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HomeMy WebLinkAbout17-015-070 Held - 24x36 - 1-14-21 - Elec. Signed and Sealed Plans PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 PLAN REVIEW REVISIONS OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN ID APPROVAL PRESSURES HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER-CLASSIC THERMA-TRU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL15225.5 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. MASTER PLAN REVISION 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 10-2-20 ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) I� 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) �, W O C ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Z:� 2� Crj 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) q "x8"x4" THICK SEVES GLASS BLOCK, INC. IMPACT GLASS PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEAD NOA 18-0725.05 +/- 75.0 PSF (MIN) q ~' 0 GLASS BLOCK 8 AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENT ALL ANCHORS ARE 3/16 DIA. TAPCONS (1-1/4 MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 55.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND �I 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 1 ROW AT THE OVERLAPS FASTENED 6" O.C. O N GALV. ROOFING NAILS, 11 OR 12 GA.,WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO TAMCO BUILDING ENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"ABOVE BUTT ASPHALT SHINGLES HERITAGE « » DGE,APPROX. 1" &13-1/2" FROM EACH END&1/2"ABOVE EACH CUTOUT. FL18355.1 PRODUCTS, INC. 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) LO LO LL ANCHORS ARE 1/4" DIA.TAPCONS(1-1/4" MIN. EMBEDMENT) 8 GAUGE GALV. EASTERN METAL SUPPLY PACING OF ANCHORS PER MANUFACTURER'S SPAN CHART FL 22270.1 PER MANUF. o rn HURRICANE SHUTTERS « >> co TEEL STORM Lli SPAN CHARTS �..� � J ~ rn ANELS ~ J x co Q 0 (/j - Q U_ 00 CN 0 N_ TABLE R301.2(1) LL C) J C) (.0CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA J m O 00 N GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN 5 z LL_ C�1 SNOW d DESIGN b DESIGN UNDERLAYMENT HAZARDS' FREEZING ANNUAL I have reviewed the above product approval COMPONENTS AND CLADDING WIND PRESSURES PER °° Q M C)PROJECT & CODE DATA 2020 FLORIDA BUILDING CODE Q v 0r N v Speed Topographic Weathering' Frost line Termite e LOAD (mph) effectsk (NA) CATEGORY depth TEMP REQUIRED INDEX TEMP information and approved it. N/A See Fig.R301.2(4) N/A Negligible N/A Very N/A N/A N/A z O Q [� Heavy Name: � � � L1J ForSl: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. USING INTERIOR ZONE COEFFICIENTS � CO z Signature: *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (6TH EDITION) AREA OF OPENINGS DESIGN ti 0 a. Weathering is"neglible"for concrete as determined from the Weathering Probability Map[FigureR301.2(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. (SQ. FT.) PRESSURE 0- b. Reserved. LLI C. Termite infestation per Figure R301.2(6)is"very heavy." Certification Number: TYPE OF CONSTRUCTION: CBS X FRAME J 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 0 to 19.9 27.6 PSF / -30.0 PSF w with Seheout3o1.2.esig ry p p pp g BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ~e. The outdone desi n d bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code, Date: 2O TO 49.9 p Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. 26.4 PSF / -28.7 PSF 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 ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH 50 TO 99.9 24.8 PSF / -27.1 PSF 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. 1 OO TO 499.9 23.5 PSF / -25.8 PSF h. Reserved. NOMINAL DESIGN WIND SPEED: 124 MPH i. Reserved. 500 AND ABOVE j. Reserved. 20.6 PSF / -22.9 PSF PROJECT k. Reserved. DRAWING INDEX BUILDING CATEGORY: II USING END ZONE COEFFICIENTS NO. 17-015-070 NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES EXPOSURE: B WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS CVR INDEX / PROJECT INFORMATION AREA OF OPENINGS DESIGN DATE DRAWN 12-14-20 THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (SQ. FT.) PRESSURE DRAWN BY MCA A-1.0 FOUNDATION PLAN SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. IMPORTANCE FACTOR: 1 0 to 19.9 27.6 PSF / -37.0 PSF CAYMAN 1560 B1 A-2.0 FLOOR PLAN MEAN BUILDING HEIGHT: 15' 20 TO 49.9 26.4 PSF / -34.5 PSF NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE A-3.0 BUILDING ELEVATIONS 50 TO 99.9 24.8 PSF / -31.2 PSF LIVING 1560 SQFT REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE OVERHANG: 1.33 FT ROOF PITCH: 6 /12 A-4.0 ROOF / FRAMING PLAN 100 TO 499.9 23.5 PSF / -28.7 PSF FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPONENTS AND CLADDING WIND PRESSURES: 500 AND ABOVE 20.6 PSF / -22.9 PSF GARAGE 372 SQFT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 A-5.0 ELECTRICAL PLAN AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) LANAI 144 SQFT THAN 450. A-6.0 WALL SECTIONS / NOTES SHUTTERS: YES X NO ENTRY 86 SQFT A-6.1 WALL SECTIONS / NOTES ATTIC VENTILATION CALCULATION: IMPACT RESISTANT ASSEMBLY: YES NO X VENTILATION REQUIRED: A-6.2 WALL SECTIONS / NOTES TOTAL 2162 SQFT ATTIC AREA = 2,353.3 SQ. FT. ROOF LOAD: VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. A-7.0 INTERIOR ELEVATIONS PARAMETERS: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF CUBIC VOLUME OF LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8" WIDE SOFFIT = 49.0' A-8.0 MICHAEL C. ANDERSON CONDITIONED SPACE - SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT. HVAC PLAN BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. Digitally12,480 CUBIC FEET VENTILATION PROVIDED: (NON-CONCURRENT) Micha 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. signed by CONCLUSI VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE el Michael SHEET Anderson Anders MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: