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HomeMy WebLinkAboutConstruction Plans - 9771 Palm Breezes Dr Lot 88PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 98 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAMS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, &SKYLIGHTS: - OPENING ID PRODUCT MODEL MANUFACTURER GLASSPRODUCT ATTACHMENT METHOD DESIGN APPROVAL PRESSURES 3068 W/ SDLT. EXTERIOR SWING DOOR FIBER -CLASSIC CLASSIC SMOOTH STAR THERMA-TRU 3/16"' TEMPERED HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3"" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL:114" DIA. X 2-1/4" FL21135.11 +40.0 - 40.0 PSF TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «» STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3116" TEMPERED ALL ANCHORS ARE 3/16"' DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 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. WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX, FL17499.2 +/ 60.0 PSF (MIN) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-114" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX, FL17499.2 +1 60.0 PSF (MIN) {C GLASS BLOCK 8"xB"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) AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN, EMBEDMENT d WINDOW 185 SH MI WINDOWS AND DOORS r 1/8"" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16"' O.C. MAX. FL17499.2 +1- 60.0 PSF (MIN) { l Q WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA, TAPCONS (1-1/4"' MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) Q WINDOW 185 SH MI WINDOWS AND DOORS .1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA, TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +1- 60.0 PSF (MIN) ) UNDERLAYMENT 30# ASPHALT SATURATED TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2"', FASTENED WITH 1" ROUND ORGANINC FELT PRODUCTS, INC. «» PLASTIC CAP, METAL CAP NAILS O 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" Q.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING «>> GALV. ROOFING NAILS,11 OR 12 GA., WITH AT LEAST 3/8" DIA, HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD, USE 4 NAILS PER SHINGLE PLACED 6-1/8" PRODUCTS, INC. ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 112" ABOVE EACH CUTOUT. FL18355.1 EXTERIOR SOFFIT ALUMINUM SOFFIT AERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS MATERIALS « >> ATTACHED THROUGH FASCIA AT 1611" O.C. FL12019 ; +I- 70.0 PSF (MIN) METHOD OF ATTACHMENT: DIRECT MOUNT; ; "SAFETY EDGS" HURRICANE SHUTTERS TOWN & COUNTRY STORM PANELS INDUSTRIES, INC. «>> ALL ANCHORS ARE 1/4" DIA, TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) 33 PSF: 16"' O.C. SPANS UP TO 5', 9." SPANS UP TO 9'-2", 38 PSF: 15.8" O.C. SPANS UP TO 5, 8.6" SPANS UP TO 9'-2"", 47 PSF:12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9%2", 54 PSF: 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" TABLE R3012(1) rl IMATlr ANn r:PC1MQAON11` n=crow r+oET=cie GROUND SNOW WIND DESIGN SEISMIC DESIGN t SUBJECT TO DAMAGE FROM - WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HA7-ARDSg AIR FREEZING MEAN ANNUAL Speedd I Topographic Weathering' Frost lineb Termite° LOAD (mph) effec%- (NA) CATEGORY depth TEMPO REQUIRED' INDEX' TEMP I N/A See Fig. R301.2(4) N/A Negligible NIA very N/A N/A N/A Heavy For Sk 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 shag 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 shalt be from the basic wind speed map FFggure R301.2(4)j. 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 971/2-percent values for winter from Appendix D of the Florida Building lode, Plumbing. Deviations from the Appendix D temperatures shalt be permitted to reflect local climates or local weather experience as determined by the budding official. f. Reserved. g. The applicable governing body shall, by local floodplain floodplaln 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 ANDUEETS 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 - Z343.0 SQ FT. / 150 (F.6.G R806.2) - 15.62 SO. FT. PARAMETERS: LINEAR FEET OF 16` WIDE SOFFIT - 165.5, 12- WIDE SOFFIT - 43.1', 8- WIDE SOFFIT - 49.0' SQUARE FOOTAGE OF SOFFIT - (165.5' X 1.33) + (43.1' X 1.0' + (49.0' X .6i) = 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT - 11.74 SQ. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED - 296.0 SQ. FT. X 11.74 SQ. IN. / SO. FT. X 1 SQ. FT. / 144 SQ. IN. - 24.14 SO. