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Home My WebLink AboutBuilding PlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 11 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, 81 SKYLIGHTS: OPENING PRODUCT MODEL# MANUFACTURER ID GLASS ATTACHMENT METHOD 3068 W/ SDLT. EXTERIOR SWING DOOR FIBER -CLASSIC SMOOTH STAR THERMA-TRU 3/16" TEMPERED HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, W & 6" FROM MULLION. 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK 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" O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. OA WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" D.C. MAX., JAMBS: 16" O.C. MAX. O WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. O GLASS BLOCK 8"x8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT WINDOW 185 SH FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 11/8" ANNEALED MI WINDOWS AND DOORS 1 1/8" ANNEALED 30# ASPHALT UNDERLAYMENT SATURATED TAMCO BUILDING ORGANINC FELT PRODUCUILDININC. ASPHALT SHINGLES HERITAGE TAMCO BUILDING PRODUCTS, INC. EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS HURRICANE SHUTTERS 20 GAUGE GALV. EASTERN METAL SUPPLY STEELS I ORIVI j PANELS TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN r SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDSs AIR FREEZING MEAN ANNUAL Speetl Topographic Weathering' Frost line° Termite` LOAD (mph) effectsk (NA) CATEGORY depth TEMPv 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. NMtl speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a siteapec'dic basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 971/2-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 goveming body shall, by local floodplain fioodplain 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 dales) of the Rood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other good hazard map adopted by the authority having jurisdiction, as amended. h. Reservetl. I. Reservetl. 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 SO. 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 10) + (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 = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved It. Name: 4;4Ltd gtg4jI � Signature: Certification Number: Q�► 17=!od Date: 7 i J 174 DRAWING INDEX ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. CONTRACTOR:G 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. ALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ?NETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT )GE, 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 ATTACHED THROUGH FASCIA AT 16" O.C. ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 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 ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF (NON -CONCURRENT) DAVIS CBC1261228 PRODUCT DESIGN APPROVAL PRESSURES FL15225.5 +40.0 - 40.0 PSF FL9174.6 1 +39.2 -43.7 PSF FL15332.6 1 +/- 40.0 PSF (MIN) FL17499.2 I +/- 60.0 PSF (MIN) FL17499.2 I +/- 60.0 PSF (MIN) NOA 18-0129.17 1 +/- 90.0 PSF (MIN) FL17499.2 FL15349.1 FL12328.7 FL18355.1 FL12019 FL 22270.1 +/- 60.0 PSF (MIN) +/- 55.0 PSF (MIN) +/- 50.0 PSF (MIN) PER MANUF. SPAN CHARTS 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 / -28.0 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.0 PSF 50 TO 99.9 24.7 PSF / -31.0 PSF 100 TO 499.9 23.5 PSF / -28.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1 0 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) 11 MICHAEL C. ANDERSON e' F r a FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 � I^ rl' O N 1n L0 M N o �T W r9 N 0 J J M Cn M o (n -QLLOp N �Z LU CD LL �J J Q'OCO DO Q 00 N ` r'W, J L) �UJLLcoOO Z 0 P, I'- xiDCnZ Cr) d LU J LU 1- PROJECT NO. 17-015-011 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET REVIEWED fOR RECEI1210M OMPLIANCE 1003- 008,/ MAR 0 ��0�10 LU OCC COUNTY `File Copy ST. Lud@ CoHnEy, krmitting 22'-0" 1 w-n„ N 6x6 - 1Ox10 WWF CONC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB OR FIBER MESH ¢ CONC. 8" > S GRADE LAB j --- o - - c _ 2- 5� -• 2 AfS BARS BAPS B8"� 8 1'- 4_4„ 2,_0„ A