FL. LIC. AR0017305 2021 .01 .15 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 CVR (772)418-2118 on 11 :47:57 PLANS DESIGNED TO MEET THE REQUIREMENTS OF -05t00t THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 U) 6x6 - 1Ox10 WWF CONC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB OR FIBER MESH Q CONC. 8„ � SLAB � PLAN REVIEW REVISIONS VARIES • 0 GRADE _I 2_#5 2_ I 2-#S "1 BARS BA S 'f BAR 8" 8"1'-4" 2 -0" 1'-4" A DETAIL B DETAIL C DETAIL 1 1 1 MASTER PLAN REVISION 10-2-20 6x6 - 1Ox10 WWF CONC. w OR FIBER MESH SLAB Q CONC. 1'_0» SLOPE � SLAB ­47 ___ __ • �--b GRADE GRADE 2-#5 1 12"(MIN) 2-# BARS - BELOW BARS 16'-0" 22'-0" -4" rTl F O' 8"1' 1'-4„ �I 36"X36'X16" DEEP , „ , » D DETAIL F DETAIL O C 1'-0" CONC. FTG. W/ (3) #5 1 -0 3 -10 6 -8 3 -10 6 -8 EACH WAY EF D C F q q ■ ■ ■ ■ ■ ■ ■ ■ CONC. 1-#5 1-#5 ~y ■ - - - - - - - - - - - - - SLAB BAR SOAK• BAR \ 0 _ - - - - - - - - - - - - - - - - - � O I L J G 00 F 0 00 • � O rN I ^� 1 w I A 4„ „ - 8„ w 8 rG 1 0 I 1 I HB I O n 1 � I 00 O � w DETAIL H DETAIL co A �I 1 3'-8„ 8,-8" I 100 LO F I I I I ■ 5 1/2" (FRAME ■ ■ ■ ■ I in 7 5/8 (BLOCK w !� w ^� — — — J I CONC. CONC. 2-#5 CONC. O O' 00 r — — — — — — — — — I SLAB SLAB BAR SLAB > C� RECESS SLAB J I - I FOR S.G.D. 1 ■ 1 1 I i 2-#5 O 1 I I 8' 1'-4" BARS 1''-44„ 8>, 0 1 3'-1 lb" 4 1 I I LAV 7 5/8" J DETAIL - S.G.D. K DETAIL H1 DETAIL ■ I oLn f � � ■ 1 1 1 1 00 CONC. LO LAV CONC. 8 VARIES 8' N SHOWER SLAB SLAB CONC. \ RECESS 0 3 1 2" I I SLAB _ AT WALL rn I 10'-10 5/8" / > >> °' = ---- ---- "' (N i 1 0 — O I I ■ --- ---- GRADE ]CO _o rn 4 SHOWER ----- 0 4 RECESS 8 W N 0 2_# REFERENCE ® WC M 1 BARS w J x ■ I SINK W/ I I 1,_4» G1 DETAIL Q DISP. FINISH FLOOR - - - L DETAIL M DETAIL ° QU co 1 SHWR. I ■ 1 W N 11 -7 5/8 1 - 1 1 FLOOR 0 � COQ � N ' " 00 A I o OUTLET RECESS SLAB i� m Q LL rn 0 0 3 1/2 FOR I PIPE SLEEVE (DIA. uJ F 1 SHOWER 1 ■ 0 LARGER THAN PIPING Q UQ� N U THRU FTG. I Z O Q ti LL 4" 2500 PSI CONC. SLAB W/ 1 i� ) IiI2 V.T.R. LLJLLJ w FIBER MESH, ON 6 MIL. POLY 1 00 `n 3" MIN. I JI U) Z ■ VAPOR BARRIER OVER TERMITE I FTG. PER j JII 3" V.T.R. 1 O 14'-8 1/8" - TREATED COMPACTED CLEAN I ' DEPTH 1 I ti _ �I\ I N FILL COMPACTED TO A MINIMUM 3" MIN. „ DETAIL I I c� a \ I 3 MIN. _ I I W DENSITY OF 95% AS ■ — —C I I J ao 0 o DETERMINED BY ASTM D-1557 NOTE: ALL FOOTINGS DESIGNED FOR �� FOOTING 8c I I \� � 2" I 00 W' H1 I 2,500 PSF SOIL BEARING CAPACITY REBAR 1 2' I SINK II[2' V.T.R. TRANSITION LAV I 1 1 INDICATES C.M.U. CELL FILLED 1 2 I W/ CONCRETE AND (1) #5 VERT. A I �o PIPE THRU I LAV REBAR CONT. FROM FOOTING TO 1 I PF FTG. DETAIL � ��/ ' PROJECT ■ - - - - - - - - - - — TIE BEAM (TYPICAL) I \ 3" 2 WH I TUB/SHWR ■ i 3„ WASHER NO. 17-015-070 W.C. '-11 7/8" I H1 ® WC DATE DRAWN 12-14-20 , CON A/C 3CPAD I I 1 1 LAV SHWR. 3 3" V.T.R. �i DRAWN BY MCA r — — — — — — —� i I CAYMAN 1560 B 1 1 — — DIAGONAL i 1 COND ' I I 1 DISTANCE 1 2„I I CLEAN LIVING w 1560 SQFT 2'-6" 2'-10" I 0 I LA�✓ w I o I DIMENSION FROM 1 OUT GARAGE 372 SQFT o I J -10 5/F INSIDE CORNER 1 3 1 3„ 1 1 1 OF FORMBOARDS i W.C. 3 MAIN LANAI 144 SQFT I rD M 1 \ A � 1 1 � 1 7 99 � TO SEWER 1 AC = 6 9 - 1 2" OR SEPTIC TANK 1 I N I I 1 — TUB/ ENTRY 86 SQFT 1 I AD = 59 10 sHwR. SCHEMATIC PLUMBING RISER r I BE = 6 8' — 6 TOTAL 2162 SQFT ■ I 1 00 1 5'-2" 5'-9" I 9� I I H B 00 I BF — — HB I I IC VOLUME OF ; I A I DIMENSIONS ARE MICHAEL C. ANDERSON CONCUBIDITIONED SPACE _ SLOPE DOWN 1 F 1 — I 1 1 o ROUNDED TO THE 12,480 CUBIC FEET 0 \m AT GAR. DOOR — — — — — M I C e D 1 I — �' CLOSEST INCH Digitally signed - - - - - - � 9 Y g ■ ■ ■ ■ I by Michael SHEET G 00 ■ ■ °O B Anderson A 1 4 -4„ FOUNDATION PLAN Date: 1'-4" 1'_4°° MICHAEL C. ANDERSON, ARCHITECT OF RECORD Anders 2021.01.15 20" 16'-0" 20 FL. LIC. AR0017305A 1m0 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 11:48:16 -05'00' 19'-4" C-4" 12'-4" (772)418-2118 on 38'-0" PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 16'-0" 22'-0" DOOR SCHEDULE 1'-4" 10'-6" O C ~ 1'-4" 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS Q C.B. COLS.- +6'-8" g +6'-8" g 1 3068 W/ 64"X7"X2 ' .19 .05 1 EXT. DOOR I 1 17 "I TOP + 6'-8" A.F.F. HDR. HT. O HDR. HT. O qC� SIDE LIGHTS 6.2 S.F. MUNTINS IN SDLTS. r, r ` ■ ■ ■ ■ ■ ■ ■ ■ 2 8068 S.G.D. 53 3 S.F. 58 .25 1 EXT. DOOR I� \ P.C. HDR. ABV.- EGRESS R/S BOT. + 6'-8" A.F.F. — — — — GARAGE DOOR W/ _ _ 8'-0" CLG. I 00 3 2868 SOLID CORE 1 SELF CLOSING M�M N — — — 8'-8" CLG. © I Ln DEVICE COVERED PATIO 15 -0 5 -8 3/4 � o 8' CLG. ■ 2,-0"I I 8' CLG. HB 4 2868 6 INT. DOOR I 4,-0" 8,-0„ TYP. I R/S 5 2068 POCKET 1 INT. DOOR I I R/S 0 O I N I - - - ■ 1 6 2068 1 INT. DOOR ■ ■ ■ ■ MASTTER BEDROOM I 6 \`I 0 COFFER I O 8' CLG. I N 7 1668 1 INT. DOOR 0) 0 15'-9 1/4" L - - - - - - - - J I " 8 4068 BIPASS 2 INT. DOOR �I I R/S 0 ■ DINING ROOM N VAULTED CLG. " M.C. 10 = \ 9 2068 BIFOLD � 1 INT. DOOR OB I r I 8' CLG. 7 Ln 0 cv �• N 0 ■ N 10 2868 POCKET 2 INT. DOOR I HDR HT. ■ 10'-3" 15'-2 /4" \ +6'-8" 00 HDR. HT. 11 16070 OVHD. DOOR 1 GARAGE DOOR I 5'-2 RAISED 0• O N LO BARTOP 2 -6 rn GREAIT ROOM PROVIDE ■ i' WINDOW SCHEDULE DOUBLE o . SHOWER CATHEbRAL c0 RAISEDHEADS - CO ARTOP I 0-01 �o�a IONs 3'-5°' 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS J � m' x ■ SINK W/ II " Q w J � O DISP. I I I - A 35 SH 52.125"X62" 55 .22 1 MUNTINS ° Q 00 ■ 22.4 S.F. _ p p c� 0 EIJII I - Lu N KITCHEN I I can B B 25 SH 36"X62" 49 .24 4 LL p J Of C) N II 0 VAULTED CLG. o I I I I w 15.5 S.F. J CO Q N J � pzILNU II I 0 +6'-8" � w (0 I I I N L' - 4'W. X 3'-4"H. 48"X40" H u " HDR. HT. 0 0 DEFAULT DEFAULT 1 U � C� U C14 ■ I GLASS BLOCK 13.3 S.F. z O Q BEDROOM #3— Ln 25.5"X37.375" W W H W 10'-0 1/2"ILI j I 15'-8 /4" D 1/2 33 SH .54 .25 1 OBSC. TEMPERED E U) Z VAULTED CLG. 6.6 S.F. O 0 "I 5 „ ,> ti 2 64"W.x36 H. 63.0 X35 X60.0 RX27 LEG ce) a 4°_4°� I ■ E EYEBROW (28" LEGS) 14.4 S.F. 56 .25 1 15 LITE W 00 8' CLG. I 7'-4 1/2" SHELF AW 5 SH. I 