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HomeMy WebLinkAboutPLANSPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 56 PHASE IIA, MORNINGSIDE COMMUNITY, FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS. FIXED GLASS. WINDOWS, & SKYLIGHTS: OPENING PRODUCT DESIGN ID PRODUCT MODEL# MANUFACTURER GLASS ATTACHMENT METHOD APPROVAL PRESSURES HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 306$ 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 DOOFS 1 8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) O WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/-60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 114" DIA. cO GLASS BLOCK 8"X8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 15-0916.12 +;- 90.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 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 +1- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 118" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +1- 60.0 PSF (MIN) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING « » TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" FL18355.1 PRODUCTS, INC. ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «>> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +'- 50.0 I SF (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 P9F (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 R3012r) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS" AIR FREEZING MEAN ANNUAL Speedo Topographic Weathedngs Frost Imeb Terrrvte LOAD (mph) e„ecak (NA) CATEGORY depth TEMPO REQUIRED" INDEX' TEMPI WA See Fig. R30T2(4) WA Negligible WA Very NIA WA WA Heavy For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0 447 Ms. a. Weatherng is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652_ b. Reserved. c. Termite infestation per Figure R301 2(6) is "very heavy' it W nd speed shall be fmm the basic wind speed map [Figure R301.2(4)]_ wind exposure category shall be determined on a site -specific basis in accordance with Section R301.2.1 4. e. The outdose design dry-bulb temperature strait be selected from the columns of 97 1i2-percent values for winter from Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shelf be perrtutted to reflect local aimates or local weather experience as determined by the building official. f. Reserved_ g. The applicable governing body shall, by local floodplaln floodplain management ordinance, speafy (a) the date of the jurisdictions entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas). (b) the dale(s) of the Flood Insurance Study and (c) the Panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended_ h. Reserved. L Reserved. I. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SQ. FT. VENTILATION AREA REQUIRED = 2,343.0 SQ- FT. / 150 (F.B.C. R606.2) = 15,62 SQ_ FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12 WIDE SOFFIT = 43.1% B" WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.D SQ. FT. X 11.74 SO. IN. / SQ. FT. X 1 SO. FT. / 144 SQ. IN. = 24.14 SO. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SO. FL > VENTILATION REQUIRED = 15.62 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: M?//I,,%z Apt -y_,ic_yj /�r 4 Signature:! Certification Number: 412.0 Date: LI 1111 _IMWOWT�T 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 (SQ. 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 '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 SPEED:140 MPH t t i ► e 1. t i i!I91W':19:11iiNZBIT, l:1a BUILDING CATEGORY: 11 EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' 160 MPH X OVERHANG:1.33 FT ROOF PITCH:__6 1112 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X 170 MPH 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. ANOERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-7-18 ti O cy) to 0 to rn N CD 0) � t9 U rn J o 0 - Q LL N LL -J C:) (.0 co0�(V w z J C) W �W�f00 Z UO Q � cVd U �� M 0- w w PROJECT NO. 17-015-056 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET C UR J COD ST. I CANED) St. Lucie ComW FILE COPY CE 0 I i� C 0 I N L _ I � HB 7 5/8- a 00 I U-) laq I M O I 0 m o 0 I 0 i N ro I i� 1'- 101 23'-0 3/8" 14'-11 5/8" 