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\ �� C4, � � -h PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN APPROVAL PRESSURES 3068 WI SDLT. EXTERIOR SWING DOOR FIBER -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: 1/4" DIA. X 2-1/4" FL15225.5 +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 ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS,17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS,17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS,17" O.C. MAX. O WINDOW 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., JAINBS: 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 (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4'. DIA. Q GLASS BLOCK 8"x8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 18-0129.17 +/- 90.0 PSF (MIN) 0 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) UNDERLAYMENT 30# ASPHALT SATURATED.- TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND _ 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. ASPHALT SHINGLES HERITAGE TAMCO BUILDING ALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG.ENOUGH TO ENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"ABOVE BUTT PRODUCTS, INC. « >> DGE, APPROX.1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. F ,L18355.1 EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION « >> PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 MATERIALS +/- 70.0 PSF (MIN) HURRICANE SHUTTERS "SAFETY EDGE'- TOWN & COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT STORM PANELS _ INDUSTRIES INC. ' «>> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) IFL 12856.2 +/-54.0 PSF (MIN) 33 PSF: 16" O.C. SPANS UP TO 5, 9.9" SPANS UP TO 9-2",38 PSF: 15.8" O.C. SPANS UP TO 5, - 8.6" SPANS UP TO 9'-2", 47 PSF:12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9'-2", 54 PSF: 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" TABLE R301.2(1) CI IMATIC ANn r F:nrZPAPWir. nPQirati MITCOIA GROUND SNOW WIND DESIGN SEISMIC DESIGN r SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS' AIR FREEZING MEAN ANNUAL Speed Topographic Weatheringe Frostlineb Termite` LOAD (mph) effectsk(NA) CATEGORY depth TEMP REQUIRED INDEXI TEMPI NIA See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0,447 m/s. a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C M, 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 sitespectfic basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. I. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SO. FT. VENTILATION AREA REQUIRED - 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. PARAMETERS - LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8" WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') - 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VEN11LA71ON PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SO. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SO. FT. > VENTILATION REQUIRED - 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE 1 have reviewed the above product approval Information and approved it. Name: A t L/h 66a knd Atj, Signature:�f!� Certification Number: 4V_6 D I-) J oe Date: 1 PL /?P DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN � C &-/ af /I L) Jo Wtoat PROJECT &CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 ___ EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' FRAME OPEN PARTIALLY ENCLOSED 160 MPH X 170 MPH OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES ROOF LOAD: TOP CHORD: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) NO X DEAD LOAD: 10 PSF DEAD LOAD: 7 PSF 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 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 rn N O 0 T_ f0 LUcoC\i q C5 � f J 55 zo 0 C D a LL N ��E oJWC:>tO LL -im000N J 04 �W�C� Z 0 r LO N Z ti = c'M d W .J W H PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET CVR 0 i_ Lo d^ 00 d- r� 22'-0" 16'-O" »» » 36"X36'X16" DEEP 6 -8 3'- 10 6 -8 3 -10 1 -0 V) 6x6 - 10x10 WWF