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SO. FT. > VENTILATION REQUIRED - 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval Information and approved It. Name: Signature; Certification Number: Date: DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2M0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ' ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN U *61 t. 1 A , *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION) • •..:. CONSTRUCTION: CBS X FRAME BUILDING•ESIGN: ENCLOSED X OPEN ULTIMATE DESIGN WIND SPEED:140►; " NOMINAL •A. `r SPEED: MPH I IMPORTANCE S.r FACTOR: : R MEAN BUILDING OVERHANG: 1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X_ -•• f,, •-CHORD: LIVE Ar sl PSF DEAD LOAD:PSF BOTTOM CHORD:LOAD: t PSF DEAD LOAD: PSF . . PARTIALLY ENCLOSED i i NTS AND CLADDING WIND PRESSURES PER t FLORIDA BUILDING• r USING INTERIOR , COEFFICIENTS AREA . OF OPENINGS (SQ. FT.) DESIGN i PRESSURE 0 to .. 27.6 •*: t1 t PSF 20 TO 49.9 • . i 4 ♦ PSF f TO +• 24.8 • • SF 100 TO 499.9 500 AND ABOVE • SF USING r ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.6 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.5 PSF 50 TO 99.9 24.8 PSF / -31.2 PSF 100 TO 499.9 23.5 PSF / -28.7 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON lichae I Digitally sign by Michael n d e rse nclrson n 2021.04.29 16:03:08 -04'1 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION \ 1-24-21 to to r t77 r (� cr) w X t'M zW N Z _joCco(0 JMpro'3'cv J *.' mWLLc�oC'3 ZOQ�U h Ui If �(n Z o ce) IQ.. W .J FW- PROJECT NO. 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 50 SOFT ENTRY 38 SQFT TOTAL 2238 SOFT CUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEET / SHEET C� 0 23'-8" 14'-4" i 6x6 - 10x1O WWF 6x6 - 10x10 WWF w OR FIBER MESH OR FIBER MESH Q CONC. 8 - " GRADE 8" 1'-4" A DETAIL 1 r� CONC. A/C PAD > SLAB • 2-#5 2- BAIs B" BARS '-4 g DETAIL 1 CONC SLAB • o GRADE 2—# 1 12"(MIN) BARS r- BELOW 8"1'--4 D DETAIL 1 CONC. 1- #5 SLAB BAR 4 �$ i. 11 G DETAIL 1 2f-0" C DETAIL 1 'ARIES 6x6 - 10x10 WWF OR FIBER MESH CONC. 1f-O" SLOPE SLAB - GRADE r BA S -i+ !a F DETAIL 1 5 1 2" FRAME 7 5/8" BLOCK CONC. SLAB M > 2- #5 $ 1'-4" BARS l 7 1 DETAIL - S.G.D. 1 CONC. $" 8 VARIES f, SLAB 1. _ — N SHOWER RECESS M L DETAIL 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC IP = 71'--0 AE= 58'--9" BD = 64'_611 BF = 68'--6)1 DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-0" 1- #5 CONC. BAR SLAB H 1 DETAIL 1 CONC. 2-#5 SLAB BAR . • I 4" 4" K DETAIL 1 SHOWER CONCq- BAIR RECESS SLAB AT WALL GRADE o 11, M ' --DETAIL1 --4 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3» MIN 3ff M _._ DETAIL FOOTING & REBAR 1'-0" 1'--O" TRANSITION PIPE THRU PF FTG. DETAIL 3" V.T.R. se I I I 1 1 1 1 I I I I 2» I E » 1 I LAV 3 3" V.T.R.1 .r I I I r 3" 1 I W.C. 2"j 2" I LA� SH WR. 3„ I 1 W.C. I CONC. SLAB j n8- DETAIL 1 CONC. SLAB - a as 4" 8"j G1 DETAIL 1 2" SINK So 2" WASHER I 3" I I I t CLEAN OUT 3" 3" MAIN TO SEWER 2" OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON lichael Digitally signe by Michael n d e rs Anderson Dat n 2021.04.29 16:03:29 -04'0 ' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 to LO r- o CD W c\i 0 E Irz M LL) —j 55 A 'xQ X w z 00 tr0'�0N N pZjxQo u. �m0rcoN m`�u-�U Iz W E - (p t`3 ZO¢�U ul)`j)o r- _ M fl W J W i+ PROJECT NO. 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SOFT GARAGE 387 SQFT LANAI 50 SOFT ENTRY 38 SOFT TOTAL 2238 SOFT CUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEET i L .O1 '0 IN 0 +63-8" HDR. H 711 2 LO 23P-810 14'-2" +7*-4'* HDR. HT. R/S EGRESS 8'-0" CLG. C%j 8' CLG. 8'-8" CLG. 1 (0) g*_O" 10 13'-7 1/2" R/S MASTER BEDROOk ■ C) \_42# H. 2X4 2 4 COFFER I KNEEWALL L L to JA I t oo 12 2'-9 1/2-1 Lo 42" H. ■ 8' CLG WALL 2'-0" P.T. 2-2 CUR L r6 0 cV 140-4$0 1 0'-0"x5'-0" CONC. PATIO 8'-0" V-8" O 14'-1 1/4" FAMILY ROOM VAULTED CLG. III <,C4 LO 10'-0" ■ 5'-7- 1 22'-3 1 /2 3% � DEN/BEDROOM #4 m VAULTED CLG. o +6'-8" a HDR. HT C,4 I EGRESS ■ F_ 0 0 I I J, b b co w +6'-8" HDR. HT. EGRESS R/S 5'F 7 3/4" 1 5-4 1/4" S: C14 BEDROOM #3 C14 VAULTED CLG. CTR. C-4 -U) +6' -8 21-8" HDR. u') HT. I 1'- 4" 4'-1 1 1/4$9 3'-0" 5'- 0" 01 11 RAISED RAISED i i BARTOP, F_ BARTOP i SN W I DISP. ■ LIVING R0 M 0 CATHEDRAL CL KITCHEN 0 VAULTED CLG. 2 op V_ 04 M ^u) A 0) BREAK AST 15'-� 1/4" 0 Qo L VAULTEM -6 1/2" CLG. +6'-8" o" L HDR. 4- 4 HT. L:- F4 rc 5'- DITfING ROOM - 1 1 8C G-4- ' . _ CATHEDRAL CLG. V_ - I 5 SH. 1w. I SHELF C-4 , . ABV. 80-00 8' CLG. D. C-4 31" IN. M. T. DRYER 89 V.T.W. 3-7 1/Z 7'-1 3/4" 17 8 4 18'-3 1/2 R/S VAULTED CLG. �I �` o M I 0 +12'-11 CLG. HT. 2X4 KNEEWALL- TOP +12'-11" A.T.F. 68-0" 1'- 3'- 34" Ll 6"w. o 6" ARCH 11-f ABV. BEDROOM #2 8' CLG. +6'-8"T.(D HDR. H ■ m! - - 0 VIC i■ EGRESS I 69-2" 12'-4" 1 6*-4" 2X4 KNEEWALL- TOP +12'-11" A.F F 22%54- -FACE OF CABLE ATTIC ACCESS END TRUSS ABV. GARAGE BOX OUT BETWEEN 8' CLG. TRUSSES A3V. GARAGE RC OF '---FACE OF GABLE END TRUSS ABOVE 00 11 20" 38'-0" (ED 16'-0" 19'-4" 2 C I ) 20" i � DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ 64"X7"X2 .19 .05 1 EXT. DOOR SIDE LIGHTS 6.2 S.F. MUNTINS IN SDLTS. 