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HomeMy WebLinkAboutAPPROVED 17-015-075 Construction Plans Spec Home - 24x36 - 2-26-21PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING 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: 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" FL21135.11 +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) 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) B 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) GLASS BLOCK 8"x8"x4" THICK SEVES GLASS BLOCK, INC. IMPACT GLASS PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEAD NOA 18-0725.05 +/- 75.0 PSF (MIN) 0 AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENT 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) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 55.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. 30# ASPHALT 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED TAMCO BUILDING PRODUCTS INC. « >> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 ORGANINC FELT THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. TAMCO BUILDING ALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE «» PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. DGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS « >> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) HURRICANE SHUTTERS 8 GAUGE GALV. EASTERN METAL SUPPLY LL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) PACING OF ANCHORS PER MANUFACTURER'S SPAN CHART FL 22270.1 PER MANUF. TEEL STORM « >> SPAN CHARTS PANELS TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN f SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS9 AIR FREEZING MEAN ANNUAL Speeds Topographic Weatheringa Frost line Termite' LOAD (mph) effectsk (NA) CATEGORY depth TEMP REQUIRED' INDEX TEMP N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. a. Weathering 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." d. Wind speed shall be from 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 outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(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. 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 = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5, 12" WIDE SOFFIT = 43.1', 8" 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. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SO. FT. X 11.74 SO. IN. / SQ. FT. X 1 SQ. FT. / 144 SO. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: Signature: Certification Number: Date: 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 PROJECT &CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT FRAME X OPEN i[F:1i Lyi 1 :J: m:1 ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) DEAD LOAD: 10 PSF DEAD LOAD: 7 PSF PARTIALLY ENCLOSED 170 MPH COMPONENTS AND CLADDING WIND PRESSURES PER 2020 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 27.6 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.7 PSF 50 TO 99.9 24.8 PSF / -27.1 PSF 100 TO 499.9 23.5 PSF / -25.8 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 27.6 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.5 PSF 50 TO 99.9 24.8 PSF / -31.2 PSF 100 TO 499.9 23.5 PSF / -28.7 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON 1 i c h a e l Digitally signed by Michael n d e rs Datde:rson n 2021.02.26 13:30:35-05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 O C qq 0 O N M LID TTT VJ r N o � LU (.0 N �rn� ULU J � X * o Co Q U) Q LL 00 N LU Z LU J CE O J_ CO Q 00 N T Z:)ZL-L,C\J LU � CD Q U z O Q LU LU Er LU n Z L0(O � C'M D_ LU J LU I- r-% r11 n 1 r- /1 T r nvvF__v i NO. 17-015-075 DATE DRAWN 12-14-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET CVR U) CONC. 6x6 - 1Ox10 WWF Li � OR FIBER MESH Q o GRADE 2-## .I BADS 8„ V - 4;, A DETAIL 1 99'-n" 6'-8" 3'-10" 6'-8" 3'-10" 1'-0" 36"X36'X16" DEEP CONC. FTG. W/ (3) #5 EACH WAY C D \-.