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HomeMy WebLinkAboutBrault Permit PlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT 116 / BLOCK * / PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: JEFF MOTTRAM OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN APPROVAL PRESSURES 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL:1/4" FL15225.5 SMOOTH STAR DIA, X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. +/- 67.0 PSF (MIN) STEEL TRACK BRACKET TO WOOD: 5/16" X 1-518" 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 420 MI WINDOWS AND DOORS 3/16" TEMPERED ED SOIL : SPACED 6' FROM CORNERS, 1� O.C. MAX. SPACED 6" FROM CORNERS,17" o C D:6"AX. JAMBS: FL15332.6 +/- 40.0 PSF (MIN) O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED FL17499.2 60.0 PSF (MIN) +/- MIN O FIXED GLASS MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS #10 SCREW ( MASONRYANCHORS: 3" FROM CORNERS, FIXED 185 MI WINDOWS AND DOORS 1 /8" ANNEALED 3ARE AT SILL" . WOOD S/ 3" FROM CORNERS, . FL15349.9 +/- 55.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) 0 WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED FL174992 +� MIN 60.0 PSF (MIN) FIXED GLASS MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS ARE #103 WOOD SCREW (1 8" MIN. EMBEDMENT). NRY ANCHORS: 3" FROM CORNERS, FIXED 185 MI WINDOWS AND DOORS 1 /8" ANNEALED AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX FL15349.9 +/- 55.0 PSF (MIN) 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED ORGANINC FELT PRODUCTS, INC, < >> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. TAMCO BUILDING GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE « >> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS INC. EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. AMERtCAN 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 20 GAUGE GALV. STEEL STORM EASTERN METAL SUPPLY «>> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 22270.1 PER MANUF. PANELS SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART SPAN CHARTS TABLE R301.2(1) CLIMATIC AND GFGr,RAPHIC DFSIr:N CRrrrRIA GROUND SNOW WIND DESIGN SEISMIC DESIGN 1 SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS° AIR FREEZING MEAN ANNUAL Speeds Topographic Weatheringe Frost line° Termite` LOAD (mph) effeatsk (NA) CATEGORY depth TEMPO REQUIRED' INDEX' TEMP/ N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy For St 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. Reserved. c. Termite infestation per Figure R301.2(6) is "very heavy." d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site -specific basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 971M-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. I. Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved, i, Reserved, j. Reserved, k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ' ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SQ. FT. VENTILATION AREA REQUIRED = 2,201.0 SQ. FT. / 150 (F.B.C. R806.2) = 14.67 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33') = 275,6 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 = 275.6 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 22.47 SO. FT. CONCLUSION: VENTILATION PROVIDED = 22.47 SQ. FT. > VENTILATION REQUIRED = 14.67 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-7.0 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 NO X ROOF LOAD: TOP CHORD: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD:10 PSF (NON -CONCURRENT) DEAD LOAD:10 PSF DEAD LOAD: 7 PSF PARTIALLY ENCLOSED 170 MPH COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (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 34953 (772)418-2118 MICHAEL C. ANDERSON PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 to V- rn o 0 r- W W CO CV CD ~ W M_ �f�aWco N u, Z C14 0Jixc)CO LL Jm0coo64 _I 0 mW�t�OC� QU0Q�U WCHW CO V) O ti CM IZ W --J W H r PROJECT NO. 17-015-110 DATE DRAWN 4-30-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE - 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET i SHEET CVR PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 3" V.T.R. II[ � I �'I I I I 3" 1 I 2" W.C. I I I LAV 1 2" j LAV I 2" 1 TUB 3" 2" 2" 1 LOOP 2 SINK i,% J;l 3" V.T.R. I JI 3" V.T.R. I I� I I I r\ I I \\ rI I \\ I r\ 2" I I \\\ WASH 1 I I I 1 3" I 1 I 1 2" TUB 2» LAV 3" CLEAN 4" MAIN OUT TO SEWER - OR SEPTIC TANK SCHEMATIC PLUMBING RISER s c e d- 13,-0" 25'-0„ N 6x6 - 1Ox10 WWF 6x6 - 1Ox10 WWF w OR FIBER MESH OR FIBER MESH Q CONC. o GRADE I DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS 71-0" 68'-2" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH > SLAB 2-#5 2-� 8" BARS 4" B DETAIL 1 V) CONC. !LiSLAB > -- o GRADE 2—# w 112"(MIN) BARS BELOW 8"1'-4' D DETAIL 1 CONC. 1-#5 SLAB BAR ao 4"8» G DETAIL 1 BA S r� 2'-0" C DETAIL 1 ARIES 6x6 - 1Ox10 WWF OR FIBER MESH CONC. 1 �_0" SLOPE SLAB REZ GRADE B 1'-4" F DETAIL 1 5 1 2" FRAME 7 5/8" BLOCK w CONC. SLAB ,� > d- I - 2- #5 8' 1'-4" BARS J \ DETAIL - S.G.D. 1 CONC. 8" VARIES 8" SLAB N SHOWER RECESS L DETAIL 1 FOUNDATION PLAN 1— #5 CONC. BAR SLAB • �8»� Q H \ DETAIL 1 CONC. 2—#5 SLAB —7 BAR —7 0 4" 4" K DETAIL 1 0 SHOWER CONC. T RECESS SLAB AT WALL r� ct GRADE BARS M DETAIL 1-41 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN 3" MI _ DETAIL - -C FOOTING & REBAR 1'-0" 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 SCALE 1 /4" = 1'-O" MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON :r PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 LO LO w �- N O O co w �p N w J M 0 w Z w� p N p '` C] -� Co J m O ti N r m0) C) wFCC!0 ZZ0a�U = ti WU)U)LIJ Z t- 2 cv d w J w I — PROJECT NO. 17-015-110 DATE DRAWN 4-30-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A lm0 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 KIT. AT DINING RM. NOTES: 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 RNG REF KIT. AT RNG./REF. OPEN TO BEYOND ^SINK 0 O O O SB27 SB 6 3" FILLER DW KIT. _AT ISLAND WALL MTD. LT.--r,, WALL MTD. LT. r-MIRROR ■■■■■■ ■■■■■■ TILE 00 0 1 zdFn n W.C. TUB FILLER BATH 2 I N %n I I KI TEDI nD E'I C"\ / KI nTCC`. po 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. 4. SHOWER HEADS AT 6'-8" A.F.F. 0 io HB O 8'-0" HDR. HT. TOP OF BLOCK +9'-4" A.F.F.- VENT MICROWAVE THRU WALL 139-0" 25'-0" 2'- 4" 12'- 0" -4" TOP OF BLOCK TOP OF BLOCK +9'-4" A.F.F. +8'-0" A.F.F. O O 6'-8" 6'-8" HDR. HT. HDR. HT. ■ ■ ---- - ■ ■ ■ ■ ■ ■ ■ ■ EGRESS EGRESS R/S I 8'-0" CLG. I 2' -0" - 9'-0" CLG. - - - - - -I CLG. " cn TYP. 18'-8 3/4" 1 LANAI I M.BR. 1 1 8'-0" CLG. ■ I COFFER CLG. I I ■ 1 1 3'-0" 8'-0" » 15 -0 3'-2 1 /2" 7'- V-4 11 2" 3/4" » 5 -0 1--- -- -- --- -1 0 I 0 2 © 5 of g_0" CLG. " R /S ■ 9 -4' CLG.CLG. r 10'-4" CLG. DNS ILL TEMP. GL. 0 I DOU DOU SHO ENCL. ON 42" 15" 15" I 17'-8 1 /2" Zo I HEADH. WALL MIN. MIN. LO ATIO S O ►') «' I I 2'-a"I FAMILY RM. T� COFFER CLG. po I 6'-3 1 /2" 12'-5 1 /4" I - I 00 p I � : 13R.3 OLO z M cq 8'-0" CLG. 1 I - 2 81-o„ Az I I CLG. rj o I 1 2'-0" 4'- 3 1 /8" �2'-5 1 /2" 00 0 \ I 1 8'-0" CLG. SINK 1 1 o 6'-9 3/8" 1 W/ I ; 2X6 -I 1 DISP.11 WALL DRYER I aI I VTR 50 I I °o II FD 1 1 /2" cfl I I I I I 8'-0" CLG. N D W I I �n AW 0 I II I J 1- KITCHEN � 1 4 SH„ 2a O COFFER CEILING I FLAT GRANITE N I BARTOP 9'-4" CLG. ------ --------------- --- ------ 2'-0" '-10" 9'-10 1/2"-1 1 2X4 WALL I I FOYER I I 110'-4" CLG. I I 1 2'-0"11 o DINING '21�� ,!�ii�s'-yam �� Izo / 1 Ln 12'- 5 1 /4" » BR.2 N 2 0 \ 8'-0" CLG. O 1 0) o 19'-0 1 /4" - 16"0 FOAM COLUMN W/ TOP OF BLOCK PER DETAIL `:�.n�i Jai - V 0 Q mSam 3'-5" I. 4'-10" I. 3'-5" I. 6'-4" 38'-0" I� x i I � � 22"x54" ATTIC ACCESS W/ 0 STAIRS 1 GARAGE 8'-0" CLG. 0 4 pie 0 N O 6'- 8" HDR. HT. ■ EGRESS 00 1 in ■ ■ O 6'- 8" HDR. HT. ■ EGRESS WH AC COND El 16'-0" 1.2'-0" 20'-0" HB 0 10 DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 SWING 1 EXT. DOOR 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR 3 2868 SWING 1 SOLID CORE 4 1668 SWING 1 INT. DOOR 5 2868 POCKET 2 INT. DOOR 6 2868 SWING 4 INT. DOOR 7 4068 BIPASS 1 INT. DOOR 8 2468 SWING 3 INT. DOOR 9 16070 OVHD. DR. 