2 80658 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR 4 2868 7 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2468 POCKET 1 INT. DOOR 7 2668 BIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR 11 2868 POCKET 1 INT. DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 52.125"X62"X52,1257R A 35 SH X55.017" LEG .55 .22 1 MUNTINS ELLIPSE 21.6 S.F. B 25 SH 36"X62" .49 .24 2 15.5 S. F. C 4W. X 3'-4"H. 48"X40" DEFAULT DEFAULT 1 GLASS BLOCK 13.3 S.F. D 1 33 SH 52.125"X37.375" .55 .2 1 2 1 13.5 S.F. E 1/2 33 SH 25.5"X37.375" .54 .25 1 OBSC. TEMPERED 6.6 S.F. F 35 SH 52.125"X62" .55 .22 1 22.4 S.F. 3'-0"W. X 3'-6"H. 35.0"X42"X28.52"RX34" G FIXED GLASS W/ LEG .47 24 . 1 2'-1 0"H. LEGS 9.6 S.F. 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1. 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 FLOOR PLAN 1/4" = 1'-0" 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON lichae Digitally signed by Michael Anderson nders Date: 2021.04.29 n 16:03:41 -04'00' FL. LIC. AR0017305 4 MASTER PLAN REVISION 1-24-21 LO o a' � � CY) � a� O W O q Q Q) � W U � rz4 w � 117� �a CO 64 co 44 E-4 Q) LO LO C14 o 0) UJ CV _j '-t X M - < ct 0 x 0 -< LL CD Cq Lu z C\I Lj >CC0 'r- _j (D to JCO0aoN LL C\I CF) 0 Lu 0 Cr Cq 0 0 < =) LLJ LU Cr (/) F- zLli U) LO C\I 0 I,- m CV) CL LLJ _j LLJ 1-- PROJECT NO. 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 50 SOFT ENTRY 38 SOFT TOTAL 2238 SOFT CUBIC VOLUME OF CONDITIONED SPACE 14,104 CUBIC FEET SHEET 11 A '-0" 00 1'-2 7/8" V-2 7/8" a w 1'-2 7/8" � r d' 0i E A (0 a. `r I I T r V-2 7/8" ATTACHMENT PER MFRS. OVERHANG SEPARATIONS RECOMMENDATIONS 1 /4" = 1'-0" 1X2 NAILED TO TRUSS TAILS .,� 1/_W/ (2)-8d NAILS n CONCRETE 'U' BLOCK TIE —BEAM TOP COURS HORIZ 2X2 NAILED TO VERT. 1X2'S W/ 12d X 3-1/4" NAIL ATTACHMENT PER B CU EE P N RECOMMENDATIO�SCIA 11 APLES 0 8" O.C. PER MFRS. RECOMMENDATIONS SOFFIT DETAIL cDNnNuous 1A:NTED SOFFIT N.T.S. P.T. (2) 2X4 BUCK -- CONNECT TO BLOCK w/ ," x 3' TAPG�VS (1�41/4' MIN. EMBEDMENT INTO BLOCK) V-0"• PRECAST UNTEL AT TOP BLOCK COURSE TOP OF BLOCK WALL V 12 16 CEMENTIIIOUS COATING ON LATH 12 61 E.J. g _ _TOP OF BLK. ki'- " TOP OF_SLAB +0'-0" A.F.F. (REF. ELEV.) CEMENTITIOUS COATING ON BLOCK 00 I is REAR ELEVATION 1/4" = 1'-0" 2X4 VERT. AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END TOE NAILED W/(2) - 10d AT BUCK 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. PLYWD, ARCH FACES W/ (3) 1F.A�i. NAILS THRU O.S.B. INTO P.T. (2) 2X4 BUCK - CONNECT To BLOCK w/ Wo x 3' TAPCONS i 1 2X4 VERT. BRANS ( /4 MIN. EMBEDMENT INTO BLOCK) s COX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ Bd NAILS AT 4' O.C. PROVIDE &* x 3' TAPCON (1 2x4 SOLID BLOCKING (FULL 1/+ MIN. EMBEDMENT INTO WIDTH OF WALL) BTWN. PLYWD. BLOCK) AT EA. SIDE BUCK -(I) ARCH FACES W/ (3) 10d NAILS WITHIN 4" MIN. TAPCON OF THRU O.S.B. INTO EA. 2x4 START OF ARCH BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS SECTION A — A BCONNTINUOUS 1/2" COX PLYWOOD A -A PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PRECAST UNTEI. AT TOP / BLOCK COURSE ARCH IN MASONRY OPNG. DETAIL BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ Bd NAILS UNE OF RECTANGULAR ROUGH OPENING RIDGE HEIGHT 6"W. RAISED TRIM (PROD. 3/4") TRUSS BRNG. ® ENTRY \ +12' 11" A.F.F. TOP OF WINDOW AT 12'-6" A.F.F. 8" �� 8„ 6"W. RAISED TRIM (PROD. 3/4") TOP_OF_BLOCK +8'-0" A.F.F. 6= ,J,TOPOF SLAB -------_i— +0170" A.F.F. (REF. ELEV.) ui CRICKET L SMOOTH STUCCO FINISH AT FRONT DOOR FRONT ELEVATION 12 �6 1/4" = 1'-0" 6"W. RAISED STUCCO FRIEZE TRIM (PROJ. 3/4") _TOP OF BLK. +8'-0" A.F.F. 77 F 00 I (0 3: p TOP OF SLAB LEFT SIDE ELEVATION (REF. ELEV.) 1/4" - 1'-0" 1x3 OR 1x4 P.T. Sta SET IN NAMAL W4- SEALANT2 OM HARDENED FTHRU BUCK M w/ COILNAILS AT Ir 0/G 3,46'x3 1/4" 7APLYMI ,yam SQIZW 0 24" O/C Coma OR MASONRY MAX IN PR0RXfM 9YYANUFACItX�R PEN EU CAUUM IM - FRAME M SILL NTH SUCONE 'uu* "Dixw 0004 TfO11S RNSN CAUUONG CONC, OR MASONRY DRYWAU, BaW 1X3 OR 1X4 PA BUCK SET IN t3oQe Q CAU11l4tfiG FRAME 7FUG SENANT AND MAID w/1-1/Y CASE HARDENED O $0 4" J w/ WX NAILS AT 12' O/C, 3/16"X3 1/4" TAPCONI MAX — PRECAST OR POURED MEW 0 24" D/C SA L MAIL 6i PREORtttm HOLES BY MANUFACAMER SDARD PERIUM CAULWX PI<RSOM CAU110NG\_DR)WALL ---------camnI= FINSH CAULKING HEAD DETAIL JAMB DETAIL SILL DETAIL WINDOW WINDOW WINDOW 0 --------------------------------------------- 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED _ TOP OF BLK. ——+8'-0" A.F.F. ENTRY SECTION TOP OF BLK. A.F.F. TOP OF SLAB +0'--0" A.F.F. RIGHT SIDE ELEVATION NOTES: (REF. ELEV.) 1/4" = 1'-0" 1. WALL FENESTRATION PER FBCR 2017 703.4 2, PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSEC-TIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILUAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2), (SGD) MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE" RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Michae