-I 0 °o rG L — J I A I I _I 1 HB 1 I T 1 G o I I 1 I I A 00co A I 1 8 -8 3'- 8 1 I I I F ■I ao ri RECESS SLAB FOR S.G.D. I I 1 ■ LAV I I 1 0 1 II I 0 II � I ■ U' 00 I 0 M II I 1 LAV 0 1 ■ I I O' — O >> 3 1 /2, 10'-10 5/8" I 0 1 I 1 1/ 0 7 5/8" 0 M W�® 1 REFERENCE 1 ' ■ - - - FINISH FLOOR 1 SHWR. I I DISP. SINK W/ I 1 1 0 I 11'-7 5/8" FLOOR II 1 RECESS SLAB OUTLET II � 1 A 00 1 3 1 /2 FOR I I o ■ SHOWER I 1 4" 2500 PSI CONC. SLAB W/ 00 I FIBER MESH, ON 6 MIL. POLY I VAPOR BARRIER OVER TERMITE ■ 71) I TREATED COMPACTED CLEAN _ 14'-8 1 /8" FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 0 - � 00 I W. I H 1 00 00 1 INDICATES C.M.U. CELL FILLED 1 1 rA W/ CONCRETE AND (1) #5 I� C° VERT. REBAR CONT. FROM AC 1 1 FOOTING TO TIE BEAM (TYPICAL) r — — — — — — — — — — - ■ TUB/SHWR ■ WH WC 61 r1 7'-11 7/ " LAV 1 1 I ■ -- -- o 2'-10" 2-6" I I I COND 1'-10 5/8" a_ I I o I w o 00 1 A 0 I I D �' �, D � 1 I � ■ 1 I■ o 1 1 I 5'-9 5'-2„ I 00 I 1 ■ U 00 H B - 'n - 1 A 0 I I I HB 0 1 1 I r) r I F SLOPE DOWN 1"co 1 — AT GAR. DOOR m� 0 `�--- — -- I 1 D� Ur- U-) ■ ■ ■ ■ G ■ ■ B 4'-4" 1 A 1'-4" 1,-4„ 20" 1 16'-0" 20" 12' - 4" 6'- 4" 19' - 4" 38'-0" 2- #E 8„ BARE 1'-4" B DETAIL 1 N CONC. w SLAB ¢ 4 �_"I GRADE 2—# 12"(MIN) BAIFS BELOW 8„1,- 4» D DETAIL 1 CONC. 1-#5 SLAB rBAR 00 4 8pt G DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH CONC. SLAB ARIES #-- - o BARS 2'-0" C DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH CONC. 1�_0» SLOPE SLAB ::i 2_# GRADE BARS 1'-4" 5 1 /2" (FRAME) 7 5/8 (BLOCK w CONC. SLAB, > I 2-#5 g' 1'-4" BARS J DETAIL - S.G.D. 1 CONC. 8 8 SLAB VARIES N SHOWER RECESS L DETAIL 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY CONC. A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 69'-1 " AD = 59'-10" BE = 68'-6" BF = 61'-3" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-0" F DETAIL 1 1-#5 CONC. BAR SLAB 8„ bi F ¢ / H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR 1'-4" 4" 4" K DETAIL 1 CONC. w SLAB o 8" H1 DETAIL 1 04 CONCq-4 RECESS SLAB_ AT WALL GRADE 0 BARS M DETAIL -4 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. 3" MIN. — DETAIL FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 1 CONC. SLAB 7 :]Cc) 4» 8"1 G1 DETAIL 1 TUB i jlI. 2" V.T.R. t I J1 3„ V. T. R. 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Michae Digitally signed by I Michael Anderson Anders Date: 2021.02.26 on 13:30:58 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 O C ^�I Q qq ") O rn r CV o W co N ULmr- J coX a �a CO = N o � Z WD > LL J m O CC) N 5Z�T cVU �w�(0CD Z O ErC) Er �Lu Z � O c0 w J w H PROJECT NO. 17-015-075 DATE DRAWN 12-14-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 1m0 0 I i� ■ R/S 00 � I � U-)i 5-8 3/4" o `- j HB I 8' CLG. �n R/S of ■ R/S - N 8' CLG. R/S 22'-0" 10'-6" 1'-4„ 16'-0" 1'-4" B +6,-8„ „ +6 -8 B C.B. COLS.- HDR. HT. HDR. HT. TOP + 6'-8" A.F.F. "I EGRESS P.C. HDR. ABV.