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HomeMy WebLinkAboutMerrios Permit PlansMetrr`tiS aef PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN APPROVAL PRESSURES 30D FIBER -CLASSIC HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: W/ SDLT. EXTERIOR SWING DOOR SMOOTH STAR SMOOTH STAR THERMA-TRU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL15225.5 +40.0 - 40"0 PSF 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 3116" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX" ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA. 0 GLASS BLOCK 811x8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 18-0129.17 +/- 90.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS 0 FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 55.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED PRODUCTS, INC. < >> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 ORGANINC FELT THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND i ROW AT THE OVERLAPS FASTENED 6" O.C. ASPHALT SHINGLES HERITAGE TAMCO BUILDING « >> ALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. DGE, APPROX.1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. 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) HURRICANE SHUTTERS 8 GAUGE GALV. EASTERN METAL SUPPLY ALL ANCHORS ARE 1/4" DIA. N. PAC NG OF ANCHORS P R MANUFACTURER'SISPAN CHART FL z227O.1 PER MANUF. TEEL STORM >> SPAN CHARTS PANELS 1 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 HAZARDS9 AIR FREEZING MEAN ANNUAL SpeedI Topographic Weathering° Frost lineb Termdec LOAD (mph) �ecgk (NA) CATEGORY depth TEMPO REQUIREDb INDEX TEMP] N/A See Fig. R301.2(4) WA Negligible N/A Very N/A WA WA 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) its "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 outdoce 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. L Reserved. g. The applicable governing body shall, by local f oodplan ftoodplan management ordnance, specify (a) the date of the jurisdiction's entry Into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. I. Reserved. J. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SQ. FT. VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8" WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 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 1 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 FRAME BUILDING DESIGN: ENCLOSED X OPEN ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 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 ROOF LOAD: TOP CHORD: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD:10 PSF (NON -CONCURRENT) NO X 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 (SO. 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 3495 (772)418-2118 MICHAEL C. ANDERSON Iv 1^ 1� PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 LO LO rn o CD LU(.0ti U rnti co f J--jtD J M = U) - Q LL N � p� o " -J IM 0 CO 04 � 04 m W ) ( QOUQ�U ti 12LOU)Z l� M a w J W I-_ PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET CVR PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDIT] FL. LIC. AR0017305 0 m d- 00 d- R m l 22'-0" 16'-0" 6'-8" 3'-10" 6'-8" 3'-10" 1'-0" 36"X36'X16" DEEP 6x6 — 10x10 WWF CONC. 6x6 - 1Ox10 WWF w OR FIBER MESH SLAB OR FIBER MESH Q CONC. 8" > SLAB `r VARIES F-4—+ j C)GRADE0 2-#5 2- 1 2-"IBARS BA S LL BAf " 1'-4 '_ 4" 2'-0 A DETAIL B DETAIL C DETAIL 1 1 1 6x6 - 1Ox10 WWF CONC. w OR FIBER MESH SLAB Of CONC. 1,-o,, SLOPE SLAB d. o GRADE - S - GRADE 2—# 1 12 (MIN) 2- BA I�S BELOW BAS I I 8"1'-4 D DETAIL F DETAIL CONC. FTG. W/ (3) #5 EACH WAY C I D .lE ■ ■ ■ ■ ■ ■--- ----------- ■ ■ 0 G L A I � I 1 HB I 1 I o rG IrA 00 1 n 1 I 8'-8" 3'-8" I ■I I ` I I I F � ■ --- --- — -------I