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HomeMy WebLinkAboutPlans Digital Seal 11.20.20PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 98 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN APPROVAL PRESSURES 30 W/ SDLT. EXTERIOR SWING DOOR FIBER -CLASSIC 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" FL15225.5 +40.0 - 40.0 PSF 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. _ O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 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) O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA. GLASS BLOCK 8"x8"x47, MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 15-0916.12 +/- 90.0 PSF (MIN) 0 WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 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) 0 WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 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) 0 WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 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) 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND - UNDERPAYMENT SATURATED ORGANINC FELT 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 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. TAMKO BUILDING GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH `FL18355.1 ASPHALT SHINGLES CAMBRIDGE AR «>> TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" PRODUCTS, INC. ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. AMERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS « >> ATTACHED THROUGH FASCIA AT 16" O.C. �, FL12019 +/- 70.0 PSF MIN (MIN) HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT STORM PANELS INDUSTRIES INC. «>> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) 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 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 Speed Topographic Weatheringa Frost lineb Termite` LOAD (mph) effectsk (NA) CATEGORY depth TEMPQ REQUIREDh INDEX' TEMPI 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 SO. FT. VENTILATION AREA REQUIRED = 2,343.0 SO. FT. / 150 (F.B.C. R806.2) = 15.62 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8" 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 SO. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SO. FT. X 1 SQ. FT. / 144 SO. IN. = 24.14 SO. 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: Signature: Certification Number: Date: DRAWING INDEX CVR INDEX/PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-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 BUILDING DESIGN: ENCLOSED X 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 FRAME OPEN 160 MPH X 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: 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 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (Sid. 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 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 Michae Digitally signed by I Michael Anderson Anders Date: 2020.1 1.10 on 08:25:59 -05'00' FL LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 9-28-20 w ti �� � q � O � LID LO N O 0') F-0') �w Inch = D:pQW00 W W>poN Z �m0aoN _I �- mWU'cOCr) ZUOQ�U W LU L0 Z O M CL W _j W PROJECT NO. 17-015-094 DATE DRAWN 9-29-20 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT -LANAb 50 SQFT C-" ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET 7'-0» 23'-8" 6'-10" 5'-2" 4'-890 14'-4" C I I I l D rr---------7 w G1 1 ■ ■ ■ ■ ■ 0 2-8" a '0 8'-0" ( '-8" F 00 ul I I�rA I F A N 10 1 I r ■ ■ ■ HB------- io — 5'- V 2'-6" N J RECESS SLAB I IN '- FOR S.G.D. I ■ o I F M 00 0 ' T LAV LAV L TUB I ■ ■ rn I INDICATES C.M.U. CELL FILLED 0 M SHWR. rn W/ CONCRETE AND (1) #5 VERT. REBAR CONT. FROM FOOTING i °' WC TO TIE BEAM (TYPICAL) 0 I o 0 n M 0 0 0 0 co co 0 I in I d- 0 I N 00 F, 7 5/8" RECESS SLAB. ■ 9'-4 1 /8" 3 1 /2" FOR _ SHOWER I ■ 3 1 /2" 10'-7 5/8" I' I I II SINK W/ ■ I II DISP. I ■ 0'-0" II I I A II I ■ 1 REFERENCE o FINISH FLOOR ' I I■ ■ I �: I w I 4" 2500 PSI CONC. SLAB W/ ( rA I FIBER MESH, ON 6 MIL. POLY I 1 VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN I ■ I FILL. I 1 _ ■ I I rH 1 \ W •I 1 I KIM UB/SHWR ■ H1 I `��� WH WC B1 Q i 7'-11 7/ LAV 1 ■ A/C CHASE ( _ r — — — — — — -� UNDER SLAB ---- I I■ I 2'-8» 01 i w I I C( I - o I- w I 1'-1 5 8" �' w a 00 2'-2 1 /2" I N 11 0 I rA I I LOD I D 1 (0 ■I I G 1 \ I I • HB-- 00 I I Oo A I I F SLOPE DOWN 1" AT GAR. DOOR �m I o I 1 LO? I I I L_------ -- L------- -- mac' _J LO ■ ■ ■ ■ ■ ■ ■ ■ g A 3'-7" 5'-219 3'-7" 20" 16'-o"1, 20" 12'-4" 6'-4" 19'-4" 38'- 0" 6x6 - 1Ox10 WWF CONC. 6x6 - 1Ox10 WWF V) OR FIBER MESH SLAB OR FIBER MESH Q CONC. 8„ > SLAB d VARIES - - 02 GRADE 0 2 #5 BAS BA fS I 84-*4" BARS 8191 '-4' 2'-0» A DETAIL g DETAIL C DETAIL 1 1 1 V) 6x6 - 1Ox10 WWF CONC. w OR FIBER MESH SLAB Q SOANgC. 