00 ABV. I 7'-g„ 8' CLG. " 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY / _0 WITH FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY DRYER) ■ M.T. AC N I R/S N EGRESS REQUIREMENTS. PROJECT V.T.W. 0 0 o 3 WH 18'-3 1/2" ' 7'-1 3/4" � 3'-7 1/2" ® 7 CLG. I ■ O x NOTES: NO. 17-015-070 +6 80 VAULTED CLG. HDR. I _ 1. WOOD STUD SPACING: (UNLESS DATE DRAWN 12-14-20 IUz z 2'-8" HT' 0N OTHERWISE NOTED ON PLANS) DRAWN BY MCA Qwo -EXTERIOR FRAME WALLS AT 16" O.C. O _ -INTERIOR FRAME BRG. WALLS AT 16 O.C. CAYMAN 1560 B1 M.T. N -INTERIOR FRAME NON-BRG. WALLS AC ■ 22"x54" i ■ ■ O ,n — —R/S— o AT 24" O.C. LIVING 1560 SQFT COND x - I -KITCHEN CABINET WALLS AT 16" O.C. ATTIC ACCESS 0 N r) 2. FRAME WALLS ARE DRAWN 3 1 2" WIDE HDR. HT. O r- 10 -4 ® ® UNLESS OTHERWISE NOTED / GARAGE 372 SQFT GARAGE I ABV. 0 3. CONC. BLOCK WALLS ARE DRAWN LANAI 144 SQFT 8 CLG. N 7 5/8" WIDE UNLESS OTHERWISE NOTED o_ +11'-4" ■ I 4. TOOL CONC. BLOCK JOINTS INSIDE ENTRY 86 SQFT CLG. HT. GARAGE WALLS (BRUSH & CLEAN) 01 5. DOOR & WINDOW ROUGH OPENINGS TOTAL 2162 SQFT SHALL BE PROVIDED BY BUILDER 8"W. ARCH ABV. BEDROOM #2 Hg 6. TOP OF TYP. BEARING WALL +8'-0" CUBIC VOLUME OF HB — SEE ELEV. 8 CLG. " UNLESS OTHERWISE NOTED MICHAEL C. ANDERSON CONDITIONED SPACE _ 12,480 CUBIC FEET 0 „ I 7. HEIGHTS ARE MEASURED ABOVE ichae +6 -8 in TOP OF FOYER SLAB EGRESS (DHDR. HT.11 u 0Digitally sig e w ■ ■ ■ ■ 8. SEE STRUCTURAL NOTES FOR ■ ■ ■ ■ o ■ FLAT ARCH ■ 00 ADDITIONAL INFORMATION by Michael SHEET w SOFFIT ABV. 4,_4„ Anderson N 1'-4" 1°_4°° FLOOR PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: 20" 16'-0" 20" 1/4" - 1'-0" FL. LIC. AR0017305 n d e rs 2021 .01 .15 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 A 2mO 19'-4" C-4" 12'-4" (772)418-2118Ile 11 :48:27 -05 38'-0" PLANS DESIGNED TO MEET THE REQUIREMENTS OF n THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 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" & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 18.94" O.C. MAX. O Q OoQ DRYWALL BOARD CEMENTITIOUS FINISH DOOR TRIM PERIMETER CAULKING PLAN REVIEW REVISIONS 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" & 6" FROM MULLION. JAMBS: #10 X 2-1/2" PFH WOOD SCREWS SPACED 4" FROM CORNERS, 18.94" O.C. MAX. 12 HEAD/JAMB DETAIL (2X BUCK) 61 EXT DOOR MASTER PLAN REVISION 10-2-20 3/4"x 4-1/2"P.T BUCK SET IN DOOR THRESHOLD SETIN BEAD OF CAULK AND CONC. OR MASONRY SEALANT AND SECURED W/ FASTENED TO SILL WITH 1/4" DIA. X 2-1/4" TAPCONS O CASE HARD NAILS 012" O.C. (MAX) SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION — — — — — — — — — — — — — — p — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ TOP OF BLK. +8'-0" A.F.F. PERIMETER CAULKING FLOOR COVERING DRYWALL BOARD o O [0.P CEMENTITIOUS FINISH DOOR TRIM o 0 0 'O o 0 0 I ^ -PERIMETER CAULKING Qpo o. O. "O DOOR TRIM ATTACH DOOR FRAME TO BLOCK WITH: 00 CEMENTITIOUS COATING �I HEAD: 1/4" X 3-3/4" TAPCONS SPACED 4" 1 p FROM CORNERS, 3" & 6" FROM MULLION. PERIMETER CAULKING 10 p ON BLOCK O JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 4" CONCRETE SLAB = r, 2� CYD FROM CORNERS, 18.94" O.C. MAX. ^y lz I TOP of SLAB HEAD/JAMB DETAIL C1X BUCK) SILL DETAIL — — — — — — — — — — — — — — — — — (� q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +0'-0" A.F.F. EXT DOOR EXT DOOR (REF. ELEV.) \ Q4 24 12 LEFT SIDE ELEVATION o 61 1/4" = 1'-0" ^4 CEMENTITIOUS COATING STUCCO FINISH ON LATH PERIMETER CAULKING CONC. OR MASONRY in 1'_Ott rTl A A C 1 x P.T. BUCK SET IN _ - - - - - - - - - O - - - - - - - - O - - - - - - - -0 - - - - - - - TOP OF BILK. SEALANT AND NAILED \ +8'-0" A.F.F. W/1-1/2" CASE HARDENED 11 -7 5/8 W d. COIL NAILS AT 24" 0/C. 00 �I Jlit MAX. DOOR FRAME 1'-2 7/8 0 FASTEN TO SILL W/ CEMENTITIOUS COATING 16 x 1" SCREWS rn -I C° ON BLOCK DRYWALL 41 ® 2'-0" 0/C N BO 8" 00 _ �FLOOR COVERING _ Q DOOR FRAME � �p FASTEN THRU BUCK W/ o. = W/ 3-1/4" x 1/4" (MIN) �do 00 TAPCONS AT 24" 0/C. MAX IN PREDRILLED HOLES 4 I TOP OF SLAB BY MANUFACTURER GROUT BED - - - - - - - - - - - - - - - - - - - - - — - - CONCRETE SLAB 1'-2 7/8" +0'-0" A.F.F. T 9'_4" (REF. ELEV.) JAMB/HEAD DETAIL SILL DETAIL (SGD) (SGD) O �, REAR ELEVATION OVERHANG SEPARATIONS 0) 1/4" = 1'-0" 1/4" = 1'-0" C:) W N U 05 ti H 2 J CO M Q co 10 OR 1x4 P.T. BUCK SET IN x _ Q z — SEALANT AND NAILED ALUMINUM FRAME o Q Q W N W/1-1/2" CASE HARDENED FASTEN THRU BUCK W/ W � C:)J m Q pN COIL NAILS AT 12" 0/C. 3/13 1/4" TAPCON � MAX. C) J ip fi x SCREWS 0/C J ti MAX. IN PRED PREDRILLED ALUMINUM FRAME m W L Fz co C) CONC. OR MASONRY HOLES BY MANUFACTURER `SECURE FRAME TO SILL . PERIMETER CAULKING WITH SILICONE CEMENT171OUS FINISH CAULKING 1 2 Q U N U CONC. OR MASONRY 16 Z 0 Z) ti DRYWALL BOARD 1x3 OR 1x4 P.T. BUCK SET IN . W CAULKING SEALANT AND NAILED Oo0°°o(� Oo R (n � W C0 Z r. ALUMINUM FRAME W/1-1/2" CASE HARDENED ° .bO COIL NAILS AT 12" 0/C. LO O FASTEN THRU BUCK W/ 3/1670 1/4" TAPCON MAX. PRECAST OR POURED O O O TOP OF BLK. cY W SCREWS 0 24" 0/C SILL MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING +8'—O" A.F.F. W PERIMETER CAULKING DRYWALL BOARD CEMENTITIOUS FINISH CAULKING HEAD DETAIL JAMB DETAIL SILL DETAIL WIND❑W WIND❑W WIND❑W = CEMENTITIOUS COATING 00 I o ON BLOCK PROJECT NO. 17-015-070 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF SLAB DATE DRAWN 12-14-20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - +0'-0" A.F.F. RIDGE HEIGHT (REF. ELEV.) DRAWN BY MCA +17'-10" A.F.F. 6" SQ. RAISED RIGHT SIDE ELEVATION CAYMAN 1560 B1 12 BLOCKS SPACE BTWN) CEMENTITIOUS COATING 6 1/4" = 1'-0" NOTES: � " ON LATH TOP OF ARCH LIVING 1560 SQFT +10'-10" A.F.F. 1. WALL FENESTRATION PER FBCR 2020 703.4 OOO GARAGE 372 SQFT 6'-2 ATTACHMENT PER MFRS. 