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HomeMy WebLinkAboutBUILDING SITE PLANSREVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 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: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL15225.5 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «>> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.6 +/- 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) 0 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) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2 FROM CORNERS, HEAD: 16 O.C. MAX., JAMBS: 16 O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. 0 GLASS BLOCK 8"X8"0" 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) 0 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) 0 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) 0 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) L ANCHORS #10 WOODSC 1-1 4 1 M N ANCHORS 6" FROM CORNERS, HEAD& SILL: 18" O.C. MAX., JAMBS: 18" O.C. MAX. 0 FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED 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 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) HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY «>> METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSI -(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" TABLE R3012(1) M IMATIC. AND GF((:RAPRIC DFSIGN CRITERIA GROUND SNOW NAND DESIGN SEISMIC DESIGN r SUBJECT TO DAMAGE FROM HINTER DESIGN ICE BARRIER UNOERLAYMENr FLOOD WJARDS9 AIR FREEZING INDEX MEAN ANNUAL TEMP Spa Topogatdiic ®g' Fn>st dye 7a__= LOAD (aPh) e6eelse (,�) CATEGORY yapg, TEMPI REQUIRED WA See Fig. R301.2(4) WA I Negligible I WA Very N�Yy WA WA WA For SI: 1 pound per square foot = 0.0479 kPa,1 mie pe, hma= 0.447 mis a. VVea0wr Vm"nega*. foamaetpasdekm*wdfr U*VVeagwm9PwbalsRYMap(FO"R3DIA3)1 itre guAa doesmlry uMs shal be delanrrwd from ASTM C M.C55.C62. C 73, C 9D, C 129. C 145. C 216 or C 652. b. Reserved. c. Tamils infestation per Figure R3012(6)s fiery heavy. d. ViVId speed shal be iron g basfcwird speed n W (FO. P3012(4)). Y* W ezpsma'Weguy shag be d&*ennwwd en a siko-spe�bass a amardaroe Win Section R3012-1.4. e. The outdone design dry4iulr terrgerabre shag be selected faun the coknns of 97112.pemerd values to wkAo born Appendix D d Ilia Floods BuitAlg Code. PNrnGing. Derriabi ftom the APpuldu D bmpeiabaes Shad be pernmUed b mled bd rbrw0e brslvraadwr erPer(or delemiwd byl bugdg oadal. I. Reserved. U. The appli gnvenri>a body shall, by bo1 floodpa'=r Ian manaBananlodewrew. specify (a) Ins fide dIllepaBdidnrfs easy Into the Ni aoral Fbad insurance Regan(dateofadoptiondiretestcodeoordnaNeformmnageumddikedtozwdareas).@Dftd*Ws)dN Fkwd Insaays Sillyand(c)Ire pared revmels and dales day amaasy e6ei FIRM and FRFM, m dtwr0ood Issued map adopted by the auft intY hasi gAiftsaldion, as anladed h. Reserved I. Reserved. j. 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 REQUIRED: ATTIC AREA = 2.353.3 SQ. FT. VENTILATION AREA REQUIRED = Z343.0 SQ. FT. / 150 (F.B.C. R806.2) = 15.62 SQ FT. PARAMETERS: LINEAR FEET OF 16' WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8' BIDE SOFFIT = 49Af SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.(f X .67) = 296.0 SO. FM NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR WAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. W. / SQ. FT. VENTILATION PROVIDED, SOFFIT VENTILATION PROVIDED - 296.0 SQ. FT, X 11,74 SO. IN. / So. FT. X i SQ. FT. / 144 So. IN. = 24.14 SO. FT. CONCLUSION: VENTILATION PROVIDED - 24.14 So. FT. > VENTILATION REWIRED = 15.62 SQ, FT.. THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. 11,111 �Will I �l , _ate IrpSoffmiff l Certification Number:Od-- oak: Y1l /L% 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 (SQ. 