1,_O» SLOPE 0 GRADE 2- #-- - GRADE 2—#� _1 12"(MIN) BARS r BAF�S BELOW r 8"1'-4' 1'-4" D DETAIL F DETAIL 1 1 CONC. 1-#5 1-#5 CONC. SLAB BAR SLAB BAR °° 00 • V) i� 411 80' 8„ w G DETAIL H DETAIL 1 1 5 1 2" FRAME 00 7 5/8" BLOCK w CONC. CONC. 2-#5 to SLAB , > SLAB BAR �• 0 I 2- #5 8' 1'-4" BARS 419 42p o J DETAIL - S.G.D. K DETAIL I LO 1 1 CONC. 8„ VARIES 8» SLAB CONCq-# RECCESS ---- SLAB AT WALL M --- ---- GRADE NSHOWER 0RECESS BAS L"-N DETAIL M DETAILI'-4' 1 1 N 0 Lo j, m 0 NOTE: ALL FOOTINGS DESIGNED FOR `-) 2,500 PSF SOIL BEARING CAPACITY 00 in CONC. A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0" AE = 58'-9' BD = 64'-6' BF = 68'-6" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-0" PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN - 3" MIN. — DETAIL -4�FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 111'j� 3" V.T.R. 2" I 2'\y\� LAV 3„ 3» V.T.R.j . I LAV I �'r 1 I 3„ I „ I I 3 I I W.C. 29'1 2» 1 I LA� TUB I j bi CONC. E SLAB Q 8» H1 DETAIL 1 CONC. SLAB :: �I _-- 7 4" 8 /'G1\ DETAIL 1 j1I2" V.T.R. I I I I I 2„ SINK 3" 3" jL2" V.T.R. I I I I I 2" WASHER CLEAN OUT 2" I I W.C. I 3» 3" MAIN SHWR. j 1 TO SEWER 2" I OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) a MICHAEL C. ANDERSON lichae Digitally signed by Michael Anderson n d e rs Date: 2020.11.10 n 08:26:20 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 9-28-20 LO LO T- rn N o W (0 N J --) M J Lmu � M 0 (A _ Q LL 00 Z p-j Of o c`-0 LL Jm0�N J T- 0°wU-c00 z0<I-- U) Z LO ti 0 00 0- W J W F- PROJECT NO. 17-015-094 DATE DRAWN 9-29-20 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT 4.6c" 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET , SHEET A 100 Is ■ 0 coLO i. HB ■ N LO r•- +6 -8 HDR. HT ■ ■ +6'-8" HDR. HT. CI EGRESS ■ I_1 ■ 23'-8" 14'- 2" O +7'-4„ I HDR. HT. R/S EGRESS I------- iv 8'-0" CLG. I 8' CLG. 8'-8" CLG. I � I� I 9 -0" LO 13'-7 1 /2" R S U o 0::� I N MASTER BEDROOO 42" H. 2X4 I COFFER LO KNEEWALL 4 O l ' 2'-9 1 /2' 2'- 8' CLG 42" H. Lo WALL " C I2'FTYP. _ P.T. 2-2X4 CURB Z L - - - - � ---- � N N 14'-4" 10'-0"x5'-O" I CONC. PATIO ■ 8'-0" 0 n 0 14'-1 1 /4" FAMILY ROOM VAULTED CLG. 3'-8„ III ® LO I 10'-0"01 ■ 3'- 5'-7" 3'-0" 5-0„ I 4'-1 1 /4" �7 11'-4" I I RAISED L---- ---- 2'-3 1 /2-" DEN/BEDROOM #4 RAISED BARTOP ( BARTOP VAULTED CLG. II SINK W/ DISP. ■ 0 0 T _ I LIVING R 00 0 i_ HE CATHEDRAL CL j j KITCHEN 0 I - VAULTED CLG. ® I N O o \ R/S - - 7/S N 1 O \ Z �- I 0 ■ N O +6'-8" 5'-7 3/4" 5'-4 1 /4" HDR. HT, EGRESS C14_ BEDROOM #3 N VAULTED CLG. I ■ in I M BREAKFAST0 VAULTED CLG. Op I 15'-I5 1 /4" o =cj 2 -5" Qo 9'-6 1 /2' +6'-8" LO HDR. HT. -_-- - 5 11 ■ 5'- �' DINING ROOM 1 8 CLG. N CATHEDRAL CLG. 5 SH. k I u SHELF N ABV. $,_a» w 8' CLG. N AC 1" I M.T. DRYER o . o V.T.W. ® 3'-7 1 /2 7'-1 3/4" 18'-3 1 /2" VAULTED CLG. Q o I I O 9Akl M.T. z ® +12'-11" CLG. HT. 2X4 KNEEW L- TOP ■ 69-01p ■ ■ 1'- 8r3'- 3,41 16"W.O 1I 62' ARCH 1'- 6- ABV. BEDROOM #2 8' CLG. +6'-8" A HDR. HT. EGRESS 6'-2„ 121- 4" 6'- 4„ 2X400 KNEEWALL- ' TOP +12'-11" A.F.F. x 22"x54" -FACE OF GABLE - _j ATTIC ACCESS END TRUSS ABV. GARAGE BOX OUT B TWEEN 8' CLG. TRUSSES A V. GARAGE R OF FACE OF GABLE END TRUSS ABOVE 0 1 00 ■ ■ 20" I, 16'-0" 19'- 4" 38'-0" ■ COND C -off-] 20" FLOOR PLAN DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ 64"X7"X2 .19 .05 1 EXT. DOOR SIDE LIGHTS 6.2 S.F. 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 4 2868 7 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 NOT USED 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 I 1 INT. DOOR ­ WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 52.125 X62 X52.125 R A 35 SH X55.017" LEG .55 •22 1 MUNTINS ELLIPSE 21.6 S.F. 36"X62" B 25 SH 15.5 S.F. .49 .24 2 C 4'W. X 3'-4"H. 48"X40" DEFAULT DEFAULT 1 GLASS BLOCK 13.3 1S.F. D 33 SH 52.125"X37.375" .55 .22 1 13.5 S.F. E 1 /2 33 SH 25.5"X37.375" .54 .25 1 OBSC. TEMPERED 6.6 S.F. F 35 SH 52.125"X62" .55 .22 1 22.4 S.F. 3'-0"W. X 3'-6"H. 35.0"X42"X28.52"RX34" G FIXED GLASS W/ LEG •47 •24 1 2'-10"H. LEGS 9.6 S.F. 