J RECESS SLAB FOR S.G.D. I I II 1 I I ■ I LAV II ■ II coo I I I ■ o I Lo LAV ■ I I °' _ » 3 1 /2" 10'-10 5/8" I 0 0 • REFERENCE --- 0 i� 00 r� 0 ih 00 I ■- i - SHWR. ( I DISP. I 11'-7 5/8" FLOOR I I I RECESS SLAB OUTLET II o I 3 1 /2" FOR I I rA I SHOWER 4" 2500 PSI CONC.' SLAB W/ I FIBER MESH, ON 6 MIL. POLY I VAPOR BARRIER OVER TERMITE " ■ TREATED COMPACTED CLEAN 14'-8 1 /8" FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS •- DETERMINED BY ASTM D-1557 0 I rH 1 W. I INDICATES C.M.U. CELL FILLED 1 M I A W/ CONCRETE AND (1) #5 VERT. I 1 REBAR CONT. FROM FOOTING TO — — — — — ]NAC— — I TIE BEAM (TYPICAL) r — — — ■ ■ TUB/SHWR I rHl I WH WC 61 1 I T-11 7/ " ® LAV 1 i 2'-10" 2'-6" Ld I I I ■ C� 0 I w 1'-1 0 5,t8" I I o 00 I A I I rD N M I rD LO ■ 1 I ( 1 0cq 1 I I I I 5'-9" 5'-2" I I I ■ U I I i A I - 0 I I HB F SLOPE DOWN 1" ao I AT GAR. DOOR m' 0 --- -- I 1 0� I I B G 4- 4- i---"1 A 1'-4" 20" 16'-0" 20" 12'-49r 6'-4" 19'-4rr 38'- 0" CONC. 1-#5 1-#5 SLAB FBAR4- SLAB BAR SLAB 00 4" 8" r 8" w Of o � I °' G DETAIL H DETAIL 1 1 5 1 /2" FRAME 7 5/8" (FRAME) w CONC. CONC. 2-#5 00 SLAB M > SLAB BAR I o .. I I 2— #5 8' 1'-4" BARS 41'-4'0' O I J DETAIL - S.G.D. K DETAIL M 1 1 CONC. 809 8» N SHOWER SLAB VARIES CONC. RECESS " SLAB " AT WALL --- ---- GRADE N SHOWER ----- 0 RECESS 2-# "I r� BADS L DETAIL M DE' L1'-4 1 1 d- Zo 00 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY 00 CONC. A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC - 69'-1" AD - 59'-10" BE = 68'-6" BF = 61'-3" UIMENNUNS AKL 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» M — DETAIL - -c FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 1 cn CONC. w SLAB ne H1 DETAIL 1 CONC. SLAB 7 ao 4" 8" j G1 DETAIL 1 3" V.T.R. I J 1 I � I 2rr 1 �\ LAV 1 12" �\ LAV i 1 I 3" 1 W.C. 2" I 1 TUB 1 " 3" j'[2" V.T.R. I I I I 1 I 2" SINK 3" SHWR. 3" V.T.R'j �� I �I' , 3" r 1 I �I 1 I I I 2"1 LA� I I 2" WASHER CLEAN OUT W.C. i 3" 3" MAIN I 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) MICHAEL C. ANDERSON 41{j[to FL. LIC. AR0017305 PLAN REVIEW REVISIONS I i MASTER PLAN REVISION 2-3-19 LO Ln rn r- N o cz'rm W (0 INUI--rn� w m J � � 0 z COM N W �" J O -J 0CoN c cq mw� u U QOQNU uj LO cf) Z ti = M a W J W H PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 B 1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET i SHEET A lm0 0 I i� Lo ■ R/S � - - o 00 I \ I �, N I o v 5'-8 3/4" I HB I 8' CLG. Lo R/S 0 ■ - -R/S - co NI \I of N 8' CLG. �I - R /S N TLO- I C-4 +6'-8" 0 HDR. HT. to 0 M 00 I 0 o 22'-0" 10'-6" O +6'-8" O +6'-8° C.B. COLS.- I HDR. HT. HDR. HT. TOP + 6'-8" A.F.F. EGRESS- P.C. HDR. ABV.- ■ _8'-0" CLG. r © -----1 BOT. + 6'-8" A.F.F. 8'-8" CLG.ol COVERED PATIO I I I2'-0" ■ 8' CLG. I I \ TYP. I 8 -0 4'-0" 114 I O I ©I MASTER BEDROOM ■ ■ ■ ■ I COFFER I L---- -----J M 15'-9 1/4" o ol I DINING ROOM ■ 10 M.C. O8' CLG. 7 C N 00 I n o O I ih 0 N w +6'-8" w HDR. HT. ■ BEDROOM #3 j� VAULTED CLG. ■ 7'-4 1 /2" of- - - - - N R/S O■ I8'CL. 0 +6'-8" I HDR. 1" IN N -LoHT. 2�_8» z z Lo (l�)Z o i� N o R/S = - - - CV M I N 15'12 1/4" I GREAT DOOM CATHEDRAL CLG. I I 15' I8 1"/4" I I I I , 7'-1 3/4" VAULTED CLG. I 0 in 1 M.T. N 710 OHDR." HT. 10 -4 ABV. VAULTED CLG. I O N p 1 - +6'-8" 10'-3" 0. ■ HDR. HT. RAISED 5'- 2„ r-BARTOP 1 RAISED II BARTOP II SINK W/ ii DISP. 0 0 KITCHEN II o VAULTED CLG. II u R 1 i� 10'-0 1 /2" 5 \ 4'-4" 10 5'-11„ 8 CLG. i 5 SH. LW SHELF ABV. 71_9" 8' CLG. D. - I M.T. P. ■ \-DRYER V.T.W. 3 O 18'-3 1 /2" i 22"x54" ■ AC 00 i x ATTIC ACCESS COND 1 GARAGE N 8' CLG. ■ 6'-0" [1'-8 3'- 3 4 / +11'-4" CLG. H T. ■ 0 I ■ BEDROOM #2 8' CLG. 8"W. ARCH ABV. SEE ELEV. HB +6'-8" OA HDR. HT. EGRESS Of 11 ir) 00 ■ FLAT ARCH ■ 4'-4" SOFFIT ABV. °° °- o N w ■ ■ ■ ■ 1'-4" 