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, RAID. ENTRY TRUSS BRG� RECOMMENDATIONS FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF LANAI 144 SQFT OVERHANG16" — — — — -FeYP — — — — — — — — — — — PRE-ENGINEERED ROOFING CEMENT. TYPICAL UNLESS OB WDW. HDR. HT. +11 -4 A.F.F. ROOF TRUSS i OTHERWISE NOTED 6"W. RAISED TRIM / +10'-4" A.F.F. (PROJ. 3/4") L� 1X2 NAILED TO TRUSS TAILS 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X ENTRY 86 SQFT w/ (2)-8d NAILS BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED TOP OF BLK. _ A TOP OF BLOCK Lir"� BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. - - - - - - - - - - - - - - - - - - - - - - - - - ,I FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW TOTAL 2162SQFT +8'-0" A.F.F. +8'-0" A.F.F. CONCRETE "U" BLOCK WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). co TIE-BEAM TOP COURSE ALIGN TOP OF --------- �_ CUBIC VOLUME OF TRIM W/ GARAGE co ® ® 00 CO WALL PROJECTION AT MICHAEL C. ANDERSON CONDITIONED SPACE _ DOOR HEADER _ � HORIZ. 2X2 NAILED TO HALL BATH BEYOND VERT. 1X2'S W/ 12d X 12,480 CUBIC FEET 3-1/4" NAIL ATTACHMENT PER MFRS. DI (tall signed ALIGN TOP OF BAND W CEMENTITIOUS ON BLOCK RECOMMENDATIONS ichael y y g BR. 3 WINDOW SILL HT. SEE PL N b Michael SHEET STAPLES @8" O.C. PER MFRS. n d e rS Anderson TOP OF SLAB RECOMMENDATIONS Date: +0'-0" A.F.F� MICHAEL C. ANDERSON, ARCHITECT OF RECORD 2021.01 .15 (REF. ELEV.) CONTINUOUS VENTED SOFFIT FL. LIC. AR0017305 nA 3mO RETURN BAND 24" 4"W. RAISED BAND (PROJ. SOFFIT DETAIL 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 11:48:42 -05'00' ALONG SIDE WALL(S) 1-1/2") ALIGN TOP W/ (772)418-2118 WINDOW SILL N.T.S. PLANS DESIGNED TO MEET THE REQUIREMENTS OF FRONT ELEVATION THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 1/4" = 1'-0" PRECAST HEADER SCHEDULE PLAN REVIEW REVISIONS ANCHOR SCHEDULE B-x (SIMPSON STRONG-TIE PRODUCTS MODEL NUMBER) LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN B-1 208" 81`16-113/1T 950 PLF 404 PLF SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) B-2 70" 8F8-1B/1T 1459 PLF 1272 PLF MASTER PLAN REVISION SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 B-3 42 8F8-1 B/1 T 3166 PLF 2165 PLF 10-2-20 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) 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 8F16-1 B/1 T 5365 PLF 2290 PLF B-9 112" 8F16-1 B/1 T 1843 PLF 1133 PLF B-10 B-5 B-5 p 1 Qj B-10 208" 8F16-1 B/2T 950 PLF 500 PLF C/) o � B-9 I I I I FLAT CLG. ;w •.i ,.. O �' r, COF ER (2) HETA20 CLG (2) HETA20 • • (� 8F8-1B 8F16-1B #5 REBAR AT TOP B- (2) HETA20 I I TYPE DESIGNATI❑N MIN. (1) REQ'D \ •°' 1-1/2' CLEAR F = FILLED WITH GROUT / U = UNFILLED a = =, .: .LD `I 8' FLAT OH QUANTITY OF #5 REBAR AT u _ C.M.U. 0 L — — — — — — J CLG. �BOTTOM OF LINTEL CAVITY a 8F16 - 1B / 1T ' ` —GROUT � z } #5 REBAR AT BOTTOM 0 N❑MINAL WIDTH LQUANTITY ❑F #5 OF LINTEL CAVITY B-5 I I I N❑MINAL HEIGHT REBAR AT TOP 7-5/8'ACTUA 8' NOMINAL WIDTH 8' FLAT CLG. LO rn N O 0') 1'-4" W N OH U � rn � w J X VAULTED ° Q u CLG. FRAMING NOTES. W o N Z J Of CO CO � mp00N B-5 _ 1. DESIGN LOADS: J � WIND: 160 M.P.H. AT 3 SECOND BURST m Q LL � (� ROOF: 37 PSF (20 L.L./17 D.L.) LLJ U � c0 U 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. Z O Q WITH 2 EA. 16d TOE NAILED EACH SIDE VAULTED (DIAPHRAM AREA) E U Z CLG. 3. AT BLOCK/STRUCTURAL FRAME WALL (N =O CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ce) W ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. © 24" W CATHEDRAL OL . .C. VERT ® (2)2x4 P.T. VERT. I j H 8' FLAT 4. SEE FRAMING PLAN FOR PRECAST LINTELS CLG. TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS PROJECT Li Y BRACING REQUIRED WILL BE DETERMINED TRUSS DIAGRAMS.ENGINEER N N ER ON SIGNED AND SEALED NO. 17-015-070 8' FLAT VAULTED 8' FLAT I B-3 DATE DRAWN 12-14-20 CLG. CLG. CLG. I 6. ALL HEIGHTS NOTED ON PLANS ARE DRAWN BY MCA MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") ( 2x6 HDR. CAYMAN 1560 B1 „ ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. OH 22"x54" I� x 1 off LIVING 1560 SQFT ATTIC ACCESS -__ 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. GARAGE 372 SQFT 2X4 ©16"O.C. 8' FLAT KNEEWALL TOP @ CLG. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE 11 -4 A.F.F. IN LANAI 144 SQFT ENTRY 86 SQFT (2) HETA20 TRUSS GIRDER (2) HETA20 TOTAL 2162 SQFT II CUBIC VOLUME OF 16 6 ' 16't 1 MICHAEL C. ANDERSON CONDITIONED SPACE _ o.H. — o. Digitally 12,480 CUBIC FEET oN - - Michael signed by Michael SHEET Anders Anderson FRAMING PLAN Date: 20= 116 �I MICHAEL C. ANDERSON, ARCHITECT OF RECORD B-1 BOT. +6HD8" B-2 � 1/4" = 1'-0" 1020 SW PROVINCETOWN IC. o017305 on 2021 .01 .15 2x4 "X" BRACING TYP. LANE PORT ST. LUCIE, FL 34953 11 :48:53 -05'00' A 4mO AFF (772)418-2118 2x4 BOTTOM CHORD EE PLANS DESIGNED TO MEET THE REQUIREMENTS OF BLOCKING TYP.-S NOTE EE THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS LEGEND SURFACE MTD. CEILING FIXTURE 4- PENDANT FIXTURE -� MASTER PLAN REVISION RECESSED LIGHT 3 #1 CU TH H N OR I> WALL MTD. BRACKET @ 72' A.F.F. 10-2-20 AL. EQUIVALENT FLUORESCENT FIXTURE 2" CONDUIT WALL MTD. VANITY LIGHT 150 ® EXHAUST FAN ELECTRICAL LOAD CALCULATION 30 CKT r ~ 1560 S.F. AT 3 VA 4,7 kVA PANEL -0EXHAUST FAN W/ LIGHT ^� 2 SMALL LAUNDRY CIRCUI ANCE CIRCUITS 1500 VA EACH .0 kVA METER kVA V EXTERIOR FLOODLIGHTS O � 1.5 RANGE 12,0 kVA 150 1 WATER HEATER 3,0 kVA M . B CEILING PADDLE FAN DISHWASHER 1.5 kVA (PREWIRE OR W/ LIGHT AS NOTED) I 1 Q DISP❑SAL 1.5 kVA rr,, �T� ^ q DRYER 5,0 kVA WALL MTD. SMOKE DETECTOR q ITI \ - - - - SUBTOTAL 32,2 kVA O CEILING MTD. SMOKE DETECTOR lyl FIRST 10 kVA AT 100% 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. — — — — — — — — — — I REMAINDER AT 40% 8.9 kVA O CEILING MTD, CARBON MONOXIDE DETECTOR TOTAL OF OTHER LOAD 18.9 kVA I I 10 kVA OF AC AT 40% 4.00 kVA CHIMES PREWIRE I I TOTAL 22.9 kVA -0 CHIMES PUSH BUTTON NO. 4 CU. WIRE / I 22,900 VA DIVIDED BY 240 V 95.4 A TO UFER GRND. t TELEPHONE JACK WP POOL SUB PANEL I / 30.0 A GFI TOTAL 125,4 A v 1 TV CABLE TELEVISION JACK I I i USE 15 0 AMP SERVICE 110 V, DUPLEX RECEPTACLE