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD 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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON lichae Digitally signed by Michael Anderson n d e rS Date: 2020.11.10 n 08:26:33 -05'00' FL. LIC. AR0017305 MASTER PLAN REVISION 9-28-20 U) o M ;mm4 W N Ut,- J -n CD tt w 0 MQ _ ¢ N Z _ 0J0N it C'CC U-OUwmti 00 LL wl-=(C� ZOQ� U :)� � W Z ti O (M a W W PROJECT NO. 17-015-094 DATE DRAWN 9-29-20 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANA! 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET A 2mO UUNCNETE -U- BLOCK TIE -BEAM TOP COUR: HORIZ. 2X2 NAILED TO VERT. 1X2'S W/ 12d X 3-1/4" NAIL P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ fie" x 3" TAPCONS (1 1/4- MIN. EMBEDMENT INTO BLOCK) 1'-2 7/8" io \ C, 0) c0 I O � DO r�_ t �� 1'-2 7/8" 0 -I 1'-2 7/8" O O I I 1'-2 7/8" O 10'-0" I_ OVERHANG SEPARATIONS ATTACHMENT PER MFRS. RECOMMENDATIONS 1 /4" k-" 1X2 NAILED TO TRUSS TAILS Z111,_W/ (2)-8d NAILS ATTACHMENT PERB CU P AN �RECOMMENDMIOIJSASCIA STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT PRECAST LINTEL AT TOP BLOCK COURSE TOP OF BLOCK WALL REAR ELEVATION 2x4 VERT. AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END TOE NAILED W/(2) 10d AT BUCK 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. PLYWD. ARCH FACES W/ (3) _ 10d NAILS THRU O.S.B. INTO EA. 2x4 P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ 3fe" x 3" TAPCONS (1 1/4" MIN 2X4 VERT. BRACES, EMBEDMENT INTO BLOCK) CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK 2KQpkW/ 8d NAILS AT 4" O.C. PROVIDE )fe x 3' TAPCON (1 2x4 SOLID BLOCKING (FULL 1/4" MIN. EMBEDMENT INTO WIDTH OF WALL) BTWN. PLYWD. BLOCK) AT EA. SIDE BUCK-(1) ARCH FACES W/ (3) 10d NAILS WITHIN 4" MIN. TAPCON 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 9U xx 3" SECTION A — A CONTINUOUS 1 /4" = 1'-0" 1/2' CDX PLYWOOD A -A PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PRECAST LINTEL AT TOP BLOCK COURSE ARCH IN MASONRY OPNG. DETAIL - BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS _ LINE OF RECTANGULAR ROUGH OPENING RIDGE_HEIGHT 17 6"W. RAISED TRIM (PROJ. 3/4") TRUSS BRNG. ® ENTRY +12'-11" A.F.F. D° TOP OF WINDOW AT 12'-6" A.F.F. 8" 8" 6"W. RAISED TRIM (PROJ. 3/4") El E ,jk TOP_OF_F.FBLOCK —� — — 1'— " 3'-0" +8'-0" A..-- ---- �— TOP OF SLAB (REF. ELEV.) .1�.�::�IMII111IL�.IJ -ROOF CRICKET " 1= \- SMOOTH STUCCO FINISH AT (0 = FRONT DOOR -I � �V) FRONT ELEVATION 1 /4" = 1'-0" _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF BLK. +8'-0" A.F.F. a 00 _ I �o _------------------------- ___ _TOP OF SLAB ------- ---------------------- +0'-0" A.F.F. LEFT -SIDE ELEVATION (REF. ELEV.) _ _TOP OF BLK +8'-0".F A.F. - - TOP _OF_SLAB +0'-0" A.F.F. (REF. ELEV.) tx6 P.T. BUCK SET N DOOR TI ESHOLD SET CONC.OR MASONRY SEALANT AND SECURED W/ N 80 OF CAULK d' CASE HARD NAILS 0 w Q.0 (MAX) FASTENED 70 SLL W/ 3/16' DU. TAPCONS 0 18' O/C PERIMETER CAULKING DRYWALL BOARD o FLOOR COVERING� _4 cQ DOOR 1R1M c>JuENnnous ASH PERIMETER CAULKING .600 DOOR FRAME FASTENED THROM BUCK W/ 3-(1/4' x 1/4' (MIN) TAPMA o DOOR TRIM T 6 MIA1 ))FROTAPMV 0 MA PERIMETER �u 4 EQ SPACED TAPCIOWS iw EA VERTICAL women SI AB iEFV M1N. EMBED OF 1 5/8' HEAD/JAMB DETAIL EXT DOOR SILL DETAIL EXT DOOR 1 /4" = 1'-0" 1x3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12' O/C MAX CONC OR MASONRY HEAD DETAIL WINDOW ALUMINUM FRAME FASTEN THRU BUCK W/ x3 3/16'114'TAPCON SCREWS 0 24-0/C MAX IN PREDRILLED ALUMINUM FRAME HOLES BY MANUFACTURER `SECURE FRAME TO SILL PERIMETER CAULKING ,L/ WIN SIUCONE CEMENTTOUS FINISH �CAULKNG CONC. OR MASONRY Ix3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED ° 86 ., o ,a W/1-1/2' CASE HARDENED COIL NAILS AT 12' O/C MAX L PRECAST OR POURED SILL \,"-PERIMETER CAULKING DRYWALL BOARD C419 JAMB DETAIL SILL DETAIL, WINDOW WINDOW 12 16 ----------------------------------------------------------- ---- TOP OF BLK +8'-0" A.F.F. O ?i ------------------------------------------------------- -- --- - TOP OF SLAB 0'- +0" A.F.F. (REF. ELEV.) RIGHT SIDE ELEVATION NOTES: 6"W. RAISED STUCCO FRIEZE TRIM (PROJ. 3/4") 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED - - -TOP OF BLK A. F.F. ENTRY SECTION STUCCO FINISH PERIMETER CAULKING CONC OR MASONRY 1x4 OR 1x6 P.T. BUCK SET N SEALANT AND NAILED W/1-1/2' CASE HARDENED qo COIL NAILS AT 24' 0/C b MAX DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4' (MN) TAPCONS AT 