DETAIL (IB DETAIL C DETAIL 1 1 6'-8" 3'-10" V-8"1 3'-10" 1'-0" 36"X36'X16" DEEP CONC. FTC. W/ (3) #5 1'-0" EACH WAY C D E — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ■ o 00 G L — J 1 A 1 I HB I 1 1 I w o I G 0 0 I ■ � 1 I q A I I 00 1 1 I 8'-8" ■ �' F L L— — — -- — ------00 RECESS SLAB 1 _n I FOR S.G.D. i� I 1 ■ 7 5/8' LAV I I ■ I I I II coI ■ co o I ' 1 d m LAV ■ i i m 3 1 /2" 10'-10 5/8" I o M oil I O D WC1 SINK W/ I ■ ■ SHWR. 0' — 0 I DISP. 11'-7 5/8" I SLAB REFERENCE 11® 1 00 M G�RECESS SHo ERFOR FINISH FLOOR ■ 4" 2500 PSI CONC. SLAB W/ m 1 FIBER MESH, ON 6 MIL. POLY i� VAPOR BARRIER OVER TERMITE ■ TREATED COMPACTED CLEAN ■ FILL. I INDICATES C.M.U. CELL FILLED H100 M W I 00 W/ CONCRETE AND (1) #5 1 r� 0 I A VERT. REBAR CONT. FROM I 1 1 FOOTING TO TIE BEAM (TYPICAL) AC r------ -- `-- �� --- . TUB/SHWR T ■ of WC B1 LAV 1 1 I ■ A/C CHASE r-- ---- —� I ` 0 I 1 2'-10" 2'-6I I " Lj 1 j I i I ■ COND I Acc I rD �, I D � I N 1 5-9" I 5-2" 100 I ■ 1 Ln I A 0 r, 0 1 1 1 1 ^ HB "� i� I F SLOPE DOWN 1" — AT GAR00 . DOOR m\ o L--- - -- I , �� 1 , ° L- —Ln — — — — — — — — — UI� J ■ ■ ■ ■ � � G — .. B 4'-4" 1 A 1'- 4" 20" 16'- 0" 20" 12'-4" 6'-4" 19'-4" 38'-0" CONC, w SLAB I a II > `r o GRADE 2— d 112"(MIN) BAS BELOW 8"1'-4' D DETAIL 6x6 - 1Ox10 WWF OR FIBER MESH CONC. 1,—D,, SLOPE SLAB 2- GRADE BARS F DETAIL CONC. 1-#5 SLAB BAR 00 4.�8., DETAIL 1 5 1 2." FRAME 7 5/8" BLOCK (n CONC. a SLAB I "\ > I 2-#5 8' 1'-4" BARS DETAIL - S.G.D. 1 1-#5 CONC. BAR SLAB 8„ w a H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR 0 4" 4" K DETAIL 1 CONC— 8" 8" i� SHOWER SLAB VARIES CONC. RECESS L SLAB AT WALL — --- ---- M _____ GRADE SHOWER of RECESS 2 M BARS L DETAIL T DETAIL 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" UIIMtN51UN5 AHE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-O" PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTC. PER DEPTH 3" MIN. — /3"MI DETAIL FOOTING & REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 CONC. SLAB - H1 1 CONC. SLAB G1 1 8"1 ram\\ JI 3" V.T.R. I J I I� 2" 1 LAV 2„ / LAV i J'12" V.T.R. I I I I I I 2" SINK J112" V.T.R. I I I I I I 3„ )-,1 2„ 3" WASHER W.C. WR. 3„ 3„ � I I I I I I I 2 I LAJ CLEAN I I OUT 3„ I 3„ W.C. i 3" MAIN I TO SEWER 2" 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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON ? 2d' �/ i ^ff= a' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 ti r ^� O ti CO q co ^y r, ^�I Lo Lo N o 0) w (o N UF-rnJr.-- J F55 M co LL 0-j0'o(.0 JCOOcoN � LLI F: 7 z0< r LL Lu `o W z r S ch a. w J w I'_ PROJECT NO. 17-015-011 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 100 I 22'-0" 0„ Lo 10'-6" 1, 4" +6 O-8" O +6'-8" C.B. COLS.— HDR. HT. HDR. HT. TOP + 6'-8" A.F.F. R/S _ EGRESS � P.C. HDR. ABV. ■ 00 p cn 8'-0" CLG. _ 0 BOT. + 6'-8" A.F.F. — — — — _ �6 v 15'-8 3/4" r HB COVERED PATIO I 8' CLG. I in 12, O,. ■ 8' CLG. I of I TYP. R/S _ 8'-0" 4'-0" o I --R/S__7 — I ■ cl I MASTER BEDROOM ^ N s' cLc. I oF■ ■ ■ ■ e v I L---- ------i M 15'-9 1/4" o ® d I --- R/S "' DINING ROOM ■ as 10 M.C. VAULTED CLG. C', Lo 5ro 0 o ■ 3'-5" N N +6'-8" 1�1 I I 15' 2 1/4" 10'-3" ■ +6'-8" o HDR. HT. 8' CLG. I HDR. HT. 5,_ 210 GREAT �OOM co CATHEDRAL CLG. n Oj O� I RAISED II - n I BARTOP II I I SINK W/ ■ T� DISP. O ■ o D] Cif "' II KITCHEN +6'-8" w N I VAULTED CLG. HDR. HT. ■ 4 I u DOOR SCHEDULE O SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ 64"X7"X2 19 1 EXT. DOOR SIDE LIGHTS 6.2 S.F. .05 MUNTINS IN SDLTS, 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR GARAGE DOOR W/ 3 2868 SOLID CORE 1 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 2068 BIFOLD 1 INT. DOOR 10 2868 POCKET 2 INT. DOOR 11 16070 OVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE O SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62" 22.4 S.F. .55 .22 1 MUNTINS B 25 SH 36"X62" 15.5 S.F. .49 .24 ¢ 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. E 64"W.x36"H. 63.0"X35"X60.0"RX27" LEG EYEBROW (28" LEGS) 14.4 S.F. 56 25 1 15 LITE FLOOR PLAN 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1/4" = 1'-O" 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 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON :7N FL. LIC. AR0017305 R � qq N ^y \ Mn V n � n U) U) rn O N m W U O N rn J U) (h U) -Q of W N �J10m Cl r�1 LL J CO W N r WCN WW 0 c0U ZOQNU Lu Ln U) O M d Lu J W I - PROJECT NO. 17-015-011 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SOFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 2mO .file Copy ATTACH 1-1/2' X 4-1/2' P.T. BUCK TO BLACK WITH CONC. OR MASONRY 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. 