36"X36'X16" DEEP CONC. FTG. W/ 3 #5 F EACH WAY r 1 I I ■ 23'-8" L — J 14'-4" L — 7'-0" 6'-10" 5'-2" w 1 G of D I 00 A i EI A 1 r 1 LI 1 io L — — — — — — — — — — — — 3' 1 1 /2" 1'-8" 2'-6" N RECESS SLAB 4 \ FOR S.G.D. — — — — — 1 M ; I LAV LAV H N I c co RECESS SLAB I ■ 3 1/2" FOR ■ SHOWER c I 11 rn INDICATES C.M.U. CELL FILLED I rn W/ CONCRETE AND (1) #5 VERT. 1 FOOTING TIE BEAM (TYPICAL) O TO WC II I IL ■ 9'-4 1/8- 1 I 3 1/2 10'-7 5/8" I I I II SINK W/ ■ 1 I I DISP. I ■ I 0'-0" II I I A II 1 REFERENCE o i ■ FINISH FLOOR I I. I 4" 2500 PSI CONC. SLAB W/ 1 FIBER MESH, ON 6 MIL. POLY 1 VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN I ■ I FILL. I ■ I I I H 1 \ W. ■I r� 1 TUB/SHWR ■ H1 I WC B1 1 I 7'-11 7/ " LAV 1 I ■ ® -- oil, I ■ I 5'I 8" 2'-8" 2'-2 1 /2" I a t o o 1 1 U) I I� I I i a I 0 1 I I I� D N I A I N I I I I G I I■ I co 1 1 A co I co I F I PE DOWN I AT 00 DOOR" aom S-7" 5'-2" S-7" 20" 16'-0" 20" 12'-4" 6'-4" 19'-4" 38'-0" 1 to 6x6 - 10x10 WWF CONC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB F- OR FIBER MESH a CONC. a o GRADE 2 A k� L 6 A DETAIL 1 CONIC. A/C PAD > SLAB - 2 #5 d 8•• BARS -4" g DETAIL 1 to CONC. w SLAB GRADE -- --T 2-12"(MIN) BA S BELOW 8"1'-4 D DETAIL 1 CONIC 1-#5 SLAB BAR -4- 00 4"8" _+ G DETAIL 1 BARS'I 2'-0-0' C DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC. 1•_0" SLOPE SLAB 2_# _ GRADE BARS � T F DETAIL 1 5 1/2" FRAME 7 5/8" BLOCK vi w CONC. d SLAB T� > 2-#5 8' 1'-4" BARS /'J DETAIL - S.G_D. 1 CONC. 8" 8" SLAB VARIES ---- ---- N SHOWER '-- RECESS M L DETAIL 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0" AE = 58'-9" BD = 64'-6" BF = 68'-6" UIMLNJIUNJ AKL ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1-#5 CONC. BAR SLAB H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR r O 4" 4" K DETAIL 1 0 SHOWER CONC. RECESS SLAB _ AT WALL M � GRADE -- o 2-# -1 BANS �' M DETAIL' 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN.�r� FTG. PER DEPTH 3" MIN. 3' MINDETAIL � .— FOOTING & REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL N GONG. w SLAB Hi DETAIL 1 CONC. SLAB 00 4" G1 DETAIL 1 V 2" 2" V.T.R. SINK W/ AUTO VENT 3" V.T.R. I� 1 I J I I I I I j i WASHER I I I I I ^ 1 I I 2" 3" 3" V.T.R.I LAV �� I Ir3" q3' 1 1 I W.C. 2"I 1 CLEAN 2" I LA 1 OUT SHWR. t " 3' W C. i I 3" MAIN 1/4" = 1'-0" I TO SEWER 2" 1 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 MASTER PLAN REVISION 8-7-18 Lo uo rn •— N o rn m W (.0 N Ut:rn� � cto co LL 0 J X C)CD _j M0 N J mQLLrnU AWE- coU` ZOQ�U �`n(o0 r = CM tZ w J W I - PROJECT NO. 17-015-056 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 1.0J1 A 23'-0 3/8" 14'-11 5/8" C.B. COLS.— 1 -4 ' .IXX '�X�Y TOP + 6'-8" A.F.F._` j7 23'-B" 14'-4" 14'-2" P.C. HDR. ABV.— BOT. + 6'-8" A.F.F. 0 I y LANAI O+7'-4" I 8'-0" CLG. HDR. HT. ■ ■ ■ ■ ■ 8'-0„ 3,-8" I / o 0 --- V) I N 8'-0" 2O M Ir __CLG. _ _ S -8" CLG. -18' ■ ■ ■ ■ CLG. O HB I I I 9'-01, I 'O 13'-7 1/2" ( 14'-1 1/4" R S ■ 0 0� I N MASTER BEDROOk 42" H. 2X4 I COFFER KNEEWALL I rl I FAMILY ROOM O co 8' CLG. 4 VAULTED CLG_ ■ +6'-8" 3' 2" 3 2'— I � 12'-0.. N HDR. HT. ■ WALL iv co N Z L — _ — TYP. 5 9 OH � a SH cl 2g (�) iv n cv 0 ■ \ � I 4 O ■ N 10'-0" i7 3'_ " I 4'-1 1/4- 3'-0" 5'-0" 5'-7" 11'-4" __ _ I RAISED E-- - ---- 2'-3 1 /2» RAISED II BARTOP DEN/BEDROOM #4SINK \ BARTOP I i W/ ■ o VAULTED CLG. o j� DISP. ■ I i II I i I LIVING ROOM -co O � KITCHEN CATHEDRAL CL I I Q +6'-8" I i VAULTED CLG. N HDR. HT. ® I 3 N 0 o 0 R/S 04 co Lo Z ® R/S M I m ■ N ■ I I ki po O BREAK -AST Op b I Uz -5 VAULTS CLG. r_ +6'-8" 5' 7 3/4" 5'-4 1/4" 15'-1.5 1/4" C) 1/4" „ 9'-6 1/2" aoo HDR. HDR. HT. I 5 ■ HT. BEDROOM #3 11 O N VAULTED CLG. M I 4 -4» 5'- �y DI)TING ROOM 8' CLG. a CATHEDRAL CLG. j 5 SH. W I SHELF N ABV. ■ I 8'-0" =1 8' CLG. _ ® D. - iv AC 1" 1 M.T. DRYER 0 o OV. 3 T. W_ Cam' . %� ® 18'-3 I I 7'-8" 3'-7 1/2 7'-1 3/4" 1/2" 0 I O O +6'-8" 31" IN I I i' VAULTED CLG. HDR. Lo ■ 2'-8" Of D_ ;u') 1 2X400 KNEEWALL- HT. M TOP +12'-11" iV R S — 9 M.T. A.F.F. °' I U) I i 22"x54" ■ AC IN8 FACE OF GABLE i x II ATTIC ACCESS — — — y COND END TRUSS ABV. u 0CLG. HT.GARAGE I 2X4 KNEEW L- O BOX OUT BETWEEN 8' CLG. +12'-11" A..F. TRUSSES A V. I —I