24' 0/C MAX N PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) 1 /4" = 1'-0" 1 /4" = 1'-0" 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 WIWAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). FRAME FASTEN 70 SMl W/ /IS x 1' SCREWS 0 2=D' 0/C !f— FLOOR COVERING A 0 GROUT BED cONCREIE SLAB 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) MICHAEL C. Micha ANDERSON Digitally signed by Michael el Anderson Ander Date: 2020.11.10 08:26:47 son -05'00' FL. LIC. AR0017305 (PLAN REVIEW REVISIONS MASTER PLAN REVISION 9-28-20 LO LO T_ rn CV CD rn � C0 W (0 C V U 05 � W M Q w 00 r�f7aW 04 w - W > p CV 0 -I C) (0 LL _jm00O� LL W t0 (D zOQtiU LO07Z ti O co a W J W I -- PROJECT NO. 17-015-094 DATE DRAWN 9-29-20 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT b At' 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET , SHEET A 3mO PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 C F V. ')tt tit(; I IUN x—A UN SHtt ► A6.1 SEE SECTION X—X ON SHEET A6.1 n I DESIGNATION ANCHOR SCHEDULE (SIMPSON STRONG —TIE PRODUCTS MODEL MODEL # ALLOWABLE LOADS NUMBER) NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-1 Od 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 24-1 Od X 1 1/2 TO STUDS 8U8 8F8-1B 8F16-1B/1T #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF REBAR AT ¢ _ , `� C.M.U. BOTTOM OF LINTEL CAVITY •' F :• 8F16-1B/1T _ � • GROUT NOMINAL WIDTH J #5 REBAR AT BOTTOM NOMINAL HEIGHT QUANTITY OF REBAR AT TOP OF LINTEL CAVITY 7-5/8'ACTU4 TYPE DESIGNATION 8' NOMINAL WIDTH 2x4 "X" BRACING TYP. PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 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. - 4 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" 8F8-1 B 1459 PLF 1272 PLF B-3 42" 8F16-1B 6113 PLF 3547 PLF B-4 68" 8RF14-1 B 4567 PLF 1960 PLF B-5 54" 8F16-1 B 6039 PLF 2507 PLF B-6 70" 8F16-18 1459 PLF 1272 PLF B-7 112" 8F16-1 B 1818 PLF 980 PLF B-8 64" 8F16-1B 5365 PLF 2290 PLF CONNECTOR PER ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY 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 I-f---- 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 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. 0 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 FRAMING PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1 /4" = 1'-0" 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 lichae Digitally signed by Michael Anderson n d e rs Date: 2020.11.10 n 08:27:00 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 9-28-20 W Q) CY) � q � W W N q r� O to U7 r 00 N O F-'0 N J�-�~ w —J M X 00 {V w N Z 0CD JIYO(0 w J m p� N J r �w�cOCD Z U0 ti L0 U) LLJ Z ti O M a W .J W E-- PROJECT NO. 17-015-094 DATE DRAWN 9-29-20 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT b4PVAi- 50 SQFT t ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET 4mO 181 1 I I PREWIRE I I Tv I I I + I / I I I / X& EXH* FAN s.D O a OS.D. C.M.D. � I I PREWIRE 1 / \ � S.D.0 � 0 EXH. FAN 01 Y ( S.D. F _ — — — — C.M.D. GFI / s.D 0 LKI- - -I- PREWIRE CATS I 5'-0" 0 SINK W DISP. DISC. AC 3 WP GFI � � �� WHj DISCI. I/ � Y i 22"x54" I i x �Y ATTIC ACCESS — — — W/ PULL CHAIN LIGHT ABV. GFI ELEC. I GARAGE DOOR OPENER PREWIRE PANEL I I I I I I I I I I I 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 SUBTOTAL 32.8 kVA FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9.12 kVA TOTAL OF OTHER LOAD 19.12 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.12 kVA 23,120 VA DIVIDED BY 240 V 96.3 A POOL SUB PANEL 30.0 A TOTAL 126.3 A USE 150 AMP SERVICE OUTLET FOR MICROWAVE COND METER COACH LTS. PREWIRE COACH LTS. PREWIRE NOTE: PROVIDE T1LE FLOOR THROUGHOUT HOUSE. ELECTRICAL PLAN 1 /4" = 1'-0" 2" RIGID O.H. SERVICE F.P. 3-#2/0 XHHW 2/0 SER CABLE 150 150 32 CKT AMP PANEL C/B METER 3#1 CU THNN � 2" CONDUIT 1 NO.4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. I A 4 IF NOT CU USE N0. 4 CU. WIRE SUPPLEMENT GROUND 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 DWEWNG 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. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE A \Q� RECESSED LIGHT K> WALL MTD. BRACKET a 72' A.F.F. FLUORESCENT FIXTURE WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN V/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREVIRE OR W/ LIGHT AS 'NOTED) FOO WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR CHIMES CHIMES PUSH BUTTON TELEPHONE JACK 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 UO V. JUNCTION BOX i- SVITCH 2 42' A.F.F. �- RHEOSTAT SWITCH a 42' A.F.F. TP O TUUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION L0 ELECTRICAL DISCONNECT \b 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 licha Digitally signed by I Michael Anderson nders Date: 2020.11.10 n 08:27:13 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 9-28-20 W W q � C�d O N O N LO LO T_ rn e- N O w W � N U�rn� Lu 2 J U) M Q o W Z Vj w ao W J of O � U. 0JmQ�N_ Ili = Z w N U ww w0 QU ZO9? 14 � rWnl=-w `r)w = ti O M CL W _J W H PROJECT NO. 17-015-094 DATE DRAWN 9-29-20 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT l'Aro SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET A 5mO no 12 PER ELEV. R-30 INSULATION 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 1 x4 P.T. PLOYCEL SEALANT P.T. WOOD BUCK 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 - " WD. BASE - 4 MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) v /-- HURR. STRAP ® EACH TRUSS ..."REFER TO CONNECTOR SCHED. TYP,, � `O.H. R ROOF PLANI. O BLOCK ' REER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT ---WDW. HDR. HT. T 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) J" _0'-0 Y TOP OF SLAB FINAL GRADE -STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. -CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL REINFORCED/FILLE CONC. BLOCK CEI 1/2" DIA L-BOLT (8" LONG) W/ 2" SQ. WASHER AT 32" O.C. MAX. JAMB DETAIL 2x4 P.T. W/ CONC. NAILS AT 12" O.C. -� II II II I II I I I I I I I I I Ij I I II I t------ EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION FASTEN GARAGE DOOR TRACK STAYS TO PT BUCK W/ 5/16" X 1-3/4" LAG SCREWS 0 5" AFF, 36" AFF 72" AFF AND OPENING HT FOR 8'-0" DOOR FASTEN GARAGE DOOR TRACK STAYS TO PT BUCK 2x6 P.T. W/ 5/16" X 1-3/4" LAG SCREWS 0 5" AFF, 36" AFF 54 1/2- AFF AND OPENING HT FOR 16'-0" DOOR -2x6 P.T. FROM BOT. OF HDR. TO CLG. LINE "-1/2" DIA L-BOLT (8" LONG) W/ 2" SQ. WASHER GARAGE DOOR OPENING -1 /2" DIA L-BOLT (8" LONG) W/ 2" SQ. WASHER AT 32" O.C. MAX. (4) EA. SIDE OF OPNG. ELEVATION GARAGE DOOR DETAIL • 2x6 P.T. GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W SAWCUT APPR OPENING IN W, 25" MIN. LAP LINTEL 2x4 STUDS 0 SPACING PER PLANS VERTI W/ 1 CONC. BLOCK (2)2x4 P. COUNTERS CAL FILLED CELL -#5 BAR (2) 16d WALL 9" n r. T. W/1/2" DIA. UNK BOLTS ® 24" O.C. VERT 2 1 /4" MIN EMBEDMENT WITH 2" SQUARE X 1 /8" THICK HURRICANE WASHER e \\-(2) 10d ® 6" O.C. 3 1 /4" DETAIL AT - TOP OF SLAB 900 CORNER 0 w STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER 2017 FBCR. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FBCR. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f'm = 1500 psi 8. REBAR TO BE SIZE ##5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 10. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/" 4 3/819 4" 7/8" f/8" MIN. HOLE DEPTH V" 7/8" 1 1 /8" „ AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R MOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. L AD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 11. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT "OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. I'" ^' " 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 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 IPREENG. 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 OROOF EDGE I y� O Q I D ROOF I A �,/ I EDGE I O IO RIDGE 41 2 2 (D u)(D OZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON ichae Digitally signed by Michael Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD �-An d e rs Date: FL. LIC. AR0017305 2020.11.10 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n 08:27:26 (772)418-2118 -OS'OO' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION � 9-28-20 / w co � q � w w w N q O wN w q LO \� � q � cr 6) Q LO LO T_ C) 'r CV o W Cfl N U w � �_ _j X X 0 Q W nN w - _ _ CD IX 0JN U. _j V_ j Z M04 WWCD ZOQ�U r it W Z � N O M a- W J W F- PROJECT NO. 17-015-094 DATE DRAWN 9-29-20 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT b�i�tftt 50 SQFT ran "1;tA- P TiO ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET , SHEET A 6mO INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. (4) 10d NAILS PROVIDE 2X4 BLKG ® 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. - W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBED 12 �6 MENT) SPACED 2'-0" 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY EL: 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 " 3„ 1 " LA K; x /4 STEEL PIPE J" TAPCON TYP.4 1x5xj" WELDED 'LAN GE BOLLARD DETAIL CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 15/32" CDX PLYWOOD 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 LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1—#5 B Z Z O ~ J S Z W Of TOP OF LOWER < = aw. BLOCK WALL - �- - #5 BAR DOWEL W/ STD. 90' HOOK 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON LU24 ® EACH JOIST/ LEDGER BD. CONN. 