q CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON OXIDE DETECTOR CHIMES _KZ3 T CHIMES PUSH BUTTON TELEPHONE JACK 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 O 110 V. JUNCTION BOX SWITCH @ 42' A.FF. 11- RHEOSTAT SWITCH @ 42' A.F.F. TP11 TOUCH PAD FOR SECURITY SYSTEM OV CENTRAL VACUUM OUTLET LOCATION LQ ELECTRICAL DISCONNECT OUTLET FOR MICROWAVE COACH LTS. PREWIRE COACH LTS. PREWIRE ELECTRICAL LOAD CALCULATION 1674 S.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISPOSAL DRYER SUBTOTAL FIRST 10 kVA AT 1D0% REMAINDER AT 40% TOTAL Of OTHER LOAD 10 kVA OF AC AT 40% TOTAL 23.000 VA DMDED BY 240 V POOL SUB PANEL TOTAL USE 150 AMP 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT 5.0 kVA &0 kVA 1.5 kVA 12.0 kVA &0 kVA 1.5 kVA 1.5 kVA 5.0 kVA 32.5 kVA 10.00 kVA 9.00 kVA 19.00 kVA 4.00 kVA 23.00 kVA 95.8 A 30.0 A 125.8 A ELECTRICAL PLAN 2" RIGID O.H. SERVICE F.P 3-#2/0 XHHW 150 150 32 CKT AMP PANEL I I C/B 3#1 CU THNN 2" CONDUIT NO. 4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. IF NOT CU USE - SUPPLEMENT GROUND SCHEMATIC ELECTRICAL RISER SCALE 1/4" = 1'-O" 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 El METER NO. 4 CU. WIRE TO 5/8" x 8'-0" GROUND ROD REVIEWED FOR CODE COMPLIAh-_ ST. LUCIE ,'"'�'j' BOCK• An MICHAEL C. ANDERSON w l �L FL. LIC. AR0017305 PLAN REVIEWIREVISIONS Q BUILDINGMEN-1 MASTER PLAN REVISION 11-7-18 ti o � Q "1 q� \q \ w W 0) N O> li CD t 1fl W � CV J ~ 0) W J � � C o N ' Q LL cli cq CO WJ QW'0co J co CO N a J in� J J m � E: rfl C� ZOQ�U wInU)O � d W J Ul - L=======J PROJECT NO. 17-015-090 DATE DRAWN 7-25-19 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SOFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET um 12 IPER ELE V R-30 INSULATION 1/2" CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONI PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 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 - WD. BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL CONNECTOR PER ANCHOR SCHEDULE 3/4" PLYWOOD SHEATHING - DECORATIVE CEMENTITIOUS COATING ON LATH - g-WND-W HDR HT PER PLANS ALUMINUM TRANSOM WINDOW - NTH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 1 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH -� 1/2" PLYWOOD SPACER a-DOOO-R HDR HT ' PER PLANS 5" ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN,_ P OF CK T REEFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW. HDR. HT. PER PLANS RAISED CEMENT111OUS 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) Ah 0'-0" - Y TOP OF SLAB FINAL GRADE j STUCCO STOP AS REQ'D. II PER LOCAL BLDG. DEPT. �CONC. FTG. PER 1 FOUNDATION PLAN TYP. EXT. BLOCK WALL TRUSS OR BLKING. PER PLAN 1/2" GYP BOARD EL 36' A80VE HEADEfiAOBADENFL"M 5x5xi" WELDED /- FLANGE 0x1/4" [EL PIPE TAPCON ),4 TRANSOM WINDOW / DOOR SECTION (TY 12 PER LULATION CUP BANGLE 30 GIRDER TRUSS SIMPSON LS30 CLIP ANGLE R-30 IN USE 2X4 STU[ - FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" PLYWOOD SHEATHING AND 2X HIP JACKS & RAFTER CONVENTIONAL FRAMING AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) -SIMPSON