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 200�•11 r *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME 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 OPEN PARTIALLY ENCLOSED 160 MPH X 170 MPH 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 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 3140 FL. LIC. AR0017305 SCANNED BY St. Lucie County PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 co C3) cy) W CV N to LO rn C) m W (p N J-10)X�rC W � J��¢ o U) Q (l 00 �� o-0m n, _7m0mN W )n Q LL rn U Ir W F. (D Q Z0Q�U � (n Z 471) a W J W i- PROJECT NO. 17-015-012 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 61 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 100 SQFT TOTAL 2300 SQFT F15 BIC VOLUME OF NDITIONED SPACE _ ,364.4 CUBIC FEET SHEET UCVnRj lgc)3 -64 I SLAB d- A DETAIL 1 23'-8" 14'-4" 7'-0" 6'-10" 5'-2" 4'-8" 1 -8 10'-0" 2'-8" • • ■ ■ w �I 2'— "I o 8'-0" I —8" o ----• ----- -----1 F in I � I po '\ \ A I E N A I ■ I , � , HB Ij I io I-------------- 1 3' 1 2'-6" N J RECESS SLAB 7 5/8" \ FOR S.G.D. ro — — — 0 1 I M � n M I co o LAV LAV I d Lo I■ c I o M o rn rn INDICATES C.M.U. CELL FILLED W/ CONCRETE AND (1) #5 VERT. REBAR CONT. FROM FOOTING I I °� i M °' TO TIE BEAM (TYPICAL)Nil o 4 WC I( - - SHWR. • I 9'-4 1/8" ' I&RECESS FOR B 3 1/2"10'-7 5/8"0oSHOWER o L I I I 0 SINK II W/ • I I I DISP. I • I 0'-0" II I I A I I I d- M REFERENCE o I • FINISH FLOOR M I I ■ • I � w I o I o I 4" 2500 PSI CONC. SLAB W/ I A iv o o I FIBER MESH, ON 6 MIL POLY I VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN • I FILL. ■ _ I I I H 1 W' • i , "' to TUB/SHWR ■ H, I WH WC 61 iv ® LAV , I •------- ---- tl 11 L2 ui i ,'-1 5, 8" 2'-2 1 /2" I o I_ I a 0 I I A I ILo D ; I D to mco N I I I I I I•HB- a0 I A 00 I I 00 SLOPE DOWN 1" F I AT GAR. DOOR ao m no �D I to I----- — L ------- �' B oo� I■ I 3'-10" 12'-4" i ■I � 0 G 8'-6" 20" 6'-4" 38'-0" 16'-0" 19'-4" 20" Fj 6x6 - 10x10 WWF w OR FIBER MESH a o GRADE I CONC. A/C PAD 2-# 8 BAR -4" rB� DETAIL 1 6x6 - 10x10 WAL_ OR FIBER ME CONSLAVARIES 52-SBA+ 2'-0" DETAIL 1 (n 6x6 - 10x10 WWF CONC. w OR FIBER MESH SLAB CONC. SLOPE j d' SLAB 1 -0" z o GRADE --- - GRADE 2-# 1 12"(MIN) 2-# BARS17�4BELOW BAf�S 8"1'-4 D DETAIL F DETAIL 1 1 CONC. 1-#5 1-#5 SLAB BAR CONC. BAR SLAB 00 -�_ U3 4" $" $,. > G DETAIL H DETAIL 5 1/2" FRAME 7 5/8" BLOCK W CONC. CONC. 2-#5 CONC. w SLAB > SLAB -� BAR SLAB a 2- #5 8 1'-4" BARS 4" 4" kkk==kkk J DETAIL - S.G.D. K DETAIL H, DETAIL 1 1 , CONC. 8 VARIES 8" SLAB N SHOWER RECESS L DETAIL 1 NOTE: FILL COMPACTED TO 95% OF DENSITY IN 12" LIFTS DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0" A = 58'-9' BD = 64'-6' BF = 68'-6" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1/4" = ,'-O" N SHOWER SLAB RECESS SLAB SLABCONCAT WALL SLAB M - ----- 0 GRADE �co O BJ# 1 4" 8"1 BAF2S M DETAILS -4" G1 DETAIL 1 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN_ FTG. PER DEPTH 3" MIN. 3" Ma. DETAIL FOOTING & 2" V.T.R. REBAR 1'-0" TRANSITION I PIPE THRU I PF FTG. DETAIL 1 2" SINK Ir 2" V.T.R. JI�- 3" V.T.R. 1 ,"4 I 1 3" 2" I I WASHER I I I I 2" I I LAV 3" 3" V.T.R.1 �� I 3" 1 r I I 3' i 1 W.C. 1 2"1 1 2" CLEAN TUB/ I LAI OUT SHWR. 1 W C i 3" 3" MAIN I I TO SEWER 2" I OR SEPTIC TANK TUB/ SHWR. 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 FL. LIC. AR0017305 PLAN REVIEW REVISIONS BUILDING DEPT. COMMENTS 3-2 -1 MASTER PLAN REVISION 8-16-18 Lo uo rn CD m W co N ~ w J o" J V x � = co QLL00 N �z OJCD CD LL �mpooCV —1 0 Cj �WF.:(D Z0<t-- �u'coO � 2 M a w J W H PROJECT NO. 17-015-012 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 100 SQFT TOTAL 2300 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET If SHEET 1 A loo J I N I it 2 in 0 iI in Em O +6'-8" HDR. HT. 0 +6'-8" HDR. HT. O +6'-8" HDR. HT. CO o E I N HDR. co HT. 0 I N 23'-B" 14'-4" 14'-2" O+7'-4" 10'-0"x5'-O" HDR. HT. CONC. PATIO ■ ■ ■ ■ ■ 8'-0" '-8" R/S N I — — — — — — w 8'-0" CLG. 0 I 8' CLG. r � 8'-8" CLG. -I ■ ■ ■ ■ N �I O I 9'-0" I n 13'-7 1/2" I 14'-1 1/4" R S I MASTER BEDR0041 ■ 00, N z" H. %4 COFFER I KNEEWAL C)/ FAMILY ROOM 8' CLG. 44 VAULTED CLG_ ■ 2'-9 1/2" 2'— 4r K - N 2'-0" WALL ■ 8' CLG N 1 m P.T. 2-2X4 Z L W ,- TYP. — — � i ■ O 4 I ■ I� 10'-O" 3 _ " 5'-7" I 4'-1 1 /4" 3,-0" 5'-0" 11'-4" _ I RAISED �-- - ---- 2'-3 1/2" RAISED 11 BARTOP � DEN/BEDROOM #4 \ I BARTOP 11 SINK W/ I ■ ° VAULTED CLG. I DISP. ■ o I I LIVING RO(M c0 CATHEDRAL CLI. 11 KITCHEN II VAULTED CLG. II 3: N rip ■ R/S \ 4 i — — — ® —R/S— MLo I Lo z I [Lai ■ ■ N I M pp 1) AS I, I -5 m:6 " VAULTEDCLG. 