GARAGE R OF ■ ■ 6'-0" 1'- 3'- 3 4' G FACE OF 16"W GABLE END UTRUSS 1'-6" ARCH 1'-6" l ABV. ABOVE ■ HB BEDROOM #2 0 8' CLG. I ro 0 10 1 �n HDR_ HT.O ■ ■i ■ ■ ■ IIN ■ I il 6'-2" 12'-4" 6'-4" 20" 38'-0" 16'-0" 19'-4" 20" FLOOR PLAN 1/4" = 1'-O" DOOR SCHEDULE O SIZE PER BLDG. R.O. SUPER. Q REMARKS 1 3068 W1 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 7 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 12 1668 BIFOLD 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 3'-0"W. X 3'-6"H. FIXED GLASS W/ 2'-10"H. LEGS 1 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1. WOOD STUD SPACING_ (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2- WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON �r2r�r�l FL, LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-7-18 ti W Qj q �\w N Lo Ln N o coo W co N U�rn� X Q N OJC)cc)LL J m Q 00N J 0 W 04 WLL(MD 0 QUOfc�iU ZUQ� Lo � Z cce) d w J w F— PROJECT NO. 17-015-056 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT r15,364.4 IC VOLUME OF DITIONED SPACE _ CUBIC FEET SHEET ([!A 2■O r ATTACH 1-1/2' X 4-1/2' P.T. BUCK TO BLOCK WITH. GONG OR YASONY� I HEAR 1/4 X 3-3/P IS SPACED4" FROM CRNRS g G FROM MU.U0N. AMRS: i/4' % 3-3/4' TAPCONS SPACED C FROM CORNERS. 18.94" G.C. WAX. DRYWALL BOARD - CEYFAIn7M1U5 FFR9i :DOMW --PFAeV:IER CAUUMM ATTACH DOOR FRAME TO 2X P.T. DOOR RM HEAD. /10 X 2-1/2' PFH WOOD ACED 4'FROM CONERS. 3• k 6" FROM MMBS j10 X 2-1/4' PHI WOOD SCREW" FROM CORNERS, I&W OP_ MAX HEAD/JAMB DETAIL (2X BUCK) EXT DOOR C(NC OR MASONRY DRNWiL BOARD — DOOR IRN— ATTACH DOOR FRAME TO BLOCK WITH: HEAD. 1/4" X 3-3/4" TAPCONS SPACED $ FROM CORNERS, 3' k 6' FROM MLUION. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM COWERS, 1&W O.C. MAX 12' P.T. MM SET N SLOWED W/OG (MAX) ODOR THRESHOLD SET IN BEAD OF CAULK AND FASMIED 1O SILL WITH 1/4' DIA X 2-1/4 TAPCONS SPACED 3' FROM CORNERS 3' k E FROM MUIUON HEAD/JAMB DETAIL (IX BUCK) SILL DETAIL EXT DOOR EXT DOOR P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ N,' x 3' TAPCONS (1 1/4- MIN. EMBEDMENT INTO BLACK) PRECAST LINTEL AT TOP BLOCK COURSE TOP OF BLOCK WALL REAR ELEVATION 2x4 VERT. AT EA. FACE OF ARCH W/ (3) 10d NABS AT EA. END TOE NAILED W/(2) - 10d AT BUCK 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. PLYWO. ARCH FACES W/ (3) 10d NAILS THRU O.S.B. INTO EA. 2X4 P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ )(s x 3' TAPCONS (1 1/4" MIN 2X4 VERT. BRACES EMBEDMENT INTO BLOCK) 1/2' COX PLYWOOD PANEL ,(BOTH SIDES) BUCK W/ 8d NAILS AT 4- O.C. PROVIDE ){e x 3' TAPCON (1 2x4 SOLID BLOCKING (FULL 1/4' MIN. EMBEDMENT INTO WIDTH OF WALL) BTWN. PLYING. BLOCK) AT EA. SIDE BUCK-(1) ARCH FACES W/ (3) 10d NAILS WITHIN 4' MIN. TAPCOJ OF THRU O.S.B. INTO EA. 2X4 START OF ARCH BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS Bco"nNUOUS SECTION A —A 1/4" = 1'-0" 1/2' CDX PLYWOOD A-p I FPANEL (BOTH SIDES) NAILED TO BUCK W/ Bd NAILS AT 4' O.C. PRECAST LINTEL AT TOP BLOCK COURSE BUILT-UP PLYWOOD IXi MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ Bd NAILS ARCH O G' LINE OF RECTANGULAR ROUGH OPENING ARCH IN MASONRY OPNG. DETAIL RIDGE HEIGHT — — — — — — — — — — — — — — — — — — — — — — — — +17'-10" A.F.F. 6"W. RAISED TRIM (PROJ. 3/4") TOP OF BLOCK_ 12 61 - _TOP OF BLK +8'-0" A.F.F. - TOP OF SLAB* (REF. ELEV.) - F 00 2 li I Q 3-oam LEFT SIDE 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). ix3 OR 1x4 P.T. 9" g7 8N SEALANT AND NAMED W/1-1/2" CASE HARDENED COI. NABS AT 12" O/C MAX COYC OR MASONRY ~ HEAD DETAIL WINDOW PERYEER CAINIONG CEIENNIM FINISH .GONG OR MASaW IX3 OR IX4 P.T. BUCK SET N W SEALANT AND MAUD HMWEY® COIL NAIS AT 12' 0/G MAX. l `DRYWALL � CANING JAMB DETAIL WIND❑W 12 -16 _TOP OF BLK +80" A. '-F.F. TOP OF SLAB A.F.F. (REF. ELEV.) 0 LPRECAST OR PODED Su PERIMERR CNAXING SILL DETAIL WINDOW —TOP OF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------ +8'-0" F 00 3 = I o� 30 6"W. RAISED TRIM 12 (PROJ. 3/4") 6 TRUSS BRNG. 0 ENTRY +12'-11" A.F.F. FRIEZE RAISED STUCCO FRIEZE TRIM (PROD. 3/4") TOP OF WINDOW ��\,� ROOF AT 12'-6" A.F.F. 8" r d/I r, 8 _ CRICKET TOP OF SLAB -- +0'-0" A.F.F. (REF. ELEV.) loom OEM ONE modom 'I - momI I