0 00: DRYWALL BOARD ° CEMEN71770US FINISH DOOR TRIM ^ ERIMEIER CAULKING ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: l DOOR TRIM HEAD: #10 X 2-1/2' PFH WOOD SCREWS SPACED 4" FROM CORNERS, 3" & 6' FROM MUWON. JAMBS 410 X 2-1/2" PFH WOOD SCREWS SPACED 4' FROM CORNERS, 18.94' O.C. MAX. - HEAD/JAMB DETAIL (2X BUCK) EXT DOOR 4r'4',' 4' x 4-1/2' P.T. BUCK SET IN DOOR THRESHOLD SETIN BEAD OF CAULK AND CONC. OR MASONRY LANT AND SECURED W/ FASTENED TO SILL WITH 1/4' DIA. X 2-1/4' TAPCONS E HARD NAILS 0 12" O.C. (MAX) SPACED 3' FROM CORNERS, 3' & 6' FROM MULLION PERIMETER CAULKING ft00R COVERING DRYWALL BOARD DOOR TRIM CEMEN7171OUS FINISH .a '0 ..o o PERIMETER CAULKING bOo $. 6' '6.'. DQe e ATTACH DOOR FRAME TO BLOCK WITH: DOOR TRIM .o HEAD: 1/4" X 3-3/4" TAPCONS SPACED 4" 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) SILL DETAIL EXT DOOR EXT DOOR 12 16 CEMENTITIOUS COATING n ON LATH 12 16 — \ J CEMENTITIOUS COATING ON BLOCK El T__ 3 = o ?i p CEMENTITIOUS COATING ON BLOCK ao I c0 REAR ELEVATION lx3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED WA-1/2' CASE HARDENED COIL NAILS AT 12" 0/C. MAX. CONC OR MASONRY '-DRYWALL BOARD \—CAULKING ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16'0 1/4' TAPCON SCREWS 0 24" 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENB77OUS FINISH HEAD DETAIL WIND❑W 1/4" = 1'-O" ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16'x3 1/4' TAPCON SCREWS 0 24" 0/C MAX. IN PREDRILLED ALUMINUM FRAME HOLES BY MANUFACTURER SECURE FRAME TO SILL PERIMETER CAULKING W17H SILICONE ,�— CEWEN7177OUS FINISH CAULKING CONC OR MASONRY 10 OR ix4 P.T. BUCK SET IN SEALANT AND NAILED a'.On :OOo .a W/1-1/2' CASE HARDENED ' COIL NAILS AT 12' O/C MAX. T ` PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD CAULKING JAMB DETAIL SILL DETAIL WIND❑W WIND❑W 6" SQ. RAISED BLOCKS (PROJ. 3/4") W/2" SPACE BTWN — TOP OF ARCH +110 0 A.F.F. +ENTRY 1 4 TRUSS F F BRG.— 6"W. RAISED TRIM — — — — WDW. HDF�R R T. (PROJ. 3/4") +10'-4" A.F.F. j,,TOP OF BLOCK A.F.F.— — ---------o--- F- WALL PROJECTION AT �O HALL BATH BEYOND o rn CEMENTITIOUS COATING 3 rn ON BLOCK 3 TOP OF SLAB RIDGE HEIGHT +17'-10" A.F. `r 12 16 .6'-2" RAD. — +0'-0" A.F.F. (REF. ELEV.) 4"W, RAISED BAND (PROJ. RETURN BAND 24" 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) WINDOW SELL FRONTELEVATION CEMENTITIOUS COATING ON LATH • ICI ICI ICI ICI � ICI ICI ICI ICI ICI ICI ICI ICI i �j ICI ICI ICI ICI 1/4" I — STUCCO FINISH TOP OF BLK. PERIMETER CAULKING +8'-0" A.F.F. CONC. OR MASONRY Ix P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24" 0/C. j o MAX DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ TOP OF SLAB W/ 3-114' X 1/4" (MIN) if TAPCONS AT 24" 0/C. MAX A.F.F. IN PREDRILLED HOLES (REF. ELEV.) BY MANUFACTURER JAMB/HEAD DETAIL (SGD) 12 61 RIGHT SIDE ELEVATION DOOR FRAME FASTEN TO SILL W/ /6 x 1- SCREWS 0 2 -: 0" 0/C <kCONCRE7E FLOOR COVERING 6°Oa 0.0BED SLAB SILL DETAIL (SGD) %4" = 1'-0" — TOP 0" A. . ,L +8'-0" A.F.—F. — — TOP SLAB _ +0 00"" A.F.F. (REF. ELEV.) Ln I 11'-7 5/8" l'-2 7/8" 0 � I U 0 0 I I N N 1'-2 7/8" 4„ O OVERHANG SEPARATIONS 1/4" l'-O" ----------------Q-------- ----- --- --- Q--------------\ CEMENTITIOUS COATING ~' ON BLOCK 0I 3= 0 C Ll LEFT SIDE ELEVATION — _TOP OF BLK 0" A. +8'-F.F. — _TOP — SLAB +0'-0" A.F.F. 1/4" = 1' 0" NOTES: (REF. ELEV.) I 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED —TOP " BLK +8'-0" A.F.F. — ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. PRE-ENGINEERED ROOF TRUSS L u CONCRETE "U" BLOCK TIE -BEAM TOP COURSE— HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL 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. ATTACHMENT PER MFRS.' 