- ■ CLG. BOT. + 6'-8" A.F.F. _8'-0" © r I 8'-8" CLG. 0 L = Tr7_ M.C. -C-4CLG.0 ■ N +6'-8" \ 0 HDR. HT. 00 Q-1 00 00 I 00 0 O \ - ,> � 15 -0 COVERED PATIO 12'-0" ■ 8' CLG. 8'-0» 4'-0" N MASTER BEDROOM ■ ■ ■ ■ COFFER -----J 15-9 1/4" O 4 I I � "' DINING ROOM ■ \ N r7 w I Of +6'-8" C HDR. HT. ■ BEDROOM #3 j� VAULTED CLG. ■ 7'-4 1 /2" 15' ] 2 1 /4" GREAT ZOOM CATHEDRAL CLG. 15' 18 1 /4" I N - R/S 0 \ ■ 18' CL ' 0 +6'-8" 7'-8" 3'-7 1 /2" 7'-1 3/4" N �n HDR. HT. 31" IN. r VAULTED CLG. z z�ll g w� 2,_8„ F�T oa am\ N M.T. R/S_ O O - - - c=n ■ N E HDR. HT. ® ® 10 -4 ABV. 0 Ln I Ell ■ 6'- 011 1 -8 13 - 3/4 CLG. HT. 0 I BEDROOM #2 8' CLG. +6'-8" q HDR. HT. EGRESS 00 ■ FLAT ARCH 4'-4" SOFFIT ABV. 1'-4" 1'-4 12' - 4" 8"W. ARCH ABV. SEE ELEV. ory Q 00 m 1 [--o V w �Q N I� 6'- 4" 0 ■ ■ ■ ■ 20" 38'-O" VAULTED CLG. N I ON O I +6'-8" 1 V-3" ■ HDR. HT. RAISED 5'- 2" BARTOP RAISED II II BARTOP II II II SINK W/ ■ I II DISP. 0 II 0 II I I KITCHEN II o VAULTED CLG. II II u i 10'-0 1 /2" om >, 4, -4 10 5' -11ol 8' CLG. I 5 SH. Lw- SHELF ABV. 7'-9" = 8' CLG. D. _ I N AC M.T. 3 ■ \-DRYER WH 18'-3 1 /2" 7 i -7-1 22"x54" ■ AC 00 x ATTIC ACCESS COND o GARAGE N 8' CLG. ■ HB 0 11 Ln 16'-0" 19' - 4" ■ ■ 20" 00 00 I FLOOR PLAN DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ SIDE LIGHTS 64"X7"X2 6.2 S.F. .19 .05 1 EXT. DOOR MUNTINS IN SDLTS. 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR W/ SELF CLOSING DEVICE 4 2868 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2068 1 INT. DOOR 7 1668 1 INT. DOOR 8 4068 BIPASS 2 INT. DOOR 9 10 2068 BIFOLD 2868 POCKET 1 INT. DOOR 2 INT. DOOR 11 16070 OVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62" .55 .22 1 MUNTINS 22.4 S.F. B 25 SH 36"X62" .49 .24 4 15.5 S.F. C 4'W. X 3'-4"H. 48"X40" DEFAULT DEFAULT 1 GLASS BLOCK 13.3 S.F. D 1 /2 33 SH 25.5"X37.375" .54 .25 1 OBSC. TEMPERED 6.6 S.F. 64"W.x36"H. 63.0"X35"X60.0"RX27" LEG E EYEBROW (28" LEGS) 14.4 S.F. .56 .25 1 15 LITE 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1 /4" = 1'-0" 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON lichael Digitally sign by Michael n d e rs Anderson Date: n 2021.02.26 13:31:13 -051 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 _j LO rn r CV O '�'^ T W W co N ULrn~ n 2 J coX a o I-N U, �a 00 � 0 GE CD Q C) LL J m p� N T �Z�cVU �wF_� (0CD U Z O Q L Z O � 00 0- LJu J w I— PROJECT NO. 17-015-075 DATE DRAWN 12-14-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 2mO CONC. OR MASONRY DRYWALL BOARD DOOR TRIM_j ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: HEAD: #10 X 2-1/2" PFH WOOD SCREWS SPACED 4" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: #10 X 2-1/2" PFH WOOD SCREWS SPACED 4" FROM CORNERS, 18.94" O.C. MAX. ATTACH 1-1/2" X 4-1/2" P.T. BUCK TO BLOCK WITH: HEAD: 1/4" X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 18.94" O.C. MAX. 00. CEMENTITIOUS FINISH PERIMETER CAULKING DOOR TRIM HEAD/JAMB DETAIL (2X BUCK) EXT DOOR 3/4" x 4-1/2" P.T. BUCK SET IN DOOR THRESHOLD SET IN BEAD OF CAULK AND CONC. OR MASONRY SEALANT AND SECURED W/ FASTENED TO SILL WITH 1/4" DIA. X 2-1/4" TAPCONS CASE HARD NAILS 0 12" O.C. (MAX) SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION PERIMETER CAULKING FLOOR COVERING DRYWALL BOARD o° Q 00 DOOR TRIM CEMENTITIOUS FINISH ° ° p • o ° o ° ° PERIMETER CAULKING 00. °' O OO° o ATTACH DOOR FRAME TO BLOCK WITH: DOOR TRIM •o HEAD: 1/4" X 3-3/4" TAPCONS SPACED 4"r] FROM CORNERS, 3" & 6" FROM MULLION. PERIMETER CAULKING JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 4" CONCRETE SLAB FROM CORNERS, 18.94" O.C. MAX. HEAD/JAMB DETAIL (1X BUCK) EXT DOOR SILL DETAIL EXT DOOR 12 16 CEMENTITIOUS COATING ON LATH O O O 00 I 10 CEMENTITIOUS COATING _ ON BLOCK Q �p _ REAR ELEVATION Ix3 OR 1x4 P.T BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16-x3 1/4" TAPCON SCREWS 0 24" 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENTITIOUS FINISH HEAD DETAIL WIND❑W 1/4" = 1'-0" ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16-x3 1/4" TAPCON SCREWS 0 24" 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER ALUMINUM FRAME TO SILL PERIMETER CAULKING CEMENTITIOUS FINISH ",�SECURE CONC. OR MASONRY 1x3 OR 1x4 P. T. BUCK SET IN SEALANT AND NAILED °° 0 Q° ° W/1-1/2" CASE HARDENED ° ' �O' COIL NAILS AT 12" 0/C.LMAX. PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD CAULKING JAMB DETAIL 6" SQ. RAISED BLOCKS (PROJ. 3/4") W/2" SPACE BTWN.