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HomeMy WebLinkAboutPLANSPRODUCT 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 APPROVAL DESIGN PRESSURES HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED 1/4- X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL15225.5 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «>> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6 FROM CORNERS, 17 O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/81' ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. 0 GLASS BLOCK 8"X8"X4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 15-0916.12 +/- 90.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS EQ FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 60.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR IKO INDUSTRIES, LTD. «» PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL1956.3 EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «>> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF (MIN) HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNT, PYI «>> METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA, TAPCONS (1-1/4" MIN. EMBEDMENT) FL12856.2 +/-54.OPSF (MIN) STORM PANELS INDUSTRIES, 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) ri iuerr nun rn=rv_osourr nccrru r.Rm m GROUND SNOW WIND DESIGN SEISMIC f SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP° JICERARRIER UNDERLAYMENT REQUIRED" FLOOD HAZARDS9 AIR FREEZING INDEX' MEAN AWNUAL TEMPT Spybea TopographicDESIGN V�hanog. Frost Wei Termite, LOAD (mph) e6ectO INA) CATEGORY depth WA Sea Fig. R301.2(4) WA Negligible I WA I Very NIA WA WA Heavy For St: 1 pound per square foot = 0.0479 kPa, 1 mile per lam= 0."7 Ms. a. Vileathenng is "neglnle" for concrete as determined from the Vlkelheritg Probability Map [Figure R301.2(3)1. The grade of mawmy units shad be determined from ASTM C34,C55.C62, C 73, C 90. C 129, C 145, C 216 or C 652. b. Reserved. C. Termite infestation per Figure R301.2(6) s "very heavy." ,L VVed speed shad be from the basic wind speed rep [Figure R301.2(4)]. 'Maur exposure category shag be determined an a skespect6c babe in accordance wgh Section R301.2.1 4. e. The outdoce design dry-bulb temperature shag be selected Gom the columns of 9712-percent values for winter from Appendix D ofthe Florida Building Code, Plumbing- Deviations from the Appendix D temperatures shad be permitted to reflect local climates or local weather experience as determined by the budding offal. I. Reserved. g. The applicable governing body shag, by local floodplan flaodpfan nanagemad ordnance. specify (a) the date of the yinam ton's entry into the National Flood Insurance Program (date of adoption of the test code or ordnance for management of good hazard areas), (b) the date(s) of the Food Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other good hazard map adopted by the authority having jurisdiction. as amended. h. ReservedI. Reserved j. Reserved. it. 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 = $353.3 SQ. FT. VENTILATION AREA REQUIRED = 1.918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12' WIDE SOFFIT = 43.1', 8' WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33) + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT, VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SO. IN. / SQ. 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 I have reviewed the above product approval information and approved it. Nape: ! �/ /� S9�/J+re. Z -vv� Certiflcahm Nunber: (), 7.)8(S UId1e:'7/� I r ti 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 COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS DESIGN (SO. FT.) PRESSURE 0 to 19.9 46.1 PSF / -50.0 PSF 20 TO 49.9 44,0 PSF / -47.9 PSF 50 TO 99.9 41.2 PSF / -45.1 PSF 100 TO 499.9 39.2 PSF / -43.1 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS DESIGN (SO. FT.) PRESSURE 0 to 19.9 46.1 PSF / -61.7 PSF 20 TO 49.9 