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 25 SH 36"X62" 15.5 S.F. .49 .24 3 MU N TI N S MULL TO "B" B 38" W. HALF RND. ARCH TOP 38.0"R 3.9 S.F. 47 . 24 3 5 LITE MULL TO "A" C 35 SH 52.125"X62" 22.4 S.F. 55 _ _ .22 1 D 25 SH 36"X62" 15.5 S.F. 49- 24 5 E 32" W. HALF RND. ARCH TOP 32.0"R 2.8 S.F. .47 .24 1 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. (2)2x8 BEAM W/ TOP OF ARCH 2x4 TOP PLATE ACROSS ENTRY 9" A.F.F. TOP OF ENTRY TRUSS BRG. HT. +11 -0 A.F.F. i TOP OF BLOCK KNEE WALL ABV. BLK. ::,WALL W/ 1/2" DIA. EXP. +9'-4" A.F.F. 01 ANCHOR W/ 6" MIN. 20„ EMBEDMENT I AD. TOP OF BLOCK N 1'-6" 3'-4" 1'-6" +8'-0" A.F.F. PROVIDE 5/8" DIA. TAPCONS SPACED NOTE: PROVIDE SIMPSON "SPH4" 6" O.C. FOR P.T. 2x4 BLKG. BTWN. AT TOP OF KNEEWALLS AND 2X4 TO BLOCK FACES OF SOFFIT "LSTA24" FROM FACE OF HEADER WALL CONNECTIONS TO VERTICAL FRAMING 16"W. SOFFIT AND SIDE WALL GARAGE CONC. LIVING RM. CONC. BOX OUT BLOCK WALL BLOCK WALL 12"0 RND. FOAM COLUMN ENTRY ARCH SOFFIT DETAIL SOFFIT AND BOX OUT TO USE 2x4 BLOCKING WITH FLOOR PLAN SCALE 1 /4" = 1'-O" 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 MASTER PLAN REVISION �L 11-7-18 Lo 0 r- rn o co U_rn%r�, m= w Z CCOQ�00 _� N_ LL 0J WOt0 Jm0CC) N J mW " �� z 0< r- a) cl) Z Lo O ti eM d W UJI I PROJECT NO. 17-015-110 DATE DRAWN 4-30-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 2m0 NOTES: CEMENTITIOUS COATING ON LATH RIDGE HEIGHT 20" W. ARCH SOFFIT PER +18'-7" A.F.F. DETAIL ON SHT. A2.0 6"W. RAISED TRIM ��10 (PROJ. 3/4") TOP OF ARCH 12 6"W. RAISED +9'-2" A.F.F. SCORE LINES 6 TRIM (PROJ. 3/4")-\ COS 6"W. HALF RND. FOAM TRIM 0 1. WALL FENESTRATION PER FBCR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1 X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. 12 FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW 61 WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). CEMENTITIOUS COATING ON LATH 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED O — — — — — — — — — — — — — — — — — — — TOP OF BLOCK — — — — — — — — — — — — — — — — — — — — — — — — — — —B — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - —6"W. RAISED TRIM PROJ. 3 4" +9'-4" A.F.F. --� )-------- — TOP OF BLOCK +8'-0" A.F.F. C.J. EJ 12"0 FOAM �-6"W. HALF RND. FOAM TRIM 1/2 COLUMNS W/ MATCH TRIM HT. AT LIVING RM. WINDOWS 3" HALF RND. TRIM RETURN TRIM AT TOP/BOTTOM ALONG SIDE WALL FRONT ELEVATION SCALE 1 /4" = 1'-O" 12 16 CEMENTITIOUS COATING ON BLOCK 00 20" SIDE WALL RETURN Zo T, TOP OF SLAB — — — — — — +O'-O" A.F.F. --- ---------- --------------- ------------------------- LEFT ELEVATION SCALE 1 /4" = 1'-O" 12 16 OA----------------------------- TOP OF BLOCK ----------------------0------------------------------------- +8'-0" A.F.F. 00 I CEMENTITIOUS COATING ON BLOCK ix3 OR ix4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12' O/G MAX CONC. OR MASONRY -DRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN IHRU BUCK W/ 3/1610 1/4' TAPCON SCREWS 0 24' 0/C MAX IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN71710US FINISH HEAD DETAIL WIND❑W STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY lx4 OR ix6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED )'v COL NAILS AT 24' 0/C. DRYWALL BOARD CAULKING DOOR FRAME FASIEN THRU BUCK W/ W/ 3-1/4' x 1/4' (MIN) TAPCONS AT 24' 0/C. MAX IN PREORILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) REAR ELEVATION SCALE 1 /4" = 1'-O" ALUMINUM FRAME FASTEN 7HRU BUCK W/ 3/16'x3 1/4' TAPCON SCREWS O 24' 0/C MAX IN PREORILLED HOLES BY MANUFACTURER ALUMINUM FRAME CURE FRAME 10 SILL PERIMETER CAULKING S/UCONECEMEN71710US FINISH ��*VVH ULKING -GOING OR MASONRY 1x3 OR Ix4 P.T. BUCK SET IN Oo • ' SEALANT AND NAILED W/1-1/2' CASE HARDENED a ' : be . 