— TOP OF ARCH +10'-10" A.F.F. ENTRY TRUSS BRG. ----—F�YEfR +11'-4" A.F.F. WDW. HDR. HT. 6"W. RAISED TRIM (PROJ. 3/4") +10'-4" A.F.F. To80-0" P OF BLOCK A.F.F— — — — — — - SILL DETAIL WIND❑W RIDGE HEIGHT +17'-10" A.F.F. 12 -I 6 OHO 6,-2„ RAID.� - WALL PROJECTION AT CO 00 ®® CO � HALL BATH BEYOND - o � I CEMENTITIOUS COATING ON BLOCK TOP_OF SLAB_ _ Ll -0 �_' -A. TF. F& (REF. ELEV.) 4"W. RAISED BAND (PROJ. RETURN BAND 24" 1-1 /2") ALIGN TOP W/ ALONG SIDE WALL(S) WINDOW SILL FRONT ELEVATION CEMENTITIOUS COATING ON LATH TOP OF BLK. +8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 12 61 CEMENTITIOUS COATING ON BLOCK STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY 1 x P. T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24" 0/C. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4" x 1/4" (MIN) TAPCONS AT 24" 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) RIGHT SIDE ELEVATION DOOR FRAME FASTEN TO SILL W/ 16 x 1" SCREWS ® 2'-0" 0/C I��iU1:tKU9�:71►�1e1 O 000.00. C, GROUT BED CONCRETE SLAB SILL DETAIL (SGD) 12 16 O TOP OF BLK. — — — — — — — — — — — — — — — — +8'-0" A.F.F. - — — — — — — — — — — — — — — TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 1/4" = 1'-0" �t4 1'-2 7/8" rn CV O � I I I 1'-2 7/8 9,-4„ O OVERHANG SEPARATIONS 1/4" = 1'-0" O O O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CEMENTITIOUS COATINGCo _ ON BLOCK I 0 �o 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —TOP OF BLK +8'-0" A.F.F. ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. LEFT SIDE ELEVATION 1/4" = 1'-0" ATTACHMENT PER MFRS. RECOMMENDATIONS 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS UUNUKLIL U bLUUK TIE —BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL ATTACHMENT PER MFRS. SEE P�LN RECOMMENDATIONS STAPLES ® 8" O.C. PER MFRS. RECOMMENDATIONS SOFFIT DETAIL CONTINUOUS VENTED SOFFIT N.T.S. TOP OF BLK +8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) NOTES: 1. WALL FENESTRATION PER FBCR 2020 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). MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) lichael Digitally signe by Michael n d e rs Date rson n 2021.02.26 13:31:30 -05'0 4 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 Lo m r nj o m ��/� T (yam W (D N U rn � w � J � X Q 0 (n - Q LL. 00 N Lu Z C J IY O CD J_ m Q 00A N 1 ` T Co m W CD Z O Q � U fr Lu � Cn Z n O C'7 0- Lu J W H PROJECT NO. 17-015-075 DATE DRAWN 12-14-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 300 1/4" = 1'-0" (2) HETA20 1'-4" - OH F 1'-4" - OH (2) HETA20 F- 8' FLU CLG. C017 FER LG. (2) HETA20 -7 8' FLAT----- CLG. L_ ________J I II 8' FLAT CLG. VAULTED CLG. II II VAULTED CLG. CATHEDRAL CLG. 8' FLAT CLG. 8' FLAT VAULTED CLG. CLG. 8' FLAT CLG. (2)2x H i 22"x54" x ATTIC ACCESS 8' FLAT CLG. 2X4 @16"O.C. KNEEWALL TOP 11'-4" A.F.F. TRUSS GIRDER 16" O.H. I0 II _ 16" H. N = 0 -i� I. = 6 I — g_2 P.C. HDR. BOT. +6'-8" AFF 2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 (2) HETA20 B-5 - 1'-4" OH OH (2) HETA20 ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1 /2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-1 Od x 1 1 /2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) FRAMING PLAN 1 /4" = 1'-0" PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1 B/1 T 950 PLF 404 PLF B-2 70" 8F8-1 B/1 T 1459 PLF 1272 PLF B-3 42" 8F8-1 B/1 T 3166 PLF 2165 PLF B-4 90" 8F8-1 B/1 T 1029 PLF 959 PLF B-5 54" 8F16-1 B/1 T 6039 PLF 2507 PLF B-6 70" 8F16-1 B/1 T 1459 PLF 1272 PLF B-7 112" 8F16-1 B/1 T 1818 PLF 980 PLF B-8 64" 8F16-1 B/1 T 5365 PLF 2290 PLF B-9 112" 8F16-1 B/1 T 1843 PLF 1133 PLF B-10 208" 8F16-1 B/2T 950 PLF 500 PLF 8F8-1B 8F16-1B TYPE DESIGNATI❑N F = FILLED WITH GROUT / U = UNFILLED �QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T N❑MINAL WIDTH LQUANTITY OF #5 N❑MINAL HEIGHT REBAR AT TOP rj J b ao a un z .