44.0 PSF / -57.5 PSF 50 TO 99.9 41.2 PSF / -52.0 PSF 100 TO 499.9 39.2 PSF / -47.9 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF PROJECT & CODE DATA "PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG: 1 .33 FT ROOF PITCH: 6 112 COMPONENTS AND CLADDING WIND PRESSURES: OPEN PARTIALLY ENCLOSED ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROIANCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON WdN PLAN REVIEW REVISIONS RIVE MASTER PLAN REVISION L 2-3-19 -j in rn •- CV C3 O) a- r9 W N Ui-rnn u `2 _ � "t CO x Q Q V- N �LL a w0co JCOQcN ` r'W) mQLL 11rnU DWI-CR ZOQ�U co z u') O m a- W J W PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38 SQFT TOTAL 2114 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET CVR FILE COPY C4 CEwEp FAR ST' L.UCIE C�LIAI CE socc SCANNED BY St. Lucie Count, 19D3� oya`� PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 gg,-n" 16,-0" U) CONC. 6x6 - 10x10 WWF w SLAB F- OR FIBER MESH a a 0 GRADE ? .� I. I. 8" 1'-4" A DETAIL 1 6'-8" 3'-10" 6'-8" 3'-10" 1'-0" 36"X36'X16" DEEP CONC. FTG. W/ (3) #5 EACH WAY C D \1_1E ------------- 44 r — � o 0 G L —I J I I a , f HB I 1 I a N I G 1 1 1■ 1 0) A � A 00 3'-8" 1 1 F ■ 0 d 1--- -- —------, 00 I RECESS SLAB 1 FOR S-G.D. I 3'1- II 1/2" 11 1 = 0 7 5/8" LAV 1140LAV3 1/2"10'-10 5/8" ISHOWER WCv_j II SINK W/SHWR. 0 -0 DISP. 0 11'-7 5/8"RECESS REFERENCE co SLAB 3 1/2" FORIA FINISH FLOOR 4" 2500 PSI CONC. SLAB W/ °O FIBER MESH, ON 6 MIL. POLY ■ M VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN ■ I FILL. I co INDICATES C.M.U. CELL FILLED H 1 W. I `O °O W/ CONCRETE AND (1) #5 1 M I A VERT. REBAR CONT. FROM I 1 FOOTING TO TIE BEAM (TYPICAL) _ - AC `r - - 1 ■ I • TUB/SHWR WH H, 1 0 I WC i7 ® LAV 1 1 I 1'h ■ 1 r-- I■ ■ 1 1■ COND 0 I 2'-10" 2'-6" w I a I i i 1'-1 5, 8" 0 1 n I w 0 1 A \ I D � 1 D Lo 1 1 ■— ' I I 15-9" 5'-2" I co I I■ I I coI( A ; of I I H B _ 1 1 SLOPE DOWN 1" ro 1 AT GAR. DOOR 0 L--- 1 1 m� I to - 00 B[ 4'-4" , A 1'-4" 1'-4" 20" 16'-0" 20" 12'-4" 6'-4" 19'-4" 38'-0" 2-# 8" BAR DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH CONC. 8" SLAB o 5 2-1S I S BARS '- I- 2'-0" C DETAIL 1 rn CONC. SLAB o GRADE 2-#� 112"(MIN) RAf S I I - BELOW —4 D DETAIL Lo CONC. 1-#5 SLAB BAR 0 4' 8„ � G DETAIL 1 ES 6x6 - 1Ox10 WWF OR FIBER MESH CONC. ,>_0> SLOPE SLAB 2_## _ GRADE BA F DETAIL 5 1 2" FRAME 7 5/8" ((BLOCK)w CONC. d uj SLAB 2-#5 8' 1'-4" BARS /'J_�\ DETAIL - S.G.D. 1 CONC. 8 8 SLAB VARIESt f :::q — d---- ---- w SHOWER RECESS M L DETAIL 1 NOTE: FILL COMPACTED TO 95% OF DENSITY IN 12" LIFTS CONC. —A/C PAD A DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 69'-1" AD = 59'-10" BE = 68'-6" BF = 61'-3" UIMLN51UN5 AHL ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-0" 1-#5 CONC. BAR SLAB —) 8" � w H \ DETAIL , CONC. 2-#5 SLAB -7 BAR �� 4" 4" / K \ DETAIL 1 CONC. w SLABo I H1 DETAIL 1 SHOWER SLAB M � CONCq-4 RECESS AT WALL "-I GRADE 0 BARS]-4� M DETAIL- 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. 3" MIN. 3"MIN.- C' FOOTING & REBAR 1'-0" 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 CONC. SLAB 7 :]co 4=81 G1 DETAIL 1 DEPTH R I ��� "� 3" V.T.R. I �I DETAIL I 2" I �\ LAV I I I LAV I I 2" TUB 3" I 2" W.C. SH WR. 3" 2" SINK L2" V.T.R. I 1 I I I N3" V 2" WASHER 3" CLEAN OUT (J 3" 3" MAIN 1 TO SEWER y 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 EDI MICHAEL C. ANDERSON %1l (q FL. LIC. AR0017305 PLAN REVIEW REVISIONS BUILDING DEPT. COMMENTS 4- -1 MASTER PLAN REVISION 2-3-19 ti ti � q [TQ�)l M �I C J N � wa' w 0 n (� � n w O O N Lo U) rn 04 O 0) W co N UI-rn� N J d1 w U) U)V x cz (nQ o U)' Q LL op s N E J W 0 (o �m0rc.0 Q� SwF ((ooUU' Z0¢�U LL Lo U) Z n O (h a W J W F PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38 SQFT TOTAL 2114 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET LASHEET 100 c I Ln 9,)'-n" 16'-0" 10'-6" 1'-4" 1'-4" _ _ O HDR. HT. HDR. HT. TOP +O6S-8" A.F.F. EGRESS P.C. HDR. ABV. ■ R/S m I — — — — CLG. BOT. + 6'-8" A.F.F. in 15'-8 _"-0" 0 r o 3/4" 15'-0" COVERED PATIO I HB I2'-0" • 8' CLG. 8' CLG. I I I I 8'-0" 4'-0" o —R/S © I MASTER BEDROOM I ■ ■ ■ ■ N 8' CLG. I COFFER I I L — — — --- - — — M 15'-9 1/4" b I 4—J R/S DINING ROOM • — VAULTED CLG. = 10 M.C. t to I N I t 0 cV r N N O +6'-8" 15' 2 1/4" 10'-3" HDR. HT. o HDR. HT. 8' CLG. °I I O 10 ^ I 5 -2" 00 GREAT hOOM =F __--- 0j CATHEDRAL CLG. n co o 0 I RAISED II 0� BARTO II M I II II SINK w/ ■ I I DISP. O1] ■ N I n II Di O to i i KITCHEN � w I II VAULTED CLG. II HDR. HT. N II ■ CN u \ BEDROOM #3 M I 15'-8 1/4" 1 10'-0 1/2" I VAULTED CLG. - I O - I 7'-4 1/2" 00 8' CLG. I I 5 SH. W. SHELF 00 ABV. � 7'-9" 8' CLG. _ I ED- • iv R/S M.T. DRYER o V.T.W. 3 O OD • I 7 O +6'-8" -8" ® S-7 1/2 _ 7'-1 3/4" 18'-3 1/2" II rn HDR. HT. 2'-8" 31 n VAULTED CLG. awolI o¢ o 1 N O M.T. ■ ��x�� 22"x54" ■ AC R/S ---- m ■ 0000 ATTIC ACCESS COND ---� ® ® O HDR. HT. 10'-4" � ABV. o GARAGE. N 8' CLG. o_ �n 6'-0" 1'-8 3'- 3/4"m • CLG. HT. 0 t ■ BEDROOM #2 8"W. ARCH ABV. 8' CLG. SEE ELEV. HB +6'-8" A0 — — — — HDR. HT_ EGRESS O v 11 n ■ ■ ■ ~ a ■ °D ■ FLAT ARCH Y ■ o0 m o ■ ■ ■ ■ 4'-4" SOFFIT ABV. V' w U N � 20" 16'-0" 20" 19'-4" 12'-4" 6'-4" 38'-0" At- FLOOR PLAN 1/4" = 1'-O" DOOR SCHEDULE 0 SIZE PER R.O. SUPERLDG. Q REMARKS 1 3068 W SIDE LIGHTS 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.D. 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 PER R.O. SUPERLDG. Q REMARKS A 35 SH 1 MUNTINS B 25 SH 4 C 4'W. X S-40H. GLASS BLOCK 1 D 1/2 33 SH 1 OBSC. TEMPERED E 64"W.x36"H. EYEBROW (28" LEGS) 1 15 LITE 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 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 I(gIq FL. LIC. AR0017305 F EW REVISIONS RIVE MASTER PLAN REVISION 2-3-19 � q �N�' q �o 0 � C/) W O uo Lo rn •- N o m co W co N U z cn m J -1 (3) 0 J Q � o N -Q W N z wJQ'O� J m O � N J wwFfcoC7 Z O Q U cl) Z M d W J W H PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38 SQFT TOTAL 2114 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 2■0 ATTACH 1-1/2' X 4-1/Y P.T. BUCK TO BLOCK NTH: CONC, OR MASONRY HEAR: 1/43 X 3-3/4' MTAPCONS MULLION. SPACED 4' FROM CORNERS, 3' & 6' B20M MUWIRN. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS 1&94' O.C. MAX DRYWALL BOARD CSW047771OUS FINISH DO" TRIM ERIMEIER CAULKING DOOR 77WM ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: HEAD: 110 X 2-7/2' PFH WOOD SCREWS SPACED 4' FROM CORNERS, 3' & 6' FROM MUWON. JAMBS: Fl PO X 2-1/2- PFH WOOD SCREWS SPACED 4' FROM CORNERS 1&W O.C. MAX. HEAD/JAMB DETAIL (EX BUCK) EXT DOOR CONC OR MASONRY r, ATTACH DOOR FRAME TO BLOCK WITH: WAD. 1/4' X 3-3/4' TAPOONS SPACED 4' FROM CORNERS, 3' & 6' FROM MILLION. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, 18.94' O.C. MAX - 3/4" x 4-112' P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS 0 12- QC (MAX) PERIMETER CAULKING FLOOR COVERING - �CEMENRTIOUS FINISH 0 0 PERIMETER CAULKING - DOOR TRIM PERIMETER CAULKING CONCRE7E SLAB HEAD/JAMB DETAIL (IX BUCK) EXT DOOR DOOR THRESHOLD SET IN BEAD OF CAULK AND FASTENED TO SILL WITH i/4' DIA. X 2-1/4' TAPCONS SPACED 3' FROM CORNERS, Y & 6' FROM MUWON SILL DETAIL EXT DOOR CEMENTITIOUS COATING ON LATH 12 16 12 16 CEMENTITIOUS COATING ON BLOCK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O io 1 - - - CEMENTITIOUS COATING 1E ON BLOCK 3 0 = O Lj REAR ELEVATION ix3 OR lx4 P.T. BUCK SET IN SEALANT AND NAILED W11 1NAILS aSS1Y HARDENED COIMAX CONC OR MASONRY DRYWALL BOARD CALIIONG 'c ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16 x3 1/4- TAPCON SCREWS 0 24 0/C MAX IN PREDRfl1ED HOLES BY MANUFACTURER PERIMETER CAULKING CEM-7NRRO1IS FINISH HEAD DETAIL WIND❑W 1/4" = 1'-O" ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16 x3 1/4- TAPCON SCREWS 0 24- 0/C MAX IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENRROUS FINISH CONC. OR MASONRY 10 OR ix4 A BUCK SET IN SEALANT AND NAILED W/1-lp- CASE HARDENED COIL NAILS AT 12' 0/C. MAX DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W 6" SQ. RAISED / BLOCKS (PROJ. 3/4") W/2" SPACE BTWN.