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X RECOMMENDATIONS BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. 1X2 !NAILED TO TRUSS TAILS FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW //_W/ (2)-8d NAILS WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). `ATTACHMENT PER MFRS. _E PL N RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT 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 E 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION MICHAEL C. ANDERSON (-- FL. LIC. AR0017305 or PLAN REVIEW REVISIONS MASTER PLAN REVISION L==M-19 0 �l WOMB O o W W N n r � Lo •- O N cp W C) ~ (o N J U) A) N ^" C) J Jm000N Of CD Co 5 z J W ct Li� Z UO I.-: c0 C7 04 U t, L0 � O N co 0- W J W I - PROJECT NO. 17-015-011 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET uu File COPY P (2) HETA20, l'-4" OH m 0 l'-4" - OH (2) HETA20 I I 8' FL CLG. I COfFER G. I (2) HETA20 —7 8' FLAT----- CLG. L—--------- I II I 8' FLAT CLG. VAULTED CLG. II II VAULTED CLG. CATHEDRAL CLG. 8' FLAT CLG. I 8' FLAT CLG. VAULTED CLG. 8' FLAT CLG. (2)2x H i i x 22"x54" ATTIC ACCESS 8' FLAT CLG. 2X4 @16"O.C. KNEEWALL TOP 11 - 4 A.F.F. TRUSS GIRDER I I AII I 16 1O.H. — 6' H. 16' N = ol ' o Yl o s,t B-2 L P.C. HDR. BOT. +6'-8" AFF LL2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.—SEE NOTE #2 M m (2) HETA20 -1 —4 OH 1'-4" 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 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) FF;AMING PLAN 1/4" = 1'-O" ECAST HEADER SCHEDULE LINTEL CAST CRETE ALLOWABLE ALLOWABLE R LENGTH TYPE LOAD UPLIFT kMB 208" 8F16-lB/lT 950 PLF 404 PLF B-2 70" 8F8-1B/1T 1459 PLF 1272 PLF B-3 42" 8F8-lB/1T 3166 PLF 2165 PLF B-4 90" 8F8-1B/1T 1029 PLF 959 PLF B-5 54" 8F16-lB/1T 6039 PLF 2507 PLF B-6 70" 8F16-1B/iT 1459 PLF 1272 PLF B-7 112" 8F16-lB/lT 1818 PLF 980 PLF B-8 64" 81`16-1B/1T 5365 PLF 2290 PLF B-9 112" 8F16-lB/1T 1843 PLF 1133 PLF B-10 208" 8F16-1B/2T 950 PLF 500 PLF 8F8-lB 8F16-113 TYPE DESIGNAT F = FILLED WITH GROUT / U = UNFILLED j QUANTITY OF #5 REBAR AT a = a BOTTOM OF LINTEL CAVITY 8F16—lB/lT N = WIDTH QUANTITY OF #5 m :NAL HEIGHT REBAR AT TOP 7-5/8-ACTUA 8' NOMINAL WIDTF FRAMING NOTES: b #5 REBAR AT TOP —MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. #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 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF E 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIOf MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 ti co N ^ti n W N 1n Lo r rn r o (�j � W UHrn,"-- O N J cVt 0 U) ui Q U in N �z LL OJQ'Oco Jm0oN J r Q. W cfl 0 Q U Z O t` W Lo O r CM _ 0 W J W h PROJECT NO. 17-015-011 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 4mO r— 1---------1 ( PREWIRE I I I j ELECTRICAL LOAD I1CALCULATION PREWIRE 1560 S.F. AT 3 VA 4.7 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA WP LAUNDRY CIRCUIT 1.5 kVA GFI I RANGE 12.0 kVA V1 WATER HEATER 3.0 kVA \\ S.D. DISHWASHER 1.5 kVA I � I I I DISPOSAL 1.5 kVA DRYER 5.0 kVA L — — — — — J ,, T.......-. .l-...- ii _...-i it _....-.. L... — — SUBTOTAL 32.2 kVA mil 0 i PREWIRE ry 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 150 M.C.B. 0 MET' f -_r -- ------- I FIRST 10 kVA AT 100% 10,00 kVA REMAINDER AT 40% 8.9 kVA 2 RIGID O.H. SERVICE F.P.L. TOTAL OF OTHER LOAD 18.9 kVA C.M1D. S.D. 10 kVA OF AC AT 40% 4.00 kVA - 1 -- -- TOTAL 22.9 kVA I \I NO. 4 CU. WIRE-% - }...... 22,900 VA DIVIDED BY 240 V 95.4 A �\ POOL SUB PANEL 30.0 A TO LIFER GRNC, I T TOTAL 125.4 A --_-__-_- USE 150 AMP SERVICE G 1 _ SCHEMATIC ELECTRICAL RISE ' I ( ;G I PREIRE (BACK TO BACK SERVICE) SI \ WII ! GFI - � I DTSWP � I� OUTLET FOR J MICROWAVE �I �- I-L COACH LTS. PREWIRE \� Y D SC. -...--__IT \ I x i 22"x54" COND` II ATTIC ACCESS }---- -- �— — —y W/ PULL CHAIN I GFI LIGHT ABV. GARAGE DOOR ELEC. OPENER PREWIRE PANEL METER I I I ' / I /I I COACH LTS. PREWIRE INDICATES TILE INSTALLATION LOCATIONS NOTE: INSTALL TILE THROUGHOUT HOME ON DIAGONAL PER CONTRACT ELECTRICAL PLAN 1 /4 = 1'-0" ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED:'. A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2014 NEC 210.52, ALL 125V, 15 & 20A': RECEPTACLES. 