1'-4" N L_ 20" 16'-0" 20" 12'-4" 6'-4" 19'-4„ 38'-0" 00 00 DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ SIDE LIGHTS 64"X7"X2 6.2 S.F. 19 05 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR W SELF CLOSING DEVICE 4 2868 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2068 1 INT. DOOR 7 1668 1 INT. DOOR 8 4068 BIPASS 2 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 2868 POCKET 2 INT. DOOR 11 16070 OVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE ~ 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62" 22.4 S.F. .55 .22 1 MUNTINS B 25 SH 36"X62" 15.5 S.F. .49 .24 4. 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 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: FLOOR PLAN 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 P FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 r� ti n C W r� Q) Lo Lo O r- cV O O V_ co pi c U_rnti J At _ Q co LL I IY O Co �mpN m<LL04U Of W 1- co o j �U ZOQIll Ill � � Z ti m M a W J W H PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 2mO ATTACH 1-1/2' X 4-1/2' P.T. BUCK TO BLOCK WITH: CONC OR MASONRY HEAD: 1/4' X 3-3/4" TAPCONS SPACED 4' FROM CORNERS, 3' do 6' FROM MULLION. JAMBS: 1/4" X 3-3/4' TAPCONS SPACED C FROM CORNERS, 18.94' O.C. MAX. DRYWALL BOARD CEMEN1117OUS FINISH DOOR TRIM ERIMETER CAULKING ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM HEAD: #10 X 2-1/2' PFH WOOD SCREWS SPACED 4' FROM CORNERS, 3' do 6" FROM MULLION. JAMBS: J10 X 2-1/2' PFH WOOD SCREWS SPACED V FROM CORNERS, 18.94' O.C. MAX. HEAD/JAMB DETAIL (2X BUCK) EXT DOOR 3/4' x 4-1/2' P.T. BUCK SET IN DOOR THRESHOLD SET IN BEAD OF CAULK AND CONC. OR MASONRY SEALANT AND SECURED W/ FASTENED TO SILL WITH 1/4' DIA. X 2-1/4' TAPCONS CASE HARD NAILS 0 12' O.G (MAX) SPACED 3' FROM CORNERS, 3' do 6" FROM MULLION PERIMETER CAULKING fL00R COVERING DRYWALL BOARD ° Q oQ CEMENT11l0US FINISH DOOR 7Rl o O 'O o 0 0 ERIMEIER CAULKING a�° $' b' 'O_ ATTACH DOOR FRAME TO BLOCK WITH: DOOR TRIM o HEAD: 1/4" X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, 3' do 6' FROM MUL11 LION. 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 ON LATH O 0 A 00 I Z CEMENTTIOUS COATING ON BLOCK 3 = o o _ REAR ELEVATION f P.T. BUCK SET IN 7 NAILED 4SE HARDENED IT 12' 0/G 4SONRY 4RD !AME I BUCK W/ TAPCON 4' O/C )BILLED INUFACTURER AULKING ....... ,,,3 FINISH HEAD DETAIL WIND❑W 1/4" 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 / WITH SILICONE CEMEN7771WS FINISH CAULKING CONC, OR MASONRY 1x3 OR fx4 P.T. BUCK SET IN ` SEALANT AND NAILED a_ .: bQ O Q° 000 QQo q W/1-1/2' CASE HARDENED COIL NAILS AT 12' 0/G MAX. PRECAST OR POURED Stu 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 +10 -10 A.F.F. ENTRY TRUSS BRG. —� A. — — F.F.------------WDW. HDR. HT. 6"W. RAISED TRIM (PROJ. 3/4") +10'-4" A.F.F. TTOP OF BLOCK ------— +8'-0" A.F.F.— — — — — - WALL PROJECTION AT HALL BATH BEYOND CEMENTITIOUS COATING ON BLOCK TOP OF SLAB_ +0'-_0" A.F.F. (REF. ELEV.) �V RIDGE HEIGHT +17'-10" A.F.F. I 12 16 CEMENTITIOUS COATING ON LATH .69 A RD. / BAD. • 4"W. RAISED BAND (PROJ. \-RETURN BAND 24" 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) WINDOW SILL FRONT ELEVATION 12 16 CEMENTITIOUS COATING ON BLOCKEll STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY TOP OF BLK. lx P.T. BUCK SET IN SEALANT AND NAILED -T-%J A.F.F. W/1-1/2' CASE HARDENED J Qo COIL - NAILS AT 24' 0/C. ° 0°0 MAX. R DRYWALL BOARD CAULKING DOOR FRAME FASTEN 774RU BUCK W/ W/ 3-1/4' x 1/4' (MIN) TAPCONS AT 24 0/C. MAX IN PREDRILLED HOLES TOP OF SLAB BY MANUFACTURER +0'-0" A.F.F. (REF. ELEV.) JAMB/HEAD .DETAIL (SGD) 12 61 RIGHT SIDE ELEVATION 1/4" = 1'-0" DOOR FRAME FASTEN TO SILL W/ 16 x 1' SCREWS 0 2'-0" 0/C E- FLOOR COVERING ti •O 00 0 6000 ° O"• GROUT BED CONCRETE SLAB SILL DETAIL CEMENTITIOUS COATING _ ON BLOCK °I I Zo �o LEFT SIDE ELEVATION 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —" A.F.F. OF BLK +8'-0F.F. ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. 'NGINEERED TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COURE HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X_ 3-�1 /4" NAIL SOFFIT DETAIL 1/4" = 1'-0" ATTACHMENT PER MFRS. RECOMMENDATIONS 441 X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS LJ p-1 ,I �-ATTACHMENT PER MFRS. SEE P�LNRECOMMENDATIONS SEE STAPLES @ 8" O.C. PER MFRS. RECOMMENDATIONS - CONTINUOUS VENTED SOFFIT N.T.S. 1'-2 7/8" rn N — TOP _OF_BLK. — — TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 8" " O d- d' I I - �- `- I 1'-2 7/8 L 9'-4„ L 0 OVERHANG .SEPARATIONS 1/4" = 1'-0„ — _TOP OF BLK. +8'-0" A.F.F. — _TOP OF SLAB +0'-0" A.F.F. - * (REF. ELEV.) NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD F = �J lr!f �ZO 'ter 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) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 Lo Lo � N o 0) W N ~ co J 0Cl) ~ x Lu z _Q N W > C) - o -1 O CO �m0rcc) in<L 0")C-) aoQ�� 94 UJI U) Lu L0 C 0- w _J W F- PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 3mO 1/4" = 1'-0" (2) HETA20 , 1'-4" OH C m 1'-4" - OH (2) HETA20 �t- I �o B-5 B-5 B-10 Imimim I iVAULTED 8' FLAT Wa ElEm- 8' FLAT i ■i �L CATHEDRAL I 8' FLAT � 1■ 8' FLAT VAULTED I fi ATTI 8' FLAT KNEEWALL eIVA di IwAm 3. • �VANE II I •'JI I g_2 P.C. HDR. BOT. +6'-8" AFF 2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 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.) PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1 B/1 T 950 PLF 404 PLF B-2 70" 8F8-1B/1T 1459 PLF 1272 PLF B-3 42" 8F8-1B/1T 3166 PLF 2165 PLF B-4 90" 8F8-1B/1T 1029 PLF 959 PLF B-5 54" 8F16-1 B/1 T 6039 PLF 2507 PLF B-6 70" 8F16-1 B/1 T 1459 PLF 1272 PLF B-7 112" 8F16-1 B/1 T 1818 PLF 980 PLF B-8 64" 8F16-1B/1T 5365 PLF 2290 PLF B-9 112" 8F16-1 B/1 T 1843 PLF 1133 PLF B-10 208" 8F16-1B/2T 950 PLF 500 PLF (2) HETA20 • • 8F8—iB TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED rQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-lB/lT N❑MINAL WIDTH LQUANTITY OF #5 B_5 N❑MINAL HEIGHT REBAR AT TOP -1'-4" OH 1'-4" OH - (2) HETA20 FRAMING PLAN 1 /4" = 1'-0" 8F16-1B • •1 •�... Q = �. L Ai -J co 1 0 in z ; • .° �7-5/8'ACTUAI I, s•—o 8' NOMINAL WIDTh FRAMING NOTES: #5 REBAR AT TOP MIN, (1) REQ'D 1-1/2' CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 1. "DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4- MIN. EMBED. 0 24" O.C. VERT 0 (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 THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 6-4 w o w a o� w �I cy) w ��q q � � "�I w w � CID Q) o0 o W to N C) 05 J U) A ��LLI 0 � Q W N CD� aJoo a -..Im00CD N 10 °° Lu (q 0 QUOQ�U Lo 0) Z ti O M IL W J W PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 B 1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 4mO 1 I ( 1 I PREWIRE I I PREWIRE I +5' A.F F. I VGVFII I ( � I I I L-----\ — J S.D. 0 Q• • C.M D. S.D. I \ I I \ I E FI FI �GFI EXH.X'OL FAN I SINK Wy I GFI DISP. FLOOR 11 +5' A.F.F. I OUTLET j j J o PREWIRE TV u 11'-41 3/4" 39_6 I S.D \ / M � I S.D O i pw / I I DISC ------ I yr- 0 0 I GFI WH EXH. 1 / FAN I \ / DISC. I a F S.D.[[_Tp==n.L �- \ — — — — C.M.D. \ � i 22"x54" • i x �Y II ATTIC ACCESS �— — —y W/ PULL CHAIN LIGHT ABV. GFI GFI GARAGE DOOR ELEC. \ I OPENER PREWIRE PANEL S.D.