---,, ^ +10'-10" A.F.t. ALUMINUM FRAME SECURE FRAME 70 SILL WITH SILICONE "flo" LPRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL WIND❑W RIDGE HEIGHT +17'-10" A.F. 12 16 CEMENTITIOUS COATING ON LATH U 6'-2" ENTRY TRUSS BRG. �� RAD. - - - -FRYER -- ---- +W-4" A.F.F. WDW. HDR. HT. 6"W. RAISED TRIM (PROJ. 3/4") +10'-4" A.F.F. TOP OF BLOCK +8'-0" A.F.F. WALL PROJECTION AT CO CO ®® tO HALL BATH BEYOND o °' B B � CEMENTITIOUS COATING ONBLOCK ON BLOCK � ,jkTOP OF SLAB - - - - +0 -0 A.F.F. (REF. ELEV.) 14-WH. RAISEDULU BAND (PROJ. RETURN BAND 24" 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) WINDOW SILL FRONT ELEVATION 1/4" = 1'-0" TOP OF BLK. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 12 61 RIGHT SIDE ELEVATION STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY Ix P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 24- O/C - DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4' (MIN) TAPCONS AT 24' 0/C MAX IN PREORILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) CEMENTITIOUS COATING ON BLOCK 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED - - -TOP OF BLK. +8'-0" A.F.F. -ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER - ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. 1/4" = 1'-0" DOOR FRAME FASTEN TO SILL W/ 16 x 1' SCREWS 0 2'-0' 0/C d0" 000 O� GROUT BED CpVCRETE SLAB SILL DETAIL (SGD) � A Q 00 3= O I p 3:o LEFT SIDE ELEVATION NOTES: 1/4" = l'-O" 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). WINDOW PRESSURE CHART 160 MPH TAG PRESSURES ZONE SgFt OA +27.7 / -30.0 4 0-19.9 OB +26.4 / -28.0 4 20-49.9 O +24.7 / -27.0 4 50-99.9 OD +23.5 / -25.0 4 100-499.9 OE +27.7 / -37.0 5 0-19.9 OF +26.4 / -34.0 5 20-49.9 O +24.7 / -31.0 5 50-99.9 O +23.5 / -28.0 5 100-499.9 O +23.5 / -25.7 INT. 112 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) - TOP OF A.F.F.+B'-0" A.F. - - TOP OF SLAB _ +0'-0" A.F.F. (REF. ELEV.) ❑A TOP OF BLK TOP OF SLAB _ +0'-0" A.F.F. (REF. ELEV.) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS BUILDING DEPT. COMMENTS 4-8-19 MASTER PLAN REVISION 2-3-19 c q Q Q) co q >F w o W 0.'Qj W �- N 0 rn .- co W N UI--rnF� 0 J M o W -QW00 N J of 0 Cfl J m O 0 N J L) W a.W COU ZOQrU OE U) H W LO O M Li W J W H PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38 SQFT TOTAL 2114 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 3.0 (2) HETA20 1'-4" - OH im 1'-4" - OH (2) HETA20 I .0 B-5 0 I I 8' FL CLG. I C FER LG. I (2) HETA20 -7 8' FLAT CLG. L—--------J I II Hi - I I I 8' FLAT CLG. VAULTED CLG. II II VAULTED CLG. CATHEDRAL CLG. 8' FLAT CLG. I Li 8' FLAT CLG. n VAULTED CLG. 8' FLAT CLG_ (2)2x i i x 22"x54" ATTIC ACCESS 8' FLAT CLG. 2X4 @16"O.C. KNEEWALL TOP 11 -4 A.F.F. TRUSS GIRDER 16 O.H. — — — — i 6' — 16 H. N = 1 Lp — o = 6-k I B-2 P.C. HDR. BOT. +6'-8" AFF L2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 7 ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U_N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) PRECAST HEADER SCHEDULE B -- x_1 LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-18/1T 950 PLF 404 PLF B-2 70" 8F8-1B/1T 1459 PLF 1272 PLF B-3 42" 8F8-1B/1T 3166 PLF 2165 PLF B-4 90" 8F8-18/1T 1029 PLF 959 PLF B-5 54" 8F16-1B/1T 6039 PLF 2507 PLF B-6 70" 8F16-1B/1T 1459 PLF 1272 PLF B-7 112" 8F16-1B/1T 1818 PLF 980 PLF B-8 64" 8F16-1B/1T 5365 PLF 2290 PLF B-9 112" 8F16-18/1T 1843 PLF 1133 PLF B-10 208" 8F76-1B/2T 950 PLF 500 PLF B-9 (2) HETA20 8F8-1B TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8E16-lB/lT NOMINAL WIDTH QUANTITY OF #5 B - 5-1 NOMINAL HEIGHT REBAR AT TOP -1 •-4" OH OH (2) HETA20 FRAMING PLAN 1/4" = 1'-0" 8F16-lB CIE I 1 .., #5 REBARAT TOP —MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. L I #5 REBAR AT BOTTOM u OF LINTEL CAVITY 7-5/8'ACTU 8' NOMINAL WIDTH 