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. I LEGEND -0- SURFACE MTD. CEILING FIXTURE 4- PENDANT FIXTURE k RECESSED LIGHT K WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE fti 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 Q CEILING MTD. SMOKE DETECTOR O• CEILING MTD. CARBON MONOXIDE DETECTOR -� CHIMES CHIMES PUSH BUTTON TELEPHONE JACK -LJ CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET .1❑ 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. RHEOSTAT SWITCH @ 42' A.F.F, TP U TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION L= ELECTRICAL DISCONNECT acnre CATS 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 F E 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIOP MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLANIREVISION 2-3-19 __j CYD W n 0 N Ln Lo T W W Cfl N 0) J M x Q w �CD00 QN 1 0 LL Q = -1 W O CO � am0N ^l J o U W � U_: IoOC7 Q U O N U z0¢� x (n H W Lou1z U N � 2 M LL W J W I - PROJECT NO. 17-015-011 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SOFT GARAGE 372 SOFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 5mO NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) 12 ARCHITECTURAL FIBERGLASS SHINGLES OVER PER - ----- # LT ON 15/32" CDX PLYWOOD SHEATHING F ELEV. AND PRE-ENGINEERED WOOD ROOF LINTEL TRUSSES AT 24" O.C. (SEE ROOF NAILING II PATTERN DETAIL) 2x4 STUDS ®SPACING HURR. STRAP ® EACH TRUSS hi REFER TO CONNECTOR SCHED. PER PLANS R-30 INSULATION TYP• O.H. VERTICAL FILLED CELL PER ROOF PLAN W/ 1-#5 BAR (2) 16d TTOP OF BLOCK CONC. BLOCK WALL ®12" O.C. �I T REFER TO EXT. ELEV. � I (2)2x4 P.T. W/1/2" DIA. 1/2" CLG. GYP. BD. COUNTERSUNK BOLTS ® 24" O.C. VERT 8"x8" U-BLOCK TIE -BM. FILLED ALUM. FASCIA AND 1 2 1/4" MIN EMBEDMENT W/ CONC. & (1) #5 REBAR CONT. II WITH 2" SQUARE X 1/8" DRIP EDGE UNLESS 1 THICK HURRICANE WASHER \-(2) 10d 0 6" O.C. 3 1 /4" PRE-ENG'RED PRECAST LINTEL OTHERWISE NOTED DETAIL AT SEE SHEET A 4.0 FOR DETAILS ON EXT. ELEV. I� CONT. ALUM. II 90" CORNER II TOP OF SLAB VENTED SOFFIT NOTE: 1x4 P.T. WDW. HDR. HT. SCREWS FOR DRYWALL ON WALLS: i' - P_ ER PLANS MAX. EDGE SPACING: 7" PLOYCEL SEALANT EXTERIOR FRAME WALL TO MAX. FIELD SPACING: 16" RAISED CEMENTITIOUS SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK TRIM PER ELEV. CONIC. BLOCK CONNECTION MAX. EDGE SPACING: 7" PER PLANS -WALL MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL RAISED CEMENTITIOUS` TRIM PER ELEV. 1/2" DRYWALL ON 1x2 P.T. PER PLANS FURRING ® 16" O.C. R-4.2 FOIL INSULATION, W/ , 4 MIL VAPOR BARRIER CEMENTITIOUS COATING OVER �- 8x8x16 CONC. BLOCK 4„ 2500 PSI CONC. SLAB W/ WD. BASE FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE 1-#5 VERT. BAR TIED INTO TREATED CLEAN FILL COMPACTED #5 BAR DOWEL W/ STD HOOK TO A MINIMUM DENSITY OF 95% AS AND RUNNING INTO LINTEL DETERMINED BY ASTM D-1557 (LOCATIONS PER FDTN. PLAN) I - „ ---00 0 _- -- TOP OF SLAB I FINAL GRADE STUCCO STOP AS REQ'D. PER..L,OCAL BLDG. DEPT. - CONC. FTG. PER -I FOUNDATION PLAN -III-III-III TYP. EXT. BLOCK WALL i ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS 0 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS ® 10" O.C. IN WOOD PRE-ENGINEERED ROOF TRUSS 44 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS LJ P-1 CONCRETE "U" BLOCK TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS ALUM. NAILS 0.12 DIA. SEE PL 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 SOFFIT DETAIL INUM SOFFIITNAL ALUM#V-144TED N.T.S. STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 16 MPH PEAK WIND GU T FOR 1. ALL WOOD TO BE' SPECIES, GROUP, AND GRADE AS SHOWN 3 SEC. BURST PER FBCR 2017 (6'TH EDITION). ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. 2. WINDOWS, DOORS, AND GARAGED ORS SHALL BE DESK ED TO Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. THE 2017 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW 3, ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLAN If MIX PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 4" THICK WITH FIBER MESH AND/bR 6 X 6-10/10 W.W.A. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 1" COVER ON 6 MIL POLY VAPORBARRIER OUR COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" T 3/4" OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE I ATE NAILED AT 6" O.C. MAX. SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBER SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" BE USED IN STRICT ACCORDANCE! WITH THE MANUFACT ER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN " lSTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1 16 6. ALL STRUCTURAL LUMBER EXCLUDING PREENG WD. TRUSSES ( ) TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. SHALL BE MADE LE TO BE #2 OR BETTER !GROUP II, UNLESS OTHERWISE NOTED. CERTIFICATION OF COMPLIANCE AVAILA ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PL CINC, 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN FINISHING, AND CURING SHALL BE FOLLOWED WHEN USI G ARE TO BE #2 OR BETTER, SPECIES GROUP II FIBER MESH CONCRETE. 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 I AS PER DRAWINGS. AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDUR S 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN ACI 53-99. f'm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.C. OUTSIDE THE CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. 9. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. 10. UPLIFT CONNECTORS TO PROVIDE 'CONTINUITY FROM RO F -HEADER TO STUD- 4' O.C. EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANC IOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE Ar CHORS. WITH 16d AT 8" O.C. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" COX 1/2„ 3/4^ MIN. OLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 5/8„ 7/8.. 6" DIAGRAM. 3/4" 1' 8„ 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN 7/8" 1`` 1/8 CONCRETE AND/OR MANUALY. AFTER HOLE IS DRILLED ALL DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. N36 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOU S AFTER METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. APPLICATION. TWO COMPONENT EPDXY RESIN MATERIA TO BE MIXED PER MFG. DIRECTIONS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" 12. MISSING DOWEL PLACEMENT: SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 1 ' DEEP. UNLESS NOTED OTHERWISE. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. ll,36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOU S AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIA1 TO BE MIXED PER MFG. DIRECTIONS. d z m DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE �o [3/4"' TOP OF BLOCK WALL GROUT SOLID AT TOP OF CELL �I SAWCUT APPROX. 4"W. X I� 24"H. OPENING IN WALL II 25" MIN. LAP OF REBARS I 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR' REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT , SAWCUT 1"W. OPENING IN WALL (8" LONG) W/ 2" I FROM TOP TO BOTTOM FOR FULL WASHER AT I HEIGHT REBAR PLACEMENT INTO 32" O.C. MAX. 2x6 P.T. I CELL - FILL SOLID W. CONCRETE JAMB DETAIL SAWCUT APPROX. 4"W, X 24"H. OPENING IN WALL 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF NAILS AT 12" O.C. HDR. TO CLG. LINE ITOPOF 25" MIN. LAP OF REBARS 1 SLAB EQUAL EQUAL w 3/4" DIA. X 6" DEEP HOLE FOR #5 BAR SET IN EPDXY ADHESIVE P.T. 1/2" DIA L-BOLT 2x6w a (8" LONG) W/ 2" P.T. �o WASHER AT ADDED R'EINF. FILLED z 32" O.C. MAX. M GARAGE DOOR BLOCK CELL DETAIL OPENING N NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE ELEVATION -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE ' -REBAR DOWEL TO BE CLEAN AND OIL FREE GARAGE DOOR DETAIL I OROOF EDGE J O I d - - - - - - - - - - - - - - - -- ti�A O O ( 4 O EDGE 2 I 1 12 RIDGE - - - - O O i O lO 2 2 O O I O Lo OZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. OZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS 2 ® 6" 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 PROMNCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF E 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITI01 MICHAEL C ANDERSON FL. LIC. AR0017305 _0 ti r cyD O r' LO rn C) N O � U W co N H 0) U) (h wo � LL co N C) J C) (.0LL nW) _jM000N mQLLrnU W F co (7 QUryc\iU z0Q� `n � O M 0- W J W H PROJECT NO. 17-015-011 