8b a ' • COIL NAILS AT 12' 0/G MAX PRECAST OR POURED SILL PERIMETER CAULKING / `DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W I -DOOR FRAME FAVEN 70 SILL W/ 0 x 0' OSCm FLOOR COVERING A o dt GROUT BED CONCRETE SLAB SILL DETAIL (SGD) SILL DETAIL WIND❑W CEMENTITIOUS COATING ON BLOCK 20" SIDE WALL 00 RETURN _ TOP OF SLAB +0'-0" A.F.F. ---------------------------------------------------------- --- 00 Lo 1'-2 7/8" L2'-" O 00 1'-6n D Lo 1'-2 7/8" O 00 1'-2 7/8" `- Lo I m -I 1'-2 7/8" O 12'- 4" O O OVERHANG SEPARATIONS 1x6 P.T. BUCK SET IN DOOR THRESHOLD SET CONG OR MASONRY SEALANT AND SECURED W/ IN BED OF CAULK do CASE HARD NAILS 0 fY QG (MAX) FASTMED TO SILL W/ 3/16' D►A. TAPCONS \Mj 0 18' O/C PERIMETER CAULKING FLOOR COVERING DRYWALL BOARD 8 • o O oQ; CEMEN71T10US FINISH o DOOR IRl PERIMETER CAULKING . po• `b0 'd 'O ° Via• , DOOR FRAME FASIENED THROUGH BUCK DOOR TRIM ° W/ 3-1/4' x 1/4' (MIN) TAPCONS, IH i TAPCON O 6' M/ FROM EA CORN AND 4 Ell SPACED TAPCONSON EA VER7ICAL LEG W/ MIN. EMBED OF 1 5/8' HEAD/JAMB DETAIL EXT DOOR PERIMM CAULKING CONCRETE SLAB SILL DETAIL EXT D❑❑R 1 /4" = 1'-0" RIGHT ELEVATION P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ %* x 3" TAPCONS (1 1/4- MIN. _ EMBEDMENT INTO BLOCK) ATTACHMENT PER MFRS. PRE—ENGINEERED RECOMMENDATIONS ROOF TRUSS L 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS u R-1 • of CONCRETE "U" BLOCK TIE —BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL `ATTACHMENT PER MFRS. RECOMMENDATIONS STAPLES ® 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT N.T.S. SCALE 1 /4" = 1'-O" 2x4 VERT. AT EA. FACE OF PRECAST LINTEL AT TOP ARCH W/ (3) 10d NAILS AT BLOCK COURSE EA. END TOE NAILED W/(2) —� 10d AT BUCK 2x4 SOLID BLOCKING (FULL TOP OF BLOCK WALL WIDTH OF WALL) BTWN. PLYWD. ARCH FACES W/ (3) - 10d NAILS THRU PLYWOOD INTO EA. 2x4 P.T. (2) 2X4 BUCK - 2X4 VERT. BRACES CONNECT TO BLOCK W/ pie' x 3' TAPCONS (1 1/4' MIN. 15/32' CDX PLYWOOD PANEL EMBEDMENT INTO BLOCK) --. (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PROVIDE 3(e' x 3" TAPCON (1 1/4' MIN. EMBEDMENT INTO 2x4 SOLID BLOCKING (FULL BLOCK) AT EA. SIDE BUCK-(1) WIDTH OF WALL) BTWN. PLYWD. WITHIN 4" MIN. TAPCON OF — ARCH FACES W/ (3) 10d NAILS START OF ARCH THRU O.S.B. INTO EA. 2x4 BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS SECTION A- A BUCK CONTINUOUS 15/32' COX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4' O.C. CONTINUOUS CONC. BLOCK LINTEL PER PLAN BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING ARCH IN MASONRY OPNG. DETAIL MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF. RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 1 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 ti O W rt' q N�� o Qq w � � �� cflo�I CYD N., Q) Lo Lo rn N O � W CO N U�rnti w J 55 An _Q LL CO w W � - O N Z 0JWoccoo LL JM0Co04 mWc �(DU Z0< 5� w U) U) Lu Z � _ c'M 11 W J W F- PROJECT NO. 17-015-110 DATE DRAWN 4-30-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET i SHEET A 3mO FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4- MIN. EMBED. ® 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE NOTE: TRUSS LAYOUT IS SCHEMATIC. REFER TO TRUSS COMPANY LAYOUT FOR TRUSS LABELS AND LOCATIONS. ANCHOR SCHEDULE (2) HETA2 C NOTE: BRACE WALL WITH 2X4 BLKG. AT BOT. CHORD EACH SIDE — PROVIDE TAPCONS SPACED 12" OX STAGGERED ON LANAI SIDE & HETA20 ON TOF OF WALL (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 > 14-1Od x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-1 Od X 1 1/2 TO PLATES 24-1 Od X 1 1/2 TO STUDS SIMPSON MGT (IN FRAME WALL) < 3965 > 22-10d / 5/8" DIA. A.T.R. SIMPSON PHD5 (IN FRAME WALL) < 4685 > 14-1 /4"X3" WD. SCREWS / 5/8" DIA. THRU—BOLT SIMPSON HTT16 (IN SLAB) < 4175 > 18-16d / 5/8" DIA. A.B. W/ 7" MIN. EMBEDMENT / "SIMPSON SET" EPDXY TIE ADHESIVE Q B-2 B-5 B-5 PRECAST HEADER SCHEDULE B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1 B 950 PLF 361 PLF B-2 160" 8F16-1 B/2T 1075 PLF 770 PLF B-3 70" 8F16-1B 4144 PLF 1930 PLF B-4 112" 8F16-1 B 1818 PLF 980 PLF B-5 54" 8F16-1 B 6039 PLF 2507 PLF B-6 54" 8F8-1 B 2170 PLF 1660 PLF (2) HETA20 8U8 8F8-1B 8F16-1B/1T e. , J � F = FILLED WITH GROUT / U = UNFILLED L3 QUANTITY OF REBAR AT a f BOTTOM OF LINTEL CAVITY % 8F16-lB/lT Z I in NOMINAL WIDTH J I L QUANTITY OF `.