CONC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB OR FIBER MESH Q CONC. 8„ > SLAB VARIES --- o � GRADE � �#�-- - I 2-#5 2- 1 BARS BA BA S 8" 8" 1'-4 » 2'-0» -4 A DETAIL g DETAIL C DETAIL 1 1 1 N 6x6 - 1Ox10 WWF CONC. w OR FIBER MESH SLAB > CONC. 1 �_0» SLOPE SLAB o GRADE 2= -#- F GRADE 2—# 1 12"(MIN) BA}��S L � BA1S BELOW11 8"1'-4 1'-4" D DETAIL F DETAIL 1 1 CONC. FTG. W/ (3) #5 EACH WAY C D I \_ 7, �E 0 00 I G L— J I 10 A HB I 1 i■ o I G I I N 1 I A k I I 1 M I 8'-8" 3'-8" ■ I Lo F I I in - I ��-- �— ----- — ■ I I � I , I■ 'Al 1/2 7 5/8" LAV I ■ I I o I 11 o I I • Lo LAV II I ■ wlo II 3 1/2" 10'-10 5/8„ M °° WC� I II I II II SINK W/ I ■ ■ SHWR. O' — O» (iai DISP. r PA 11'-7 5/8" II , I RECESS SLAB REFERENCE I I I rA ■ I ' SHo ERFOR FINISH FLOOR I I I 4" 2500 PSI CONC. SLAB W/ FIBER _ ■ MESH, ON 6 MIL. POLY VAPOR BARRIER ■ I OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 INDICATES C.M.U. CELL FILLED 1 W/ CONCRETE AND (1) #5 VERT. r� A REBAR CONT. FROM FOOTING TO 1 TIE BEAM (TYPICAL) — — AC — — — — ■ ■ TUB/SHWR I H1 I wH WC 61 1 i 7'-11 7/ ' ® LAV 1 ( I 2'-10" 2'-6" ( w I I CONC I I, w . I 1'-1 0 5�8" I I � o I A I I L' D � ; IrD 1 o ■ILo 15'-9" 5'_ 2" I o D o °j I A � 1 I ■ ■ B 0 • 12'-4" o rl I L I 00 c° r- C° F SLOPE DOWN 1" I I i� AT GAR. DOOR — — 0 — — — — — — — — — ■ ■ .co G 1 20" 16' - 0" 6'-4" 19'-4" 38'-0" 20" 00 d- i� a 00 1 10 Sc-'/ Jo CONC. 1-#5 SLAB rBAR.� 00 419 " " �8 I G DETAIL 5 1 2" FRAME 7 5/8" BLOCK w CONC. SLAB a T �< r1 i 2-#5 8' 1'-4" BARS / J \ DETAIL - S.G.D. 1 CONC. 1-#5 SLAB . ----7# 8" � d > / H \ DETAIL CONC. 2-#5 SLAB -7 BAR ^ O I 1'-4" 4" 4„ K DETAIL 1 CONC. 8" VARIES 8" SHOWER SLAB CONC. RECESS ---- SLAB AT WALL ---- M -- ---- GRADE N SHOWER ----- c) RECESS 2-��## _I BADS L DETAIL M DETAIL 1 4 1 1 II NOTE: ALL FOOTINGS DESIGNED FOR 00 2,500 PSF SOIL BEARING CAPACITY CONC. A/C PAD fw�-- DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 68'— 6" AE = 47'— 5" BD = 61'-1" BF = 58'-8" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. 3"MI DETAIL - �C�o OTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 1 1 /4" = 1'-0" CONC. L SLAB > 8" H1 DETAIL'' 1 CONC. SLAB 7 4» 8"1 �1� DETAIL 1 II IN, 3" V.T.R. �I I I�� I I NN1 12" 1 \ LAV LAV .11 00 2„ .vim TUB 3" 1 2„ W.C. SHWR. 3" 3" V.T.R'I .r I I 1 I 2"1 I I LA�/ I I " I til2" V.T.R. 1 I I 2" SINK 2" V.T.R. I I I I I I 3" 'II 2" WASHER 3" CLEAN OUT 13 I 30' 3" MAIN I W.C. I TO SEWER 2" I OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON r FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 tn Lo rn O oj co Lucoti U,CD rn� J r M _ 13 Q LL N �_ O N_ �LL �J0Ocfl J m Q N mQL-�U Q0 co W � H W Lo cri d W J W N PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 1.0 ■ ^ � � N 5'-8 3/4" o �- 1 HB I 8' CLG. LO R/S 0 ■ — —R/S — o c14 I 8' CLG. I in R/S N N 04 LO 3'k 5" 7 22'-0" 16'- 0" 10'-6" 1'-4 10 O B'Br O 0 HDR. HT. HDR. HT. TOP +65-8" A.F.F. "I EGRESS P.C. HDR. ABV.- ■ CLG. BOT. + 6'-8" A.F.F. _8'-0" ® r 8'-8" CLG. -----1 15'-0" ■ COVERED PATIO I I 8' CLG.ol I 12'-0" $'-°" 4'-0" I I N I MASTER BEDRIOOM ©I COFFER L----- --- 4—J o �- 10 M.C. 0 O8' CLG. INSTALL 2 0 HDR. H - HDR. HT. SHWR ,-6 ' "�' ■ HEADS & M.C. ao 2 SETS � OF CONTROLS ao 3'- - VERIFY O LOCATIONS N V O w M I +6'-8" w HDR. HT. 04 N ■ \ M BEDROOM #3 VAULTED CLG. 7'-4 1 /2" I I I 15'42 1/4" I . GREAT i GOM CATHEDRAL- CLG. I FLAT i BARTOP — I `- I I I I I F 15' 18 1/4" ;n of— 04 — — — — R/S d o O■ 18' C L ' 0 +6'-8" 7'-8" ® 3'-7 1 /2 d 7'-1 3/4" I HDR. 31" IN 2-8ol Qo VAULTED CLG. I `n (DM.T. - LO R/S 9 o — — —Ulm 101 ■ (V 0 I 10 ■ 6'-O" 1'- 3'- 3/4 ■ ■ 0 cq 7'- 9" I cV (2)2x10 BM. ABV. BEDROOM #2 BOT. AT +8'-0" 8' CLG. FLAT ARCH SEE DETAIL +6'-8" THIS SHT. HDR. HT.O EGRESS 8 W. ■ ■ ■ ■ ARCH IN ■ 00 ■ FLAT ARCH ■ °0 ABV. SOFFIT ABV. 11-411 20" 12'-4" 6'-4" 38'-0" DINING ROOM VAULTED CLG. 0 B ■ +6'-8" 10'-3" HDR. HT. 5'-2» 70, RAISED 30 I I I SINK W/ 0 DISP. 0 I I I 0 1F— KITCHEN I VAULTED CLG. I o 10'-0 1 /2" 4'-4" 11 10 V-1 8 CLG, 5 SH. AC 18'- 3 1/2- Wi 8' CLG. I I ISHELF ABV. -_ D. ■ \-DRYER M.T. V.T.W. l�J WH I _ _ ' — i 22"x54" i x I ATTIC ACCESS GARAGE 8' CLG. 16'- 0" 19'- 4" ■ COND ■ HB 0 I in ■ ■ 20" 0 DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ SIDE LIGHTS 64"X7"X2 6.2 S.F. .19 05 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR W SELF CLOSING DEVICE 4 2868 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2068 . 