S.D. Q 0) � I � ' L — — — - SCHEMATIC ELECTRICAL RISER 1/2 SWITCHED 110 V, DUPLEX RECEPTACLE TV ( BACK TO BACK SERVICE) 110 V. GFI DUPLEX RECEPTACLE O 220 V. RECEPTACLE O ®S.D. C DEDICATED 220 V, OUTLET � . .D. / I ❑ 110 V. JUNCTION BOX I SWITCH @ 42' A.F.F. LO I � � RHEOSTAT SWITCH @ 42' A.F.F. __---- GFI[ I ELECTRICAL NOTES TP� TOUCH PAD FOR SECURITY SYSTEM C) rn T_ GFI 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION O CENTRAL VACUUM OUTLET LOCATION w cV IC±aj I I UNLESS NOTED OTHERWISE. U ! ti =9=GFI I I I FAN 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS L= ELECTRICAL DISCONNECT w J "t X \ SANK W/ I I PRE IRE ' SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. o M Q co DISP. I Q cnrs CAT6 OUTLET $:i _ p Q N II I 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI Z Q J 0 o N OUTLET FOR I I CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. J CO O OC)C) CV MICROWAVE / \ I I I CAT5 Z J � I_ I I 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER m W � C7 EQUIPMENT AS REQUIRED BY N.E.C. \ PREWIRE Q U � N U 5. IF NE BRANCH CIRCUITS ARE ADDED: z O Q ti GFI I \ TV A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS W W D ~ / SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY E U w ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, LO U) ZO DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, ti = S.D. I \ HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED Ie) tl BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER COMBINATION LLJ \ TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH J CIRCUIT (NEC 210.12 (B)). LLJ w I I \ OS'D' 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. ISC. 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH D. 3 qC TV I A MANNER THAT THE ACTUATION OF ONE ALARM WILL— — — — — — ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF PROJECT 0 o SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND GFI UPON ACTIVATION OF ONE ALARM. WH GFI I NO. 17-015-070 _ 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM DISC. \ EXH. THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A DATE DRAWN 12-14-20 FAN COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS DRAWN BY MCA IO INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. / S.D. I WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING CAYMAN 1560 B1 SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT .DIS / S. G PROTECTION. EXTENT OF VINYL AC 22"x54" � i / C.M.D. — — — — OR TILE PER NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL LIVING 1560 SQFT COND ATTIC ACCESS x I . CONTRACT VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET W/ PULL CHAIN I APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND LIGHT ABV. 2020 F.B.C. GARAGE 372 SQFT GFI GFI ELEC. GARAGE DOOR PANEL OPENER PREWIRE / LANAI 144 SQFT I � METER - - - - - 0 - - - � S.D. \ , ENTRY 86 SQFT TOTAL 2162 SQFT 1 PREWIRE CUBIC VOLUME OF I MICHAEL C. ANDERSON CONDITIONED SPACE _ ichae 12,480 CUBIC FEET Digitally signed \ 9 Y 9 I by Michael SHEET Anderson ELECTRICAL PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD %nders Date: COACH LTS. / COACH LTS. FL. LIC. AR0017305 2021 .01 .15 PREWIRE - - PREWIRE 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 11 :49:05 -05'00' A 5mO (772)418-2118 n PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION PLAN REVIEW REVISIONS R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) 12 ARCHITECTURAL FIBERGLASS SHINGLES OVER TSTRUCTURAL NOTES: WOOD STRUCTURAL NOTES: PER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING rr-- ELEV. AND PRE-ENGINEERED WOOD ROOF II LINTEL 4 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1' ON DETAILS. DAMO BE AGEDDAMAGED SPECIES, WOOD NOT 'TOND GRADE BE USED. AS SHOWN 3 SEC. BURST PER FBCR 2020 (7TH EDITION). TRUSSES AT 24 O.C. (SEE ROOF NAILING I 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. PATTERN DETAIL) Ij 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. MASTER PLAN REVISION 2x4 STUDS ® SPACING THE 2020 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR-LARCH, SOUTHERN YELLOW HURR. STRAP Cam? EACH TRUSS II PER PLANS REFER TO CONNECTOR SCHED. I 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM-FIR, OR SPRUCE-PINE-FIR. 10-2-20 I 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. TYP. O.H. I VERTICAL FILLED CELL i 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER R-30 INSULATION PER ROOF PLAN W/ 1-#5 BAR COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE j (2) 16d 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE ® 12" O.C. COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE NAILED AT 6" O.C. MAX. TOP% _OF_BLOCK i CONC. BLOCK WALL SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" REFER TO EXT. ELEV. 12 10d BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. • (2)2x4 P.T. W/1/2" DIA. ( ) " RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN ASTM C94 . W/ 10d NAILS UNLESS OTHERWISE NOTED. 1/2" CLG. GYP. BD. COUNTERSUNK BOLTS ® 6 O.C. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 rT, 8"x8" U-BLOCK TIE-BM. FILLED @ 24" O.C. VERT 3 1/4" TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. TO BE STRUCTURALLL 2 OR BE TER GROUP (IEXUNLDEISS OTHERWISE NG PREENG. DNOTEDSSES) 0) ALUM. FASCIA AND 2 1/4 MIN EMBEDMENT CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE # O `I ►� W/ CONC. & (1) #5 REBAR CONT. DRIP EDGE UNLESS �i WITH 2" SQUARE X 1/8" ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN C/) OTHERWISE NOTED I THICK HURRICANE WASHER FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER, SPECIES GROUP II r, PRE-ENG RED PRECAST LINTEL FIBER MESH CONCRETE. �I SEE SHEET A 4.0 FOR DETAILS ON EXT. ELEV. II 8. MAX. 1 HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. q CONT. ALUM. II g0° CORNER 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. n 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL VENTED SOFFIT II TOP OF SLAB 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AS PER DRAWINGS. r, q • I AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH "�I NOTE: 1x4 P.T. j1hWDW. HDR. HT. L------ AS DEFINED IN ACI 53-99. f'm = 1500 si SCREWS FOR DRYWALL ON WALLS: - - - - P OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. ' MAX. EDGE SPACING: 7» PER PLANS PLOYCEL SEALANT EXTERIOR FRAME WALL TO 11. NAIL PATTERNS: MAX. FIELD SPACING: 16" RAISED CEMENTITIOUS 8. REBAR TO BE SIZE #5 GRADE 40, CONT. „ r SCREWS FOR DRYWALL ON CEILING: CHANTOP OGES FILL CELLS DIRECTION WITH WITH MINIMUM LAP OF 30 -DSPLICEEZONETE AT(SEE NOT0. 