° NOMINAL HEIGHT REBAR AT TOP TYPE DESIGNATI❑N 7-s/8•A 8' NOMINAL CTU WIDTH _5 FRAMING PLAN #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR #5 REBAR AT BOTTOM OF LINTEL CAVITY SCALE 1 /4" = 1'—O" 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 = gnu FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 O N cy) q N\q W W o \ w Q uo Lo V_ CD N O to W N -i O I� W J U) M �_ ��QWco N 004 -1cr-0cTo J m Q 00 N cj 04 0°w��C� cj QOUQ�U '*- of Loaiz ti = co a w J w F- PROJECT NO. 17-015-110 DATE DRAWN 4-30-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET 4mO LEGEND -0- SURFACE MTD. CEILING FIXTURE 4- PENDANT FIXTURE lOj RECESSED LIGHT WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE WALL MTD. VANITY LIGHT EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLEFAWI., (PREWIRE OR W/ LIGHT AS' NOTED) BOO WALL MTD. SMOKE DETECTOR O CEILING MTD, SMOKE DETECTOR OO CEILING MTD. CARBON MONOXIDE DETECTOR -� CHIMES CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET 110 V. JUNCTION BOX - SWITCH @ 42' A.F.F. �- RHEOSTAT SWITCH @ 42' A.F.F. TP U TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT OUTLET FOR MICROWAVE UUAI.n L. I J. PREWIRE PREWIRE 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. 2" RIGID O.H. SERVICE F.P.L ELECTRICAL LOAD CALCULATION _ 3-#2/0 XHHW 1674 S.F. AT 3 VA 5.0 kVA 2/0 SER CABLE 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA 150 150 c SUBTOTAL 32.5 kVA AM P PANEL FIRST 10 kVA AT 100% 10.00 kVA METER REMAINDER AT 40% 9.00 kVA TOTAL OF OTHER LOAD 19.00 kVA 3#1 CU THNN 10 kVA OF AC AT 40% 4.00 kVA 2" CONDUIT TOTAL 23.00 kVA 23,000 VA DIVIDED BY 240 V 95.8 A POOL SUB PANEL 30•0 A NO. 4 CU. WIRE TOTAL 125.8 A TO COLD WATER - PIPE IF CU PLUMB. USE 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN IF NOT CU USE--'_-_­0 SUPPLEMENT GROUND NO. 4 CU. WIRE TO 5/8" x 8'-0" SCHEMATIC ELECTRICAL RISER GROUND ROD SCALE 1 /4" = l'-O" 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. - LfC., AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 Lo co qN (tip o r, W Q0o0.1 Q Lo Lo N O H Coti U _ a� r, w J 55 M � _ � Q N w �_ N_ Z OJ�5co LL _j C%4 0 �W030 Wcco(9 ZUOQtiU ti � � Z (� _ M d W J W PROJECT NO. 17-015-110 DATE DRAWN 4-30-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET 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 1 x4 P.T.- PLOYCEL SEALANT - P.T. WOOD BUCK - ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2" DRYWALL ON 1 x2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN - -----TOP _OF_BLOCK ''REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT -AWWDW. HDR HT. T PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTTIOUS 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 1 (LOCATIONS PER FDTN. PLAN) _0'- Off Y TOP OF SLAB I _I FINAL GRADE I( STUCCO STOP AS REQ'D. ' I PER LOCAL BLDG. DEPT. CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL CONNECTOR PER ANCHOR SCHEDULE 3/4" PLYWOOD SHEATHING DECORATIVE CEMENTITIOUS COATING ON LATH WNDW HDR HT PER PLANS ALUMINUM TRANSOM WINDOW WITH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH 1/2" PLYWOOD SPACER OIL HDR HT PER PLANS 5" TRUSS OR BLKING. PER PLAN 1/2" GYP BOARD EL: 36" ABOVE HEADERDRAKWUOGR 5x5xj" WELDED %- FLANGE F 3" 0 x 1 /4" STEEL PIPE I" TAPCON TYP.4 TRANSOM WINDOW /DOOR SECTION (TYP) 12 PER CI �v CUPSIMPSON E- \ CLIP ANGLE \ GIRDER TRUSS SIMPSON LS30 CLIP ANGLEnna R-30 INSULATION USE 2X4 ED FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" PLYWOOD SHEATHING AND 2X HIP JACKS & RAFTER CONVENTIONAL FRAMING AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) SIMPSON HETA20 HURRICANE STRAP OR EQUAL (3)10d NAILS FACE NAILED TO 2X RAFTER COVENTIONAL FRAMING Q BAY N.T.S. TOP OF BLOCK REFER TO EXT. ELEV. LINTEL 2x4 STUDS @ SPACING PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d CONC. BLOCK WALL ®12" O.C-fir -(2)2x4 P.T. W/1/2" DIA. �(2) 10d � COUNTERSUNK BOLTS ®6 O.C. © 24" O.C. VERT 3 1 /4" 2 1 /4" MIN EMBEDMENT WITH 2" SQUARE X 1 /8" THICK HURRICANE WASHER DETAIL AT TOP OF SLAB 900 CORNER T I I I L------ EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL Z Z-- 0�_< Z w cr II #5 BAR DOWEL TOP OF LOWER = w I W/ STD. 90- HOOK BLOCK WALL °' II CONC. BLOCK WALL #5 BAR DOWEL II VERTICAL FILLED W/ STD. 90- HOOK iI CELL W/ 1-#5 BAR I I BLOCK WALL HEIGHT TRANSITION DETAIL HURRICANE STRAP EA. TRUSS - REFER' TO FRMG. PLAN \ CONNECT EA. TRUSS BOTTOM CHORD W/(2) 16d MIN COMMONS TOE -NAILED TO TOP PLATE SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ 12-1 Od X 1 1/2- AT EA. 1/2" GYP. BD., PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. STUD TO SILL PLATE W/ 12-1 Od X 1 1/2" AT EA. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER - OVER CLEAN COMPACTED TERMITE TREATED FILL PRE-ENGINEERED TRUSSES R-30 INSULATION 1/2- GYP. BD. DBL. 2x4 TOP PLATE 2x4 STUD WALL ® 16" O.C. NO. 2 OR BETTER GROUP II UNLESS OTHERWISE NOTED W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVIDE BLKG AT 4'-0" O.C. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. EXP. BOLTS W/ 2" WASHER AT 24" O.C. (MAX.) 5" EMBED FOOTING PER 11 1-1 1 1-1 1 1-1 1 FOUNDATION PLAN I I 11I I I I I I I I l IiI 1 1 l- N OTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN 3 SEC. BURST PER FBCR 2017 (6TH EDITION). ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. THE 2017 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. BARRIER OVER COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE NAILED AT 6" O.C. MAX. SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER EXCLUDING PREENG. WD. TRUSSES ( ) CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER, SPECIES GROUP II FIBER MESH CONCRETE. 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AS PER DRAWINGS. AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN ACI 53-99. f'm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.C. OUTSIDE THE CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. 9. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" CDX 1/2- 3/4" MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 5/8" 7/8" 6„ DIAGRAM. �� 7 3 4 1 8„ �� 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN 7/8 1 1/8- AND/OR MANUALY. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R60VED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. MIXED PER MFG. DIRECTIONS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" 12. MISSING DOWEL PLACEMENT: SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED 5' ,_ WITHOUT THE APPROVAL OF REBAR HOMES ROOF EDGE 20 - 2x8 RIDGE BOARD y� Ol O I O ROOF - I I EDGE 2x6 RAFTERS AT 24" O.C. ----`----------- MAX. - TOE -NAIL TO RIDGE - I I 4' I BD. W/ (2) 10d NAILS O I O l O RIDGE O I 2x4 VERT. STUDS ROOF SHEATHING I 0 4'-0" O.C. (PLACE I 2 2 O ABOVE TRUSS BELOW) SIMPSON STRONG -TIE I O "H2.5" AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD - - -� - - - - - - - -I O TRUSSES NOTE #4 O�Qy O3 O3 I NOTES: O ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. 1. HURRICANE CONNECTORS REQ'D AT 8'-0" O.C. SEE NOTE #4 2. PROVIDE "H2.5" ROOF O ZONE 2-USE 8d RING SHANK NAILS ZONE 3-USE 8d O RING SHANK NAILS -.AT EACH RAFTER END SHEATHING ® 6" O.C. ® 4" O.C. 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE NAILING PATTERN FOR ROOF 4 BTWN. ES VIDE 2x4 VALLEY VVALLEIY ATLOCATIONSWHERE FRAMING DOESNG ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. NAILS AT 12" O.C. 2x6 P.T. t N r� N 2x6 P.T. FROM BOT. OF HDR. TO CLG. LINE EQUAL EQUAL 1 /2" DIA L-BOLT On LONG) W/ 2" WASHER AT 32" O.C. MAX. - GARAGE DOOR OPENING ELEVATION GARAGE DOOR DETAIL I2x6 P.T. 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 PRE-ENGINEERED ROOF TRUSS 4 8" X 8" X 16" - CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL 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 11-7-18 1174, ti o w w C/) C;) N co q N\� w �w wow o W �I '� w �\w w � � c 0 PROJECT NO. 17-015-110 DATE DRAWN 4-30-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 6mO CORNER FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE -� FLASH I N TAPE FIN CORNER WINDOW TOP — — NAILING FIN .—.— SIDE CHECKRAIL _ FLASHING TAPE .