1 INT. DOOR 7 1668 1 INT. DOOR 8 4068 BIPASS 2 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 2868 POCKET 2 INT. DOOR 11 16070 OVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62" 22.4 S.F. .55 .22 1 MUNTINS B 25 SH 36"X62" 15.5 S.F. .49 .24 4 C 4'W. X 3'-4"H. GLASS BLOCK 48"X40" 13.3 S.F. DEFAULT DEFAULT 1 D 1 /2 33 SH 25.5"X37.375" 6.6 S.F. .54 .25 1 OBSC. TEMPERED 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. BEAM TO LINTEL CONNECTOR PER FRMG. PLAN BDRM. 3 CONC. BLOCK WALL (2)2x10 BEAM _\ 001 TOP OF ARCH 00 9" iv 761/2"W. 9" SOFFIT AND SIDE WALL BOX OUT I 4 1 /2" 4 1 /2" ENTRY ARCH SOFFIT DETAIL SOFFIT AND BOX OUT TO USE 2x6 BLOCKING WITH PLYWOOD EACH SIDE FLOOR PLAN 1 /4" = 1'-0" BEAM TO LINTEL CONNECTOR PER FRMG. PLAN TOP OF BLOCK/ BOT. OF BEAM +8'-0" A.F.F. GARAGE CONC. BLOCK WALL 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 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 r/PLA�RE VIEW REVISIONS MASTER PLAN REVISION 4-30-19 ti ~wLp cr� co �P4�wq q N ow C~ ct) cy) E-� `Q) Lo LO r- rn o rn c0 W co N Ut=rnti Mm w J _n C" zW co N(0 -o �V- " Oo m00ON n' J r mW�c°OCD QUQ �U 0 Uj co H W tnwz M a. W J LLI -- PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET i SHEET A 2mO �b t 2--o SC � ATTACH 1-1/2- X 4-1/2' P.T. BUCK TO BLOCK WITH: CONC: OR MASONRY HEAD: 1/4- X 3-3/4' TAPCONS SPACED 4- FROM CORNERS, 3- & 6' FROM MUWON. JAMBS: 1/4' X 3-3/4- TAPCONS SPACED 4' FROM CORNERS, 18.94' O.C. MAX. DRYWALL BOARD—� No ajIjN ° CEMEN1Til0US FINISH DOOR TRI PERIMETER CAULKING ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM HEAD: #10 X 2-1/2- PFH WOOD SCREWS SPACED 4' FROM CORNERS, 3' & 6' FROM MULLION. JAMBS: #10 X 2-1/2- PFH WOOD SCREWS SPACED 4' FROM CORNERS, 18.94. O.C. MAX. HEAD/JAMB DETAIL (2X BUCK) 041 CONC OR MASONRY 3/4' x 4-1/2' P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS 0 12- O.C. (MAX) PERIMETER CAULKING FLOOR COVERING — DRYWALL BOARD oo Q ov. CEAIEN7171OUS FINISH DOOR TRIM L PERIMETER CAULKING ATTACH DOOR FRAME TO BLOCK MATH: DOOR TRIM HEAD: 1/C X 3-3/4' TAPCONS SPACED 4' 11 FROM CORNERS, 3' & 6' FROM MUWON. PERIMETER CAULKII JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' CONCRETE SLAB FROM CORNERS, 18.94' O.C. MAX. HEAD/JAMB DETAIL UX BUCK) EXT DOOR CEMENTITIOUS COATING ON LATH DOOR THRESHOLD SETIN BEAD OF CAULK AND FASTENED TO SILL WITH 1/4' DIA. X 2-1/4- TAPCONS SPACED 3' FROM CORNERS, 3' & 6' FROM MUWON SILL DETAIL EXT DOOR 12 16 00 zo CEMENTITIOUS COATING 1= ON BLOCK _ o _ REAR ELEVATION lx3 OR lx4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2- CASE HARDENED COIL NAILS AT 12- 0/C, MAX CONC. OR MASONRY `-DRYWALL BOARD CAULKING ' ALUMINUM FRAME FASTEN THRU BUCK W/ 3/167x3 1/4' TAPCON SCREWS 0 24- 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN7171OUS FINISH HEAD DETAIL WIND❑W 1 /4" = 1'-0" ALUMINUM FRAME FASTEN 7HRU BUCK W/ 3/1610 1/4' TAPCON SCREWS 0 24. 0/C MAX IN PREDRILLED ALUMINUM FRAME HOLES BY MANUFACTURER SECURE FRAME TO SILL PERIMETER CAULKING W17H SILICONE CEMEN7171OUS FINISH CAULKING CONC. OR MASONRY 1x3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED a .:Oa ; do ° Sb W/1-1/2- CASE HARDENED COIL NAILS AT 12- O/C MAX L PRECAST OR POURED SILL PERIMETER CAULKING \\—DRYWALL BOARD CAULKING JAMB DETAIL SILL DETAIL WIND❑W WIND❑W RIDGE HEIGHT +17'-10" A.F. F--------------------- 6"x6" RAISED BLOCKS (PROJ. 3/4") 2" CLR. BTWN. --.El ❑❑ 0 I M 6"W. RAISED TRIM (PROD. 3/4") TOP _OF_BLOCK _ +8'-O" A.F.F. of � o 1 3 co TOP_OF SLAB d I 0 0 �'_ -A.TF.