HETA20 HURRICANE STRAP OR EQUAL (3)10d NAILS FACE fNJAILED TQ 2X RAFTER TOP OF BLOCK REFER TO EXT. ELEV. COVENTIONAL FRAMING @ BAY N.T.S. __- ----- li LINTEL II 2x4 STUDS ® SPACING II PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d I CONC. BLOCK WALL ®12" O.C-�� (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS ® 24" O.C. VERT I 2 1/4" MIN EMBEDMENT_/ II WITH 2" SQUARE X 1/8" II THICK HURRICANE WASHER I I I TOP OF SLAB / �0 10d C�➢ 6" O.C. 3 1/4" DETAIL AT 90" CORNER EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5. 1 Z Z 1==J inoa TOP OF LOWER it = UJ a. BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK TOP OF HIGHER BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR BLOCK WALL HEIGHT TRANSITION DETAIL HURRICANE STRAP EA. TRUSS - REFER' TO FRMG. PLAN \ CONNECT EA. TRUSS BOTTOM CHORD WA2) 16d MIN COMMONS TOE -NAILED TO TOP PLATE SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ 12-10d X 1 1/2" AT EA. 1/2" GYP. BD.-. PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. STUD TO SILL PLATE W/ 12-1Od X 1 1/2" AT EA. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL FOOTING PER FOUNDATION F PRE-ENGINEERED TRUSSES R-30 INSULATION 1/2" GYP. BD. DBL. 2x4 TOP PLATE 2x4 STUD WALL ® 16" O.C. NO. 2 OR BETTER GROUP II UNLESS OTHERWISE NOTED W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVIDE BLKG AT 4'-0' O.C. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. EXP. BOLTS W/ 2" WASHER AT 24" O.C. (MAX.) 5" EMBED NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION O STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FBCR 2017 (6TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99, f"m = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/4" MIN. HOLE DEPTH 5/8" 7/8„ 6" 7- 7/8" 3/4" " 8" AFTER OLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. OROOF EDGE 2O I ROOF A I EDGE - - - - - - - - - - - - - - I 010 RIDGE 4' O I - - - 2 2 - - - 1 3 I 1 lO ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS OZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. r-2x6 P.T. FROM BOT. OF NAIL) Al I L V.V. r7UK. i V l.L�+• u1Ya EQUAL EQUAL 'x6 T. <t 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P. ' WASHER AT ' 32" O.C. MAX. 3 04 GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL 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 -WITH 1/2" FLITCH OR AGLUEDTANDENAIL Dx WITH 16d AT 8 O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" COX 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 2x8 RIDGE BOARD - 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 1Od NAILS - 2x4 VERT. STUDS ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) - ROOF SHEATHING SIMPSON STRONG -TIE "H2.5" AT EA. END OF 2x4 PRE-ENG'RED VERT. STUD TRUSSES SEE NOTE #4 NOTES: 1. HURRICANE CONNECTORS REQ'D SEE AT 8'-0" O.C. NOTE #4 2. PROVIDE "H2.5" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES � \� AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" 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 PRE-ENGINEERED ROOF TRUSS REVIEWED FOR CODE