Digitally signed by I Michael Anderson Anders Date: 2021.04.29 on 16:03:52 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION � 1-24-21 � Uf) In I- 0> *- CV 0 Cn V_ (0 W;=4 CV -n 0) g J M er 0 L, z to 1 �, G0 LLI®�®CV u p—,CC0 _3COQ�N _j r m ¢ I-'- frW}_: 0 Z00< C/) z L7 C) CL W -.t Lu H ' PROJECT NO, 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE 14,104 CUBIC FEET A SHEET I' � PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 It 1' C �Q 1'- 0 JGG. JG9.11UN A -A UN SKEET A6.1 4a, ml m ANCHOR SCHEDULE (SIMPSON STRONG --TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 7t < 2900 > 24-10d X 1 1/2 TO PLATES 24-1Od X 1 1/2 TO STUDS ji ,.S L SU8 8F8-1B 8F16-1B/1T #5 REBAR AT TOP MIN. (f) REQ'D CLEAR F = FILLED WITH GROUT / U = UNFILLED � :C QUANTITY 13F• REBAR AT � _ Az C.M.U. DDi BOTTOM OF LINTEL, CAVITY _j 8F-16-1D/1T kn t�'•`� GRCIUT �Z NOMINAL WIDTH QUANTITY OF � #5 REBAR AT BOTTOM NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY TYPE DESIGNATION 7-5l8'ACTU 8` NOMINAL WIDTH 2x4 "X" BRACING TYP. PROVIDE BOTTOM r11F y +.C. SEE NOTE #71 CONNECTOR PER ANCHOR SCHEDULE 2-2X4 TOP PLATE W/ SIMPSON "SPH4" AT EACH TOP PLATE /- STUD CONN. KNEEWALL W/ 20' SPACED 16" O.C. 2 X 6 BETWEEN TRUSSES UNDER FRAME WALL SIMPSON "SPH4" AT ALL BOT. PLATE/STUD CONN. - FRAMING PLAN 1 /4" = 1'-0" 12 4 PRECAST HEADER SCHEDULE 8-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-18 950 PLF 361 PLF B-2 70" 8F8-1 B 1459 PLF 1272 PLF B-3 42" 8F16-1B 6113 PLF 3547 PLF B-4 68" 8RF14-1 B 4567 PLF 1960 PLF B-5 54" 8F16-1 B 6039 PLF 2507 PLF B-6 70" 8F16-1B 1459 PLF 1272 PLF 9-7 112" 8F16-1B 1818 PLF 980 PLF B-8 64" 8F16-1 B 5365 PLF 2290 PLF CONNECTOR PER ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY DBL. 2x4 TOP PLATE ---------- PLACE 2 X 4 STUDS OVER EACH TRUSS (2'-0" O.C.) 7/16" O.S.B. 8d 0 4" O.C. EDGES 6" O.C. FIELD CONNECTOR PER FRAMING PLAN '`--- P.T. 2X4 BOT. IF PLATE W/ 1/2- DIA. A.B. 0 16" O.C. W/ 2-3/4" MIN. EMBED. & 2" SQ. WASHERS KNEEWALL DETAIL : i t 3-16d NAILS 2 X 4 VALLEY FRAMING AT 16" O. C. REFER TO TRUSS ENGINEERING FOR CUPPED GARAGE TRUSS FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. 0 24" O.C. VERT 0 (2)2x4 P.T. VERT. 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. S. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 .(772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Aicha Digitally signed by I Michael Anderson enderDate: 2021.04.29 on 16:04:05 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION � 1-24-21 ti WQ o C/) �Q W O q 00 co 0 N m LO T V0 Cm w(- W f 1 J f 0) W .a -� 't X co Q - Q LL 00 LLU > C) �Z0A� �w�cli (00 z0QNu UU)) Z 04 0 C0 (� UJ J w F- PROJECT NO. 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEET SHEET 0 ELECTRICAL LOAD CALCULATION 2074 S.F. AT 3 VA 6.2 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 33.7 kVA FIRST 10 kVA AT 100% REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AC AT 40% 23,480 VA DIVIDED BY 240 V POOL SUB PANEL OUTLET FOR MICROWAVE COACH LTS. PREWIRE COACH LTS. PREWIRE USE 150 AMP SERVICE 10.00 kVA 9.48 kVA 19.48 kVA 4.00 kVA 23.48 kVA 97.8 A 30.0 A 127.8 A ELECTRICAL PLAN 1 /4" = 1$-0" 2" RIGID O.H. SERVICE F.P. 3-2/0 XHHW 150 150 32 CKT AMP PANEL C B METER 31 CU THNN 2" CONDUIT NO. 4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. IF NOT CU USE SUPPLEMENT GROUND NO. 4 CU. WIRE TO 5/8" x 8,-0" SCHEMATIC ELECTRICAL RISER GROUND ROD 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 (8)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2014 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON AC11VAIION OF ONE ALARM. 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE lV/" RECESSED LIGHT KY WALL MTD. BRACKET M 72` A.F.F. FLUORESCENT FIXTURE I� WALL MTD. VANITY LIGHT EXHAUST FAN 4` EXHAUST FAN Wd LIGHT V EXTERIOR FLOODLIGHTS 9 CEILING PADDLE FAN (PREWIRE OR WI LIGHT AS NOTED) rZJ WALL MTD, SMOKE DETECTOR CEILING MTD. SMOKE DETECTOR Q CEILING MTD. CARBON MONOXIDE DETECTOR CHIMES CHIMES PUSH BUTTON TELEPHONE JACK —LJ CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE DEDICATED 220 V. OUTLET 110 V. JUNCTION BOX - SWITCH 8 42" A.F.F. IF- RHEOSTAT SWITCH @ 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION '[= ELECTRICAL DISCONNECT M€CHAEL 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 2020 FLORIDA BUILDING CODE --RESIDENTIAL (7TH EDITION) MICHAEL Aicha C. ANDERSON Digitally signed by I Michael Anderson ender Date: 42 0 .09 on 16:04:18 -04'00' PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 ti � Q q Q) CIO c Q Lo cn 0) O C��p.� '; Te W ui 'A \Y t) F- W 1 cr) Mw _ j "T x o to - U aQ 5 Zi 5 ...ImpaaN mQu�0)U z 0U Q yj U frt��LIJ Z n O= C")EL W J H PROJECT NO. 