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'-O" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3. AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS V-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 3 /lf 6/�f FL. LIC. AR0017305 F EW IRIVE MASTER PLAN REVISION 2-3-19 ti 4�� :�'N� W O � q qN N r, Q ~ O LO (n a1 N O 0) W O N U 1- rn n w J V czs < Q Cl " � CD 04 C1 J W O (D ^" Jm0�CV J �. W I_(ODU` Z0 it LO z (V O c~M d W J W H PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38SQFT TOTAL 2114 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 4mO I I I I EXH FAN 1 \ PREWIRE I \ I - \\ I S.D. L - - „ --- - O EXH. FAN PREWIRE \� 1 I S.D.G) o 1 L C.M�D. S.D.O C.MjO • � D. S.D. I I I I I PRE TORE I I ,I /I I I i / / I / I I I -7-7 1 GFI I COACH LTS. PREWIRE II u Il ;INK WY )ISP. I AC \ WP GFI GFI � WH� \ � / � DISC. \ I � 122"x54" x i I y ATTIC ACCESS - W/ PULL CHAIN LIGHT ABV. 11 I GFI GARAGE OPENER DOOR ELEC. PREWIRE PANEL - - - - I I I I I I I I I / FEEDER 120/240V-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22,000 INT A/C 65,000 CIRCUIT NO. CIRCUIT ID BRK AMP WIRE SIZE A PHASE A PHASE WIRE SIZE BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 8 40 RANGE 6 7 DRYER 30 10 • • 8 40 RANGE 8 9 REFRIDG 20 12 12 20 WASHER 10 11 KITCHEN 20 12 12 20 BATH GFI 12 13 KITCHEN 20 12 14 15 BEDROOM ARC 14 15 H-W 30 10 • • 14 15 BEDROOM ARC 16 17 H-W 30 10 • 14 15 GENERAL LITE 18 19 SPACE • • 14 15 BEDROOM ARC 20 21 GENERAL UTE 15 14 14 15 WP/GARAGE GA 22 23 DISHWASHER 20 12 14 15 GARAGE DOOR 24 25 • • 14 15 GENERAL UTE 26 27 • • 14 15 GENERAL LITE 28 29 • • 30 31 • • 32 33 • • 34 35 • • 36 37 • • 38 39 • • 40 41 • • 42 ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISPOSAL DRYER SUBTOTAL OUTLET FOR FIRST 10 kVA AT 100% MICROWAVE REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AC AT 40% TOTAL 22,900 VA DIVIDED BY 240 V POOL SUB PANEL TOTAL USE 150 AMP SERVICE EXTENT OF AREA COND FOR VINYL OR TILE PER CONTRACT METER COACH LTS. PREWIRE 4.7 kVA 3.0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 kVA 5.0 kVA 32.2 kVA 10.00 kVA 8.9 kVA 18.9 kVA 4.00 kVA ELECTRICAL PLAN 1/4" = l'-0" 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 150 M.C.B. 2" RIGID O.H. SERVICE F.P.L. 0 METER i_ 22.9 kVA NO. 4 CU. WIRE-Z - 95.4 A TO UFER GRND. 30.0 A 125.4 A SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFl CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPUANCES 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 DWELUNG UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPUCABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE \Oj RECESSED LIGHT K� WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE LLE�II IZ1 WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS I/ \\(� CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) (l J WALL MTD, SMOKE DETECTOR O CEILING MTD, SMOKE DETECTOR O• CEILING MTD. CARBON MONOXI➢E DETECTOR -CCRY CHIMES CHIMES PUSH BUTTON TELEPHONE JACK 7V CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DE➢ICATED 220 V. OUTLET ❑ 110 V. JUNCTION BOX �- SWITCH @ 42' A.F.F. 9__ RHEOSTAT SWITCH @ 42' A.F.F. TP O TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION �O ELECTRICAL DISCONNECT <mm CAT6 OUTLET MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS RIVE MASTER PLAN REVISION 2-3-19 ti o � qrn �W �NcyD 0 F4q ti Lo Lo rn (V o m co W co N UH-05 J M x co Q LL N LL J M mQL- rnU 0 zOQ�U r` Lr_�~co Lu Z (7 Cl W J W M- PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38 SQFT TOTAL 2114 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 5m0 R-30 INSULATION NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) 12 ARCHITECTURAL FIBERGLASS SHINGLES OVER PER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING ELEV. AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP ® EACH TRUSS REFE TO / PER ROOF O.H. PLANCONNECTOR SCHED. TYP 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: 1x4 