I �I ICI Li I A I i I ICI ICI �I F L SMOOTH STUCCO FINISH AT to = FRONT DOOR I J �� FRONT ELEVATION 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —TOP OF BLK� +8'-0" A.F.F. ENTRY SECTION RIGHT SIDE ELEVATION 1/4' = 1'-D" 1/4" = 1'-0" —SR= FINISH PFR8E7ER GAUXYNG CONIC. OR MASONRY ix P.T. BUCK SET N SEALANT AND AIMED W/i-1/2' CAW HARDF]ED .. of COI. NAILS AT 24' 0/C \ L DRYWAL BOND CALAXNG DOOR FRAME FASEM D!W BUON W/ W/ 3-1/4' x 1/4' (INN) TAPCONS AT 24' 0/C MAX N PREDR UM HOES BY MAAISACTRXER JAMB/HEAD DETAIL ( GD) DOOR FRAME FASTEN TO SI . II/ /6 x 1' Somm N 2'-G' 0/C FLOOR COM9W ° �OWT BFD am SILL DETAIL (SGD) MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) _ TOP OF SL +0'-0" A.F (REF. ELEV MICHAEL C. ANDERSON Lo Lo N O H) (0 W (D N 0 (3) �J7 d. x Q W N LL � �JQ'1Jco Jm0Do w , W LL p=pQu rnU arWF-(DU` Q�U ZO r` ED Z [,- _ m d W J W H PROJECT NO. 17-015-056 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 3.0 1/4" = 1'-0" FL. LIC. AR0017305 ANCHOR SCHEDULE PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48' O.C. SEE NOTE #2 1'-4" - OH 0 1'-4" - OH NOTE: TOP OF BEARING AT B-10 LANAI +8'-0" A.F.F. P-C. LINTEL BOTT. 1/2"0 A.B. AT 32" O.C. IN LINTEL B-9 B-7 I i SEE GABLE END SECTION XX SHEET A6.1 `�0 ti 8 CT 11 I II 2 "X" BRACING TYP. II I I 8' FLAT I CLG. COFFER CLG. I VAULTED CLG. OH VAULTED CLG, II VAULTED CLG. I I VAULTED CLG. I I B-4 I I I I CATHEDRAL CLG. 8' FLAT CLG. I I 8' FLAT I CLG. VAULTED CLG. 8' FLAT CLG. 1'-4" OH (2)2x6 2x4 "X" BRACING TYP. JL I i i x 22"x54" ATTIC ACCESS 2X4 KNEEWALL- TOP + 12'-11" A.F.F. II II 2X4 KNEEWALL- TOP + 12'-11" A.F.F. 8' FLAT CLG. LL I I I i t 11 I I II II II II I II II 16" 1s" II II II II II II I KI II II II II I I 1 B-2 1/2"0 A.B. AT 32" 0_C. IN LINTEL ;oFED—] 1/2"0 A.B. AT 32" O.C. IN LINTEL SEE SECTION X-X ON SHEET A6.1 SEE SECTION X-X ON SHEET A6.1 P.C. LINTEL "-8 ' 6 6'-8" >x4 "X" BRACING TYP. PROVIDE 2x4 30TTOM CHORD 3LKG. AT 48" ).C. SEE NOTE #2 (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-1Od X 1 1/2 TO PLATES 24-1Od X 1 1/2 TO STUDS 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" PRECAST HEADER SCHEDULE B—X 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" 8F16-1B 5365 PLF 2290 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 70" 8F16-1B 1459 PLF 1272 PLF B-7 126" 8F16-1B 1533 PLF 914 PLF B-8 64" 8F16-1B 5365 PLF 2290 PLF B-9 70" 81 4360 PLF 1634 PLF B-10 168" 8F16-1B 1002 PLF 559 PLF 12 PER CONNECTOR PER ELEV. ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY +13'-2" STD. BRG. HT. DBL. 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER EACH TRUSS (2'-0" O.C.) 7/16" O.S.B. 8d ® 4" O.C. EDGES 6" O.C. FIELD CONNECTOR PER FRAMING PLAN P.T. 2X4 BOT. PLATE W/ 1/2" DIA. A.B. ® 16" O.C. W/ 2-3/4" MIN. EMBED. & 2" SQ. WASHERS KNEEWALL DETAIL 3-16d NAILS 2 X 4 VALLEY FRAMING AT 16" O.C. REFER TO TRUSS ENGINEERING FOR CUPPED GARAGE TRUSS FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 1 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 SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS V-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 MICHAEL C. ANDERSON 6/17-//1 e? PLAN REVIEW REVISIONS MASTER PLAN REVISION L==�7-18 ti O' co � > v \q q N q o to to CD r (�i O � L W O N �7y J~0Oj^ � Me x Q LL N OCO �m000 A ` J r WIm w 1-: (9 z0<r- to (o uj Z CV O M d W J W H PROJECT NO. 17-015-056 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 4mO PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 X 1 EXH �C I FAN S.D O , PREWIRE EXH FAN O C.M.D. S.D. S.o 0 -1-1 �!j_ a I' S.D. �-{f , G.M.