— 4 (REF. ELEV.) 6"W. RAISED BAND (PROJ. 3/4") ALIGN TOP W/ WINDOW SILL ARCH SOFFIT PER DETAIL ON SHT. 2.0 TOP OF BLK. +8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) CEMENTITIOUS COATING _ ON BLOCK co Ll �o LEFT SIDE ELEVATION STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY Ix P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED J po COIL NAILS AT 24' 0/C. ° o°b C MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN 7HRU BUCK W/ W/ 3-1/4' x 1/4° (MIN) TAPCONS AT 24' 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) 1 /4" = 1'-0" DOOR FRAME FASTEN TO SILL W/ ,{6 x 1' SCREWS 0 2'--0" 0/C E- FLOOR COVERING .o 0 00. GROUT BED CONCRETE SLAB SILL DETAIL (SGD) H CEMENTITIOUS COATING o0 3 = 2 -0„ ON BLOCK 1 oat v_ RIGHT SIDE ELEVATION 1'-2 7/8" rn (V I O — — — _TOP OF BLK +8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 11-1 00 .I 1 -2 7/8 19 9'-4"Li O OVERHANG SEPARATIONS 1 /4" 1 /4" = 1'-O" 12 16 CEMENTTIOUS COATING ON LATH 6"x6" RAISED ATTACHMENT PER MFRS. BLOCKS (PROJ. PRE-ENGINEERED RECOMMENDATIONS 3/4") 2" CLR. BTWIt»OVERHANG ROOF TRUSS i TYPICAL UNLESS L 1X2 NAILED TO TRUSS TAILS IE]OTHERWISE NOTED W/ (2)-8d NAILS El Elo u I--' E.J. E.J. I N — — —TOP OF BLK� ,I CONCRETE "U" BLOCK TIE -BEAM TOP COURSE +8'-0" A.F.F. ®® _ ALIGN TOP OF HORIZ. 2X2 NAILED TO co TRIM W/ GARAGE VERT. 1X2'S W/ 12d X DOOR HEADER 3-1/4" NAIL 71" I CEMENTITIOUS COATING ON CONC. BLOCK ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. RETURN BAND 24" ALONG SIDE WALL(S) FRONT ELEVATION �- 1 /4" = 1'-0" V� tCd �J zo SOFFIT DETAIL `ATTACHMENT PER MFRS. SEE PL N RECOMMENDATIONS SEE P�LN STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS - CONTINUOUS VENTED SOFFIT N.T.S. 12 16 — TOP_OF_BLK. — — TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). MICHAEL C. ANDERSON •-�` - � ^ (` Jai=,• , MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953(772)418-2118 , y PLANS DESIGNED TO MEET THE REQUIREMENTS OF �' ^ THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 Q i� Lo rn N o to UJ 0)U_rnti �o a J M = z cl) N N W> 0 Oco Jm000N J 0 Lu U' a0OQtiU ti (n Z h O M p., W J W PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 3mO (2) HETA2 FIZ OH I �o F-5 I R-5,1 � SEE SECTION X-X ON SHEET A6.1 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 > 14-1 Od 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 HETA20 8U8 8F8-lB 8F16-lB/lT J � F = FILLED WITH GROUT / U = UNFILLED � Ll Z:�:..' QUANTITY OF REBAR AT ¢ BOTTOM OF LINTEL CAVITY a 8F16-1B/1T 1 � } N z NOMINAL WIDTH -1L QUANTITY OF `.° NOMINAL HEIGHT REBAR AT TOP TYPE DESIGNATION 7-5/8'ACTUA 8' NOMINAL WIDTH I HATCHED AREA INDICATES 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 2x4 "X" BRACING TYP. Sc 6I')o ��IZn FRAMING PLAN 1 /4" = 1'-0" #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 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 70" 8F8-1 B 1459 PLF 1272 PLF B-3 42" 8F8-18 3166 PLF 2165 PLF B-4 90" 8F8-1B 1029 PLF 959 PLF B-5 54" 8F16-1 B 6039 PLF 2507 PLF B-6 70" 8F16-1 B 1459 PLF 1272 PLF B-7 112" 8F16-1 B 1818 PLF 980 PLF B-8 64" 8F16-1 B 5365 PLF 2290 PLF B-9 112" 8F16-18/1 T 1843 PLF 1133 PLF B-10 208" 8F16-1B/2T 950 PLF 500 PLF 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. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON J ! FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 Lo Lo N O 0) co W c0 N ~ N i J ~ J M LL o � - Q LL CO WOON �= J IX O TMI L' Jm0CoN 0 0° w : Q QOUa�U ti L0 � Lu Z ti O cM a W J W H PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 4m0 I PREWIRE I �\ I S.D. I F •O • C.M D. S.D. ' I ......... ............. ............. #_.... ...... -.._ ....... I `� I I ( I '�__GFI 3 " \ I i i I . EXH. - FAN....." ....................... PRE RE N TV 55' A.F.F. CTR. ON WALL �I PREWIRE I I I � / I / I I s.D O , I I n i o aa�--- EXH. FAN- C.M.D. / S.D O COACH LTS. PREWIRE I I I I WP I r� I M W; m Mir I !