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 50 SOFT ENTRY 38 SQFT TOTAL 2238 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET am Arlm MEW AM ldmft� FL. LIC. AR0017305 12 PER �ELEV. R-30 INSULATION 1/2" CLG. GYP. BD.- 8"x8" U-BLOCK T1E-BM. FILLED W/ CONC. & (1) #5 REBAR CONT. PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 1x4 P.T.- PLOYCEL SEALANT P.T. WOOD BUCK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2". DRYWALL ON 1x2 P.T. FURRING 0 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 0 EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN TOP OF BLOCK REFER TO EXT. ELEV. ALUM. FASCIA AND 1 DRIP EDGE UNLESS l OTHERWISE NOTED r ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT •--I)aWDW. HDR HT. T PER PLANS - RAISED CEMENT111OUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS ==f�CEMENTITIOUS COATINGOVCR i CONC. BLOCK i rt� ! INTO #5 13AR DOWEL W/ STD HOOK �00 AND RUNNING INTO LINTEL TIONS PER! PLAN) 11$00! OF SLAB FINAL GRADE --STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. ---CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2" SO. WASHER AT 32" O.C. MAX. JAMB DETAIL 2x4 P.T. W/ CONC. NAILS AT 12" O.C. --� -`- 2x4 STUDS *SPACING PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d CONC. BLOCK WALL 0 12" O.C. ---''� --(2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS ZZ I ® 24" O.C. VERT I 2 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8" I THICK HURRICANE WASHER ` I DETAIL AT j TOP OF SLAB 90" CORNER EXTERIOR FRAME WALL TO CONIC. BLOCK WALL CONNECTION FASTEN GARAGE DOOR TRACK STAYS TO PT BUCK W/ 5/16" X 1-3/4" LAG SCREWS 0 5" AFF, 36" AFF 72" AFF AND OPENING HT FOR 8'-0" DOOR FASTEN GARAGE DOOR TRACK STAYS TO PT BUCK 2x6 P.T. W/ 5/16" X 1-3/4" LAG SCREWS 0 5" AFF, 36" AFF 54 1/2" AFF AND OPENING HT FOR 16'-0" DOOR -- 2x6 P.T. FROM BOT. OF HDR. TO CLG. LINE GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W, SAWCUT APPRi OPENING IN We 25" MIN, LAP 1/2" DIA L-BOLT 2x6 N (8" LONG) W/ P.T. 2 SO. WASHER GARAGE DOOR 2x6 OPENING -- P.T. N 1/2" DIA L-BOLT (8" LONG) W/ " N 2" SQ. WASHER AT 32" O.C. MAX. j . (4) EA. SIDE OF OPNG. V � ELEVATION GARAGE DOOR DETAIL F \'�-(2) 10d ® 6" O.C. 3 1 /4" I STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER 2017 FBCR. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FBCR. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT. FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f'm = 1500 psi 8. REBAR TO BE SIZE ##5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 10. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/4" 3/4" 1'/8" MIN. HOLE DEPTH 7/8" 1 1 /8" 6" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R OVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. L AD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 11. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. "" "" X 6" DEEP HOLE FOR =T IN EPDXY ADHESIVE BLOCK WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE SLAB .. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6"' O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP It 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE ##4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE WITH INTERIOR TCHADERS GLUEDTAND NAILED WITH 16d AT 8 O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES ROOF EDGEROOF I EDGE I I 4' I RIDGE I I �,J 2 2 I I I 10 ZONE 1-USE 8d RING SHANK NAILS 0 6" O.C. QZONE2-USE 8d RING SHANK NAILS ZONE 3-USE 8d RING SHANK NAILS ��JJ 0 6" O.C. 0 0 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. Micha ANDERSON Digitally signed by Michael el Anderson Ander Date: 2021.04.29 son 16:04:32 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 FF.. ti � a cY) v O W O q w � q �u w w � � CO a co 0 N LO C)C0 I - co LLI (.0 CV fl w -J (n -' X CZ a C6 Q LPL z p _j � o Co°ti LL Z0<NU I" LLI fi fi) {!) Z V) O M IL LLI w F- r PROJECT NO. 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF I CONDITIONED SPACE = 14,104 CUBIC FEET ) SHEET um 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 8" X 8" X 16" -- CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. (4) 10d NAILS PROVIDE 2X4 BLKG ® 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. — W/ 1 /4" DIA. TAPCONS (2--3/4" MIN. EMBEDMENT) SPACED 16" 0. C. EL: 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 " 3 wX1/ 4 STEEL PIPE I" TAPCON TYP.4 ix5x;" WELDED 'LANGE BOLLARD DETAIL ROOF AT SLIDING GLASS DOOR DETAIL--1 STORY CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 15/32" CDX PLYWOOD OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S @ 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS TOP OF BLOCK TER PLAN 2X FASCIA W/ DRIP EDGE - 2X4'S @ 16" O.C. —1 /2" EXT. GYP. BD. —SIMPSON LU24 @ EACH JOIST/ LEDGER BD. CONN. 2x8 RIDGE BOARD ---- 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF 2x4 VERT. STUDS SHEATHING 0 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) SIMPSON STRONG —TIE "H2.5" AT EA. END OF 2x4 PRE—ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: 1. HURRICANE CONNECTORS REQ'D SEE AT 8'-0" O.C. NOTE #4 2. PROVIDE "H2.5" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN W-0" LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BAR- ' TOP OF HIGHER BLOCK WALL z z Ir =.