(�) I , I I I PREWIRE I I .11 COACH LTS. PREWIRE ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 4.7 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE l 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER L5 kVA DISP❑SAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 32.2 kVA FIRST 10 kVA AT 100% 10.00 kVA I REMAINDER AT 40% 8.9 kVA I TOTAL OF OTHER LOAD 18.9 kVA I 10 kVA OF AC AT 40% 4.00 kVA I TOTAL 22.9 kVA I 22,900 VA DIVIDED BY 240 V 95.4 A POOL SUB PANEL 30.0 A OUTLET FOR MICROWAVE COND METER COACH LTS. PREWIRE TOTAL 125.4 A USE 150 AMP SERVICE 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 150 M.C.B. 2" RIGID O.H. SERVICE F.P.L. NO. 4 CU. WIRE TO UFER GRND. 0 METER SCHEMATIC ELECTRICAL RISER BACK TO BACK SERVICE 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 2008 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. NOTE: ALL TILE IN KITCHEN, DINING, BATHROOMS, LAUNDRY, BEDROOMS AND CLOSETS TO BE DIAGONAL ELECTRICAL PLAN 1 /4" = 1'-O" LEGEND -0- SURFACE MTD, CEILING FIXTURE PENDANT FIXTURE \O,\ RECESSED LIGHT K> WALL MTD, BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE I V WALL MTD, VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) �O• WALL MTD, SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR O CEILING MTD, CARBON MONOXIDE DETECTOR CHIMES CHIMES PUSH BUTTON TELEPHONE JACK 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 0 110 V. JUNCTION BOX �- SWITCH @ 42' A.F.F. �-- RHEOSTAT SWITCH @ 42' A.F.F. TP : TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT acATs CAT6 OUTLET MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON �q't7� FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 o 1 w � co 0 Ln Lo r- N O CCO w co N UE=rnti � J In M � -Q _ LL N 04 � p _j w o , LL -�m0°`;°N f m Wcoll J..: CR QU� QU O Z n. �Lu U)U)Z 04 O M a J w PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 B 1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET i SHEET A 5mO 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 NOTE: 1 x4 P.T.- SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT - MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK - MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2" DRYWALL ON 1 x2 P.T. FURRING 0 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - 4" 2500 PSI CONC. SLAB W/ WD. BASE - FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 --� 60 I NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP 0 EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. \�1 PER ROOF PLAN._ I - TTOP_OF_BLOCK T REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT ,L WDW_HDR. HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS ,,.-- CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK -1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) _0'- 0" - Y TOP OF SLAB FINAL GRADE �-STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. ,--CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS 0 10" O.C. IN CONC. BLOCK. OR WITH PRE-ENGINEERED 8d NAILS 0 10" O.C. IN WOOD ROOF TRUSS L 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ LJ r°, (2)-10d NAILS 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 0 6" O.C. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT VEN SOFFIT DETAIL ALUMINUM SOFFIITNAL #V- 44�D N.T.S. II II II I II I I I I I I I I I I I I I I I I I L----- EXTERIOR FRAME WALL TO LINTEL 2x4 STUDS 0 SPACING PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d CONC. BLOCK WALL 0 12" O.C. (2)2x4 P. COUNTERS T. W/1/2" DIA. UNK BOLTS ® 24" O.C. VERT 2 1/4" MIN EMBEDMENT WITH 2" S QUARE X 1 /8" THICK HU RRICANE WASHER TOP OF SLAB CONIC. BLOCK WALL CONNECTION REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-801 (8" LONG) W/ WASHER AT 32" O.C. MAX. ... _JAMB DETAIL 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF NAILS AT 12" O.C. HDR. TO CLG. LINE 2x6 EQUAL EQUAL P.T. d 1/2" DIA L-BOLT 2x6 N (8" LONG) W/ 2" P.T. WASHER AT ° 32" O.C. MAX. M