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) 4" 2500 PSI CONC. SLAB W/ 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 - MARBLE SILL 1/2" DRYWALL ON 1x2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - PRE-ENGINEERED ROOF TRUSS - CONCRETE "U' BLOCK TIE -BEAM TOP COURE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL _-TOP_OF_BLOCK T REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT ----����}}}}WW--DW. HDR HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) _0 -0" _ Y TOP OF SLAB FINAL GRADE I�-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 ® 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS `ALUM_ NAILS 0.12 DIA :E P N SHANK 3/8" DIA HEAD LONG ® 6" O.C. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT 1N-144 N.T.S. r =_- _ --- II II II I II I I I I I I I I I I I I I I I I I I - ----- EXTERIOR FRAME WALL TO LINTEL 2x4 STUDS ® SPACING PER PLANS VERTICAL FILLED CELL W/ 1 CONC. BLOCK -#5 BAR (2) 16d WALL P 1 9' n r. (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 CONC. BLOCK WALL CONNECTION REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLTFT (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. F-2x6 P.T. FROM BOT. OF NAIL) AI IZ U.L. NUM. IV l.Lb. LING co EQUAL EQUAL !x6 '.T. 1/2- DIA L-BOLT 2x, N (8" LONG) W/ 2- P.- • WASHER AT 32" O.C. MAX. N M GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL `(2) 1Od 0 6" O.C. 3 1 /4" DETAIL AT 90" CORNER GROUT SOLID AT TOP OF CELL -� SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL SAWCUT APPROX. 4"W. X 24H. OPENING IN WALL 25" MIN. LAP OF REBARS STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC_ BURST PER FBCR 2017 (6TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT. FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f'm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/4" MIN. HOLE DEPTH 5/8" 7/8" 6" 3/4 1 7„ 7/8" 1 1/8" 8„ AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R&OVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT. NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 0 z m 3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE �D I TOP OF 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 IG:�Q�NI�1"i o �' W 3/4' DIA. X 6" DEEP HOLE FOR 2Ew #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 O 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 II B. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O_C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/B" 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 OROOF EDGE O y�A Oj I O -ROOF O I EDGE - - - - - -- O10 RIDGE 4' O 1 2 2ur O 11 1O ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 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 MICHAEL C. ANDERSON PLAN REVIEW REVISIONS RIVE MASTER PLAN REVISION 2-3-19 to Lo rn N o 0) W N U1­-rnti 0 ( (h Q co LL 0 J it C:)J In 00 w►i N w ` U- �['WJ Z U Nw Z O Q r- U w III cl) Z cq O M d W J W H PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38 SQFT TOTAL 2114 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 6mO PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EC FL. LIC. AR0017305 PLAN REVIEW REVISIONS PRE—ENGINEERED ROOF TRUSS 8" X B" X 16"— CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ►A 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 ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL 36" ABOVE ADJACENT FLOOR 5x5xr WELDED FLANGE 1" 1" 3" 0 x 1/4" STEEL PIPE ®" TAPCON TYP.4 5x5xj" WELDED FLANGE 1 5" BOLLARD DETAIL (4) 10d NAILS�12 " 6 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" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1—#5 z z O ~ J Zw� TOP OF LOWER BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK 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 BLOC. PER PLAN Y v- 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" O.C. 1/2" EXT. GYP. BD. SIMPSON HUS24 EACH JOIST/ LEDGER BD. CONN. TOP OF HIGHER BLOCK WALL II #5 BAR