5' -7 3/4" 5'-4 1/4" 0 Uz 15'-�i 1/4" I " 9'-6 1/2" Qo I 5 11 ■ BEDROOM #3 i " N VAULTED CLG. po 4 -4" s'— FC DIJING ROOM 1 8 CLG. w CATHEDRAL CLG. j 5 SH. W. I N ■ 8'-0" - 8' CLG. ® iv N 1" I _ - — — — M.T. 0 18' CL 0 ---- O O . 4 \ O 7'-1 3/4" 18'-3 1/2" T-8" 3'-7 t/2 d 1" IN VAULTED CLG. MOD a 0 in O M.T. M I I� _ �I I x i 1 22"x54" I ATTIC ACCESS 9 ® HDR. HT. O10'-4" GARAGE ABV. 8' CLG. ■ 6'-0" 1'- 3'- 3/4 ■ ro `0rl +11'-4" ■ LG. HT. 0 I 1 0 ■ BEDROOM #2 8'W. ARCH ABV. 8' CLG. SEE ELEV. +6'-8" qO HDR. HT. ISO o m ■ m� �_0 00 N W L-r-s - U '-8 3'-10' 8'-6" 20" 16'-0" 20" 19'-4" 12'-4" 6'-4" 38'-0" 0 I 0 Ij co N 0 OI HDR. HT. SHELF ABV. `DRYER V.T.W. COND 0 I in FOYER ARCH ELEV. 1 /4"=1'-O" FLOOR PLAN 1 /4" = 1'-O" DOOR SCHEDULE O 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 O SIZE PER BLDG. R.O. SUPER. 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 EDI MICHAEL C. ANDERSON FL, LIC. AR0017305 F W REVISIONS MASTER PLAN REVISION 8-16-18 ti ti c) c� W q o co W � N rn C)co W in N F— w J A ct 0 C0 x ' Q LL 00 n, JCn0rN W m Q LL rn U W I- c0 C9 Z O Q n U toU)Z c1l O ci a W J w H PROJECT NO. 17-015-012 DATE DRAVM 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 100 SQFT TOTAL 2300 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 2mO ATTACH 1-i/r X 4-i/r P.T. WM m MOCK WHH: CaW OR NASORY WAD: 1/4' X 3-3/4' TAPCON4 SPACED 47 FROM CORNER$ r & r FROM WWAN. JAMn 1/4' X 3-3/4' TAPCONS SPACED 47 FROM CORNERS. 1&B4' D.C. MAIL DRYWALL aA� DoarMkj ATTACH DOOR FRAME TO 2X P.T. BUCK M17FE HEAD: #10 X 2-1/2' PFH MOOD MEWS SPACED 4' FROM CORIFRS, r & 6' FROM MUWOM. JAM j10 X 2-1/r PFH MOOD SCEWS SPACED C FROM CORNERS, We aC. MAX HEAD/JAMB DETAIL (ZX BUCK) EXT DOOR DRYB'ALL BOARD DOOR TRW ATTACH DOOR FRAME TO BLOCK Oft HEAD: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORu V A A• Faro MKXIm JAMBS: 1, FROM COF 3/4' x 4-112' P.T. &AM SET W SEALANT AND SELYXED W/ CASE HARD was O 12- as (MAX) PDMERR am"Aw FLOOR CDO WO --fER1�1ER CAI. J= - DOOR 7RM DOOR TH ESIM SET W BEAD OF CAULK AND FAS DIED m SWL M11H i/4' D1A X 2-1/4 TAPCO S SPACED 3' FROM CORERS, r s V FROM MIWO1 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). RIDGE HEIGHT _ _ _ _ _ _ - - - - - ------------6, SQ. RAISED BLOCKS (PROD. 3/4") W/2" SPACE BTWN.--\ C: ENTRY TRUSS BRG. - - A.- - - - - - - - - - - - - +11'-4" F.F. 6"W. RAISED TRIM (PROJ. 3/4") TOP OF BLOCK - - - - - - - - - - - - - - +8'-0" A.F.F. . r_ 10 m N tr \ io p B 3 j CEMENTITlOUS COATING ON BLOCK A 3 ,gKTOP OF SLAB +0'-0" A.F.F. _ (REF. ELEV.) 4"W. RAISED BAND (PROJ. 1-1/2") ALIGN TOP W/ WINDOW SILL DOO� 0 6'-2" --ERAD_- 12 61 12 \ 6 CEMENTI110US COATING 24" SIDE WALL ON LATH TRIM RETURN 1� 1 , IEo;ll�) ' ICI RETURN BAND 24" ALONG SIDE WALL(S) FRONT ELEVATION ' FOYER WDW. HDR. HT. +10'-4" A.F.F. 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. a ❑_� o DD I 1 Al LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 1/4" = 1'-O" ixJ OR W P.T. BUCK SETW SEALANT AND MAJIM W HAS COE NAWS AT it 0� MAX COAL OR MASONRY HEAD DETAIL WIND❑W A p, 3 = I pfk� Al 1/4" = 1'-0" SRWD PXWSU PETAETER CAOIJON _ . 