4 OUTSIDE THE ^� MAX. EDGE SPACING: 7" P.T. WOOD BUCK TRIM PER ELEV. CONC. BLOCK WALL CONNECTION " PER PLANS -DOUBLE STUD NAIL PATTERN AT 12" O.C. � .. MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO 9. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT '� O FLOOR PLAN FOR SCHEDULE) EDGE, 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER 2 O.C. INTERNALLY.TO STUD- 4" O.C.O C EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END MARBLE SILL RAISED CEMENTITIOUS ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE �. TRIM PER ELEV. 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x 1/2" DRYWALL ON 1x2 P.T. PER PLANS THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. FURRING � 16" O.C. THE FOLLOWING CRITERIA MUST BE MET: [� � 0)R-4.2 FOIL INSULATION W/ ANCHOR SIZE CONC. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" CDX r 4 MIL VAPOR BARRIER CEMENTITIOUS COATING OVER 1/2" 3/4„ MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN ^� WD. BASE 8x8x16 CONC. BLOCK 5/g" 7/8" 6„ DIAGRAM. 0 4" 2500 PSI CONC. SLAB W/ 117': FIBER MESH ON 6 MIL. POLY 3/4 1 8„ 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN VAPOR BARRIER OVER TERMITE 1-#5 VERT. BAR TIED INTO AFTER HOLEIS DRILLED ALL CONCRETE DUST MUST BE R�MOVED AND/OR MANUALY. TREATED CLEAN FILL COMPACTED #5 BAR DOWEL W/ STD HOOK 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. TO A MINIMUM DENSITY OF 95% AS AND RUNNING INTO LINTEL PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 DETERMINED BY ASTM D-1557 I (LOCATIONS PER FDTN. PLAN) STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER - 0'-0" - APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. I TOP OF SLAB MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" =I FINAL GRADE SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" LO I NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. STUCCO STOP AS REQ'D. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED a? PER LOCAL BLDG. DEPT. PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR (N STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED J - CONC. FTG. PER ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER W co FOUNDATION PLAN APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE ;=04 J 1­- I� MIXED PER MFG. DIRECTIONS. ALL PLANS, DETAILS, AND NOTES ON THESE LL,2 J M Q TYP. EXT. BLOCK WALL DOSED,INTRANSFEREDPARE PRORORARY OTHERWISEANDAREPRODUCED NNOT o � 0 Q N Z W > - o WITHOUT THE APPROVAL OF RENAR HOMES U- CO0O 0 (.0 - J LL (N � wCoC7 Z Ljj O Q ti U ti LOU Lu ) Z m Ld 3 4" DIA. X 6" DEEP HOLE FOR ~ce) =O :2 #5 BAR SET IN EPDXY ADHESIVE W OROOF EDGE 2C I W TOP OF BLOCK WALL GROUT SOLID AT III TOP OF CELL I y�A O O I O -ROOF EDGE SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL II 25" MIN. LAP OF REBARS I I 4' 0 I PROJECT I II O I O I O RIDGE NO. 17-015-070 3,000 PSI CONCRETE FILLED CELL DATE DRAWN 12-14-20 REINFORCED/FILLED i W/ #5 BAR I \Q 1 L 1 I DRAWN BY MCA CONC. BLOCK CELL OIO CAYMAN 1560 B 1 I I O - - ��� (Dig ALCOA TRADITIONAL "F" CHANNEL W/ 1/2" DIA L-BOLT I SAWCUT 1"W. OPENING IN WALL o O 5/8" CASEHARD "STUB" OR "T" NAILS (8" LONG) W/ 2" I FROM TOP TO BOTTOM FOR FULL O O O LIVING 1560 SQFT 10" O.C. IN CONC. BLOCK. OR WITH WASHER AT I HEIGHT REBAR PLACEMENT INTO 8d NAILS ® 10" O.C. IN WOOD 32" O.C. MAX. 2x6 P.T. I CELL - FILL SOLID W. CONCRETE PRE-ENGINEERED 1C ZONE 1-USE 8d RING SHANK NAILS @ 6" O.C. GARAGE 372 SQFT ROOF TRUSS , JAMB DETAIL SAWCUT APPROX. 4"W. X 24"H. �� ZONE 3-USE 8d RING SHANK NAILS L 2X2 NAILED TO EVERY OPENING IN WALL O ZONE 2-USE 8d RING SHANK NAILS O OTHER TRUSS TAIL W/ 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF II 0 6" O.C. 4" o.c. LANAI 144 SQFT (2)-10d NAILS NAILS AT 12" O.C. HDR. TO CLG. LINE Li 0 25" MIN. LAP OF REBARS I' NAILING PATTERN FOR ROOF CONCRETE "U" BLOCK jI' TOP OF SLAB ENTRY 86 SQFT TIE-BEAM TOP COURSE III ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. 60,4-EQUAL EQUAL 3/4" DIA. X 6" DEEP HOLE FOR TOTAL 2162 SQFT HORIZ. 2X2 NAILED TO 2x6 z 00 VERT. 2X2'S W/ (2)-10d P.T. 1/2" DIA L-BOLT 2x6 �w #5 BAR SET IN EPDXY ADHESIVE NAILS N (8" LONG) W/ 2" P.T. ALUM. NAILS 0.12 DIA. WASHER AT CUBIC VOLUME OF SHANK 3/8" DIA HEAD 32" O.C. MAX. ADDED REINF. FILLED MICHAEL C. ANDERSON CONDITIONED SPACE = SEE PL N 1-1/2" LONG © 6" O.C. GARAGE DOOR BLOCK CELL DETAIL 12,480 CUBIC FEET ichael ALUM. NAILS 0.12 DIA. SHANK OPENING Digitally signed 3/8" DIA HEAD 1-1/2" LONG - - NOTES: (2) PER SOFFIT SEGMENT N -DRILLED HOLE TO BE CLEANED PRIOR TO by Michael DISPENSING ADHESIVE SHEET SOFFIT DETAIL ALUMINUM RSOFF�T #V 144VENTED ELEVATION -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE nders Dade rson -REBAR DOWEL TO BE CLEAN AND OIL FREE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD 2021 .01.15 GARAGE DOOR DETAIL FL. LI C. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n 1 1:49:16 -05'00' A 6mO (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2x8 RIDGE BOARD SEE PLAN 10-2-20 SONRY CEMENTITIOUS COATING ON 2x6 RAFTERS AT 24" O.C. OREWOODAFRAM FRAMING MAX. — TOE—NAIL TO RIDGE I I LATH OVER 2 LAYERS 15# BD. W/ (2) 10d NAILS ---------- MORTAR JOINTS FELT OVER 7/16" OSB ROOF OVER GABLE END TRUSS 2x4 VERT. STUDS SHEATHING /4" TO 3/8" INSTALL SIMPSON HTSM16 I ® 4'-0 O.C. (PLACE (TYPICAL) �. W/ (8) 10d NAILS TO TRUSS ATTACH I GALV. METAL ABOVE TRUSS BELOW) FLASHING SIMPSON STRONG—TIE I PANEL STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPCONS VERIFY NUMBER OF TAPCONS 2X4'S C� 16" O.C. H2.5' OR PANEL L _ _—_ J ANCHORS (4) 10d NAILS I 12 AT EA. END OF 2x4 [T� WITH CONNECTOR SCHEDULE ° 0 6 FIBERGLASS SHINGLES PRE—ENG'RED SEE VERT. STUD Q ��II PRE—ENGINEERED OVER �� 15# FELT ON TRUSSES NOTE #4 _j 8" X 8" X 4" I� n Q ROOF TRUSS L PROVIDE 2X4 BLKG 7/16 OSB LLJ (NOMINAL SIZE) rT� w q q @ 16" O.C. BEHIND (3) 10d NAILS NOTES: III I GLASS BLOCK UNITS ^`I � GABLE END TRUSS 1. HURRICANE CONNECTORS REQ'D SEE L----__ NOTE #4 —————————— ——— —— _TOP OF BLOCK AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18" ROOF AT EACH RAFTER END ^/ O 8" X 8" X 16" 3. PROVIDE 2x8 RIDGE BOARD PANEL ANCHORS & PER PLAN SHEATHING REINFORCEMENT CONCRETE LINTEL 2X FASCIA WHEN APPLICABLE I I EVERY OTHER 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES BLOCK FILL WITH ; : W/ DRIP EDGE L__ ___ ______J CONCRETE AND AT LOCATIONS WHERE VALLEY FRAMING DOES --- ------ -- ---------- COURSE OR 16" O.C. (� O (1) #5 BAR F Y 2X4'S @ 16" O.C. NOT BEAR ABOVE TRUSS WHICHEVER IS LESS P.T. 2X4 LEDGER BD. Z HAND FRAMED VALLEY DETAIL EXPANSIONIL f7����111 v1 24 LANT W/ 1/4" DIA. TAPCONS 1/2" EXT. GYP. BD STRIP & SEA . THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER JAMB & " 1 \ 44 (2-3/4" MIN. HORIZONTAL SPAN IS GREATER THAN 8'-0" HEAD LOCATIONS ^� EMBEDMENT) SPACED 2>_0„ SIMPSON HUS24 (ONLY) ASPHALT EMULSION � 0 ALTERNATE TRUSS ANCHOR DETAIL 16" O.C. Cam? EACH JOIST/ THIN MORTAR � R ❑❑� A T SLIDING LEDGER BD. CONN. SILL LOCATION �' � � N.T.S. SPECIFICATIONS GLASS DOOR DETAIL - 1 STORY GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) O 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. EL: 36" ABOVE LO ADJACENT FLOOR LINTEL BLOCK TOP COURSE SEALANT: SILICONE TYPE. FILLED W/ CONC. & 1-#5 BAR TOP OF HIGHER ni BLOCK WALL GLASS BLOCK INSTALLATION T_ 5x5x " WELDED zo z I�-- ----- U rn _j FLANGE ti z w II #5 BAR DOWEL o a- wJ U) CO Q o0 N TOP OF LOWER Q = w I W/ STD. 90° HOOK Q N ui BLOCK WALL I LL Z o CONC. BLOCK WALL _j m O 00 N J � z L L N 1 1 3 4 x 1/4" STEEL PIPE #5 BAR DOWEL II VERTICAL FILLED Q 0° w � � CD I " TAPCON W/ STD. 90° HOOK ii CELL W/ 1-#5 BAR O Q ti TYP.4 LLJ ti IIE LO U) z FLANGE WELDED BLOCK WALL HEIGHT � ° 1 i ce) a- 5 TRANSITION DETAIL I O.S.B. SHEATHING Lu OVER WOOD TRUSSES H BOLLARD DETAIL I STUCCO FINISH ON USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS METAL LATH WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE BOND BREAK THROUGH THE WOOD DECK BY AT LEAST 1/8" PROJECT I PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE (2) LAYERS 15# AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE FELT ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE NO. 17-015-070 I DATE DRAWN 12-14-20 DRAWN BY MCA MEMBRANE BRIDGE FLASHING I 1" 1'-0" 1'-0" 1" CAYMAN 1560 131 I LIVING 1560 SQFT FLASHING / CONTROL + + + + + + + + + + + J❑INT + + + + + + + + + + + GARAGE 372 SQFT + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LANAI 144 SQFT + + + + + + + + + + + + + + + + STUCCO FINISH ON ENTRY 86 SQFT BLOCK SHINGLE SIDE VIEW TOTAL 2162 SQFT VOLUME OF SHINGLE NAILING DETAIL MICHAEL C. ANDERSON CONIDITIONED SPACE _ FLASHING DETAIL AT R ❑ ❑F HIGH WIND OR STEEP SLOPE N.T.S. 12,480 CUBIC FEET FRAMING ON MASONRY ichael Digitally sign Ed by Michael SHEET n d e rs Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: FL. LIC. AR0017305 2021 .01 .15 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n :49:30 -05'0 mi (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS TOE NAIL (2) 16d EACH SIDE ROOF SHEATHING MASTER PLAN REVISION 2x4 BLKG. @48" O.C. � 2x4 BLKG. © 48" O.C. 10-2-20 ALUMINUM DRIP EDGE AND FASCIA PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT © 24" O.C. EA. 2X4 LADDER FRAMING FIN CORNE WINDOW TOP GABLE END TRUSS 2x4 45° CROSS BRACING R - � ° NAILING FIN AT TRUSS MID-PT. AND AT CORNER-' ORNER AIR-INFILTRATION BARRIER 8'-0" O.C. (MAX.) "� rTl '�I FLASHING ° _ _ _ - . - - - OVER EXT. SHEATHING (SEE O �I TAPE - - — ° EXT. ELEV. FOR FINISH MAT'L.) C CORNER FLASHING _\_7 TAPE ° ° TRUSS SETBACK TOP PER FRMG. PLAN �I FLASHING 2x4 TRUSS BOTTOM q TAPE SIDE 12 FLASHING ROOF PER 4H0 0'DO O.C. REFER TO \ TAPE SHEATHING ° ELEV. FRAMING PLAN C/) Q SIDE CHECKRAIL HURRICANE STRAP FLASHING _ _ _ _ _ @ EACH TRUSS PER (2) 16d COMMONS TAPE - FRMG. PLAN TOE NAILED EA. SIDE WINDOW BOTTOM SILL FLASHING TAPE #1 SILL FLASHING TAPE #2 v 1 r------------� WATER RESITIVE BARRIER • " 1 \ �l' WATER RESISTIVE BARRIER 1. CUT THE WATER RESITIVE BARRIER (1C) 1 R � I SHEATHING _f T T CUT ��i FRAMING 8x8 U-BLOCK TIE-BEAM FILLED I 1 I I I�-4TH CUT, --_ W/ CONC. & (1) #7 BAR CONT. 0 I 1 3RD I I MAKE A 6 CUT UP I I 1 SCUT I I FROM EACH TOP EXTERIOR I I , I VERT. #5 BAR AT EA. REINF. 1 CORNER AT A 45D I ANGLE TO ALLOW THE FILLED CELL PER FDTN. PLAN I I I 0 1 1 )\�450 1 WATER BARRIER TO I I I I TYPI I BE LAPPED OVER THEI FIN AT THE I 1 j j � �2ND j 1 THE WINDOW.HEAD OF i 1 O1�_ 2NT 0 i GABLE END SECTION @ HIP ROOF Y- Y L-------------i 1 I I 1 I 1 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 L_- I Lo 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE 1 OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. 