� GFI GFI DISC. — 22"x54" i x �— ATTIC ACCESS — —y W/ PULL CHAIN LIGHT ABV. GFI GARAGE DOOR ELEC. OPENER PREWIRE PANEL i I I I ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 4.7 kVA 2 SMALL APPUCANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 32.2 kVA FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 8.9 kVA TOTAL OF OTHER LOAD 18.9 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 22.9 kVA 22,900 VA DIVIDED BY 240 V 95.4 A POOL SUB PANEL 30.0 A TOTAL 125.4 A OUTLET FOR MICROWAVE COND METER t COACH LTS. PREWIRE USE 150 AMP SERVICE EXTENT OF AREA - - FOR VINYL OR TILE _.......... PER CONTRACT jo (47I��PIZ� Sc ELECTRICAL PLAN 1 /4" = 1'-0" 2" RIGID O.H. SERVICE F.P. 3-#2/0 XHHW 2/0 SER CABLE 150 150 32 CKT AMP PANEL C/B 3#1 CU THNN 1 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 METER 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, BENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED EIY 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. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAE'L C. ANDERSON �4 FL. LIC;, AR0017305 PLAN REIEW REVISIONS MASTER PLAN REVISION 4-30-19 Lo Lo T' 0) r- N o L-on J — � ct _ " 4::,LL N U.] J Oto J m 00 N Z "L W � to Z0Q�U j 1�- �Lo�Z N 2 ch ( J W PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 5mO 12 PER �ELEV. R-30 INSULATION 1/2" CLG. GYP. BD.- 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONT: PRE-ENG'RED PRECAST LINTEL - SEE SHEET A 4.0 FOR DETAILS NOTE: 1 x4 P.T.- SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT - MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK - MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1 /2" DRYWALL ON 1 x2 P.T. FURRING 0 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - 4" 2500 PSI CONC. SLAB W/ WD. BASE - FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 --� CUNUHL IL _"U" BLUCK TIE -BEAM TOP COUR: HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP 0 EACH TRUSS REFER TO CONNECTOR SCHED. TY O.H. Z PER ROOF OF PLAN_ - - TOP_OF_BLOCK T REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT -- WD W. HDR. HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS ,,-CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK -1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) _0'-0" _ TOP OF SLAB FINAL GRADE STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. '_---CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS 0 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS 0 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS -ALUM. NAILS 0.12 DIA. :E PL N SHANK 3/8" DIA HEAD 1-1/2" LONG 0 6" O.C. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT #V-144 N.T.S. II 11 II I 11 I I 1 I I I I I 1 I I I I I I iI L------ EXTERIOR FRAME WALL TO LINTEL 2x4 STUDS 0 SPACING PER PLANS VERTICAL FILLED CELL W/ 1 CONC. BLOCK -#5 BAR (2) 16d WALL 0 12" O.C. (2)2x4 P.T. W/1 /2" DIA. COUNTERSUNK BOLTS ® 24" O.C. VERT 2 1 /4" MIN EMBEDMENT WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER TOP OF SLAB CON C. BLOCK WALL CONNECTION REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT 2" (8" LONG) W/ WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. NAILS AT 12" O.C. - 2x6 P.T. FROM ROT. OF HDR. TO CLG. LINE co EQUAL EQUAL 2x6 P.T. 1 /2" DIA L-BOLT N (8" LONG) W/ 2" WASHER AT 1. 32" Q.C. MAX. - 04 GARAGE DOOR OPENING • N ELEVATION GARAGE DOOR DETAIL, �C jo J- P.T.2x6 �(2) 1Od 0 6" O.C. 3 1 /4" DETAIL AT 900 CORNER GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W SAWCUT APPR1 OPENING IN W/ 25" MIN LAP 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. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO 2- GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% THE 2017 FLORIDA BUILDING CODE. MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX YELLOW 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 BARRIER OVER 3, ROOF TRUSSES TD BE SET WITHIN 5" OF STUD LOCATED BELOW.4, COMPACTED CLEAN FILL. 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 f" 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 PREf`NG. WD. TRUSSES) CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE 2 BE TO # 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 5. FIBER MESH CONCRETE. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 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 AS DEFINED IN ACI 53-99. fm = 1500 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 8. REBAR TO BE SIZE #5 GRADE 40, CONT. 11. NAIL PATTERNS TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE 2DNE (SEE NOTE #4). 9. OMIT -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLEHEADER NAIL PATTERN AT 6" O.C. AT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF EA. EDGE, 12" O.C. INTERNALLY. TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER ENCLOSED DETAILS. -STUD T4 TOP OR BOTTOM PLATE- 2 16d END 11. EPDXY ANCHOR ALTERNATE: NAILED 9R (2)16d TOE NAILED EA. SIDE -ALL INT•.RIOR HEADERS TO BE (2) 2x THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/!" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 161 AT 8" O.C. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1 /2" 3/4" MIN. HOLE DEPTH 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN �8" �» DIAGRAM. 3%4" 7 " " 8" 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED AND/OR MANUALY. 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 MAYBE SUBSTITUTED FOR WOOD STUDS. MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: 16. ANCHOR BOLTS 8" LONG x 1 /2" DIA. WITH A, 2" NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. SQUARE X 1 /8" THCK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTFERWISE. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17. ALL EXTERIOR :EILING MATERIAL TO BE 1 /2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOAR( OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION TWO COMPONENT EPDX Y RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 0 M '"" "" 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 'LAB 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 1 ALL PLAN, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES 51 ORDOF EDGE 1 ti�A O O I O ROOF 1-------._..----- � EDGE I I - 4, O I � OI O lO RIDGE I 1 I 2 2)O I i 0 O it OI JZONE 1-USE 8d RING SHAW NAILS O 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS 0 6" O.C. 0 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 CD cli _o W co cV ~ J 0 i Lu Q LL CD �LL p>�o., J m Q co N U- ILCN mW0)0 ZO0QIN`'U j� �� ul Z O M Q„ W J W H i PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 6mO INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE 8" X 8" X 16" CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL: 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 " ' 3" d x 1/4" STEEL PIPE " TAPCON a TYP.4 a to M 5x5x4" WELDED " FLANGE 1 5" BOLLARD DETAIL`='{ a f (4) 1Od 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. 12 �6 " EMBEDMENT) SPACED - - 2'-0#0 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 7/16" OSB 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 SLOG_ K � __ PER PLAN --T 2X FASCIA W/ DRIP EDGE - 2X4'S @ 16" O.C. -1/2" EXT. GYP. BD. -SIMPSON HUS24 ® EACH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BAR TOP OF HIGHER BLOCK WALL w Z Q-- 0 ` Z a °- Ij #5 BAR DOWEL TOP OF LOWER < = a II W/ STD. 90- HOOK BLOCK WALL �- I CONC. BLOCK WALL I #5 BAR DOWEL �I VERTICAL FILLED W/ STD. 90- HOOK II CELL W/ 1-#5 BAR I I I I BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF 2x4 VERT. STUDS SHEATHING ® V-0" O.C. (PLACE ABOVE TRUSS BELOW) \ SIMPSON STRONG —TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 PRE—ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE 1. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18" 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 8'-0" J D.S.B. SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY J� ��lblza EXPANSI( STRIP & ® JAMB HEAD LO (ONLY) STEEL, MASONRY pR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) PANEL ANCHORS 9* X 8" X 4" ;NOMINAL SIZE) 3LASS BLOCK UNITS 'ANEL ANCHORS & 0NFORCEMENT :VI~RY OTHER :OURSE OR 16" O.C. IHICHEVER IS LESS SPHALT EMULSION THIN MORTAR SPECCATIONS SILL LOCATION i GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL ZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9—GAUGE, 2" pE WITH BUTT —WELDED CROSS WIRES AT 16" Q.C., HOTT DIPPED GALVANIZED. 