DOWEL II W/ STD. 90' HOOK I I! CONC. BLOCK WALL it VERTICAL FILLED it 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.TRUSSESAT LOCATIONS WHERE VALLEY FDOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" D.S.B. SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JDINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSH STRIP & ® JAMB HEAD LO (ONLY) SPECIFICATIONS STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) PANEL ANCHORS 8" X 8" X 4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR CII I I nCAnnKl GLASS BLOCK UNITS: 8" X B" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT —WELDED CROSS MARES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT 11. 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 MATH 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 SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON C�p RIVE MASTER PLAN REVISION 2-3-19 W 0 aNcy) cowo Fiq C 0 ul Lo r rn r (y o w co N ct� j CD �cl) co)Q s W Q w co � LL C) W C) (D J O N z O�wwmCD ZUUQtiU � uj in z O � c+) 0- w J w H PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38 SQFT TOTAL 2114 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 FIN CORNER CORNER FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE FLASI TAPE WINDOW TOP —NAILING WINDOW B( SILL FLA SIL ------------ 1. CUT THE WATER RESITIVE BARRIER (1C) I ATER RESISTIVE BARRIER I I , --IST CUT f I �- T-- TH CUT, S3RDUT MAKE A 6" CUT I FROM EACH TOP UP C 1 I + UTI I CORNER AT A 450 1 I 1 ANGLE TO ALLOW THE WATER BARRIER TO 1 I ��450 I BE LAPPED OVER THE 1 j j I FIN AT THE HEAD OF I , <-2ND->I I THE WINDOW. 1- I _ CUT I( I L- - - - - - - - - - - - - 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 (XZ" FROM EACH SIDE OF CORNER) (11F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1 DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (IG). 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. 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) ri ROOF SHEATHING 2x4 BLKG. ® 48" O.C. — ALUMINUM DRIP EDGE AND FASCIA (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT-L.) TRUSS SETBACK PER FRMG. PLAN ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP / ® EACH TRUSS PER FRMG. PLAN --------- 8x8 U-BLOCK TIE -BEAM FlLLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN NAIL (2) 16d EACH SIDE 2x4 BLKG. ® 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 @ HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' O.C. PRE-ENG, TRUSSES AT 24' O.C. 2x4 45' CROSS BRACING AT 4'-0' O.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' D.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN Y 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE PLYWD, DECKING 2x4 BLKG. @ 48' D.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 1/2' PLYWD. SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. GABLE END TRUSS / NOTE: )I( HOLD FACE OF GABLE END \ TRUSS IN 3/4' BEYOND BLK. \ FOR CEMENTITIOUS FINISH \ \ \ \ )K HOLD FACE OF GABLE END \ \ TRUSS OUT 1/4' BEYOND BLK. \ \ FOR SIDING FINISH \ \ \ SIMPSON HETA20 AT EACH TRUSS \ VERT WEB MEMBER (24' D.C. MAX) \ 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT CEMENTITIOUS FINISH 2x6 P.T. PLATE CONT, W/ 5/8' DIA. ANCHOR BOLTS @ 32' D.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' D.C. GABLE END SECTION X-X SCALE: NITS 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 RIVE MASTER PLAN REVISION 2-3-19 0 Lo W N o 0) co W w N y JUF-onti --I o U) -Q WOOLL N J m O n N _I r 1-(O0 rr W ZOQ�U `o O n = M a W J W I - PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38 SQFT TOTAL 2114 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 6m2 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW OPEN TO FAMILY RM. BEYOND BAR TOP KITCHEN nNOTSTIM M. FILLER FILLER' RNG NOTES: 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F. KIT. AT RNG. WALL MTD. LT. W.C. FILLER BATH 30" ( I � RAD. Q OPEN oo I TO 1 0 HALL CO 0 O F- HALL ARCH 2 CER. TILE OPEN TO BEYOND SINK - -0 KIT. AT SINK/DW WALL MTD. LT. MIRROR M.C. q FILLER //FILLER LAV LAV 0 0 0 0 VB42 VB42 M. BATH VANITY rn n 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD TRIM NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS Ld AT 16, 0. C. Q Of 1 /2" DRYWALL 0 o' 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 MICHAEL C. ANDERSON RIVE MASTER PLAN REVISION 2-3-19 Lo Lo rn r N o rn N W � U rn t Ict� J US A <x x Q u- N LL QJ mO� � Oo'� N �WF-:(D Q U Z O ti it Lo co Z N O r 2 M a w J w F- PROJECT NO. 