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SOFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38SQFT TOTAL 2020SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET `s 1 File cot)" 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 TAPdONS WITH CONNECTOR SCHEDULE PRE-ENGINEERED ROOF TRUSS L 8"X8"X16" CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL: 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 3" 0 x 1/4„ STEEL PIPE ® }" TAPCON TYP.4 5x5xj" WELDED �ELA 11 11 6. FLANGE ETAI L (4) 10d NAILS 12 �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 DOOR DETAIL-1 STORY LINTEL i BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BN z If z J o ~ zw� TOP OF LOWER ¢ = Ld a BLOCK WALL 'I #5 BAR DOWEL W/ STD. 90' HOOK 2x8 RIDGE BOARD — CEMENTITIOUS COATING ON 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE LATH OVER 2 LAYERS 15# BD. W/ (2) 10d NAILS FELT OVER 7/16" OSB ROOF OVER GABLE END TRUSS 2x4 VERT. STUDS SHEATHING ® 4'-0" O.C. (PLACE — GALV. METAL ABOVE TRUSS BELOW) FLASHING SIMPSON STRONG -TIE — 2X4'S @ 16" O.C. H2.5' OR 'LSTA18' AT EA. END OF 2x4 —FIBERGLASS SHINGLES PRE—ENG'RED SEE VERT. STUD OVER 15# FELT ON TRUSSES NOTE #4 7/16" OSB — (3) 1 Od NAILS NOTES: SEE 1. HURRICANE CONNECTORS RECI NOTE #4 OF BLOC AT 8'-0" O.C. _TOP PER PLAN 2. PROVIDE "H2.5" OR "LSTA18" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD 2X FASCIA WHEN APPLICABLE W/ DRIP EDGE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES �— 2X4'S ® 16" O.C. NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL '-1 /2" EXT. GYP, BD. THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" '--SIMPSON HUS24 ® EACH JOIST/ LEDGER BD. CONN. TOP OF HIGHER BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1—#5 BAR BLOCK WALL HEIGHT TRANSITION DETAIL O,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 ROOF FRAMING ON MASONRY: ST P & a MB HE D LO �0 Y) MASONRY IOD FRAMING kR JOINTS ro 3/8 :AL) ORS 9" X 4" IAL SIZE) BLOCK UNITS .ANCHORS & )RCEMENT OTHER iE OR 16" O.C. EVER IS LESS kLT EMULSION THIN MORTAR SPECIFICATIONS SILL LOCATION GI_ SS BLOCK UNITS: 8 X 8" X 4" (NOMINAL SIZE) M TAR: TYPE "S" PER ASTM C 270. RE FORCEMENT: LADDER TYPE, 9-GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WIRES AT 16" O.C., H T DIPPED GALVANIZED. PA EL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT -DIPPED GALVANIZED, AT 80 H JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WA HERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT 11. EX ANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SE LANT. 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'-0" 1'-0" 1" + + + + + + + + + + 1 + + + t t + + + t + + + + t + + + t + 1 + t t t t t t t t t t t t + t t t + t t + t t t t + t t t t t t SHINGLE SIDE VIEW I i SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON f�� FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 O co V V O rvJy ^� n 0 N Lo I rn N o CD UI- UJ C.0 N rnti 0 J M s N LL J oopoc)N m J L) Q � rn U wUiF co(7 O Q U z Lu U W Lo U) C) a M DJ J W I- I SHE T FIN CORNER CORNER FLASHING TAPE CORNER FLASHING TAP TOP FLASHING TAPE SIDE � FLASHIN( TAPE WINDOW TOP — — — NAILING FIN v WINDOW BOTTOM SILL FLASHING TAPE 01 SILL FLASHING TAPE #2 WATER RESISTIVE BARRIER WATER RESIIIVE 1. CUT THE WATER RESIIIVE BARRIER (1C) I I TT CUT * II I I I--4TH CUT, �3RD1 1 FROM EACH TOP UP CUT I I + I I CORNER AT A 450 I I I I I ANGLE TO ALLOW THE WATER BARRIER TO I I <-TYPI I BE LAPPED OVER THE 1 I I I FIN AT THE HEAD OF I I �2ND_> I I THE WINDOW. OV_— cur _ 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 If OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (X" FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESTIVE 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) FRAMING I EXTERIOR I I I I I I I I I I I I I I O I I I I I I I I I 1 6 I n m EXTERIpR:N� \1 I I f I 1 I 3 I I I I I I I I I I I I I ROOF S EATHING 2x4 BLKG. 0 48", -- ALUMINUM DRIP EDGE AND FASCIA -- --iIF (2) 16d COMMON EA. 2X4 LADDER GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) ROOF SHEATHING - HURRICANE STRAP 0 EACW TRUSS PER FRMG. PAN AT SETBACK UG. PLAN —TOE NAIL (2) 16d EACH SIDE \ — 2x4 BLKG. ® 48" O.C. PRE-ENG. TRUSSES 0 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0" O.C. (MAX.) 12 PER ELEV. 