1 PANEL ANCHORS: 20 GAUGE PERFORATED STR6, 24" X 1 3/4% HOT —DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED VH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16";1 1/4" HILTI KWIK BOLT II. i EXPANSION MATERIAL: 3/8" THICK POLYETHYLE TYPE. SEALANT: SILICONE TYPE. f GLASS BOCK INSTALLATION i USE SIX GALVANIZED 11 OR 12 GAUGt COFING NAILS WITH HEADS AT LEAST 3/8" IN DIAME R. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SRFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAS1/8" PLACE NAILS 6-1/8" FROM BOTTOM EIE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILPER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" AIL LINE 1" 1'-0" 1 I_0" 1" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SDPE N.T.S. f " MICHAEL C. ANDERSON, ARCHITET OF RECORD FL. LIC. AR001730 1020 SW PROVINCETOWN LANE, PORT L LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE RWIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIENTIAL (6TH EDITION) MICHAEL C. ANDERSON f"r - f f FL LIB. AR0017305 Is PLAN REVIEW REVISIONS MASTERvn ti W Lo co Nq O N 0 rn o rn LU to N - _ c Q U- co III � p J � O � co Z UL � cv W co 0 ZOUQ1U ti �u' co M a LU ..J W PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 6ml CORNER FLASHING TAPE CORNER-� FLASHING TAPE TOPS FLASHING TAPE SIDE. FLASI TAPE FIN CORNER SIDE FLASI- TAPE WINDOW TOP NAILING v WINDOW BOTTOM SILL FLA SILT 1. CUT THE WATER RESITIVE BARRIER (1C) IATER RESISTIVE BAR—kiE I �`' _l•-i ST CUT * I I I I k 4TH CUT, I I I �,,3RD I I MAKE A 6" CUT UP I I CUTI I FROM EACH TOP I I i I I CORNER AT A 450 I I I I ANGLE TO ALLOW THE <-TYPI WATER BARRIER TO I i BE LAPPED OVER THE I i I I FIN AT THE HEAD OF I I '•`•2ND, I I THE WINDOW. 2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE'#1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (p2" 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 THAI HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AN[ WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WTI` BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 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 2 r\, SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 1� 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) I EXTERIOR —� I I I I I I I I I I I I I O I I 2 I I I I I I I I I I I I ".I i TOE NAIL (2) 16d EACH SIDE PLYWD. DECKING 2x4 TRUSS TOP CHORD BLKG. @ 48' O.C. 2x4 BLKG. @ 48' 111,C. PRE-ENG. TRUSSES AT 24' O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2x4 45° CROSS BRACING / / AT 4'-0' O.C. / / 1/2' PLYWD. SHEATHING OVER W/(2)16d NAILS AT EA. / / GABLE END TRUSS FASTEN WITH 8d TRUSS WEB MEMBER / / NAILS AT 6' O.C. GABLE END TRUSS NOTE; )K HOLD FACE OF GABLE END 2x4 TRUSS BOTTOM \ TRUSS IN 3/4' BEYOND BLK, CHORD BLKG. 4'-0' O.C. REFER TO \ � FOR CEMENTITIOUS FINISH FRMG. PLAN \ \' \ )K HOLD FACE OF GABLE END \ TRUSS OUT 1/4' BEYOND BLK. \ FOR SIDING FINISH C2) 16d COMMONS TOE SIMPSON HETA20 AT EACH TRUSS \ VERT WEB MEMBER C24' ❑.C, MAX) NAILED EA. SIDE \ 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT 8x8 U-BLOCK TIE -BM. FILLED 0 w__ CEMENTITIOUS FINISH W/ CONC. & (1) #7 BAR CONT. 2x6 P.T. PLATE VERT. #5 BAR AT EA, REINF. CONT. W/ 5/8' DIA. FILLED CELL PER FDN. PLAN ANCHOR BOLTS ' @ 32' O.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' O.C. GABLE END SECTION X—X SCALE, NTS 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) 1 - MASTER PLAN REVISION 4-30-19 to to O 0) V_ co W co 04 �° z :QJJLwon LL Q J � O � J mOCAI ti- UL m < 0) ZOUQ�U Q ce Lu U) cn Z IN 2 cM d W J LU PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B SHEET A 6m2 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL LIC. AR0017305 NOTES: 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TI! E TO CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F: RNG REF KIT. AT RNG. 30" RAD. OPEN TO H ALL HALL ARCH �0.1IIn_ Cam: mn I r-WALL MTD. LT. W.C. FILLER BATH 2 OPEN TO BEYOND r ciniv � 0 AID KIT. AT SINK/DW CER. TILE WALL MTD. LT. MIRROR M.C. M.C. FILLER FILLER LAV- LAV O O VB42 M. BATH VB42 VANITY w x 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE BARTOP DETAIL 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD TRIM 2x4 STUDS AT 16" 0. C. 1 /2" DRYWALL CD KITCHEN BASE CABINET BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-30-19 sm co c q N � o >� C\2 C� j Cam, I•.t, O N Lo Lo �- (V O m T ~ y J ~ cn s U -QWN pJCrocfl Jm0CoN n' "Fl J r- mW��C') rz? QUOQ0U Z j < ,� ���Z O M a W J W H PROJECT NO. 17-015-117 DATE DRAWN 6-1-20 DRAWN BY MCA CAYMAN 1560 B LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 76 SQFT TOTAL 2152 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 7mO wm f z i I -\,s LO C\i C) .0) CD w (N co 0-) 1— -j 5 CY) q- X ce) uj z < 00 < U- C%4 C*4 w > I ry "'o LL 0. 00 cq Oro Z LL 04 < o.) cr LU j-7 (0 QU�c�U Z 0 < J, W LU W U) CO zUl U') C14 0 co LU w DDn ict-%-r r, F---" 114111 . . . . ........... t I Lr. 221011 1 p nil NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. F&vtr,,ct , '7 J-z "20 Atc+,ewl Aywkm Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Upliift (> 1,000#) Horizontal (> 350#) HATCH LEGEND 8" COFFER 8'0" A.F.F. 1. 11'4" A.F.F. IVIdHUU F MartinE y %Z I I SERIAL# 5EF6A5FB3 1812SC781052B44EACE5CA NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) C3 E NOTE: ALL CEILING DROPS BELOW BEAM ARE CL CM 'm -?t- _2 52 BY BUILDER (UNLESS NOTED OTHERWISE) CD =C3 NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN C" 0 OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. .................... . . .... . .. . I-- .. . . .. . .. . . . . . . . .................. ...................................................... FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD cm C' THE LEFT SIDE OF W aREPRESENTS EACH TRUSS DRAWING NOTE- REFER TO UP CONNECTOR CATALOG FOR INSTALLATION DETAILS) W g= C3 =5 JUS24 THD46 A Z� JUS26 J) MSH422 (0) --- THD26 MUS26 C, .2 ZZtz-.= THD28 = E 23 THD26-2 --- 0 THD28-2 N 3 g JUS46 C' 0, OHB B HANGER BY BUILDER OBBB BEAM BY BUILDER CD 0 cal bz LSTA 12 @ TC & BC NOTE: LSTA STRAP INDICATED TO BE USED IN —0 J% C" :: Z Zt LSTA 12 @ TC CONCORDANCE WITH CORNERSET DETAIL Z g a 5 LSTA 12 @ BC 12 -.5 LOADING ROOF FLOOR WIND LOAD Im LIVE LOAD 20 ASCE 7-10 — 0- 0 31: at 10 cz DEAD LOAD 10 160 MPHTEXP B X 0 e 0 LIVE LOAD 10* CATEGORY 11 0 -C3 W -6- =- 00 > 0 DEAD LOAD 7 ENCLOSED z TOTAL LOAD 37 FBC - 2017 DURATION FACTOR 1.25 TPI - 2014 REV DATE BY REMARKS -0 C' C" C' 1 09/16/19 RH ADDED T07 AT FRONT ENTRY A cm cm E Z- -5i C" Z .4 LW Cr >' C' 2 g CIA -C O W3 Cl 43 10— S C. C> C' C, -.g It is understood that above j conditions have been reviewed APPROVED & are acceptable for the fabrication at trusses, ❑ APPROVED AS NOTED -e elevations, pitches, overhangs, REVISE AND RESUBMIT a- fascias,ceiling CL elevations/pitches, bearing ❑ REJECTED C& A conditions & all detail pertaining E E to this truss placement plan. No back charges will be accepted DATE without previous written a& C=..e approval from an A-1 Roof CM CM Trusses representative. REVIEWED BY PLAN DATE ARCH: STRUCT: CD a CD cm CUSTOMER RENAR HOMES cm 0 Er r ED C' JOB NAME CAYMEN 1560 ELEV B1 r= OPTION(S) COVERED LANAI Z W Q C' -7- W61 -0 Cr 3 COMMNTY .!!- C" MORNINGSIDE E. 0 LOT# CD 'E C=" CITY FORT PIERCE =, 8 A; & C C' CO.- COUNTY ST LUCIE, FL C, = cm BLDG GARAGE BLDG 4M TYPE RI # GHT cm CD JOB # 80896 MASTER WRMSCM1560BlL C' A C' DRAWN SCALE DATE 08/20/2019 BK N.T.S. 5 CSa,cr ...................................... . . . ........... .. .................... ...... ................................................ .. ......... ................. .............................. .......... . .... . .. . ........... .............. . . .. ......... as- E = . 'a C" 4! C, 12- >� C3 A CD -1 ROOF Z' C, A FLORIDA CORPORATION __j = Cn Ph 772-409-1010 / Fax 772-409-1015 http.lwww.altruss.com C' S . ............... ... ...