7fCave OR MASaRY ix P.T. BUX SET W SEALANT AND NAWED W/1-1/r CASE HARDENED -.j WE NAGS AT 24' O/C. DRYWALL BARB CAW WO WDOCK FRAME FASTEN NWWI BUCK W/ W/ .7-1/4' x (7) rAPCOVS AT 24' O C MAX W FRIDRWLED HOES BY MWWffACR4EH JAMB/HEAD DETAIL (SGD) FASTEN 70 SALE W/ /6xYSam o r-0 0/C FLOW COMfRWC \ � CDNCR Y SILL DETAIL (SGD) - _TOP OF BLK. TOP OF SLAB T +0'-0" A.F.F. (REF. ELEV.) 24" SIDE WALL TRIM RETURN AUNINUM FRAME FASTEN RM BUCK W/ 3/5'xJ 1/4' TAPCOV SCEAS • 24' 0/C MAX R PRDA6IED AUAWWUM FRAME H ES BY MANUFA RWER SECAE• FRAME 70 SU M7H SWRY4E Cfl@1RnM FPM--rAWaFc COYC OR MASawy 10 OR W P.T. BUCK SET - SEALANT AND NARID W/1-1/r CASE HAROEMSD . Cam_ MATS AT 1r 0/C MAX L PRECAST OR P&RED Sw P6dMElER ABXMC 1 `DRYWALL BARD L CAUIXW JAMB DETAIL SILL DETAIL WIND❑W WIND❑W 12 16 - -TOP OF BLK A.F.F. WINDOW PRESSURE CHART 160 MPH TAG PRESSURES ZONE SgFt OA +27.7 / -30.0 4 0-19.9 © +26.4 / -28.0 4 20-49.9 O +24.7 / -27.0 4 50-99.9 O +23.5 / -25.0 4 100-499.9 OE +27.7 / -37.0 5 0-19.9 O +26.4 / -34.0 5 20-49.9 © +24.7 / -31.0 5 50-99.9 O +23.5 / -28.0 5 100-499.9 O +23.5 / -25.7 INT. 112 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 EDITIOP TOP OF SLAB MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS ZABUILDING DEPT, COMMENTS -26-19 MASTER PLAN REVISION 8-16-18 Mn Lo m •- N O (T co W O N ~ ctw 0 J 0) -3 55 A X FQ -QLu00 w Z OJOfOCD J in 01,- N WF cco < wcNo ZUQ� �Incl'o I- 2 M a W J W F- PROJECT NO. 17-015-012 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 100 SQFT TOTAL 2300 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 F 1'-4" - OH L�._W 1'-4" - OH 1 /9"45 A - AT 32" O-C- IN I INTFI SEE GABLE END SECTION 0 VAULT W SHELF ZZ SHEET A6.1 NS II II B-7 No — 8 F G. "X" ACING TYP I I I I II z z 8' FLAT I COFFER CLG. CLG. I VAULTED CLG. VAULTED CLG. II VAULTED CLG. I I VAULTED CLG. I I I I CATHEDRAL CLG. 8' FLAT CLG. I Li 8' FLAT CLG. VAULTE CLG. 8' FLAT CLG. 141 —(2)2x — — >< i 22"x54" ATTIC ACCESS 2X4 016"O.C. KNEEWALL TOP A 11 ;7 7 1I 0 I I 6 2 — — H. �o co o B-2 P.C. HDR. BOT. +6'-8" AFF '2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 0 OH _ 1'-4" OH 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 > 24-1Od X 1 1/2 TO PLATES 24-1Od X 1 1/2 TO STUDS 1p F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF REBAR AT BOTTOM OF LINTEL CAVITY E16-1B/1T LQUANTITY OF GHT REBAR AT TOP TYPE DESIGNATI❑N NOMINAL WIDTH J NOMINAL HEI J � ¢ 2 r U= a•. 4 J m ¢ mf �ZD-5/8'AC 8' 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" MINK. BAR REQ'TD� /2' CLEAR t5 REBAR AT BOTTOM OF LINTEL CAVITY 12 PER ELEV. PRECAST HEADER SCHEDULE FB--X--1 LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1B 950 PLF 361 PLF B-2 70" 8F8-1B 1459 PLF 1272 PLF B-3 42" 8F16-1B 6113 PLF 3547 PLF B-4 64" 8F16-18 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" 8F16-1B 1818 PLF 980 PLF B-8 64" 8F76-1B 5365 PLF 2290 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. 0 16" O.C. W/ 2-3/4" MIN. EMBED. & 2" SQ. WASHERS KNEEWALL DETAIL K'?iLY.�.IllE.� 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 LL/17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3. AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24" O.C. VERT ®(2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON. ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON �1q lly FL. LIC. AR0017305 F W REVISIONS MASTER PLAN REVISION 8-16-18 co aj �y O (y CD ti q C/) rr^^ V vl W � N Lo Lo CID r N LO t�1 W 0 N ~m ctw J X IO 'QLLDO WOO cc"44 �? OJlyC)(D _1 Co0ODN J r nW'Q ND rnU D' W F=coU QUQ'cvCD ZCQ� CE Lo U) Z N O cr+I OL W J W H PROJECT NO. 17-015-012 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 100 SQFT TOTAL 2300 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 4mO EXH. FAN- Iis S.D.O PREWIRE ` \ 1 O S.D. C.M.D. S. D.O Ia M 0 0 GFI WH DIS 22"x54" d i ATTIC ACCESS - - C.M.Q.