� 7-5/8'ACTUAL 8' NOMINAL WIDTF FRAMING NOTES: #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. @ 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 349530 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON ichael Digitally sign by Michael I d e rs Anderson Date: 1 2021.02.26 13:31:43 -051 FL. LIC. AR0017305 h1 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 O C qq cf) w O LO TT O/ r CV O � W O N Urn~ ui n J � CO X � a = N o a " rz o -jCco� LL =4 J m 0OC) N �Z�T CVU � w F- (0 U Z O ErC) Er LLu Z � O C0 0- Lu J LLI H PROJECT NO. 17-015-075 DATE DRAWN 12-14-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 4mO -OR VE COACH LTS. _ _ / COACH LTS. PREWIRE - - PREWIRE 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT ELECTRICAL LOAD CALCULATION 150 30 CKT 0 1560 S.F. AT 3 VA 4.7 kVA PANEL 2 SMALL LAUNDRY CIRCUIT NCE CIRCUITS 1500 VA EACH 12 05 kkVA VA NGE 150 METER .0 kVA DISHWASHER 1 WATER ATER 1.5 kVA M. C. B. DISP❑SAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 32.2 kVA FIRST 10 kVA AT 100% 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 8.9 kVA TOTAL OF OTHER LOAD 18.9 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 22.9 kVA N0. 4 CU. WIRE 22,900 VA DIVIDED BY 240 V 95.4 A TO UFER GRND. POOL SUB PANEL 30.0 A TOTAL 125.4 A USE 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN 1 /4" = 1'-0" SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) LEGEND \ SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE �^1 RECESSED LIGHT \ WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) \ WALL MTD. SMOKE DETECTOR O CEILING MTD, SMOKE DETECTOR O CEILING MTD, CARBON MONOXIDE DETECTOR CHIMES -0 CHIMES PUSH BUTTON TELEPHONE JACK T V CABLE TELEVISION JACK 110 V, DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V, RECEPTACLE ® DEDICATED 220 V, OUTLET ❑ 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. 0- RHEOSTAT SWITCH @ 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM CENTRAL VACUUM OUTLET LOCATION O L= ELECTRICAL DISCONNECT a CAT6 CAT6 OUTLET 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Digitally lichael signed by Michael n d e rS Anderson Date: n 2021.02.26 13:31:57-05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 O C ^�I Q qq W O T T V r CV O � W O N Urn~ n * J � M X a �a CO = N o � Z C) 0 GE O U J CO O CO N T �ZL—L'cVco U w F_ (.0 O Z O ErC) Er LLu Z � O C0 0- Lu J Lu H PROJECT NO. 17-015-075 DATE DRAWN 12-14-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 5mO 12 PER ELEV. R-30 INSULATION Y Y Y Y Y Y Y 1 /2" CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONT. PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS NOTE: 1 x4 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) MARBLE SILL 1 /2" DRYWALL ON 1 x2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER 4" 2500 PSI CONC. SLAB W/ WD. BASE FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 I -I NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP @ EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. PER ROOF PLAN TOP _OF_BLOCK I'REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT - LWWD W. H D R HT. I 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 I (LOCATIONS PER FDTN. PLAN) �0' - 0" I _ Y TOP OF SLAB FINAL GRADE II STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. \ I - CONC. FTG. PER FOUNDATION PLAN III -III TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS Q 10" O.C. IN CONC. BLOCK. OR WITH PRE-ENGINEERED 8d NAILS @ 10" O.C. IN WOOD ROOF TRUSS L 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ U �o(2)-10d NAILS , CONCRETE "U" BLOCK o TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS rALUM. NAILS 0.12 DIA. SEE P�LN SHANK 3/8" DIA HEAD 1-1/2" LONG ® 6" O.C. ALUM. NAILS 0.12 DIA. SHANK L "ALCOA 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT SOFFIT DETAIL AL MINUMRTIONAL SOIFFIT #V 144TED N.T.S. rr =- _ ----- I �I LINTEL I I I 2x4 STUDS ® SPACING II PER PLANS I I VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d CONC. BLOCK WALL @ 1 C �- I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS © 24" O.C. VERT 2 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER I I I I I 'I I L - - - - - EXTERIOR FRAME WALL TO TOP OF SLAB CONC. BLOCK WALL CONNECTION REINFORCED/FILLED CONC. BLOCK CELL 1 /2" DIA L-BOL (8" LONG) W/ WASHER AT 32" O.C. MAX. -• - JAMB DETAIL 2x4 P.T. W/ CONC. F-- 2x6 P.T. FROM BOT. OF IVHILJ Al I L U.U. 1-IUN. 1 U ULU. LINL 'x6 EQUAL EQUAL .T. 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P. ' WASHER AT ' 32" O.C. MAX. 04 GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL U 0 n �(2) 10d @ 6" O.C. 3 1 /4" DETAIL AT 900 CORNER GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W, SAWCUT APPR OPENING IN W, 25" MIN. LAP STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FBCR 2020 (7TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2020 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" ill 7" 7/8" 1 1 /8„ 8„ AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R6OVED 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 .W Z 1^" ^' ^ X 6" DEEP HOLE FOR =T IN EPDXY ADHESIVE 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 SLAB X 6" DEEP HOLE FOR w#5 BAR SET IN EPDXY ADHESIVE s ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1 /2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1 /2" DIA. WITH A 2" SQUARE X 1 /8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1 /2" MIN. EXTERIOR GRADE GYP. BOARD OR 1 /2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES ROOF EDGE 0 ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. \ ZONE 2-USE 8d RING SHANK NAILS \ ZONE 3-USE 8d RING SHANK NAILS © 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Digitally signed lichael by Michael nders Datde::rson n 2021.02.26 13:32:10-05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 LO rn r CV o W (.0 N Urn~ n 0 J co a o = �a 00 � N z Cc o 0 C J m O 0 N T E)ZILLcVU 00 w � � O ZUOQ�U Er Lu Z LO � co 0- Lu J LLI H- PROJECT NO. 17-015-075 DATE DRAWN 12-14-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 6mO PRE—ENGINEERED ROOF TRUSS 8"X8"X16"— CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR L 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 ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL: 36" ABOVE flADJACENT FLOOR 5x5x4" WELDED FLANGE I It 1' �n M x STEEL PIPE 4" TAPCON TYP.4 ix5xj" WELDED 'LANGE BOLLARD DETAIL (4) 10d NAILS 12 o 6 PROVIDE 2X4 BLKG @ 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 2'-0 16" O.C. ROOF AT SLIDING GLASS D❑❑R DETAIL-1 STORY CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 7/16" OSB OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S @ 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS _TOP OF 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. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1—#5 BAR TOP OF HIGHER BLOCK WALL z z Ir=� _ =__ -- 0 < z c_j � Ij #5 BAR DOWEL TOP OF LOWER < _ Ld II W/ STD. 90" HOOK BLOCK WALL CONC. BLOCK WALL I #5 BAR DOWEL �I VERTICAL FILLED W/ STD. 90` HOOK II CELL W/ 1-#5 BAR I I I I BLOCK WALL HEIGHT - TRANSITION 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: ROOF SHEATHING SIMPSON STRONG —TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 VERT. STUD 1. HURRICANE CONNECTORS REQ'D SEE NOTE #4 AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" ❑,S.B. SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK (2)LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY z Q a_ w w Cn EXPANSION STRIP & SEALANT @ JAMB & SEE PLAN I L------ ------� I L------ ------� L---- ,,-STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8" - (TYPICAL) - PANEL ANCHORS 8" X 8" X 4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS HEAD LOCATIONS (ONLY) ASPHALT EMULSION THIN MORTAR @ SPECIFICATIONS 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 II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE 1" 1'-0" 1'-0" 1" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON lichae I Digitally sign by Michael n d e rs Dade rson n 2021.02.26 13:32:25 -051 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 O C ^q O rn r CV o W (.0 CV Urn~ �0 JCOCOQ Lu �oaLL� 0 N c) 0 J Cfl LL Jmp00CV LL r � Z IL cV U � Lu (.0 0 Z0OQ�U Er Lu Z L O � C0 0- Lu J W I — SHEET A 6ml OPEN TO FAMILY RM. BEYOND BAR TOP mm mm �i7 FILLER KITCHEN NOTES: 1. BATHROOM TOWEL BARS AT 54" A.F.F. "WEIRTIErfeum 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. ~ _ I z� <O 4. SHOWER HEADS AT 6'-8" A.F.F. W3 24 W3 42 ° ° W3 42 ° MICRO ° ° FI LLE HALL- ARCH 0 I:m IG41010 K T. AT R G. \A/n I I AATf1 I T I I LLLI \ BATH 2 .H CER. TI LE CENTER ON WALL OPEN TO BEYOND NA1\II ° ° SB ° 36 ° B18 plyth KIT. AT SINK/DW WALL MTD. LT. ZI MIRROR M.C. M.C. FILLER Z�/FILLER LAV LAV ° ° ° ° VB42 VB42 M. BATH VANITY SOAP DISH ECESS TYP. SOAP DISH RECESS LOCATION O-) w Q U O ry 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 L 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 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON 1 i c h a e Digitally signed by Michael Anderson nS der Date: 2021.02.26 13:32:39-05'00' n FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 LO TT OJ r CV o W � N Urn~ Lu J a C") Q Q LL � 0_ N LL inJ Cfl J m O � N J r 5ZWCVU awl=coo(D C)Q U Z � Lu Z � O r- (y) W J W I - PROJECT NO. 17-015-075 DATE DRAWN 12-14-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 7mO NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. AC-1 EQUIPMENT SCHEDULE CARRIER 3 TON C.U. - CH14NA0360OG A. H. U. - F84CNF042L HEAT -05KW COOLING CAP. - 34*200 HEAT CAP. - 33.800 ELECT - 208-230-1 BRKR CU- 35 AHU-30 REF. LINES - 314 & 318 S.E.E.R. -14.0 HSPF - &20 DRYER VENT THRU WALL A AIR HANDLER DETAIL HVAC PLAN 1 /4" = 1'-0" C/U TIE DOWN TO COMPLY WITH BCM 2014.)301.1 BMP CLIP 2X4 GALV, CLIPS RA PRODUCT APPA FL14239 �`' Cu mQumm UTZ. 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 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Michae l Digitally sigr by Michael Anders Anderson Dt on 2021.02.26 13:32:55 -05' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 __)) LO r CV o '_0 W co N UI_rnr- ui 2 J C CM X a o = �a L.L N z C' c J m O � N 5 �Z�cVT U co Er w � Q0 O ZUOQ�U Lu Er Z LO � c0 0- W J W H PROJECT NO. 17-015-075 DATE DRAWN 12-14-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 8mO