GARAGE DOOR OPENING ELEVATION GARAGE DOOR DETAIL U n DETAIL AT 90° CORNER GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W SAWCUT APPR OPENING IN W 25" MIN. LAP STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3, SEC. BURST PER FBCR 2017 (6TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f'm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: AN SIZE CONC. HOLE SIZE MIN. HOLE DEPTH 1 /211 3/4" 6" 5/8" 7/8" 79# 3/4" 1 8„ 7/8" 1 1 /8" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. ,W "" ^'" 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 110 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 PIREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP 11 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2' FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED.. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1 /8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD_OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES 51 ROOF EDGE -----------------I ROOF I I EDGE 2 I O1 1 2 0RIDGE I 1 0 I I I 2 2 (� I "'CAI QZONE 1-USE 8d RING SHANK NAILS 0 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS 0 6" O.C. 0 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON �v � 0 -�- FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION � 2-3-19 / Lo Lo rn o rn W � N U�rnti �65 2 CD J 'CAT �a XOQLL.00 N �_ O N_ 0-Jco J M O co N J o WILL CR 0z0<r.0 Ill,wF-Lu N O o c IZ W J W H PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 B 1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 6mO 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"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 LWI N 1 " 1" I a 311 eA 1 /4,. x STEEL PIPE �" TAPCON TYP.4 ix5xj" WELDED 'LAN GE BOLLARD DETAIL (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. 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) 1Od NAILS FELT OVER 7/16" OSB ROOF OVER GABLE END TRUSS 2x4 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' ,12 _ AT EA. END OF 2x4 ° 6 FIBERGLASS SHINGLES ° PRE—ENG'RED SEE VERT. STUD OVER 15# FELT ON TRUSSES NOTE #4 7/16" OSB (3) 10d NAILS NOTES: SEE 1. HURRICANE CONNECTORS REQ'D 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 ej 2X4'S @ 16" O.C. NOT BEAR ABOVE TRUSS :�• �� HAND FRAMED VALLEY DETAIL EMBEDMENT) SPACED 2'-0" 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 1 Z Z o�< (n 0 C- TOP OF LOWER < X:uj BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK 1 /2" EXT. GYP. BD. SIMPSON HUS24 © EACH JOIST/ LEDGER BD. CONN. TOP OF HIGHER BLOCK WALL II #5 BAR DOWEL II W/ STD. 90- HOOK I III CONC. BLOCK WALL I I WED-n flA i cn i C-n I I BLOCK WALL HEIGHT TRANSITION DETAIL O.S.B. THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK ( 2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSI( STRIP & ® JAMB HEAD LO (ONLY) 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 SPECIFICATIONS SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT. LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT —WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1 /4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE 1" 1'-0" 1'-0" 1" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-1904 o � W O N � J � O ti = LL N z W > � O N a Q J � O co _j m p � N J � mQU-rnU � W ZUUQtiU w��Z � O M it W J W PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET::::: i SHEET A 6ml PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET::::: i SHEET A 6ml FIN CORNER CORNER FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE FLASHIN TAPE WINDOW TOP NAILING SIDE CHECKRAIL FLASHING TAPE •—•—•— - WINDOW BOTTOM SILL FLA SIL------------ 1. CUT THE WATER RESITIVE BARRIER (1C) WATER RESISTIVE BARRIERI I * - 1ST CUT .I I I I I �TH CUT, 1 1 ! 