- 1 I W/ PULL CHAIN GFl LIGHT ABV. GFI ELEC. 1 GARAGE DOOR OPENER PREWIRE PANE / SDO I N I I / I TV I I 1 I COACH LTS. PREWIRE - - - -' OUTLET FOR MICROWAVE COND COACH LTS. PREWIRE FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22,000 INT A/C 65,000 CIRCUIT N0. CIRCUIT ID BRK AMP HARE SIZE A PHASE A PHASE WARE 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 GFl 12 13 KITCHEN 20 12 14 15 BEDROOM ARC 14 15 H-W 30 10 14 15 BEDROOM ARC 16 17 H-W 30 10 14 15 GENERAL LITE 18 19 SPACE 14 15 BEDROOM ARC 20 21 GENERAL LITE 15 74 14 15 WP/GARAGE GFl 22 23 DISHWASHER 20 12 14 15 GARAGE DOOR 24 25 14 15 GENERAL LITE 26 27 14 15 GENERAL UTE 28 29 30 31 32 33 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 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFl CIRCUIT PROTECTION UNLESS NOTED OTHERWISE 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFl 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 -0- SURFACE MTD. CEILING FIXTURE ' PENDANT FIXTURE \Oj RECESSED LIGHT K> WALL MTD, BRACKET 2 72' A.F.F. FLUORESCENT FIXTURE �o fV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN V/ LIGHT EXTERIOR FLOODLIGHTS CEILING FAN (PREVIRE DR / LIGHT AS NOTED) OR W EOO WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR _rxxT CHIMES CHIMES PUSH BUTTON TELEPHONE JACK CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 1�- HO V. Gi DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET 110 V. JUNCTION BEM -6 SWITCH E 42' A.F.F. RHEOSTAT SWITCH P 42' AFF. TP� TOUCH PAD FOR SECURITY SYSTEM CENTRAL VAC" OUTLET LOCATION c= ELECTRICAL DISCONNECT MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC, AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 Lo M) lA TO m W Co N U H c, n M �o CD -Q LL OD WOO w cc,4j pIjWoco LL JmQ�N n, _ m Q LL 01, U W �w�c(g0 U Q Pell Z OU Ill WE Ill Lu co) Z Lo d c')) LU J W I - PROJECT NO. 17-015-012 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 131 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 100 SQFT TOTAL 2300 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 5mO 1PER 2 ELEV R-30 INSULATION 1/2" CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CON- PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS NOTE: ix4 P.T. SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK MAX_ EDGE SPACING: 7" MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) 4" 2500 PSI CONC. SLAB W/ FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 - MARBLE SILL 1/2" DRYWALL ON tx2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - 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" COX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) I I - J II I1 I 1=III= HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. i_ PER ROOF PLAN,_ TOP_OF_BLOCK a ' REFER TO EXT. ELEV. " ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NO ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW. HDR. HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC, BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) _ 0 -0" Y TOP OF SLAB FINAL GRADE -STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. CONC. FIG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL li LINTEL II 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 I 24" O.C. VERT 2 1/4" MIN EMBEDMENT-/ II WITH 2" SQUARE X 1/8" II THICK HURRICANE WASHER II I I L----- EXTERIOR REINFORCED/FILLED CONC. BLOCK CELL TOP OF SLAB \_(2) 10d 6" O.C. 3 1/4" DETAIL AT 90" CORNER FRAME WALL TO CONC. BLOCK WALL CONNECTION C 1/2" DIA L-BOLT _7T (8" LONG) W/ 2" 11 WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT, OF NAILS Al IL V.U. MUM. IV lLb. umr EQUAL EQUAL !x6 '.T. 1/2" DIA L-BOLT 2xi N (8" LONG) W/ 2" P.1 WASHER AT 32" O.C. MAX. GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL GROUT SOLID AT TOP OF CELL - SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER 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 CONC. HOLE SIZE 1/2„ 3/4" 3/4" MIN. HOLE DEPTH 7/8" 1 1/8" 6" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A STEEL) 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. 11. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. d z m 3/4" DIA. X 6" DEEP HOLE FOR g w #5 BAR SET IN EPDXY ADHESIVE �D 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 zm ' `-3/4" DIA. X 6" DEEP HOLE FOR i 1� 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 11, 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" 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 I l OROOF EDGE - - - -- - - -O2 I I y/q O O l O EDGE O ( O lO RIDGE -- 4 -----0 i � 2 2 2O O -� --� --- - --I 0 �6, OZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 4" O.C_ NAILING PATTERN FOR ROOF r--- 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 REQUIREMENTSPLANS DESIGNED TO MEET THE THE 2017 FLORIDA BUIILD NG CODE-RES DENTIAO (6TH EDITION) I FL. LIC. AR0017305 u') u) CD IO NcCo W N ~ W J M - rn A Q (1) _ s Q LL N LL 0_j w o m J m O OD N ` J LLcL)W CO0 O UQ I- Z Lo(o LU Z n O co O_ W J W H PROJECT NO. 17-015-012 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 100 SQFT TOTAL 2300 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET • SHEET INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4- MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 1' 1' 3" 0 x 1 /4" BOLLARD STEEL PIPE }" TAPCON TYP.4 DETAIL WELDED (4) 10d NAILS PROVIDE 2X4 BLKG 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. - W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 16" O.C. 12 6 -0" ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 z z O Q W =J Tn0a J jr TOP OF LOWER < = a BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK 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 BLOC PER PLAN 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 LOCK WALL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE BD. W/ (2) 10d NAILS — 2x4 VERT. STUDS ® 4'—O" O.C. (PLACE ABOVE TRUSS BELOW) PRE—ENG'RED SEE TRUSSES NOTE #4 NOTES. 1. HURRICANE CONNECTORS REQ'D AT 8'-0" O.C. 2_ PROVIDE "H2.5" OR "LSTA18" AT EACH RAFTER END 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS #5 BAR DOWEL W/ STD. 90' HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR BLOCK WALL HEIGHT TRANSITION DETAIL ROOF SHEATHING SIMPSON STRONG —TIE 'H2.5' OR 'LSTA18' AT EA, END OF 2x4 VERT. STUD NOTE #4 HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" ROOF SHEATHING EXPANSI( STRIP & ® JAMB HEAD LO (ONLY) MASONRY KH) FRAMING kR JOINTS IO 3/8" :AL) mom 3" X 4" JAL SIZE) BLOCK UNITS ANCHORS & )RCEMENT OTHER tE OR 16" O.C. EVER IS LESS WLT EMULSION THIN MORTAR SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT. LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT —WELDED CROSS HARES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT If. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION O----ROOFEDGEJ — — — — — ROOF O O l O EDGE D.S.B. SHEATHING O I O I O RIDGE t 4 O OVER WDDD TRUSSES STUCCO FINISH ON I I 2 2 O METAL LATH — — — — — — — — — BOND BREAK 1 J- — — ` (2) LAYERS 15# O ,P�� O3 of 3 FELT 10 ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. MEMBRANE MBRANE BRIDGE O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ❑N MASONRY 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 MICHAEL C. ANDERSON FL. LIC. AR0017305 'ti W r,- R c) co WIC �o QzI V h r^ "4 "4 Q) LO U) CD rn o rn UJ co N w - M o (A - Q u ao �= o_jWC� _3m0CC) [V T wWF c0(D ZOQ�U cn z LO O n 2 ce) a W .J W H SHEET um CORNER FLASHING TAPE CORNER - FLASHING TAPE FLASHING TAPE SIDE FLASI TAPE WINDOW TOP NAILING FIN SILL FLASHING TAPE 11� SILL FLASHING TAPE #2 1. CUT THE WATER RESITIVE BARRIER (1C) IW ATER RESISTIVE BARRIER WATER RESTIVE 11ST CUT - � TH CUT, MAKE A 6' CUT UP lCU D i FROM EACH TOP 1 CORNER AT A 450 1 I I ANGLE TO ALLOW THE 450 I WATER BARRIER TO THE I I I I j i/�2ND I BE LAPPED OVER FIN AT THE THE WINDOWHEAD OF `I CUT I - y lO I 2, FOLD THE WATER RESISTIVE BARRIER (1D)_ FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12- LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6' UP EACH SIDE OF THE OPENING_ 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (X- FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12- LONGER THAN THE OPENING WIDTH, APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1 DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAP HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN ANC WATER RESTIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WIN BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (31)) SHEATHING FRAMING 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. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER NAIL 2 X 4 BLKG TO 2 X 6 BLKG WITH 10d 0 8" Q.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 10d ® 8" O.C. SIMPSON "MSTAM24" AT 32- D.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/ CONIC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FEIN. 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 SPHB AT EACH STUD SIMPSON HETA20 32" O.C_ EXPANSION JOINT AT CEMENTITIOUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8' DIA. ANCHOR BOLTS 0 32" D.C_ OR W/i/2" DIA. ANCHOR BOLTS ® 24" O.C. ROOF SHEATHING TTOE NAIL (2) 16d EACH SIDE .�/ \ 2x4 BLKG. ®48" O.C. —� / \ � 2x4 BLKG. ®48" O.C. ®R24 ENOG.. TRUSSES (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT AIR -INFILTRATION BARRIER 8'-0" O.C. (MAX.) OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MATQ TRUSS SETBACK PER FRMG. PLAN 2x4 TRUSS BOTTOM ROOF 12 CHORD BLKG. AT SHEATHING PER 4'-0" O_C. REFER TO ELEV. 77A FRAMING PLAN HURRICANE STRAP ® EACH TRUSS PER (2) 16d COMMONS FRMG. PLAN TOE NAILED EA. SIDE 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' D.C. 2x4 45" CROSS BRACING AT 4'-0' D.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 TRUSS BOTTOM CHORD BLKG, AT 4'-0' D.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 8xB U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION X-X PLYWD. DECKING 2x4 BLKG. @ 48' D.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - 1/2' PLYWD. SHEATHING OVER GABLE END TRUSS FASTEN WITH Bd NAILS AT 6' O.C. GABLE END TRUSS NOTE: W HOLD FACE OF GABLE END TRUSS IN 3/4' BEYOND BLK. FOR CEMENTITIOUS FINISH )Y HOLD FACE OF GABLE END TRUSS OUT 1/4' BEYOND BLK. FOR SI➢ING FINISH — SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.C. MAX) 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT CEMENTITIOUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8' DIA. ANCHOR BOLTS @ 32' O.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' D.C. SCALE: NTS MICHAEL C. ANDERSON MICHAEL C. AN,ARCHITECT OF RECORD FL. LIC. 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 to an CD r (lj O W r (p W (p N t• w J CD xr - mo- m o co ' Q LLLL OD 0 -1 Of O J m Q � cm r w W Fi coU ZUUQfU r �tocoZ CV O a rni W J W I-_ PROJECT NO. 17-015-012 DATE DRAWN 3-4-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SOFT LANAI 50 SQFT ENTRY 100 SQFT TOTAL 2300 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET OPEN TO FAMILY RM. BEYOND BAR TOP—, KITCHEN FAMILY RM. BEYOND BAR TOP FILLER NOTES: i . NOW ,= BREAKFAST ROOM 0 0 o ❑ o 0 B15 B 4 FILLER-j 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 - E TO CEILING HT. 0 _ 0 4. SHOWER HEADS AT 6'-8" A.F.F. WALL MTD. LT. LFILLER BATH 2 30" RAD. o- Q OPEN oo I. TO 1 0 HALL CO 0 HALL ARCH 30" FILLER W3 12 010 - W21 OPEN TO = RAD. 30 BEYOND 0 0 00j OPEN n SINK W 0 0 0 0 0 0 0 0 B18 SB 36 B18 REF DW KIT. AT SINK /DW/REF WALL MTD. LT. CER. y 4' TILE MIRROR FILLER LAV LAV J Q 0 0 0 0 w o I--_ 0 VB60 M. BATH VANITY RAISI BAR] GREAT RM. WALL ELEVATION rn I) 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL 1 KITCHEN BASE CABINET -7 BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROMNCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 to Lo 0) O CD r ({y w N � w �'p n J J x o cn - Q IQi co cv �4 W QJ 16�CON J m Q � ^W, J r ILL mQ rnU �wFfcoC9 z0<t- It- ��coZ N Q c+, a w J w H PROJECT NO. 17-015-012 DATE DRAWN 3A-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 100 SQFT TOTAL 2300 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET 4 i3€iP' ilt�Pf-RN�%P{p81�, fi.S9tiF.5�'LYfY 1r��7 fdf��Jai6W� %g-A:lm 'WTH i lr+1` 1 S649 as u x "$/d° wow Jlim Awso lm NSW Mir 1/4" = 1'-0" D D '11 All 1' 41I ' D c V 2• 18" NUN-15KU KNEEWALLS BY BLDR T.O.P.