3 p rn NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP 6» co EACH SIDE OF THE OPENING. I W N 1 TOE NAIL (2) 16d EACH SIDE PLYWD. DECKING U I- p� 4. TAB EACHS SIDE OF SILL FLASHING TAPE AND FOLD. TABS AT C CORNER COR ER) (1F) FOLD TAPETO THE EXTERIORAND PRE S FIRM TO ( J ADHERES y\Y2�� 2x4 TRUSS TOP CHORD " o U M Q 00 uj IT TO THE WATER RESISTIVE BARRIER. BLKG. @ 48" D.C. 2x4 BLKG, @ 48 ❑,C. 2:: Q Q N 4 Z W > o 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE " CooQ Q N OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT 1�-I' - r- PRE-ENG. TRUSSES J ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1 G). Z) z LL N NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. i AT 24' D.C. / W � I 5 (2) 16d COMMON NAILS AT Q U Q N U I / / / EA. 2X4 LADDER FRAMING :2 O LLJti LLJ 2x4 45° CROSS BRACING / / 1/2' PLYWD. SHEATHING OVER E (n I-- LLI AT 4'-0" D.C. / / GABLE END TRUSS FASTEN WITH Lo 07 O W/(2)16d NAILS AT EA. / / 8d NAILS AT 6" O.C. (N = TRUSS WEB MEMBER / // GABLE END TRUSS ce) 0_W / J N❑TE: w 1 X1ERI0R�Eyy / H 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME I 1 )IE HOLD FACE ❑F GABLE END HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE j 2x4 TRUSS BOTTOM \ TRUSS IN 3/4" BEYOND BLK. WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" 1 i CHORD BLKG, AT \ \ FOR CEMENTITI❑US FINISH BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 4'-0" D.C. REFER TO \ \ EkTER�aR VIEW 1 i I FRMG, PLAN \ )K HOLD FACE OF GABLE END TRUSS OUT 1/4" BEYOND BLK, PROJECT 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I I 1 \ \ FOR SIDING FINISH TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 1 2 1 I \ \ VERT NO. 17-015-070 1 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON I I C2) 16d \ N HETAM AT EACH TRUSS I 1 COMMONS TOE \ VERT WEB MEMBER ER (24" ❑,C, MAX) BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 r\ 1 1 3 `,,\ \ DATE DRAWN 12-14-20 SHOWN. 1 1 1 NAILED EA. SIDE \ 16d COMMON NAILS NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I 1 \J AT 6" D.C. TO DRAWN BY MCA 1" I i i EkTER��R SEW \, 2x6 P.T. PLATE 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) I CAYMAN 1560 B1 I EXPANSI❑N JOINT AT 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES `,�\ I I I 1 I I CEMENTITI❑US FINISH OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL 1 I I 8x8 U-BLOCK TIE-BM. FILLED • LIVING 1560 SQFT CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE ��J 1 3 I W/ CONC. & (1) #7 BAR CONT. COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE 1 1 2x6 P.T. PLATE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. 1 1 CONT. W/ 5/8" DIA. GARAGE 372 SQFT I I NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) VERT. #5 BAR AT EA. REINF.4 I I I I FILLED CELL PER FDN. PLAN ANCHOR BOLTS I I I @ 32" D.C. OR W/1/2" LANAI 144 SQFT DIA, ANCHOR BOLTS GABLE END SECTI❑N X-X @ 24 ❑C ENTRY 86 SQFT SCALE: NTS TOTAL 2162 SQFT CUBIC VOLUME OF MICHAEL C. ANDERSON CONDITIONED SPACE _ 12,480 CUBIC FEET Michael Digitally signe by Michael SHEET Anders Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: FL. LIC. AR0017305 2021 .01 .15 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n :49:43 -05'0 (772)418-2118 6m2 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION OPEN TO W 012 FAMILY RM. W3 24 ° ° W 036 OPEN TO 10-2-20 BEYOND BEYOND BAR TOP MICRO BAR TOP 1 61 SINK B 0 O C11R12 11 B18 SB 36 w FILLER RNG FILLER DW Q , q q w w KITCHEN KIT. AT RNG . KIT. AT SINK /DW C/I oN WALL M TD. LT. O � WALL M TD. LT. ZI NOTES : CER. TILE MIRROR M.C . MIRROR 1 . BATHROOM TOWEL BARS AT 54" A.F.F. M.C. M.C. 2. BOTTOM OF MEDICINE CABINETS AT \ FILLER /�/�FILLER 54" A.F.F. LAV LAV LAV o ° ° ° ° O) 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. o o i__ 14 1 1 z 3/4" MICA TOP U � oti 4. SHOWER HEADS AT 6'-8" A.F.F. VB24 i� O r� O w "t X ON SHIM SCREWED TO SECURE 0 CO Q - Q 00 = SHWR. W.C. VB42 VB42 N Z wpJ ( OC.0O FILLERJ 1 X 4 TOP PLATE C p N , w � (D (D BATH 2 M . BATH VAN TY Q � wCN WOOD z 0 < TRIM NOTE: Lu UJ NO REVEAL BETWEEN N � O BACKSPLASH AND TOP w J w 2x4 STUDS AT 16" O.C. r � 1 /2" DRYWALL 0-) PROJECT 0 L NO. 17-015-070 KITCHEN BASE CABINET DATE DRAWN 12-14-20 DRAWN BY MCA 30" = CAYMAN 1560 B1 RAID. v Q LIVING 1560 SQFT OPEN 00 0 TO .. I GARAGE 372 SQFT H ALL `O n 0 LANAI 144 SQFT B A R T O P DETAIL ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC HALL ARCH MICHAEL C. ANDERSON CONDITIONED SPACE _ 12,480 CUBIC FEET Michael Digitally sign d =j by Michael n d e rs Anderson SHEET Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD 2021 .01 .15 FL. LIC. AR0017305A 7mO 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 O n 11 :49:56 -05'0 ' (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R - 6 17� FIBERGLASS DUCT WORK . o C W ':Z� Q � N q17� w � � � o r- 56 CFM I "� 4„ rf�1 I r: DOWN T O T� 10X10 AC-1 BCML2014)301.1 w� \ 1 165 CFM 1 6X6 1 29 CFM ; 1 EQUIPMENT SCHEDULE — — — — 4„ — J 1 CARRIER 8" 14X14 _ _ _ 1 3 TUN ^� R/A C.U. - CH14NA03600G 0 1 16X16 A.H.U. - F84CNF042L R/A u• HEAT - 05 KW 7" 1 10X10 COOLING CAP. - 34,2� 96 CFM 9>, 6X6 EX HEAT CAP. ^- 33,80 1 75 CFM F 1 00 ® ELECT- 208-230-1 LO BRKR CU- 35 AHU-30 BMP CLIP 2X4 e SUB rn N GALV, CLIPS o rn n 1 REF. LINES- 314 318 C) co FLA PRODUCT APP.# II 1 DO S.F.E,R. - 14.Q - � U 1 FL14239 J rn X SINK W/ HSPF - 8.2❑ � MLo 0 DISP. � ~ 10X10o II II 1 1 _ T8' � Z53 CFM LLI� ( 12" 0 .0 10X10 j zO 00 N 55 CFM N LL II u 0° w CO (D I I z O Q ti U Li 7„ 8X8 - � u) Z N o 8" 98 CFM I � 0- TO SWPLY DUCT W DRYER VENT W 14" 6 THRU WALL 6X6] i0xio 4' R/A 24X24 D. 41 CFM C RHF 0 0 t PROJECT i 4" 19" i 6" EXH 1 NO. 17-015-070 �i FAN 1 DATE DRAWN 12-14-20 REF. LINES 12X12 CFM 1 FLOAT � DRAWN BY MCA 6X6 PRIMA tY OVERHEADRUN 28 CFM R/A 1 REIURN� ICI I CAYMAN 1560 B1 Ac 22"x54" I� x — — — — OPYWALL STPN LIVING 1560 SQFT COND ATTIC ACCESS -- --- GARAGE 372 SQFT AIR HANDLER DET�►IL 8X8 LANAI 144 SQFT X10 260 CFM R/A ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF MICHAEL C. ANDERSON CONDITIONED SPACE _ — — — — — 12,480 CUBIC FEET Michael Digitally signed by Michael SHEET HVAC PLAN Anders Anderson Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD 2021.01.15 FL. LIC. AR0017305 on 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 12:06:07 -05'00' A 8mO (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305