[L='n D. III Na fEEEII 0 COACH LTS. PREWIRE 5'-D" AC m W. 3 / I D. -FFGFI n DIE \ \ / 22"x54" 1 x �Y �— ATTIC ACCESS — —� W/ PULL CHAIN I LIGHT ABV. GFI GARAGE DOOR ELEC. OPENER PREWIRE PANE. I I I I I I I � / I I I I I FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22,000 WT A/C 65,000 CIRCUIT NO. CIRCUIT ID BRK AMP WIRE SIZE A PHASE A PHASE WIRE SIZE BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 8 40 RANGE 6 7 DRYER 30 10 8 40 RANGE 8 9 REFRIDG 20 12 12 20 WASHER 10 11 KITCHEN 20 12 12 20 BATH GFI 12 13 KITCHEN 20 12 14 15 BEDROOM ARC 14 15 H-W 30 10 14 15 BEDROOM ARC 16 17 H-W 30 10 14 15 GENERAL LITE 18 19 SPACE 14 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 14 15 WP/GARAGE GFI 22 23 DISHWASHER 20 12 0 14 15 GARAGE DOOR 24 25 14 15 GENERAL LITE 26 27 14 15 GENERAL LITE 28 29 0 30 31 0 32 33 0 34 35 36 37 38 39 40 41 42 ELECTRICAL LOAD CALCULATION 1763 S.F. AT 3 VA 5.3 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA OUTLET FOR SUBTOTAL MICROWAVE 32.8 kVA FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9.10 kVA TOTAL OF OTHER LOAD 19.10 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.10 kVA 23,100 VA DIVIDED BY 240 V 96.3 A POOL SUB PANEL 30.0 A TOTAL 126.3 A USE 150 AMP SERVICE EXTENT OF AREA AC FOR VINYL OR TILE COND PER CONTRACT COACH LTS. PREWIRE ELECTRICAL PLAN 1/4" = 1'-0" 2" RIGID O.H. SERVICE F.P 3—#2/0 XHHW \ SER CABLE 150 150 32 CKT AMP PANEL I I C/B METER 3#1 CU THNN 2" CONDUIT NO. 4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. IF NOT CU USES � m SUPPLEMENT GROUND NO. 4 CU. WIRE TO 5/8" x 8'-0" SCHEMATIC ELECTRICAL RISER GROUND ROD ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, ETS DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOS, 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 (8)). 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 10i RECESSED LIGHT K> WALL MID. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE I �1� R! WALL MTD, VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE DR W/ LIGHT AS NOTED) �J WALL MID. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR CHIMES -0 CHIMES PUSH BUTTON TELEPHONE JACK -LI CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED UO V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE DEDICATED 220 V. OUTLET ❑ 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. p RHEOSTAT SWITCH @ 42' A.F.F. TP � TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION Lf= 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 EDITIOF MICHAEL C. ANDERSON �MIJyt FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-7-18 U7 LP) rn m O cp w co N U 0) � J V x M CO Q LL �- 0-1 R'OCO Jm0CC) N w ` LL m Q w W 0) U SwF-co(D Z0<r - � in z O r> a w w H PROJECT NO. 17-015-056 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 5mO 12 �ELV R-30 INSULATION 1/2" CLG. GYP. BD. 8%8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CON'. PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS NOTE: SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: MAX. EDGE SPACING: 7" 1 " 1x4 P.T. PLOYCEL SEALANT P.T. WOOD BUCK . FIELD SPAGING. 2 ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) 4" 2500 PSI CONC. SLAB W/ FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 - MARBLE SILL 1/2" DRYWALL ON 1x2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) ' I I�'A _ J HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. T, P. O.H. PER ROOF PLAN,- - TOP_OF BLOCK REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW. HDR HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) 0 -0" Y TOP OF SLAB FINAL GRADE -STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. `-CONC. FTG. PER :I FOUNDATION PLAN TYP. EXT. BLOCK WALL F I 1! LINTEL II I 2x4 STUDS 0 SPACING II PER PLANS I I VERTICAL FILLED CELL W/ 1-#5 BAR I CONC. BLOCK WALL (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS 0 24" O.C. VERT 2 1/4" MIN EMBEDMENT II NTH 2" SQUARE X 1/8" THICK HURRICANE WASHER I I I n I I - �----- EXTERIOR FRAME WALL TOP OF SLAB TO CONC. BLOCK WALL CONNECTION REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. �2x6 P.T. FROM BOT. OF NAIL) AI IL UA:. MUM IU ULU. UNL AEQUAL EQUAL :x6 .T. d 1/2" DIA L-BOLT 2xi N (8" LONG) W/ 2" P.- WASHER AT 32" O.C. MAX. n GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL (2) 16d ® 12" O.C. �- \--(2) 10d 0 6" O.C. 3 1 /4" DETAIL AT 90" CORNER GROUT SOLID AT TOP OF CELL - STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FBCR 2017 (6TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL_ 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f'm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET. ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/4" MIN. HOLE DEPTH 5/8" 7/8" 6" 3/4" 1 7" 7/8 1 1 /8" 8" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE 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. 0 z m 3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE i0 TOP OF BLOCK WALL SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL -25" MIN. LAP OF REBARS SAWCUT APPROX. 4"W. X 24"H. OPENING IN 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 3/4" DIA. X 6" DEEP HOLE FOR iw #5 BAR SET IN EPDXY ADHESIVE . �D ADDED REINS. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1, ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP, PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP 11 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA_ EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE J 2O - - - - - ------1 Oj O I O ROOF I ti�A I EDGE 2 I 1 1 2 RIDGE OO--4' -----0 IO 1 2 2 2O I �\e 0 1 G4 1 I fit :A 1O ZONE 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 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 L PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-7-18 u� rn �- N o co W U CO H 0) �U)vX �� s coQ N 0 �Of � LL 0_CD CD J m O Co 04 mQ�rnU �LL F- (DQ U Q 94 Z OU ^ w L Z CV O M a LU J W F_ PROJECT NO. 15-015-0_ DATE DRAWN 8-7-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 6mO PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC, AR0017305 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 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND IONI ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL 36" ABOVE ADJACENT FLOOR 5x5xr WELDED FLANGE N 1 1 1' 3" 0 x 1 /4" BOLLARD STEEL PIPE i" TAPCON TYP.4 ETAIL WELDED LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 Z Z O~� a ZwLd TOP OF LOWER = a BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK UUIVGKtit U tiLUUK TIE -BEAM TOP COURE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS — 2x4 VERT. STUDS ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) PRE-ENG'RED SEE TRUSSES NOTE #4 NOTES: 1. HURRICANE CONNECTORS REQ'D AT 8,-0" O.C. 2. PROVIDE "H25" 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 TOP OF HIGHER BLOCK WALL #5 BAR DOWEL W/ STD_ 90' HOOK CONC. BLOCK WALL VERTICAL FILLED it CELL W/ 1—#5 BAR I I BLOCK WALL HEIGHT TRANSITION DETAIL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS ® 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS ® 10" O.C_ IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS `ALUM. NAILS 0.12 DIA. :E P 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. ROOF SHEATHING SIMPSON STRONG -TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 VERT. STUD NOTE #4 ROOF SHEATHING HAND FRAMED VALLEY DETAILEXPA STRIP I( STRIP & THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" ®JAMB HEAD (ONLY) D.S.B. SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT R❑❑F FRAMING ON MASONRY SPECIFICATIONS STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) PANEL ANCHORS 8"XS"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9-GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4% HOT -DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT 11. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT. SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-7-18 q � �� ti q q Q4 IW I I Lo Lo rn r (_j C3 m cq W co N U m w J a ct E J Q xculn < LL04 LL 0 J O —1 m Qcq N w ` J r W (nQu_o�U WW1=cflC.7 ZO¢�U F 11� to M 0_ W J W H PROJECT NO. 15-015-0_ DATE DRAWN 8-7-18 DRAWN BY MCA CAYMAN 1763 133 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 6ml PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 CORNER__` FLASHING \ TAPE VVV CORNER FLASHING TAPE FLASHING TAPE SIDE FLASI TAPE FIN WINDOW TOP CORNER — NAILING FIN WINDOW — - —I —I — SILL FLASHING TAPE #1� SILL FLASHING TAPE #2 rWATER RESISTIVE BARRIER WATER RESITIVE 1. CUT THE WATER RESITIVE BARRIER (IC) I , I I ----ITT �- --- I I�4TH CUT, I MAKE A 6" CUT CUTI I FROM EACH TOP UP CUT I CORNER AT A 450 1 1 ANGLE TO ALLOW THE I I 450 I WATER BARRIER TO ,� BE LAPPED OVER THE I j D I I FIN AT THE HEAD OF I I �2ND�* I I THE WINDOW. IO�_CUT_�51 L------ J 2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (V FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) SHEATHING' FRAMING EXTERIOR , I I I I I I i I I I I I I I I O I I I I I I I I I I 0. ROOF SHEATHING TE NAIL (2) 16d EACH SIDE 2x4 BLKG. ®48" O.C_ 2x4 BLKG. ®48" O.C. ALUM. FASCIA & DRIP EDGE PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT 0 24" O.C. EA. 2X4 LADDER FRAMING LffrT\ i r GABLE END TRUSS 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT AIR -INFILTRATION BARRIER B'-O" O.C. (MAX.) OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER RMG. PLAN 2x4 TRUSS BOTTOM ROOF 12 CHORD BLKG. AT SHEATHING PER 4'-0" O.C. REFER TO ELEV. FRAMING PLAN HURRICANE SAP EACH TRUSS PER I/ / I I f— 16d COMMONS RMG. PLAN I TOE NAILEDEA..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 k PLYWD. DECKING 2x4 TRUSS TOP CHORD / \ , 2x4 BLKG. @ 48' O.C. BLKG. @ 48' O.C. ALUM. FASCIA &DRIP PRE-ENG. TRUSSES EDGE AT 24' D.C. / (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2x4 45" CROSS BRACING / / 1/2' PLYWD. SHEATHING OVER AT 4'-0' U.C. / / GABLE END TRUSS FASTEN WITH W/(2)16d NAILS AT EA. / / Sd NAILS AT 6' O.C. TRUSS WEB MEMBER / / GABLE END TRUSS / / NOTE: / 31E HOLD FACE OF GABLE END 2x4 TRUSS BOTTOM N\ TRUSS IN 3/4' BEYOND BLK. CHORD BLKG. AT \ \ FOR CEMENTITIOUS FINISH 4'-0' D.C. REFER TO \ \ FRMG, PLAN \ \ )K HOLD FACE OF GABLE END \ \ TRUSS OUT 1/4' BEYOND BLK. \ \ FOR SIDING FINISH \ (0) 16d \IMPSON TUSS COMMONS TOEMAX) \ \ VERT WEB MEMBER D.C. NAILED EA. SIDE \ 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT CEMENTITIOUS FINISH Bx8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. 2x6 P.T. PLATE VERT. #5 BAR AT EA. REINF. CDNT. W/ 5/8' DIA. FILLED CELL PER FDN. PLAN ANCHOR BOLTS ' @ 32' D.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' D.C. GABLE END SECTION X-X SCALE: NTS MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON PLAN REVIEW REVISIONS MASTER PLAN REVISION ALo 4" o) d' co Q O Lo N IW 0 U'j ul rn Cl N Cl co W (o ti N i rn ti �� fw Cq�Q N LL 0 --1 CD CO J070 00 04 - In w 1-: D ZO¢n(J IF w IxU)uJZ (V O cM a W -I W F- SHEET • � I PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 OPEN TO FAMILY RM. BEYOND mmo mm KITCHEN FILLER NOTES: W4 ° 36 1 ° W2 ° 12 ° W4 010 24 1 HOOD 1 FAMILY RM. BEYOND BAR TOP BREAKFAST ROOM 0 0 o F-1 o 0 B15 B 4 FILLER) RNG KIT. AT RNG. 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. IN 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. o ~ Z a- o 4. SHOWER HEADS AT 6'-8" A.F.F. WALL MTD. LT. I MIRROR CER. M. LAV VB 27 W.C. SHWR. FILLER 30" RAD. o- Q OPEN oo LL TO I 0 HALL `� 0 I — HALL ARCH BATH 2 TILE OPEN TO BEYOND Ktr KIT. AT SINK /DW/REF WALL MTD. LT. MIRROR jFILLER LAV LAV J J o 0 0 0 W j 0 M. BATH VANITY GREAT RM. WALL ELEVATION WOOD TRIM 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL KITCHEN BASE CABINET BARTOP DETAIL _ MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-7-18 � N o 0) W � N U�rn� x '6 Q W N LL ❑ J � o Cfl J m O aro N J � mzQwrnU � W 1-:coC7 ZOQc%iU � � � Z N 0 t- _ m a W J W H PROJECT NO. 17-015-056 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1763 63 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 7mO PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 6X6 I — 1 1�.1.�c1ze1 I ® ® 1 4- 1 i I FAN 7w I I ® 4' 1 14X14 I I R/A L— —�---J Q' i° 9 1OX10 R/ 16X16 9" R/A b23 8X8 Z5b R--aZ Z 8X8 _ /60 — r1. R/A 12" 2X12 6X6 R/A 28 RHF 7: 4- "/ Z-%/ W/ I i TLo/E1�/ O 1OX10 ±5-3 0 REF. LINES `'N RUN I� OVERHEAD I i 122"x5e I i X I ATTIC ACCESS �.c�.eL1Lf NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. DRYER VENT THRu WALL 01 HVAC PLAN A.H,U, 1/40 s 1'-0" FIRM ow swap s a' c;r x A o" %--w Do* r- as (ry r 4�rfjf ftmelfto I Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: Heating System Air Source Heat Pump CH14NB036*0**B* CARRIER AIR CONDITIONING Air Source Heat Pump 8.2 HSPF 0 33,800 Btuh n/a n/a n/a Cooling System Air Source Heat Pump CH14NB036*0**B* FB4CNP042L CARRIER AIR CONDITIONING Air Source Heat Pump 14.5 SEER 0 34,200 Btuh 25,650 Btuh 8,550 Btuh 9162515 PREFERRED AIR CONDITIONING & MECHANICAL, inc. CAC1817665 1643 DONNA ROAD WEST PALM BEACH, FL. 33409 561-689-1093 831 S. KINGS HWY FORT PIERCE, FL. 