-= ,.. - - - -- _o�Q _ ~ C I z w W II #5 BAR DOWEL TOP OF LOWER w I W/ STD. 90- HOOK BLOCK WALL a- II CONC. BLOCK WALL — (I W5 BAR DOL / STD. 90'HOOK II VERTICAL FILLED II CELL W/ 1-5 BAR I I I I BLOCK WALL HEIGHT TRANSITION DETAIL PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS FINISH ON METAL LATH (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FRAMING MASONRY EXPANSI( STRIP & 0 JAMB HEAD LO (ONLY) STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1 /4" TO 3/8" (TYPICAL) PANEL ANCHORS 8"X8"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR 0 SPECIFICATIONS SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT —WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTT KWIK BOLT II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8- FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE V—rya 10 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .--. -+ + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. L.IC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Aicha Digitally signed by I Michael Anderson enderDate: 2021.04.29 on 16404:45 -04'00' FL. LIC. AR0017305 ti LO W d' o � �a 2 O �q � w w � � a CO co 44 LO LO r rn r (1j Q w'0Cm ~0-5 J X z �I;in Cj z _ _ ®JLiQCfl LL .Jm®CC) T CD< M0 ZOuj <�U cc�U)Z Cm O d c) w J w I' PROJECT NO. 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEET ) SHEET um FIN CORNER WINDOW TOP CORNER .__. NAILING FIN FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE FLASHING TAPE SIDE CHECKRAIL FLASHING TAPE _ _ . — _ .. _.. _ ._ ._. ..� • - WINDOW BOTTOM SILL FLASHING TAPE #1.� SILL FLASHING TAPE #2 3 rWATER RESISTIVE BARRIER WATER RESITIVE BARRIER 1. CUT THE WATER RESITIVE BARRIER (1C) I I Sif HEATHING �. _ _�-iST CUT I FRAMING I � t i Y___"TH CUT, I 3Rp I MAKE A 6" CUT UP j ; EXTERIOR FROM EACH TOP I SCUT ~ I I i I I CORNER AT A 450 1 ; I I I 1 ANGLE TO ALLOW THE I I 1 45OfYP I WATER BARRIER TO 1 I I I BE LAPPED OVER THE I f I I I I FIN AT THE HEAD OF I I I I//•'_2ND_>• I I THE WINDOW. I I iol L--------------� I I I I ! I s I 2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE I I OPENING AND STAPLE TO INSIDE WALL FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12 LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (V FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12- LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1-. DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. i �Rt� 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT- DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) al'. TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. 0 48" O.C. PRE-ENG. TRUSSES AT 24" O.C. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 2x4 45' CROSS BRACING AT 4'-0" O.C. NAIL 2 X 4 BLKG TO W/(2)16d NAILS AT EA. 2 X 6 BLKG WITH 10d TRUSS WEB MEMBER 0 8" O.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 1 Od 0 8" O.C. SIMPSON "MSTAM24" AT 32" O.C. W/ 5-1/4" X 2 1/4" TAPCONS IN MASONRY & 9--10d X 1 1/2- IN 2X6 STUD 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION n VAULT * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BLK. FOR CEMENTlTIOUS FINISH SHEATHING PER PLAN v--- 2x4 BLKG. ® 48" O.C. •s • 2x6 P.T. PLATE CONT. W/ 5/8- DIA. ANCHOR BOLTS 0 32" O.C. OR W/1 /2" DIA. ANCHOR BOLTS ® 24" O.C. ROOF SHEATHING 2x4 BLKG. 0 48" O.C. — (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP 0 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 NAIL (2) 16d EACH SIDE �-- 2x4 BLKG. 0 48" O.C. PRE-ENG. TRUSSES 0 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0- O.C. (MAX.) GABLE END SECTION @ NIP ROOF Y-Y TOE NAIL <2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG, @ 48' D.C. \ PRE-ENG. TRUSSES AT 24' D.C. 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA, TRUSS WEB MEMBER 2xA 45' CROSS BRACING SCHEDULE BRADS 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. POINTS (1) PAIR AT MIDP❑INT 2x4 TRUSS BOTTOM CHORD BLKG, AT 4'-0' ❑.C, REFER T❑ FRMG, PLAN --- (2) 16d COMMONS TOE NAILED EA. SIDE - 8x8 U-BLOCK TIE -BM. FILLED W/ CONC, & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN ----� GABLE END SECTION X-X 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-O" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 15/32' CDX PLYWOOD SHEATHING c-- 2x4 BLKG. @ 48' ❑.C, ww-m (2) 16d COMMON NAILS AT EA, 2X4 LADDER FRAMING _ 2X4 STR❑NGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK - 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. 