CONAPLMNC)- 8" X 8" X 16"s T °). CONCRETE LINTEL" k'' ° `�' � ' BLOCK FILL WITH77 s.r:- CONCRETE AND I I I I Q (1) #5 BAR I I I I MICHAEL C. ANDERSON ALTERNATE TRUSS ANCHOR DETAIL N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD 4-15 /( 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) FL. LIC. AR0017305 �- CV o0) LUmco cV w J~ Vim'~ 65 Ch x LLct N _ zQco -U°°N 0ti nW`] mQ L"rnUC) QJ SwF:(q0 Z0<I U a'W)00 cli d W J W N SHEET A 6mO CORNER WINDOW TOP CO _ NAILING CORNER FLASHING TAPE — — — CORNER FLASHING TAPE TOP FLASHING TAPE SIDE FLASHIN TAPE r — SIDE CHECKRAIL FLASHING _ TAPE WINDOW BOTTOM SILL FLA SIL 1, CUT THE WATER RESTIVE BARRIER (1C) -- RESISTIVE RRIER I I *. f 9ST CUT 4 1 �- I#TH CUT, 1 I + CUDI I FROM ER TOP 1 I ANGLE TO ALLOW THE WATER BARRIER TO I I 1 /)"/-4TYP1 1 BE LAPPED OVER THE FIN AT THE HEAD OF I I <_2ND_ I I THE WINDOW. I �- C51,L_ 5`1 1 IO I L------------J 2. FOLD THE WATER RESISTIVE BARRIER (ID). 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" WADE TABS AT EACH CORNER (XI" FROM EACH SIDE OF CORNER) (7) 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. I 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW I 2 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) EXTERIOR j I I I I I 1 I I I I I I I O I I 2 I I I I I I I I I I I L - -- LjLma WL pli mill, m. ME I 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 MAT'L.) TRUSS SETBACK PER FRMG. PLAN ROOF 12 SHEATHING PER F ELEV. HURRICANE STRAP / ® EACH TRUSS PER FRMG. PLAN — 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN TOE NAIL (2) 16d EACH NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD — 2x4 BLKG. ® 48" O.C. BLKG. @ 48' O.C. PRE-ENG. TRUSSES AT 24. O.C. PRE-ENG. TRUSSES TIZ—® 24" O.C. 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA. 2x4 45' CROSS BRACING TRUSS WEB MEMBER AT TRUSS MID -PT. AND AT 2x4 45' CROSS BRACING SCHEDULE 8'-0" O.C. (MAX.) SPAN BRACING REWD. GREATER THAN 20 FT. SPACED 4'-0' D.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. POINTS (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM — 2x4 TRUSS BOTTOM CHORD BLKG. AT Y CHORD BLKG AT 4'-0' D.C. REFER TO FRMG. PLAN — 7 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE - — (2) 16d COMMONS TOE NAILED EA. SIDE GA13LE END SECTION © HIP ROOF Y-Y PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS 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 PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COURS HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION X-X ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS ® 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS 0 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS ALUM. NAILS 0.12 DIA. E t P NP N SHANK 3/8" DIA HEAD 1-1/2" LONG ® 6" O.C. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT #V-144 N.T.S. 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 15/32' CDX PLYWOOD SHEATHING V— 2x4 BLKG. @ 48' O.C. r GROUT SOLID AT TOP OF CELL SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL �r SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' O.C. 