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE BD. W/ (2) 10d NAILS 2x4 VERT. STUDS 0 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) PRE—ENG'RED SEE TRUSSES NOTE #4 NOTES: SEE 1 ' ROOF SHEATHING SIMPSON STRONG —TIE "H2.5" AT EA. END OF 2x4 VERT. STUD HURRICANE CONNECTORS REQ D NOTE #4 AT 8'-0" O.C. ROOF 2. PROVIDE "H2.5" 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 TOP OF HIGHER BLOCK WALL li #5 BAR DOWEL II W/ STD. 90' HOOK I -- Ii CONC. BLOCK WALL I I vroTln A I ru I rn I I I I BLOCK WALL HEIGHT TRANSITION DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITI❑US FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK EXPANSK STRIP & ® JAMB HEAD LO (ONLY) CCC DI A AI PECIFICATION STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) PANEL ANCHORS 8"X8"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR CII I I nrATION 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 IL 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" 0 1 - 1111 11, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL --'- MICHAEL C. ANDERSON FLASHING DETAIL AT ROOF HIGH WIND OR STEEP SLOPE N.T.S. icha Digitally FRAMING ON MASONRY signed by I Michael Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD ndersDa2e:111 FL. LIC. AR0017305 0. 0 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:27:40 (772)418-2118 n �b PLANS DESIGNED TO MEET THE REQUIREMENTS OF-OSIOOI THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 9-28-20 w ti Q �. 44 q � r w q w N w Q w O 44 o LO LO T_ o) N o rn T_ ;MM4U W 0 N rn� ctw 55 M _ Wanes i �_ w Z N_ C) co LL z_1 CO j U wwF.:0 z0¢�U co Z LO ti O M IZ W J W H PROJECT NO. 17-015-094 DATE DRAWN 9-29-20 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LAt AF 50 SQFT io ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET CORNER FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE -� FLASH I N TAPE FIN WINDOW TOP CORNER NAILING I SIDE CHECKRAIL FLASHING TAPE — — — - WINDOW BOTTOM SILL FLA SILI 1. CUT THE WATER RESITIVE BARRIER (1C) IATER RESISTIVE BARRIERI R' -HST CUT ! I I I I i--4TH CUT, 3RD I I MAKE A 6" CUT UP I I I FROM EACH TOP , I i CUTI 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 1 FIN AT THE HEAD OF I 1 •<_2ND,• I I THE WINDOW. UT I �_ C_� I IO I L- - - - - - - - - - - - -� 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (N' 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. r-� I eX1ER�pR ; 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW I 2 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 r� I 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) 1 EXTERIOR I 1 I I 1 1 I 1 I 1 I 1 I 1 I O I I 1 I I I 1 I 1 I 1 I 1 ram` x— I EloR I I I I I I I I I I 1 I I I I 1 I I TOE NAIL (2) 16d EACH smF 2x4 TRUSS TOP CHO BLKG. ® 48" O.C. PRE-ENG. TRUSSES AT 24" O.C. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 2x4 45' CROSS BRACING AT 4'-0" O.C. NAIL 2 X 4 BLKG TO WA2)16d NAILS AT EA. 2 X 6 BLKG WITH 10d TRUSS WEB MEMBER ®8" O.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 10d ® 8" O.C. SIMPSON "MSTAM24" AT 32" O.C. W/ 5-1/4- X 2 1 /4" TAPCONS IN MASONRY & 9-10d X 1 1/2" IN 2X6 STUD 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION @ VAULT NOTE: * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BLK. FOR CEMENTTTIOUS FINISH • J ® 48" O.C. id COMMON NAILS AT X4 LADDER FRAMING - GABLE END TRUSS 15/32" PLYWOOD SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d ® 6" O.C. NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKG WITH (2) 10d 2 X 8 ® 16" O.C. KNEE WALL WITH SIMPSON SPH8 AT EACH STUD SIMPSON HETA20 32" O.C. �— EXPANSION JOINT AT CEMEN11TIOUS FINISH 2x6 P.T. PLATE CON T. W/ 5/8" DI A. ANCHOR BOLTS ® 32" O.C. OR W/1 /2" DIA. ANCHOR BOLTS ® 24" O.C. ROOF SHEATHING 2x4 BLKG. ® 48" O.C. — (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR —INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN TOE NAIL (2) 16d EACH SIDE �— 2x4 BLKG. ® 48" O.C. PRE—ENG. TRUSSES ® 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID —PT. AND AT 8'-0" O.C. (MAX.) ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP ® EACH TRUSS PER FRMG. PLAN — 8x8 U—BLOCK TIE —BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' O.C. i PRE-ENG. TRUSSES AT 24' O.C. 2X4 45° CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45° CROSS BRACING SCHEDULE SPAN BRACING REED. GREATER THAN 20 FT. SPACED 4'-0' O.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. POINTS (1) PAIR AT MIDP❑INT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' O.C. REFER TO FRMG. PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE - 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA, REINF. FILLED CELL PER FDN. PLAN —� GABLE END SECTION X-X 1 1 1 2x4 TRUSS BOTTOM CHORD BLKG. AT V-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 15/32' CDX PLYWOOD SHEATHING 2x4 BLKG. @ 48' O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - 2X4 STR❑NGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' O.C. 2X4 'T' OR 'L' STR❑NGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' O.C. -SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' ❑.C. MAX) 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE CEMENTITI❑US FINISH OVER FRAME C❑NSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP, EXPANSION J❑INT AITN CSEµ�MENTITI❑US ifxb IP:T. PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' O.C. 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 lichae Digitally signed by Michael Anderson n d e rs Date: 2020.11.10 n 08:27:53 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 9-28-20 w ~ Ln r p w q w N O wN ��� w q LO 0 LO LO O �- N O O O W O N U�rnti �w _j CO M Q w W0Q�00 N Ill -pN - w o -j W C) CO _JmO00N J u m W F (0 U Q U0 (1) Z LO O ti 2 M a w J W F- SHEET � • J OPEN TO FAMILY RM. BEYOND BAR TOP —, mm 1161 KITCHEN FAMILY RM. BEYOND -03 •. BREAKFAST ROOM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1315 B 4 B 6 B 6 FI LLER FI LLER-J R N G KIT. AT RNG. NOTES: 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F. 30" _ RAD. I IQ OPEN co LL TO 1 O HALL Co n O I— HALL ARCH WALL MTD. LT. FILLER BATH 2 CER. TI LE FI LLER W3 12 301p 0 0 W21 = RAD. 30 U 0 Q OPEN nSINK O o 0 a 0 0 0 0 O _ p18 SB 36 B18 REF J w ro LW Y 071 KIT. AT SINK WALL MTD. LT. MIRROR M.C. FILLER LAV LAV 010 1 0 10 i•• BATH VANITY DW DW/REF GREAT RM. WALL ELEVATION 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 THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON Micha Digitally signed by el Michael Anderson Anders Date: 2020.11.10 On 08:28:06 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION � 9-28-2000 / LO C) w ti � q � w q w N �C;d how O � O � N O rn W p N U � a� SHEET A 7mO f-- Type: Model: a Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: ,- Air Source Heat Pump Air Source Heat Pump CH14NB036*0**,E* 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 134,200 Btuh n/a 25,650 Btuh /a__ - ' 8,550 Btuh n/a 9162515 NOTE: ALL: DUCTWORK 'PEN ETRA ING GARAGE CEILING SHALL BE R--6 FIBERGLASS DUCT WORD.. PKLANEVIEW REVISIONS MASTER PLAN REVISION 2-3-17 LU rs jt I O LU N W Q Co Z a W oLncti o� 01 L LO L. r- a) _ r C] O C) �{ J.� M rV0 Z LU 0 Q"rN 0 J 0 J m.O.� N _! CN w��t� QUIrC-4 Z.OQ� ci Z O C M W J. LLI F- PROJECT NO. 17-015-058 . DATE DRAWN 7-3-18 DRAWN BY MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT 6ANAt 148 SQFT Ca N�ttr rg Qpr-t-, o ENTRY 38 SQFT TOTAL .2336 SQFT C UBIC VOLUME OF NDITIONED SPACE CUBIC FEET ,. ®1 A' A' A( A( A( A( A( A( A( A( A( A( A( A( A( A( b A( co A( A( A( A( A( A( A( A( A( B( B( B( B( B( B( B( 23'8" 14'4" 11- - - - — — - - \ I - - I N 0 1' — )9 )8 N. d 7 X 7- )6 , , 8' FLAT CLG , f % \•, /' , %' �i f %% �" f 8" RECESS r )6 C i •\ I )6 I f• i' ; )4 i' i i% % i i' i' `i ri %• �% 14 `, f, %, i' % %% )4 14 %' ,� 14 i )4 % 3/12 VAULTe8 CLG f , �� %'" %,3/12 VAULT EQ CLG % Ali )4 % )417 ' CN 8'FLAT CLG N ----------- )3 A % 4 )2 i I I . % ! r 19'0" 14 7'1"10 12 FRAMED BOX OUT BY BUILDER )2 01 11 ol FRAMED BOX OUT BY BUILDER . N 8' FLAT CLG iw_=:- N ATTIC ACCESS 1LO (` )5 1'11" 12-11 CLG N 14 1,107 1' 10"7 )3 or 0 N CV 12 ti N O CV )2 co CV (V 12 N J N 11 n V N N N N N N N N N r- 1214" 1 6'4" FRAMED BOX OUT BY BUILDER 19'4" C04 CO3 CO2 CO2 CO2 C01 J1 r IO BRG @ 12'-11" 3/12 VAULTED CLG 8" RECESS Typical