2X4 'T' OR 'L' STR❑NGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' D.C. - SIMPS❑N HETA20 AT EACH TRUSS VERT WEB MEMBER (24' ❑,C. MAX) '16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITI❑US FINISH OVER FRAME C❑NSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP, EXPANSION JOINT AT CEMENTITI❑US L&W'P. '. PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' ❑.C, MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Micha Digitally signed by e I Michael Anderson Anders Date: . 2021.04.29 O n 16:04:59 -04'00' FL. LIC. AR0017305 ti W� CO U � O a� O q � w w � � a CO 0 LO cO rn r CV o Q0 ;=4 W O N U � rn ti g Ct) Q o t!1 r Q L _ CD W>�O -, z OJccOzoN U. -JCi3gCOcv 0 J *- z co mW�(p0 z0Q�U Cc L0 C/) z n O m CL Ill W I­_ PROJECTNO. 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SOFT GARAGE 387 SQFT LANAI 50 SOFT ENTRY 38 SOFT TOTAL 2238 SOFT CUBIC VOLUME OF CONDITIONED SPACE 14,104 CUBIC FEET i OPEN TO FAMILY RM. BEYOND BAR TOP mm Iraq KITCHEN FAMILY RM. BEYOND FILLER NOTcS: FILLER-' RNG KIT. AT RNG. 1 • BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F. BREAKFAST ROOM - r-- WALL M TD. LT. M.G./� LAV o I to < ® �VB 27 30" 1 I = RAD. IQ OPEN co L- TO I a HALL Co cL O F-- W.C. FILLER BATH 2 GER. TILE FILLER } W3 24 30" W21 OPEN TO RAD. 42 BEYOND a OPEN III -i I n SINK M I■ 1I 11 lam.© m KIT._ AT SINK/DW/REF ,c— WALL M TD. LT. l M. BATH VANITY IN W U- rn = 0 rr 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE imEmbuty.-m2mm BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Michae Digitally signed by I Michael Anderson Anders late: 2021.04.29 on 16:05:12 -04'00' FL. LIC. AR0017305 rPLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 LO LO C) I_- taap t11 C)F-'� � J�Q¢� w Llf 40 W>g®N (� J !z U.Jm® ocv J r �w�(qQ z0Q�U �� wLOU)z Cl) CL W J UJ PROJECT NO. 17-015-088 DATE DRAWN 2-24-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2238 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET 0 NOTE: ALL.DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. - /.Cooling le System Type: 'Outdoor Model: Indoor Model-. Tradename: Outdoor Manufacturer: Description: AHRI Refarenc6 No.: Capacity:. Efficiency: Heating System Type: Model: Tradename: Manufacturer Description: Capacity. Efficiency. 19010M 111111IRMU.11 Air Soura6 Heat Pump CH14NB036*0**13* FS40NP042L CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING Air Source Heat Pump, 9162515, 34,206 14,5 SEER Air Source Heat Pump CH14N8036*0—B* CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING Air Source Heat Pump 33,800 8.2 HSPF HVAC PLAN 1/40" it . Preferred Air Conditioning & Mechanical, lnc. 1643 Donna Road West Palm Beach, Florida 33409 P: 561.689-1093 / F: 561-478-0089 831 S Kings HI hway Fort Plerce, Florida P: 772:878-9,677 / F: 772-878-7510 CAC1817665 Dr 6,n MICHAEL C. ANDERSON Digitally signed by M i c h a e el . Micha Anide'rson Anders Now— Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD 2021.04.29 FL. LIC. AR0017305 7 1020 -SW PRO\ANCETOWN LANE, PORT ST. LUCIE, FL on 134953 6:05:25 '04'00' (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS or q. THE 2020 FLORIDA BUILDING CODE --RESIDENTIAL (7TH EDITION), FL LIC. ARO017305; MASTER PLAN REVISJION7 LO 0) ce) Cz) Q4 co 64 co 6_4 LO to • cli w C'i 0) _j % 0) CV) dr 00 cm C%J Uj >•0 1- _J CC C> e,0 C a 0 CQ U_ Ca < 00 It LLJ F: (R 0 r Y_ z 0 < -, LU LU 1111111111111111019 1 CC U) UJ (f) z te) C\1 0 w w F- PROJECT 17-015-088 DATE DRAWN 2-24-21 DRIM AWN BY MCA CAYMAN 1763 133 LIVING 1763 SQFT 4, 387 SQFT LANAI 50 SQFT II ENTRY 38 SOFT TOTAL 2238 SQFT • WIN I lillillommilill 111111 1 SHEET 'A 8'NO 'I A' A' A( A( A( A( A( A( A( A( A( A( A( A( A( A( J A( A( A( A( A( A( A( A( A( B( B( B( B( B( B( B( B( 911 am im 11 7 7f 7 7 17777777741'71 0 G z =7762# 7— z z z )8 - ----------- ----- - -- ------------------- r )7 z z )6 ----------------- t &FLAT CLG 4:RECESS l6- ------ ------- t - - - ---------- - --------- - - - 151011q/ C ------ -,A I )6 )5 'A ----------- 7 z )4 - ----- 7 A 14 -------------- - 14 -Z -Z 7 )4-7-- ---- - ------- - - ------ - 7' C14 z 14 /16q )4 I/ z -Z CN )4— 71- ------------- 11 3/12 VAU11`D CLG 3/12 VAULTEP,'�LG /,�T -Z z J/ 7 A 1 14 - - ------- ------ - - 13 z -------- A 71 8'FLAT CLG 13-- ---- ------- Z z ------------------ 7 -F 13 z A Ihg6N PhQOR 7 T 12 ------------ A 19'0"14----- 7#11110-,/ 12 FRAMED BOX OUT BY BUILDER 12 ................ - r- --- - --- ----- ---- 110119 110119 15 -:1- -4--- - - — ------------------ FRAMED BOX OUT BY BUILDER 8' FLAT CLG ------ ---- ---- ATTIC ACCESS I N L0 C14 15 12'-11 CLG C14 11511 14 1,10117 0-1 I'l 07 13 0 C14 12 CV 0 CV 7 12 — --------- - 0) 7 00 iv NI 12 Z4Z1VZZZA'1, 11 N Cq N N 191411 1 i C04 C04 CO3 CO2 CO2 CO2 Col ii a qv ?c Aok�- � 3112 VAULTED CLG Typ cal Cornerset Specifications Attach End Jacks "0 TbeNails @ TC & (3) 0.131"0 TbeNails @ BC Typ. Corner Jack Placement — 1 1 10-2'0" 11-1/16" --------- - I Michae Anders on Attach Corner Jacks w/(2) 1"0 TbeNails @ TIC & BC (typ-) IN 1 ^11 11-411 1-0 Digitally signed by Michael Anderson Date: 2021.04.29 16:05:40 -04'00' A N 85 8 66 z ATE OF ptr0- :z V � S/ONA\- I I kill" NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO C: C: a) LEDGER CONNECTIONS BY BUILDER. 0 (UNLESS NOTED OTHERWISE) a) 21 2 M .-0 'n a) 20 -0 — — (>D NOTE: ALL CEILING DROPS BELOW BEAM ARE & w 0 fa- E Z = BY BUILDER. (UNLESS NOTED OTHERWISE) 2 �6 Co to E '2- NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW o a% TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING MO 0 En `Ic In 2 0 (n DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL 0 >15 -00 0 2 0 0 r- >1 C: STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 4 8 -0 1- 0 0>, 0 INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR WO *ff A 0-0 6:5 0 rw- 0 0 2 -2 -ao, Eff GRAVITY AND UPLIFT LOADS. x2w'-2-com -o a).o) 8;6 t: aw) f-;:; F-0 C , 5- -�� 2 0) FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ;�,E2 o -a W -� 0 0 AND/OR ENGINEER OF RECORD. Pt 23)� -0- & 0 .5; a, cn �61- 1 0 M L 0 -0 = — 0 a) O'� —B C. R REPRESENTS THE LEFT SIDE co -0 - g C - z t a) a 0.-,r- CT a) OF EACH TRUSS DRAWING w t In I E E 21�m E -.S (D'ff r- Cp 0) a) - -r, (NOTE: REFER TO SIMPSON CONNECTOR 8 ww 2 E CD-0 d'Fn Z12M CATALOG FOR INSTALLATION DETAILS) a) 215t q)= cp r- 0 -0 Z (D R or 6 w m o a) -0 < Co U) 2 c o R LUS26 A THA422 P --- 0 Q) ' 0 -US8>0,30 4-- E' 2 HUS26 MUS26 --- 5,2.s M" -, 2 D HUS28 L THJA26 T --- a) 'c-n DE S E a) a, a) a, 0 0) 2 E HHUS26-2 M --- 3 U a 0 W a) 0. F HHU528-2 N' V --- j_ Co, 0 Eax wa,�6 orn8t,:''o ., CL = 0= M G LUS46 P --- x --- (D:3 :E g- E CO -,0 �= � Lo- g a) 0 w W 0 t i � C': � 00 HBB HANGER BY BUILDER BBB BEAM BY BUILDER W g 00 W ;,W 0 8. a) —,T 2:gg� a, Z LSTA12 @TC&BC NOTE: LSTA STRAP t LSTA12 @ TC INDICATED TO BE USED IN E Za-) 2 0, a-) CONCORDANCE WITH t-- f �;z 2 - 0 0 ca a) Zb LSTA12 @ BC CORNERSET DETAIL. 0 -41- LOADING ROOF FLOOR WIND LOAD :-.c E- ca LIVE LOAD 20 ASCE 7-16 CL 00 -T :S cOL 2 10 160 a) si C DEAD LOAD B at .D a-) Cc: 00 0 1 W.- S) >,,� W CD MWwrm-10= 2? c > LIVE LOAD 0 Residential - CAT 11 2 of 1c 5) a) 0 t F- r 0 0) :: 0 DEAD LOAD 7 ENCLOSED .8 a) —,): , — a) M L) z . , §,a OZ 0-1 TOTAL LOAD 37 FBC 2020 RES 0 o a) :.1 - En co 0 (n DURATION FACTOR 1.25 TP12014 -:5 0 , W 103 0 '0 E mu) c: •-Fo 0 0 CS REV DATE BY REMARKS Oa) 0 2 : F E .20 ) occ)f 0 -:05 —ao, 1T "o .0 2 — " .2 00 -ra F cL.,- a) 0 r- 0 U) 'a �.o a) S 2- ac) 'E0.5 >,-E5 us 2 � E 0 Z:; a) -a).� — 0 0 Lo a)= = 0 2 0=3 (D OR 2 '5 M -a CL,c:2 E 0 a)c'5 2 (D ::3 En O > a) 4- Z 2 .,S; ", S E EM:6 , C 0)��0 0 0) 0 r- 12 _;5 T J_ am 1 1, a) cam It is understood that above F-] APPROVED M C 0, -0 7E C: — 5 &ja-) zE 2 conditions have been reviewed & C) are acceptable for the fabrication❑ APPROVED AS NOTED d a) .0 't , . > at trusses, elevations, pitches, -2 — -.O:� 2 -2 E overhanas. fascias,ceiling REVISE AND RESUBMIT '(nD ',".2) co: E CD W 0) - E elevations/pitches, bearing =) It E —=.m conditions & all detail pertaining F-1 REJECTED a) 0 EL= 0 "0 to this truss placement plan. No � back charges will be accepted 2 DATE without previous written approval .20 from an A-1 Roof Trusses E.E a5 '6 .s bo representative. REVIEWED BY 2 2 am) m. -0 -- IPLAN DATE ARCH:ri @ 0 t ---- STRUCT- _(D .2) (D 0—, a) 0. 'a" m> -ao> ST a); 0 CUSTOMER RENAR a) - w Z S 0 -0 tz:2 0 -2 (D E � :g -0 (V E Kas - V5 05 ,n) a) . T JOB NAME CAYMAN 1763 B3 -0 2 - 0 I 0) -Z5 8 -,0) 0 .2 2 : � 0, 3: Z E JT > 2 aa)) U) tk> 'a OPTION(S) C '- ) ' � 0 0 'En - LU 2D c6 60 F—S 2 -2 -0 -lie No COMMUNITY MORNINGSIDE /LOT: 88 2 � LOT# '0 z 0, 'M 0 .2 0 ID t ti 2 CITY -E D OEM o----,-- 0 a) 0 ro- 2 a g , :: 20- COUNTY ST LUCIE mo ao) m 0, � (an) , a) a. 'U (n 5 — 2 (nT.S �5 0 rm 0 2 C ui 0 BLDG. BLDG. CL --< r 0 E 0Z w TYPE # ECL 80 :E 0- co :S -0 W al 0 aC g.- a) a>) .2 JOB # MASTER CRMSCMB3 -,TM, 2 0. -L - — C C 0, 0 _,u 07) 0 0 0, �a- E a DRAWN SCALE w c >, 12 E 2 DATE 10/5/20 I - '01 -,a -,0 a>, ii -. 0 xv 0 =, � 0 Mr- 2") MS, NTS 'a) - za -7, -0 D-z (U W C .2 E 2D E -8 4� 0 - - `ter: E E 0> z a,, 0 's 2 W '.2 2 a, CO,D5 .'Aool ROOF W ,2 0. E 'a A4#RTRUSSES < 2 *R"A� -j S:S 8 0 t A FLORI [1A CORPLIRATION 0- W C a) -0 a) =3 -0 0 a) �0 -0 -409-1010/ Fax772-409-1015 5 o) E Ph 772 0 'ro :3 a) 0 0 i5 CU 0 , P 0 rz 0 0 http://www.a1truss.com a):E W cL 5 70