3RD I I MAKE A 6" CUT UP 1 I I I FROM EACH TOP CUT i CORNER AT A 450 I I I I I ANGLE TO ALLOW THE I � 1 4501 , WATER BARRIER TO I I TYPI I BE LAPPED OVER THE I 1 , 1 FIN AT THE HEAD OF I I •_2ND,• , I THE WINDOW. I �- CUT -�y I 1 I-------------- 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1 E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (X- FROM EACH SIDE OF CORNER) (11F) 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 (1 G). 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. I �1ERIOR � t I 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 1 2 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS O2 1 SHOWN. ram, I NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I 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 [.1 pip cl� I EX�RIq� H� I � I I I I ol I I 1 I I I I I I I I I I I I I 3 1 I I I I I I 3 I I I I I I I I I I I I I ROOF SHEATHING 2x4 BLKG. ® 48" O.C. ALUMINUM DRIP EDGE AND FASCIA (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 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. PRE-ENG. TRUSSES AT 24' Q.C. / / (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2x4 45° CROSS BRACING / SHEATHING D.C. / TRUSSFASTEN WITH GABLE END TRUSS W/(2)16 d NAILS AT EA. 2)16 / / 8d NAILS AT 6' D.C. TRUSS WEB MEMBER / / / GABLE END TRUSS N❑TEI )K HOLD FACE OF GABLE END 2x4 TRUSS BOTTOM Ise\ TRUSS IN 3/4' BEYOND BLK. CHORD BLKG. AT \ \ FOR CEMENTITI❑US FINISH 4'-0' D.C. REFER TO \ \ FRMG. PLAN \ \ ilE HOLD FACE OF GABLE END \ \ TRUSS OUT 1/4' BEYOND BLK. \ \ FOR SIDING FINISH \ \ C2) 16d \ \ SIMPSON HETA20 AT EACH TRUSS COMMONS TOE \ VERT WEB MEMBER (24' O.C. MAX) NAILED EA. SIDE \ 16d COMMON NAILS AT 6' Q.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT CEMENTITIOUS FINISH 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. 2x6 P.T. PLATE VERT. #5 BAR AT EA. REINF. CONT. W/ 5/8' DIA. FILLED CELL PER FDN. PLAN ANCHOR BOLTS I@ 32' O.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' ❑.C, GABLE END SECTION X-X SCALES NTS MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 Lo Lo O CV O O co Co � U rnn J�rn mo- o = z L�. CV W > C)04 J O O LL J m O ti C V L) L) p z �w�c°oC7 If4 z0 ti Ix �Lu U)Z I- CY) d W J W H If n n /- % I r- n -r N SHEET A 6m2 m OPEN TO FAMILY RM. BEYOND mm :16-9 KITCHEN 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. FILLER �__ zn ; 0 I I LLI_I \ [A, V V tCtr r— WALL MTD. LT. W. C. FILLER 30" _ RAD. c) o' Q OPEN -cc I� TO i 0 H ALL °- 0 I- HALL ARCH BATH 2 KIT. AT RNG. CER. TILE CENTER ON WAL OPEN TO BEYOND nR SINK IfliTA KIT. AT SINK/DW WALL MTD. LT. MIRROR M.C. M.C. /// FILLER - ILL LAV LAV 00 00 VB 42 VB 42 M. BATH VANITY SOAP DISH ECESS TYP. SOAP DISH RECESS LOCATION 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE BARTOP DETAIL < 0 > I_ MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 to Lo o co W N % y Lu J � ti x Z - Q N wJ cil LL J m Q N do °°w�CC! < c'J U) Z IN 2 M [Z W J W H PROJECT NO. 17-015-063 DATE DRAWN 3-24-20 DRAWN BY MCA CAYMAN 1560 B 1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 7mO E MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL- LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34-953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE "2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) 7 f FL. LIC. AR0017305. i Lo r rn r O 0) Ui rz --j in c %� I c x .< -04 UJ > N z W � �-• r :Dz.J04 Q0ahU z0<r- wLij coF-,W i Q) z p cM ' . 0- ui I LU PROJECT NO. 17-015-120 " DATE DRAWN "` 2-13-19 DRAWN BY MCA CAYMAN1560 B1 LIVING 1560-SQFT GARAGE . 372� SQFT � LANAI 50 SQFT _ ENTRY 38 SQFT TOTAL 2020 SQFT . CUBIC VOLUME OF CONDITIONED SPACE 12,769.4 CUBIC FEET SHEET A r-_. 