@ 11' 4" NOTE: TRUSSES ARE DESIGNED FOR ASPHALT SHINGLES. IF OTHER ROOFING MATERIAL IS USED, PLEASE NOTIFY TRUSS MANUFACTURER. * ROOF TRUSS WEBBING IS DESIGNED w/ 2x4 SYP# NLESS NOTED OTHERWISE, S E ENG'g FOR SPEC's FLAT CEILINGS @ BEARING 1i EIGHT UNO NOTE #1: PLYWOOD NAILER Y BLDR NOTE #2: TRUSS (T03) END VERTICAL HELD BACK TO AVOID INTERFERENCE WITH LOWER TRUSS. PAD OUT OVER J7 TO CREATE IiSIDE WALL OF POP UP. HATCH LEGEND SLOPE CLG p N Q 1 - 811 C7 g Hgt. S' - 0" A.F.F. 12' - 11", A.F.F. . Truss Truss I.D. Gravity (> 5,0( Horizontal (> w6$gei Tor T. Tombo * :tGkR±f3Loll h3 FASCIA 268 It HIP LINE 93 R NO-,q ) VALLEY LINE 24 Ex SHKhYINf AREA UNDER VALLEY TRUSSES AND SE -I AL #: WASTE MATERIAL NOT INCLUDED :136b989999e20a51b6cd &YLDRTOVERIYCLCULATIONS *NOTE: ALL TRUSS TO WALL AND/till I itUSS TO LEDGER CONNECTIONS BY BUILDER 'a „ (UNLESS NOTED OTHERWISE) E = _ 3 E._ * NOTE: ALL CEILING DROPS BELOW BEAM ARE d d a e BY BUILDER (UNLESS NOTED OTHERWISE) = a e y c = = me " * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW " ^ m TRUSS I.D. AND TRUSS LOCATION ONLY. p " _ - a e THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN E a OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS _ _ o e e N _ FOR GRAVITY AND UPLIFT LOADS. a a= e s m FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD m rn 9 e` e N e e ` e - r O y zi O w e« N« N REPRESENTS THE LEFT SIDE OF e. a � —s = ;, EACH TRUSS DRAWING a e V _ W { NOTE: REFER TO USP CONNECTOR CATALOG 1 N L C o _ o a 3 FOR INSTALLATION DETAILS) (A) JUS24 THD46 ® - - - e B JUS26 J MSH422 R O THD26 G MUS26 ®- - s a ¢ .- � n c � T =E_aee a OD THD28 OL a E_ � e_- e= s o e •°i. N OE THD262 OF THD28-2 a �.1e eee ❑e `m (� JUS46 ,HBB HANGER BY BUILDER BBB BEAM BY BUILDER s _ 'd * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON d o '_ •°3- TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 e=Ndo e� STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) o a a N e o m •�. Eo LOADING ROOF FLOOR WIND LOAD .ec -� 2 E a LIVE LOAD 20 ASIDE 7-10 0. O E 5 DEAD LOAD 7 160 MPH EXP B ;5 _ e c a c „ LIVE LOAD 10* CATEGORY 11 p wi (/yG v DEAD LOAD 10 ENCLOSED = e' w t o e H TOTAL LOAD 37 FBC - 2017 O DURATION FACTOR 1.25 TPI - 2014 z o a ` REV DATE BY REMARKS _ N ❑ m .- y N N w � � c = e a m 3 w = w a >. m ! `^ m e a ea e m� N E a e E ' e � p w py0 G• ` 0`e N= ❑ _ _ a ; It is understood that above conditions have been reviewed APPROVED , e e'm •d & are acceptable for the m jL mea e o fabrication at trusses, ❑ APPROVED AS NOTED T E _ m •� a elevations, pitches, overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT r 9 e N o e elevations/pitches; bearing a = ' EL o s REJECTED conditions & all detail pertaining =_ d v t W to this truss placement plan. No N E "= 0 s e 'o = a back charges will be accepted DATE without previous written approval from an A-1 Roof Trusses representative. REVIEWED BY a = Q d & PLAN DATE ARCH: 08/07/I8 -� E• c C W a O 6 CUSTOMER RENAR DEVELOPEMENT CO tmae o d m a N e JOB NAME CAYMAN 1763 B1 ELEVATION d 3 e e 1 E e d _ 'E Of N O `OF OPTION(S) N Y E = ev COMMNTY MORNINGSIDE/LOT 12 as = e s 3 e /LOT# 9„ d CITY FT PIERCE, FL z s e -E COUNTY ST LUCIE GARAGE _ ^ •__ BLDG BLDG a_, e a TYPE # RIGHT E c rn� m p e o •N L N u JOB # 75659 MASTER WRMSCM1763B1 e DRAWN SCALE M 3 DATE 3/5/2019 - d N e o � � Bd{ N.T.S. F y rn = o a C' —f 3 e e 79 e'T E 'a �• v o 'a e� e a e e e - F a 2 _ A FLORIDA CORPORATION05 Ph 772-409-1010 / Fax 772-409-1015 _ = N o e http.-#www.aItruss. corrr w e ti