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABL.EIII END SECTION Q HIP ROOF Y-Y 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE TOE NAIL (2) 16d EACH SIDE PLYWD, DECKING 2x4 TRUSS TOP CHORD 2x4 BLKG. @ 48' D.C. BLKG. @ 48' D.C. PR -ENG. TRUSSES AT 24' O.C. / (2) 16d COMMON NAILS AT EA, 2X4 LADDER FRAMING 2x4 45' CROSS BRACING-- / / 1/2' PLYWD. SHEATHING OVER AT 4'-0' D.C, / / GABLE END TRUSS FASTEN WITH W/ 2)16d NAILS AT EA, / / 8d NAILS AT 6' D.C. TRUSS WEB MEMBER / / GABLE END TRUSS NOTES )K HOLD FACE OF GABLE END 2x4 TRUSS BOTTOM ' \ TRUSS IN 3/4' BEYOND BLK. CHORD BLKG, AT \ \ FOR CEMENTITIOUS FINISH 4'-0' ❑,C, REFER TO \ \ FRMG, PLAN \ \ 31E HOLD FACE [IF GABLE END \ \ TRUSS OUT 1/4' BEYOND BLK. \ \ FOR SIDING FINISH \ \ (2) 16d \ \ SIMPSON HETA20 AT EACH TRUSS COMMONS TOE \ VERT WEB MEMBER (24' ❑.C, MAX) NAILED EA, SIDE - \ 16d COMMON NAILS AT 6' D.C. TO 2x6 P,T, PLATE -- EXPANSION JOINT AT CEMENTITIOUS FINISH 8x8 U-BLOCK TIE -BM. FILLE W/ CONC. & (1) #7 BAR CON — — 2x6 P.T. PLATE VERT. #5 BAR AT EA. REINF CONT. W/ 5/8' DIA, FILLED CELL PER FDN, PLAN — ANCHOR BOLTS DIA, ANCHOR BOLTS @ 24' D.C. GABLE END SE TIJN 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 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIOp MICHAEL C. ANDERSON .•ac'.. w.f�r� -- r ^ J l 'ov ^ FL. LIC. AR0017305 I '% PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 ti Q CYD (� v1 N n Lo 0 rn � N O � U�rn� LU O N J U) x x M 00 Q N Lu r=4z LL �JOfOCO m000N ` J Lu U ZOQNLli w U LU L O M 0- W J Lu OPEN TO FAMILY RM. BEYOND BAR TOP 0 1 0 0 0 B 0 KITCHEN NOTES: FILLER 1 • BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F. W3136 W ° °2 W34 2 0 0 BAR TOP— o HOOD o l0 0 o ❑ 0 0 1 B 4 FILLERS RNG KIT. AT RNG. WALL MTD. LT. IMI C. C) _ Z a- n < 0 VB24 W.C. SHWR. FILLER BATH 2 30" = RAD. u D' a OPEN oo i TO 1 0 HALL cO o F-- HALL ARCH CER. TI LE OPEN TO BEYOND KIT. AT SINK/DW ,,WALL MTD. LT. MIRROR M.C. M.C. FILLER/FILLER LAV LAV 0 0 0 0 VB42 VB42 M. BATH VANITY 0 H _ I z� <0 )OD IM 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE 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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH ED MICHAEL C. ANDERSON FL. LIC. AR0017305 rPj;AN_R EVIEW REVISIONS L ERPLAN REVISION 2-3-19 � O CI' co CID C~ � Lo Lo rn ocli W CD N U�rn� 0 J CIOo -Q,L� Wo N �J7 LL J m Q co N A , J C) W W �W c°OC7 Q U Z OU n U) LO O � _ M Q- W J W H- PROJECT NO. 17-015-011 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A TO I NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. :R VENT I WALL Heating System Cooling System Air Source Heat Pump Air Source Heat Pump CH14NB036*0**B* CH14NB036*0**B* FB4CNP042L CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING Air Source Heat Pump Air Source Heat Pump 8.2 HSPF 14.5 SEER 0 0 33,800 Btuh 34,200 Btuh n/a 25,650 Btuh n/a 8,550 Btuh n/a 9162515 HVAC PLAN 1/4" = 1'-0" Preferred Air Conditioning & Mechanical, Inc. 1643 Donna Road West Palm Beach, Florida 33409 P: 561-689.1093 / F: 561-478-0089 831 S Kings Highway Fort tierce, Florida P: 772-878-7577 / F: 772-879-7510 CAC1817665 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 10 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 LANS DESIGNED TO MEET THE REQUIREMENTS OF THE 17 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITI01 9-17 Zc MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS RIVE MASTER PLAN REVISION L==M-l 9 =J 0 W LO u7 rn N O W (p N UI—rn� w J = V 0 X N LL 0 —1 W O (D J CO Q N J mQ�0)U JT?00 W 1-(0U rIIjZOQ�U WO m 11 W I H PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET I } ✓Vi Aw �gg GL a9 tz a G_ ate. 2 _ _ r Truss `Load Alec r Box Truss I.D. Gravity ( > 5,000# U li )f 1000# Worizontal(> 350# ) +t 2 L I N d LEz 9 a 4 E A e b i E 1 , I AF t RIBA QRPORITipPk J e c '^ `o rn 2 _ e r SfiRtA a L C 8 52 844 AC to - i .-. :-.SEFb AS E63<S a2$ 7 SD E. Ph 772-4 1010 / : Fax 772 40 1 Q15 09 E 9 e_ e e MD./w / ww a 1truss.com ,.- .. G i E