34945 772-878-7577 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 OWE -RESIDENTIAL (67H EDITIO1 MI/C-HAEL (CANDERSON jqt%W - o7 C.Ao FL LO Wo _ 44 � W � � co A - O O Q4 hh o Pit. LO LO rn CD W~ CO N HJ � J M dx z ` N arm 0 m C) N WLL 0QLLpNjU W1co(1 Z 0 < 11 t` Ln U Z O n M Q. w w 1-- SHEET 8x0 St. LUCI 1' 4" e C9= 21' 0" i.5p rr" N011 : IXUb5L5 AXL ULblUiN1 L) FOR ASPHALT SHINGLES. IF OTHER ROOFING MATERIAL IS USED, PLEASE NOTIFY TRUSS MANUFACTURER. s HATCH LEGEND -- 8'- 8" Clg. Hgt. 0" A.F.F. 12'-11" 12 irusS Load Alort Oox * NOTE: ALL 'I TO WALL ANLJ/Uk iHUSS 1*0 Truss I.D. LEDGER CONNECTIONS BY BUILDER F'LE C gY = o e o Gravity (> 5,000#) / Uplift (> - 1000#) (UNLESS NOTED OTHERWISE) r _ Horizontal (> 350#) * NOTE: ALL CEILING DROPS BELOW BEAM ARE d > = 9 d BY BUILDER (UNLESS NOTED OTHERWISE) > d N 0 O * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW a d 6• O- G T •= d d G TRUSS I.D. AND TRUSS LOCATION ONLY. a g THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E d o N O � d STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. = = o REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS s _ " o = p,� =Z Q FOR GRAVITY AND UPLIFT LOADS. ' s v ri 5 o m o ^ FOR BRACING & ERECTION DETAILS REFER N z s TO BCSI-03 AND/OR ENGINEER OF RECORD _ �a9N���oa ov c t______ • -O 'n N d '� F- 1._-m-l» d io ry REPRESENTS THE LEFT SIDE OF y p = 1 d a y=j d ~ ~ Fo '~ EACH TRUSS DRAWING _ w e N d „Q o .v' m 3 d 6 d o U JUS24 U THD46 O N a .O O H T C N � — ®=o O — d ®� v _ = E = 3 1US26 J� MSH422 � - - - _ d a o 3 =•E9 •� O THD26 O MUS26 ®�- a Q o m v= c THD28 ©� � o = a> �s o 00 L� THD26-2 --- Ci o = = T V d 1® THD28-2 ___ CV)- - mEdE=sEdEA 2 JUS46 (p a d c m o - .dam. =o = m `o HBEd > HANGER BY BUILDER BBB BEAM BY BUILDER � a •E * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON �_ = a M TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 d N d STRAP (BY OTHERS) UNLESS NOTED OTHERWISE = d m9 9 s (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) E 3 0 9 D p o LOADING ROOF FLOOR WIND LOAD °° a -9 9 Nla =1 N d'Q G a LIVE LOAD 20 ASCE 740 o 0 o a �� r=tea Eo aE•�3 5 DEAD LOAD 7 160 MPH EXP B o e; LIVE LOAD 10* CATEGORY II 80 O e " d d, — o m= =-o E �� E_' FA r� DEAD LOAD 10 ENCLOSED s e a ._ Anthony T. Tombo III @I (d{ v kz I t4 29�f 77 k2 FASCIA 413 k «; t�;�°i HIP LINE 62 n ®a VALLEY LINE 0 k " NiEVIN 9 AREA UNDER VALLEY TRUSSES ANO [[��'1�. n OER �{ I AIs 1'1' - INCLUDED TO VERIFY CALCULATIONMATERIAL NOT S "" OLDWASTE E _ TOTAL LOAD 37 FBC - 2017 0 = a d s E a •� Q e o z DURATION FACTOR 1.25 TPI - 2014 o = e = z REV DATE BY REMARKS I GABLE END TRUSSES REVISED. BALLOON 1 03/13/15 j RH _ FRAMING REQ BALLOON FRAMING WALLS REMOVED. NOTE 2 08/21/15 RH REMOVED d r d r O = = = LAYOUT UPDATED W/ CURRENT ENGINEER _ s d = d 9 3 08/21/15 RH NAME WE 'g 4 10/12/17 RH LAYOUT UPDATED a a s _ " 5 08/29/18 RH UPDATED CODE i- E O d y 6 08/29/18 RH EXTENDED LANAI 2' =G '� a C d = O. ._ d m>— d o a 3 a y a t- o ` = ` ' — ` '-aE =o u E It is understood that above ❑ APPROVED e x m a conditions have been reviewed o S & are acceptable for the d d w e ❑ APPROVED AS NOTED fabrication at trusses, elevations, pitches, overhangs, ❑ REVISE AND RESUBMIT a m fascias,ceiling 9 „edge N > ; elevations/pitches, bearing d C 2 d d ." E C REJECTED conditions & all detail pertaining ❑ _ 9 d d a 9 a .= to this truss placement plan. No back charges will be accepted " DATE without previous written ��Nedoo•�= approval from an A-1 Roof Trusses representative. REVIEWED BY 2 E a+ _ o- N a3i _ u o f PLAN DATE ARCH: 10/22/15 STRUCT: / /— c a = ` c CUSTOMER RENAR HOMES — _ zi _ N y a� �_ •� N JOB NAME CAYMAN MODEL B3 d E E E e•9 e � � N O o o c d T d= d Q OPTION(S) 15X20 LANAI � O d d Olw � C •y F. O � COMMNTY w d 6 W MORNINGSIDE/ LOT 56 6 O O N / LOT # «~ Y e E- w 3 CITY FT. PIERCE COUNTY ST. LUCIE, FLYo C d H C SINGLE BLDG BLDG GARAGE RIGHT = _ a q TYPE # FAMILY _ - � F. - 9 OE E E JOB # 75309 MASTER WRMSCMB3L15X1p DRAWN SCALE 8 0 9 E DATE 10/12/17 d W d w p o s o RH N.T.S. oaoENog, o m ^Y ' lr: tj E .'°'o A FLORIDA CORPORATION i o N .n Ph 772-409-1010 / Fax 772-409-1015 http://www.aItruss.com E