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' O.C. -SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT ATTN CEMENTITIOUS LU IK PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' O.C. 6 Z m [3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE zo 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 OF SLAB �w 3/4" DIA. X 6" DEEP HOLE FOR 2E Mm w #5 BAR SET IN EPDXY ADHESIVE :D 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 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT' BOCC SHINGLE SIDE VIEW MICHAEL C. ANDERSON SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 F MASTER PLAN REVISION 11-7-18 -il t7 •- N O O O W to CV J H C n J rn A �w o w = pj -QLLO U.1 > p N 0_jIx0 fl in< rnU wLu1-co(9 ZOQC�U w`OU)O IN = M 0- LU J LU H- SHEET A 6ml NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. s0. I ---------------I I I I I I I I I I I 8X181 1ox10 I R/A L_------ill 8 CFM --J 18X18 �/ 6" R/A J — — — — — — — — — — — — I I I I I 9" I I 12X12 220 CFM I I I I I I I I I � I I I I I I � I I I SINK I I W/ II ARYER DISP.II loxio I VTR 179 CFM E911 P „ I DW II I 8" I 124X24I I RHF 7"-----10"- 1ox10 r 147 CFM I I I � I I I I I I I I I I i � J 2" �50 CFM 6X6 10 CF 14X14 R/A WI If6X6 48 CFM J 7 6X6 14 CFM 8X8 115 CFM VTR SOOCFM 6X6 i CFM 6X6 18 CFM l- 13 GFM 4" 1oxio R/A " - R/A LJ 8X8 183 CFM \10" 12X12 R/A L, -- ACC�SQ 0 COND RETURN GRILLE AIR SUPPLY DUCT A.H.U. PRIMARY DRAIN DRYWALL STAND AIR HANDLER DETAIL HVAC PLAN \ W{WSU1A NTIU Slk.'I7ON UN6 mvmurA r U" UK UNIT SLAB XfOUNTED Lr. SCALE 1/4" = 1'-O" 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 REVIEWED �°�";:` >: BODE OO PLMgN€TYE, ST. LUOIE coUNTtf BOCc MICHAEL C. ANDERSON FL. LIC. AR0017305 A\ Lo rn Co rn T W (COD N ~ ~ w J m (� Ch LL co Z cu),JRCOD J to Q rc-0 N - ` r'w) z J L) WLL(p w.(7 ZUUQtiU �tOUO ci d W J W 1-- PROJECT NO. 17-015-090 DATE DRAWN 7-25-19 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SOFT GARAGE 385 SOFT LANAI 160 SOFT ENTRY 54 SOFT TOTAL 2280 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 7mO la I C CJ1A CJ3A I' A13 Al2 All A10 A09 A08 A07 A05 A05 A05 A05 A06 A06 A05 A05 M A05 A05 A05 A05 A05 A04 A03 A02 A01 B06 B05 ti to -d' cti .--i ti �t hM-, M M gym-. �M-, gym-, p A 3'5110 41101' r 315" 614" 70 20' CJ1 CJ3 CJ5 '02 '02 -01 .J1 w 8' BRG 9' 4" BRG 12" CLG RECESS e Manuel Digitallif signed by Manuel Martinez M a rt l *�' ��F2G19.07.25 '' ¢3'6 04'00i SERIAL 4 5EF6A5 FB3 18128C781D52 B44EACB CA " NO I E: ALL 1KU58I U VVALLAIVUiv,, i .-WoO i u LEDGER CONNECTIONS BY BUILDER c o (UNLESS NOTED OTHERWISE) m 'M _ NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) E t c * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW y ° o L m TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING $ '� E ~ DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL y a 0 mrc STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE _ _ = 8 8 0 o y INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o d N.0 S GRAVITYAND UPLIFT LOADS. 