11,111 .................................... C Lf 221011 JAI ()II At 4a?1rroY1 ci c- NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplilft (> 1,000#) Horizontal (> 350#) HATCH LEGEND 8" COFFER 8' 0" A.F.F. F { 11' 4" A.F.F. Aanue Martin( Dig t4llYy signed by 11 MAL# 5EF6A5 FR3 18128C781052 R44EACE5 CA * Nth"fIE: ALL TRUSS TO WALL AND/OR TRUSS TU f LEDGER CONNECTIONS BY BUILDER = s L •10- a! M -O (UNLESS NOTED OTHERWISE) o N o a .-------- _..__.__.__.....------_._.—_.___.............. _........ * NOTE: ALL CEILING DROPS BELOW BEAM ARE C _' _ -'� _' " -- µ- •3 0 BY BUILDER (UNLESS NOTED OTHERWISE) .n � o " d 47 L � 3 •.- * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW .Oj TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN w g s a 4i O a OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.4E REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS �� �'y o FOR GRAVITY AND UPLIFT LOADS. •o o .__ n ►- a, o FOR BRACING & ERECTION DETAILS REFER Z " TO BCSI-03 AND/OR ENGINEER OF RECORD G " t -EC N v -o m a7 1-- y 47 i �� •N a Q O a M C C p REPRESENTS THE LEFT SIDE OF m -CIO a Q7 •� L a Q a p Ill.- _ CZ EACH TRUSS DRAWING _' O C 0. N 4i O ^ L W F- ( NOTE: REFER TO USP CONNECTOR CATALOG79 4i FOR INSTALLATION DETAILS) -- a s s a _, f� � = L v JUS24U THD46 -a C •� a ram" o - © JUS26 ® SH422 ® - - " a� O THD26 ® MU26 t 12,THD28 ®- - - OT - - •N C A o %- V " =-a0 ® THD26-2 ®--- ®_-- ® THD28-2 is C -O y O T C C ►. pp a L •p 0. 4i u ,� •_ OHB HANGER BY BUILDER BBB BEAM BY BUILDER o +- �i 4 -o y o } o C 4) LSTA 12 @ TC BC * NOTE: LSTA STRAP INDICATED TO BE USED IN v-_ to 4i .'� " i p •O! _� o Zt LSTA 12 @ TC CONCORDANCE WITH COR ER ET DETAIL M o a rn % o, a d ® LSTA 12 @ BC C 'a o 7 > _o - a -p o E' n c d M LOADING ROOF FLOOR WIND LOAD _ -a LIVE LOAD 20 - ASCE 7-10 a pp •" 4- 00 ~ c=� DEAD LOAD 10 - 160 MPH EXP B I_ 4 0 LIVE LOAD 10* - CATEGORY 11 o m 0 0 c� DEAD LOAD 7 - ENCLOSED Co °° a CS 1•- -o TOTAL LOAD 37 - FBC - 2017 N L p� •� � Qf i E O DURATION FACTOR 1.25 - TPI - 2014 " °° - -a •a.- L a V _O _Q. " L REV DATE BY REMARKS T �" o '� _ o =, CD .a ` C `�- 47 " •i 41 1 09/ 16/ 19 RH ADDED T07 AT FRONT ENTRY of O cm co C M- a7 3 a "a C� _a o_ Cr C •O -S7 a N CT1 i i a 3 4i N � •� 4i a7 i �-=,Pd�� O V G •�•- " -O 47 If ;� C � =• ..0 3 y � W O > a7 •" 'C '3 C 4i It is understood that above conditions have been reviewed ❑ APPROVED � •!- � = O L L C N & are acceptable for the c a m fabrication at trusses, ❑ APPROVED AS NOTED _ .o s ^ elevations, pitches, overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT elevations/pitches, bearing ❑ REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written DATE= = a a a C �_ approval from an A-1 Roof Trusses representative. REVIEWED BY " G F_ •� 'o o a m -a C 47 � PLAN DATE ARCH: / /-- STRUCT: / /— 4 3 v O a7 CUSTOMER RENAR HOMES =' C L -O O •" " = % Q w = p i rn G as i L �n CD JOB NAME CAYMEN 1560 ELEV B1 _� a BE " m N� OPTION(S) ..O- O COMNTY .=HMa�,� MORNINGSIDE \ lot 63 e d = / LOT # O C C 4i 4i i C. C •C p 4) " CITY FORT PIERCE O C O �•' d 4! C C O a O Of Qf % V " COUNTY ST LUCIE, FL BLDG GARAGE BLDG _ y "_ TYPE # -a " F-- 3 a+ a' RIGHT � c D " y C 4i � O 4i 80356 JOB MASTER WRSCM1560BIL .a V o � � C DRAWN SCALE o 3 a- Z a -a DATE 0/20/019 B N.T.S. % Y C 4a � w-• a+ •o �- a o m o a c_o E ~ d c '- .......................................................................................................... ........._......._.........................._..................._...................................... .. O o •a7 C p 0.�` Z V O y = -5 v o m -L H Q a O •� C •i as _> a Ad #--TRUSSES »- A FLORIDA CORPORATION cL Ph 772-409-1010 / Fax 772-409-1015 a _ N aa'+ � http://Www. a I truss. com .__ a 4 s