Cornerset Specifications J1Attach KingJack w/(3) Attach Corner Jacks w/ 2 Attach End Jacks 0.131 "0 ToeNails @ TC ( ) w/ (4) 0.131" 0 ToeNails @ TC 24" strap using (6) 10d x .131" 0 ToeNails @ TC & BC & (3) 0.131" 0 ToeNails @ BC 1-1/2" at each end of BC (typ•) 0 r; Typ. Corner Jack Placement— 1' 10-15/16" 210" 1 12'0" 11-1/16" _Q0 O r Ilk 1 1-411 1 '-411 1 '-611 ASV # No.88 6 ATE OF r"� R Jrrr�.r)��3ltattt��� * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. o (UNLESS NOTED OTHERWISE) �g N ' 0E N > * NOTE: ALL CEILING DROPS BELOW BEAM ARE BUILDER. (UNLESS NOTED OTHERWISE) = ` ~ ° O T .6BY 0 N 7 . to N .0 * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING cm 0, � u _' ~ DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL Q +-. +F o U �' `� a) 0 `�j 0 a; � STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE (go � m 8 a) o o 2 'a) INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o 8 •E .g -0 3 0 GRAVITY AND UPLIFT LOADS. C M U FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ¢ M o S 20as �a� N L 0.9 AND/OR ENGINEER OF RECORD. - ° Q ° ,0 Co0 REPRESENTS THE LEFT SIDE c—n — . - .o :° o ' o OF EACH TRUSS DRAWING ¢ 9 � N aE Q. g wo ccm-0,E-c �8W,:E03rn'CM o c ca QN 0)N'U W ( NOTE: REFER TO SIMPSON CONNECTOR V o . 2 �E-- CATALOG FOR INSTALLATION DETAILS) tm L ° - cF-t: 0 a) A LUS24 H HHUS46 Q E B LUS26 J THA422 o NR CO� > C HUS26 MUS26 S--- c E )mK @m ~ OM 0 y '3 D HUS28 L THJA26 T - - - r � � E HHUS26-2 M--- U--- � Q� . U� � 2 C O O Q0 F HHUS28-2 N --- V --- � m 0..c2i 0 rn3 �,� �' m� •m o •� � E a`�i o u, o °� -a �' `off IG LUS46 P - - - �( - - - X 2 " o � � 0 CL 2 y 2 E 0 c° �' HBB HANGER BY BUILDER BBB BEAM BY BUILDER 0 IL 2 o � W OR C7 a) O — =s�='N�a0-6 Z LSTA12 @ TC & BC * NOTE: LSTA STRAP Us '� c M s �, 0' INDICATED TO BE USED IN a3a)-EEmca) 00 �° U' _-0 8 0 Zt LSTA12 @ TC CONCORDANCE WITH o m CORNERSET DETAIL. a Zb LSTA12 @ BC �, a y mow N O 2 T 9 H 2 m 8 OC 9 � U cU f6 0 LOADING ROOF FLOOR WIND LOAD E a) oo� Na-0 LIVE LOAD 20 ASCE 7-10.0-0 00 acrn°co3: C1-E--:.L rn.�.. 0 2 DEAD LOAD 10 - 160 B ~ U Q'o ) S o T,._,E O O � w o mN�wtj:2°:r m Lu 2 2 c a 'r Q p LIVE LOAD 0 - Residential - CAT II LL DEAD LOAD 7 - ENCLOSED 0 V o O"- a)z V)�O Nw ;= 00 a) C) 0 ._' E 'a) m W 0 Z 0), 0 'E .S � -,8 ° a, o TOTAL LOAD 37 - FBC 2017 RESCn 0 w -C U L C O O N 2 V y N c6 w U DURATION FACTOR 1.25 - TPI 2014 fn c 3 -,oO &.vN r- ' n : w REV DATE BY REMARKS .� a) 3a)._L.E.2cy _ - --/--/---- - c ►- U U N ..�.. > U 7 o�R L V O U 3 `m - --/--/---- - 3 y _ a 'rn O CO in Z C � _ L a) _ o N � N U a) a) .2 O al z +� Eoc U m o y E - Sa0o. to a) T _ +C+ `� 0 C) o �, E ai -o � G o o c o 0 r w - --/--/---- - Z 2 c m rn:-:o m o a) O m Z - --/--/---- - _ v w s ac) rn a? m m CL o�`Ea) � >, It is understood that above APPROVED m o o �� , I a) 2) conditions have been reviewed & , o . a o are acceptable for the fabrication APPROVED AS NOTED - �, at trusses, elevations, pitches, C 'N U a) _ a Z @ ° E overhangs, fascias,ceiling REVISE AND RESUBMIT ,� o N E R elevations/pitches, bearing o o conditions &all detail pertaining REJECTED o N o U 0 a L 0 o to this truss placement plan. No �, 2 a o 0 w back charges will be accepted a) `° ~ a ~ without previous written approval DATE a �, M s w _ .N from an A-1 Roof Trusses o=,.�o00.G0 representative. REVIEWED BY L o � o N o = o c •,., w �acoa) Oo 0 PLAN DATE ARCH: --/--/---- STRUCT:--/--/---- Low—.s� .:T �, ° 7 ,L O N C O a)a) s3 �`. cv L w .� CUSTOMER RENAR m �" o t _ NrO cn-0 NU U O a) L 00 •7 wN O p N .. NEm�°?Ev a) at6i JOB NAME CAYMAN 1763 B3 C -0 '0 0 0 -0 F- 0 0 o 2 0 3 Z E m CD a) O OPTION(S) co o w 2 E a ._ c � r 'o Y IT (B W o a) Q�o�oo�=off U 0 .00MMUNITY MORNINGSIDE/LOT: 94 a) C 0 L O T.WQ) . 8 � E = 2 0) 0 0 C� /LOT# fA 0 0� y g5 cgmg2 g '0 U a0.. Oi W to 'C i O 0 o a) C 'p o c to 0 0 C CITY 0.) i�a)o"m�s3 rn p N C-� 00 0 'a' f) COUNTY ST. LUCIE 720 d Q. �� a 00 9 8 C, -0 pm c BLDG. BLDG. a) a)c o a _ � '3 � � N a o _ _ °r TYPE # ��122 a c w� 0� 3 c m-0 82511 �� ° o 02. JOB # MASTER ARMSCMB3 u) 3 .__ 0 ca a .w .o -c C 0 U��y6l—Z 2 C a) a UmE- wO IY- L~a) -as M0C' a) CC DRAWN SCALE 0y >.C�m DATE 10/5/20 ~ ' a 2 C .� MS NTS M : Q'�' a) Cz _T-_ G a) L E � C U 'fA SEE'>a3�'�c2 A-'1ROOF ZN U CL a)2~ U N :2O a) S ��_°'o ,,. C11 M:2 c N a +L .NTRUSSES Q_Hy980_�°6 A FLORIDA CC9RF'C}tATICN o W a E Ph 772-409-1010 / Fax 772-409-1015 D ._ U . ; n a http://www.altruss.com a a) ° 0' ° r_ 0 in