10 H a Z6 m ` 8 0 m FOR BRACING &ERECTION DETAILS REFER Q N N2 y 2 a� I'm TO BCSI-03 AND/OR ENGINEER OF RECORD m ° v r °m a 3 c c d Q a-tas m a)a-o•5. E ra ° c°o REPRESENTS THE LEFT SIDE w 9 OF EACH TRUSS DRAWING ¢ E 6 aE d C Q '- C y C a ° ` ( NOTE: REFER TO USP CONNECTOR $ yw CATALOG FOR INSTALLATION DETAILS) °i ° w y 2 c 1-C o m•-aa o � � lau wo o a a 0$" E A JUS24 H THD46 Q--- B JUS26 , f MSH422 R -- 8" a 3 9 C E O D C O >. y N o ; w m' C THD26 K MUS26 $ - - D THD28 HJC26 L T - - - € $ o COL QTHD262 0°m2c°'E oc THD28-2 N --- V--- _OD a_ s°ZF E ^ JUS46 P I )( --- 1" 2 w, o r F m HBB HANGER BY BUILDER BBB BEAM BY BUILDER 8 � ' 8 0 3 2 r N N C .�' O Z LSTA12 @TC & BC * NOTE: LSTA STRAP N CO y .� cd, c INDICATED TO BE USED IN m y z'� o o Zt LSTA12 @TG CONCORDANCE WITH $ _ ` c Zb LSTA12 @ BC CORNERSET DETAIL ❑ l3 ram o LOADING ROOF FLOOR WIND LOAD 0. 0 0 2 2 E o c _ g m Q N U N C.O y'- C o o LIVE LOAD 20 0 ASCE 7-10 o °_ u V DEAD LOAD 10 0 160 B a no c R Ir N LIVE LOAD 0 0 Residential - CAT II y .O WO C 7 y Lou m .r 2 y a m m� o46a"sC w� g U DEAD LOAD 7 0 Closed '5 0 o c E w w � c n)d'oca§o oz, TOTAL LOAD 37 0 FBC 2017 RES m N l0 '- � y U' _ N y � N � y o ; � a a ° y f C N" O O N 2 O N N N •`- N. ? DURATION FACTOR 1.25 1.00 TPI 2014 S.Lo o E DATE BY REMARKS Q) C;'a C 0 xN am) E22. _ y � y m° C •N �a L •Q1 fn m o V 2 w A° y N `o���tsyEoc. - y 2 yE - -'/ -/---- - 0 d o o r. a ai Co. ❑ c . d y o y C N C N F 'C 5 N 2 N 6 m H d D7 rt+ - � o o m o a co w N 8 T It is understood that above ❑ APPROVED a c c conditions have been reviewed O c o o = are acceptable for the fabrication ❑ APPROVED AS To 3 3 F at trusses, elevations, pitches, NOTED o € a o E overhangs, fascias,ceiling ❑ REVISE AND 2.5 h N o € d elevations/pitches, bearing RESUBMIT 2 E o conditions & all detail pertaining ❑ REJECTED i- vy o 0 8 8 0 0 6) ; 2 R I` a c to this truss placement plan. No 9 o y N a:o a back charges will be accepted a X a m M without previous written approval DATE o �? o NM2 from an A-1 Roof Trusses ID E )` o o= o 0 representative. 8 N 0 REVIEWED BY € s w o" o° PLAN DATE ARCH: --/--/---- STRUCT:--/--/---- C a 9 � c —O 0 .m � m o CO h j 3. N« N N L N d N> O U r CUSTOMER RENAR HOMES b v s r d mapa =` y42 46 yN ...__ 00 JOB NAME BERMUDA 1674 B2 c a o -co °o r o 0 goEm : .b"O G s L d N= -0OPTION(S) REVIEWED. FOR `s = ' c 0 � w � 9 CODE COMPLIANCE a a- s w n$= o m UCIE COUI N, N' N 9= C •'� p C COMMNTY MORNINGSIDE/LOT 90 BOCC o _ •- 8 o • ` M 8 ° 2 M / LOT # pco C O O w f0 0 "O N N. N `y N 4O o o o C 2 y �d'15a>,2cF-2 CITY FORT PIERCE c8 a 10`m o 0 'Z COUNTY PORT ST LUCIE a H z 'm M'NF n) O IA O O y BLDG GARAGE R BLDG - i o- c�U g v� o� o a oym"0a$ TYPE # E$rac�mN-era o'a rnm ad JOB 77600 MASTER WRM56M1674B2 •COp 0 & � � o y a-H > � # � FL- 0 :. a o.2. m o 10 DRAWN SCALE �Lo.c'° o c m d w o 5.2 t d DATE 7/24119 lllC>..Cy 2E«w N 0 0a� MC, 8 m BK NITS Z M U pj � H dS�m`z°EEocm .. 0 °NaN y U �. C A ..;,.. IU- 'O� yyj 0y= € E > F ' o ° N a o o mo o `E l■■ 2 0 0— M�i- pROOF �A.t &#NRSSES M 0 m 0 FLORIDA772-409-11015 2Z3: c 'cc; Ph 772-409-1010 / Fax _ -am N o ._ Z http://www:a1truss.com ID Q a) WCa 0