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 38 SQFT TOTAL 2114 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 7wO PLANS DESIGNED TO MI -ET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 FILE COPY 1R/A I I 6X6 FAN NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. I AC-1 EQUIPMENT SCHEDULE CARRIER 3 TON C.U. - CH.140#0036006 A.H.U.- FiO4CN F042L HEAT - 05 KW 7 COOLING CAP. - 34,2W /py� HEAT CAP. - 33,AOO ELECT - 208-230"2 0,RKR Cl/- 35 AHU-30 REF. LINES- JI/4 & 3/8' nS.EE.R. -,14.0 SINK w/ HSPF - 8.20 o DISP. 10X10 0 I 53 Cm 0 10X10 II Tm II o II u it I 7• q'i Cm e" I w. OR T WALL tOX10 I 440 D. 4" I RFC A [? G O 2X12 8X6 REF. LINES R/A 28 CFM RUN \ / 2"X54" \ AC A Ti1C ACCESS — we ,q°l." AIR HANDLrER DETAIL. HVAC PLAN 1/4" - 1'-0" ■ MWIAN BMP CLIP 2X4 GALV. CLIPS FLA PRODUCT APPM FL14239 KTA Preferred A/C & Mechmnlcikl, Inc. 1643 Donna Road West Palm Beach. Florida 33409 pa 16( P1 3- '/-/y MICHAEL C. ANDERSON. ARCHITECT OF RECORD FL LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE. FL 34953 (772)418-2118 PLANS DESIGNED 70 MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (67H EDITIO1 MICHAEL C. ANDERSON SCANNED BY St. Lucie County v1-7 Z�?%7 FL LIC. AR0017305 LO LO Cfl r CV 0 W CV ct J � W. ` J r nw] LL. m CO CU7 ZUO�nU ti IT! `O�O M W J I- i PROJECT l� SHEET 0 1 1' 4" TYPICAL END DETAIL L 1 \� m �+ I 1' 411 i J TYPICAL END DETAIL M RM �3 It 991 n11 161 (y FILE CO HATCH LEGEND 8" COFFER w 8' 0" A.F.F. E-7] 11' 4" A.F.F. Tombo III ., 2783.65 It2 FASCIA 261 n ��°,d'ti,�► •.� :.•'° HIP LINE 132 It VALLEY LINE 31 h T7 {{(� ERIAL ft "SNF.EFING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT WaUDED ' 4d36b989999e20a51 b€cde8e emR m ve- CALCULATIONS • NOTE: ALL TRUSS TO WALL AIVVIuR TRub I u LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) " NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO OW TRUSS I.D. AND TRUSS LOCATION ONLY. t.. BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD I „ of REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING A ...... .............. JUS24 Q THD46 Bj JUS26 j) MSH422 ©: THD26 _ ® MU526 © THD28 OL O THD26-2 ® THD28-2 ON JUS46 HBB HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD ® LIVE LOAD 20 ASCE 7-10 iL 00 c=� DEAD LOAD 10 160 MPH EXP B LIVE LOAD 10* CATEGORY II F m DEAD LOAD 7 ENCLOSED TOTAL LOAD 37 FBC - 2014 DURATION FACTOR 1.25 1.00 TPI-2007 REV DATE BY REMARKS It is understood that above ❑ APPROVED conditions have been reviewed & are acceptable for the APPROVED A5 NOTED fabrication at trusses, elevations, pitches, overhangs, REVISE AND RESUBMIT fascias,ceiling elevations/pitches, bearing ❑ REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY PLAN DATE ARCH: 2-3-19 STRUCT: CUSTOMER RENAR HOMES JOB NAME CAYMAN 1560 ELEVATION B1 GARAGE L LOCATION COMMNTY MORNINGS1DEI LOT 120 / LOT # BLDG SINGLE FAMILY BLG TYPE JOB # 73328 MASTER WRMS1560BIL DRAWN SCALE DATE 2-13-2019 BK N.TS SCANNED BY St. Lucie County rya 7 Awl ROOF _ Aid#I�I� Y R U S S E 53 A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 http.Ilwww. a I truss. com E � m m a e = v = o U] N v e— > a: a ca.g •o rnm = e. o s e p o e m N _ e e •a o e N o` .- a -e ^ _ Sw 6 e 3 E a i. t - e Ft o Z s'°"mL Ev o 60 eE N a v •g C e 0 o E E c c a m e d V d, L O I� ' _ ii C CC U a e e N a N - v n. 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