—•—•— —' WINDOW BOTTOM SILL FLASHING TAPE #1 SILL FLASHING TAPE #2 VrVATER RESISTIVE BARRIER WATER RESITIVE BARRIER 1. CUT THE WATER RESITIVE BARRIER (1C) I , * I SHEATHING � �__l-;,ST CUTS I FRAMING I I 1 TH CUT, _ 1 3RD I I MAKE A 6" CUT UP _ M CUT FROM EACH TOP II ICORNER AT A 4501 1ANGLE TO ALLOW THE1 WATER BARRIER TOI <-TYP I I BE LAPPED OVER THE I I I I I FIN AT THE HEAD OF I I I <-2ND->• I I THE WINDOW. 1 I CUT 110 I I 1 I I I 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE I I OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN _ I I 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12 LONGER THAN THE J OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (Y2" FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (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. 1 mTmfgk , I 1 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 1 BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 1 SHOWN. 1 NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. r\, 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) n11 Im I I I 5 I IEx�'OR�eW` I I I I I I 1 I I I I I I I 1 I 1 I 1 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. CAA 48" O.C. TOE NAIL (2) 16d EACH SIDE \ 2x4 BLKG. ® 48" O.C. PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT 0 24" O.C. EA. 2X4 LADDER FRAMING GABLE END TRUSS 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT AIR -INFILTRATION BARRIER 8'-0" O.C. (MAX.) OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) ----7 \XZ TRUSS SETBACK PER FRMG. PLAN 2x4 TRUSS BOTTOM 12 CHORD BLKG. AT ROOF SHEATHING EPER LEV. 4'-0" O.C. REFER TO FRAMING PLAN 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 Q HIP ROOF Y-Y PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITI❑US FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY (2) 16d COMMONS TOE NAILED EA. SIDE PRE-ENGINEERED ROOF TRUSS CONCRETE "U" BLOCK TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. I PRE-ENG, TRUSSES AT 24' D.C. 2X4 45° CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45° CROSS BRACING SCHEDULE SPAN BRACING REQ'D. GREATER THAN 20 FT. SPACED 4'-0' D.C. 10 FT, TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. P❑INTS (1) PAIR AT MIDP❑INT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' ❑,C, REFER TO FRMG, PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE - 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA, REINF, FILLED CELL PER FDN, PLAN GABLE END SECTI❑N X-X ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS ® 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS ® 10" O.C. IN WOOD L 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ L1 (2)-10d NAILS ro, -ALUM. NAILS 0.12 DIA. _E P'LN SHANK 3/8" DIA HEAD 1-1/2" LONG ® 6" O.C. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT AV-144 N.T.S. 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. GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W, SAWCUT APPR, OPENING IN Wi 25" MIN. LAP 15/32' CDX PLYWOOD SHEATHING r-- 2x4 BLKG. @ 48' Q.C. NV-(2) 16d COMMON NAILS AT I EA. 2X4 LADDER FRAMING 2X4 STR❑NGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF C❑NC, BLOCK — 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. 2X4 'T' OR 'L' STR❑NGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT I WITH 12d NAILS AT 12' D.C. SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.C. MAX) 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITI❑US FINISH OVER FRAME CQNSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED N WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP, EXPANSI❑N J❑INT AT CEMENTITI❑US Ef M IK PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' D.C. IR z I"" ^'" X 6" DEEP HOLE FOR =T IN EPDXY ADHESIVE BLOCK WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1 "W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE SLAB X 6" DEEP HOLE FOR 2 w #5 BAR SET IN EPDXY ADHESIVE �o 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 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 11-7-18 Lo Lo O CV O cz W cp N U�rn� w J 55 A) _ co Q W N w — W p N 0_jirpco LL _jmp�CV C) mC) WWccooC� U QUQr If4 O Lu = I­ w U) � Z ti = cv) d W J W N SHEET A 6ml i NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. Cooling - System Type: Air Source Heat Pump Outdoor Model: CH14NB036*0**B* Indoor Model: FB4CNP042L Tradename: CARRIER AIR CONDITIONING Outdoor Manufacturer: CARRIER AIR CONDITIONING Description: Air Source Heat Pump AHRI Reference No.: 9162515 Capacity: 34,200 Efficiency: 14.5 SEER Heating System Type: Air Source Heat Pump _ _ - Model: CH14NB036*0**B* Tradename: CARRIER AIR CONDITIONING Manufacturer: CARRIER AIR CONDITIONING Description: Air Source Heat Pump Capacity: 33,800 Efficiency: 8.2 HSPF i LoIi a CM Gaw Cow."M AV SFAI-V VALVE NP 1 Ff ¢ M4 %1=0N MAC RETURN 70'i� UPPIN DUCT AIR HANDLER ET, 13 Preferred Air Conditioning & Mechanical, Inc. 1643 Donna Road West Palm Beach, Florida 33409 P: 561-689-1093 / F: 561-478-0089 831 S Kings Hlgghway Fort Plerce, Florida P: 772-878-7577 / F: 772-878-7510 CAC1817665 _�-�-C HVAC PLAN SCALE 1 /4" = V-0" MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, F-L 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF ,THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON r A^ , FL. LIC. AR0017305 MASTER PLAN REVISION 11-7-18 u7 u7 v- rn t- (y O 0') W N j ~ rn r` J Q o ctW W Z (� 'QLL p��oto r m < 0') C) z0OQ�U r- (0 Z N O ( a W J W F— PROJECT NO. 17-015-110 DATE DRAWN 4-30-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET CJ1A CJ3A CV I A13 Al2 A11 A10 ITI: A07 A05 A05 A05 A05 A06 A06 A05 A05 A05 A05 A05 A05 A04 EVA A02 A01 B06 13' M 0 U - 25' U U U c+c {- — 3'511 4' 1011315" 614" 20' 38' CJ1 CJ3 CJ5 ,.02 V02 'J1 fLG10i"-wed do j1112C. M tv6tic 1 A-hd-t wcvt �t- L4 c Ad- o o 12 3'V 12" CLG RECESS 12 6 *NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER = (UNLESS NOTED OTHERWISE) ° ° * NOTE: ALL CEILING DROPS BELOW BEAM ARE i; .Su °' `� BY BUILDER (UNLESS NOTED OTHERWISE) o 0 0 ' NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW t U .N TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING r DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL ro u n E °, ' 2 8 i o E •_ STABILITY OF THE ENTIRE STRUCTURE.REFER ° a .0n �' ° "D E TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS 2 o .�' ~ ° " N FOR GRAVITYAND UPLIFT LOADS. 2 {y N '7 ro N N L= FOR FOR BRACING &ERECTION DETAILS REFER ¢ 2 0 - BCSI-03 AND/OR ENGINEER OF RECORD Mr aQ3t)�L0 `- o ° 'a Q `� o d t L a) c c a) L- rip• ro a) Q � e-o mE REPRESENTS THE LEFT SIDE ��—, 0 _ 0 OF EACH TRUSS DRAWING Z y 'O O O L a) W a E a 2 Q 6 -pEELc U.O -1�... V) ( NOTE: REFER TO USP CONNECTOR a)ro°I cm'r,LLI ° Em � CATALOG FOR INSTALLATION DETAILS) _ o 2 i O � s � ''' w- uJ = a) _ y A JUS24 H THD46 Q B JUS26 ,� MSH422 R C THD26 K MUS26 S _ _ _ THD28 L HJC26 T ___ E THD26-2 M _ _ _ U F THD28-2 N _ _ _ V _ - _ G JUS46 P ___ X ___ HBB HANGER BY BUILDER BBB BEAM BY BUILDER Z LSTA12 @TC & BC * NOTE: LSTA STRAP INDICATED TO BE USED IN Zt LSTA12 @TC CONCORDANCE WITH Zb LSTA12 @ BC CORNERSET DETAIL LOADING ROOF FLOOR WIND LOAD LIVE LOAD 20 0 ASCE 7-10 .55 00 U DEAD LOAD 10 0 160 B o LIVE LOAD 0 0 Residential - CAT 11 a� O~ m U DEAD LOAD 7 0 Closed U y TOTAL LOAD 37 0 FBC 2017 RES N 111 -% ° DURATION FACTOR 1.25 1.00 TPI 2014 0 7 E DATE BY REMARKS O w 0 O Q CO 2 _ M. c :o It is understood that above APPROVED m = conditions have been reviewed & APPROVED AS o are acceptable for the fabrication [� at trusses, elevations, pitches, NOTED overhangs, fascias,ceiling F] REVISE AND N elevations/pitches, bearing RESUBMIT i conditions & all detail pertaining 0 REJECTED to this truss placement plan. No back charges will be accepted without previous written approval DATE E from an A-1 Roof Trusses E.- representative. REVIEWED BY PLAN DATE ARCH:--/--l---- STRUCT: --/--/---- CUSTOME RENAR HOMES O a) V) JOB NAME BERMUDA 1674 B2 r o _ o :II OPTION(S) to Q ' U fl. L=0 COMOMN�TY MORNINGSIDE LOT 110 ° ` '; !- U O -6 U CITY FORT PIERCE r .Q COUNTY PORT ST LUCIE c BLDG TYPE GARAGE R BLDG _ _o r 2 ° o E 8 N � JOB 81062 MASTER WRMSBM1674B2 ro T � # O U �CU DRAWN SCALE ~ y DATE 6/9/2020 � '0. 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