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PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: 9305 PORTSIDE DRIVE, FT. PIERCE, FLORIDA 34945 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) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 118" 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. Qc 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) QQ WINDOW 185 SH MI WINDOWS AND DOORS 118" 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) 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) FQ 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) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH ASPHALT SHINGLES CAMBRIDGEAR TAMKO BUILDING «» TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" FL18355.1 PRODUCTS, INC. ABOVE BUTT 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 & COUNTRY «>> METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 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 R3012(t) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP` ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDSs AIR FREEZING INDEX MEAN ANNUAL TEMP Speedo Tap-, phlc Weathering' Fmsl li mb Termite` LOAD (Mph) eflectsx INA) CATEGORY g1 WA See Fig. R301.2(4) N/A Negligible N/A Very N/A Heavy For SI: i pound per square fool = 0.0479 kPa, 1 mile per hour =0.447 Ms. a. Weathering is-negiible" for concrete as determined from the Weatheong Probability Map (Figure R301.2(3)]. The grade of masonry, units shall be determined from ASTM C 34, C 56, C 62, C 73, C 90. C 129, C M. C 216 or C 652. b. Reserved. c Termtie infestation per Figure R3012(6) is'very heavy' d. Wind sPeed shall be fiom the basic wind speed map ]Figure R301.2(4)]. Wind exposure category shut be determined on a site c basis in accordance with Section R301.2.1 A. e. The oultlooe design dry-bulb temperature shall be selected from the columns of 97 1a-Penxalt values for writer from Appendix D mthe 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 goodplam management ordinance, specify (a) the dale 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 dates) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, er other good hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. i- Reserved. 1. 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 = 2,353.3 SO. FT. VENTILATION AREA REWIRED = 2,343.0 SQ. FT. / 150 (F.B.C. R606.2) = 15.62 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 SO. IN. / SO. FT. VENTILATION PROVIDM.. SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SO. IN. / SQ, FT. X i SQ. FT / 144 SQ. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: Signaitre: �N t CertiBcalon Number: 14-4 0 0 17307 Date: /ZP R I ! CL 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 (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.7 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.9 PSF 500 AND ABOVE 20.6 PSF / -22.9 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 / -34.5 PSF 50 TO 99.9 24.7 PSF / -31.2 PSF 100 TO 499.9 23.5 PSF / -28.7 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED 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' FRAME X OPEN PARTIALLY ENCLOSED OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X 170 MPH MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROMNCETOWN LANE, PORT ST. LUCIE, FL )4953 (772)418-2118 MICHAEL C. ANDERSON 2,0 � 8 FILE COPY PLAN REVIEW MASTER PLAN REVISION 8-7-18 / ti O O Q) � ~ q W O C CIO O N In to rn r N O to r (fl W (0 N U_rnr -3M X � a Cl)< � GO LL �- C) -j c) J -j N J r Z LL m < rn U �W(0 U O < pr4 Z ^ Ix u) U) Z 04 O (� a W J w PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET CVR PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 1 I• 23'-8" SLAB *-L� 2- BA S g" 1' 14'-4" A� ncrAn m 23'-0 3/8" 14'-11 5/8" 24"X24'X16" DEEP 1'-0" CONC. FTG. W/ 3 #5 EACH WAY ■ ■ ■ ■ I J G L O I 7'-0" 6'-10" 5'-2" 4 -8" uj o G � I G 1 � C D I ' --------- - - ----, 2'-8" 0 8'-0" o I � A I E I F N A ' 1 1 ■ h HB _ L---------------- 11 3 l 1/2-1'-8- 2'-6- N RECESS SLAB 7 5/8" \ FOR S.G.D. ■ — — 0 ' I ao I 1 h M 00 0 LAV LAV I 14- t 1 I ■ ■ \ c I rn 0 M n o II I I+ rn I INDICATES C.M.U. CELL FILLED W/ CONCRETE AND (1) #5 VERT. REBAR CONT. FROM FOOTING I 00 °' TO TIE BEAM (TYPICAL) I 1 iD WC II SHWR. I ■ 1 9'-4 1 /8" ■ I 3 1/2- S FOR SLAB 3 1 /2" 10'-7 5/8" i 00 I SHOWER 1 o 10 10 II SINK W/ ■ I II DISP. I ■ 0 I 0'-0" II 1 A II REFERENCE o I ■ FINISH FLOOR h "' I I ■ ■ I w I 0 I 4" 2500 PSI CONC. SLAB W/ I A - I FIBER MESH, ON 6 MIL. POLY 1 1 N o VAPOR BARRIER OVER TERMITE in TREATED COMPACTED CLEAN I Lo ■ I FILL. 1 I p I I■ I FI1 � W- 0 I ■ 1 M � of — d- � TUB/SHWR ■ H1 1 WH o WC B1 1 I 7'-11 7/ " iv LAVwAJm 1 ® 1 I h — I [21-8- I I uj I COND I h 1'-1 5, 8" 2'-2 1/2" I a I i � I 00 0 � A I c° I� D I I D d m 1 T_ ■ I n ■ ■ 1 I N I I I I G� I 1 I• ' i A 1 i� DOWN " I I ' I I i� F ATOGAR. DOORPE m I co 1 I M 1 1 ;� 0 1 1 I- - - - - - - �- - - - - - - - - - - B3'-7" A 5'-2" 20" 16'-O" 20" 12'-4" 6'-4" 19'-4" 38'-0" U) 6x6 - 10x10 WWF w OR FIBER MESH (if a > o GRADE i- —�—� i 2-# 8„ BAR -4" B DETAIL 1 :ONC. k/C PAD V) CONC. w SLAB o GRADE 2-# 1 12"(MIN) BA is BELOW 8"1'-4 D DETAIL 1 CONC. 1-#5 SLAB BAR _41- 4'8" �� G DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC. 8" SLAB - VARIES `t # -' - / 0 5 BARS `� S 2,-0""fi C DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH CONC. D" SLOPE SLAB 2-# _ GRADE BARS 1'-4" F DETAIL 1 5 1/2" FRAME 7 5/8" ((BLOCK) u, CONC. SLAB M > I 2 #5 1'-4" BARS \ DETAIL - S.G.D. 1 SLLAB' 8" VARIES 8" SHOWER RECESS M L DETAIL 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0" A = 58'-9' BD = 64'-6' BF = 68'-6" UIMENSIUNS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1/4" = 1'-0" 1-#5 CONC. BAR SLAB Z-IV cn 8„ / H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR � o V-4„ 4" 4" K DETAIL 1 cli SHOWER CONC. SLAB RECESS AT WALL GRADE 2- {� BARS_4,�� M DETAIL' 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN . 3" M DETAIL C FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 1 3" V.T.R. I I I I I I I I 1 1 I I 1 I 1 I I 1 I I I 3" I W.C. 2" TUB/ SH WR. cn CONC- w Ir SLAB T ,I, Hi DETAIL 1 CONC. SLAB --7100 4„ I i 8"1 G1 DETAIL 1 2" LAV , 3- 2" t TUB/ SH WR. 2 V.T.R. SINK J�2" I I \3" I I I 2" WASHER 3" V.T.R- .r I r- I I 1 I I LA I I I 3" 1 1 W.C. I i TO SEWER y OR SEPTIC TANK SCHEMATIC PLUMBING RISER I 1 3" I I 3" MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT SL LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EC CLEAN OUT 3" MAIN MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-7-18 ti O W co q � � W O Qrq Q W Q Lo Lo rn C)W P (9 w co N J J � X w QL4LN 0 ]^J�0 �1 LL 1 CD CD— J m -j win w,mc� Z0Q"U t` uul0Z O � M d w J w I — PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET L 1mO 0 I I N I it 0 I Lo f:f7 0 +6'-8" HDR. HT. HDR. HT. O HDR. HT. C O o04 Lo E I HDR. `o HT. 0 I N 23'-8" 14'-4" 23'-0 3/8" 14'-11 5/8" C.B. COLS.- 1'-4" 1'—¢,. TOP + 6'-8" A.F.F.NJ ■ P.C. HDR. ABV. • BOT. + 6'-8" A.F.F. 14'-2" LANAI I 8'-0" CLG. CONC. SLAB HDR. HT. 3'-8" I R/S O c I 8' CLG. _8'-O"_CLG. 8'-8" CLG. -I ■ ■ ■ ■ O I I I _ _9'-01, _ I O 13'-7 1 /2" I 14'-1 1/4" R/S 10 ■ 0 g I N I MASTER BEDROOA COFFER K2EEWA�4 FAMILY ROOM 8' CLG. ® VAULTED CLG. ■ - 2'-9 1 /2" 2'- —42' H. `o I N 2'-O" I WALL ■ 8' CLG N I P.T. 2-2X4Z L — - — _ _ — — — TYP CURB L.J04 N ■ 0 Lo aLo ■ I I '-O' 10 " I 4'-1 1/4" 3' 0' 5' 0" 3 _ 5'-7" 11'-4" ---- 2 -3 1 /2" I RAISED I I BARTOP DEN/BEDROOM #4 BARTOP SINK W/ I I ■ VAULTED CLG. o DISP. I ■ �i LIVING ROOM -coI I o CATHEDRAL CL j j KITCHEN I. II VAULTED CLG. II O ® 3 N I o \ ■ I R/S cq co S ® R/Lo r' I I I z I ■ N ■ BREAK FAST I =� -5 VAULTEM CLG. 5 7 3/4" 5-4 1/4" p UZ 15-� 1 /4" I <CL 9'-6 1 2" 0 I 5 11 ■ BEDROOM #3 N I \ 4'-4" N VAULTED CLG. DINING ROOM 8 CLG. 04 CATHEDRAL CLG. j 5 SH. W. I N ■ ® I 8'-0" LF 8' CLG. N AC 1 D. I - M.T. , C�"® 1"1/2O 0 0 3 0 ■ 7'8 3'-7 7'-1 3/4" 18'-3 1 /2" 31" IN VAULTED CLG. ■ 2'-8" U Z II af a M I aO 2X4 \ a o n- O KNEEWALL i� M.T. TOP +12'-11" A.F.F. m _ �I 9 iv R S — — I _ I 22"x54" ■ ® b +12'-11" FACE OF GABLE END TRUSS ABV. x \ I ATTIC ACCESS — — — 8 CLG. HT.ED GARAGE 2X4 KNEEW L- OP BOX OUT BETWEEN 8' CLG. +12'-11" AA-.F. TRUSSES A -V. GARAGE R OF ■ 6'-0" 1'- 3'- 3 4 ■ FACE OF GABLE END ■ 16"W O ARC1 -6" TRUSS'" ■ ABV. ABOVE BEDROOM #2 o 8' CLG. I 0 +6'-8" O A 10 HDR. HT. ■ ■ ■ ■ ■ ■ ■ ■ 6'-2" 20" 16'-0" 20„ 19'-4" 12'-4" 6'-4" 38'-0" 0 I 0 1 0 0 O +6'-8" Lo HDR. HT. SHELF ABV. DRYER V.T.W. DOOR SCHEDULE 0 SIZE PER R.O. SUPER. 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 4 2868 7 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2468 POCKET 1 INT. DOOR 7 2668 BIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR 11 2868 POCKET 1 INT. DOOR WINDOW SCHEDULE 0 SIZE PER BLDG. R.O. SUPER. Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 2 C 4'W. X 3'-4"H. GLASS BLOCK 1 D 33 SH 1 E 1/2 33 SH 1 OBSC. TEMPERED F 35 SH 1 G 3'-0 "W. X 3'-6"H. FIXED GLASS W/ 2'-10"H. LEGS 1 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. COND -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'-O' UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE io TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1/4" = 1'-0" 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 C� 2ll�llg FL. LIC. AR0017305 F EW REVISIONS MASTER PLAN REVISION 8-7-18 ti O � � �CYD I o C) o N Lo Ln CD m W N _j o' - rn Q 00 LL 0 J C) co n, J m Q rc.-O _N W m Q LL co') U wW0 Z O Q p U Lo V) Z � d W W H PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 2mO ATTACH 1-1/Y X 4-1/2' P.T. BUCK TO BL07( W1H: CONK OR MASONRY HEM 1/4' X 3-3/4" TAPCONS SPACED 4' FROM COMERS. S & 6' FROM MULLION. JAMBS: 1/4' X 3-3/47 TAPCONS SPACED 4' FROM COM U M 1&W D.C. MAX. 'YWALL BOARD CEMEN717 S FINISH DOOR E1WEIER CAULKING ATTACH DOOR FRAME TO 2X P.T. B IN OOC1R 7tW1 HEAD: i10 X 2-1/Y PFH WOOD SOEWS SPACED 4' FROM CORNERS. 3' & G FROM MULLION. JAMBS: j10 X 2-1/2' PFH MOOD SCREWS SPACED 4' FROM CORNERS. OC MAX. HEAD/JAMB DETAIL (2X BUCK) EXT DOOR 3/4' x 4-1/2' P.T. BUCK SET IN GONG OR MASONRY SEALANT AND SECURED W/ CASE HARD NMRS O 1Y OC (MAX) PERNE7ER CAULKING _ FLOOR COMFRING—� BBYW LL BOARD Q aQ. r,WlfIM FAM91 DOOR " 80 �>R caHXHWPc Da" ATTACK DOOR FRAME m BLOCK OATH oast 1RMN HEM. 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, 3' & 6' FROM MUUJON. OA G` JAMBS: 1/4' X 3-3/4" TAPCONS SPACED 4" CON100F SLAB — FROM COMERS, 1&W O.C. MAX. HEAD/JAMB DETAIL OX BUCK) EXT DOOR P.T. (2) 2X4 BUCK - CONNECTTO BLOCK W/ AIM" x 3' TAPCONS (1 1/4" MIN. EMBEDMENT INTO BLOCK) — PRECAST UNTEL AT TOP BLOCK COURSE TOP OF BLOCK WALL DOOR 1HIESHO.D SET IN BEAD OF CAULK AND FASTENED TO SILL OATH 1/4' OA X 2-1/4' TAPCONS SPACED 3' FROM COWERS" Y & V FROM MULLION SILL DETAIL EXT DOOR E.J. CEMENTITIOUS COATING ON LATH REAR ELEVATION 2x4 VERT. AT FA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END TOE NAILED W/(2)- 10d AT BUCK 2x4 SOLID BLOCKING (FULL WROTH OF WALL) BTWN. PLYWLD. ARCH FACES W/ (3) 10d NAILS THRU O.S.& INTO EA 2x4 P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ a(a x 3" TAPCONS (1 1/4' MIN. 2X4 VERT. BRACES EMBEDMENT INTO BLOCK) e 1/2" OUX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4' O.C. PROVIDE ifs x 3' TAPCON 0 2x4 SOLID BLOMING (FULL 1/4' MIN. EMBEDMENT INTO WIDTH OF WALL) BTWN. PLYWO. BLOCK) AT EA. SIDE BUCK-0) ARCH FACES W/ (3) 10d NAILS WITHIN 4' MIN. TAPCON OF TNRU O.S.B. INTO EA. 2x4 START OF ARCH — BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. 1' 3' CONNECT W/ 8d NAILS x BCK SECTION A —A COUNNTNUOIS RIDGE HEIGHT +17'-10" A.F.F. 6"W. RAISED TRIM (PROJ. 3/4") TOP_OF_BLOCK_JV_ +8 -:O" A.F.F. TOP OF BLK. 00 3El _ I o �o TOP OF SLAB 12------------------------------ —+0-- — — — — — — — — — — — — — — — — — — — — — — — — — —'-0" A.FOF — .F. — 16 (REF. ELEV.) LEFT SIDE ELEVATION TOP OF BLK. CEMENTIT10US COATING ON BLOCK 00 I 1 /4" = 1'—O" 1/Y CDX PLYWOOD p-A PANEL (BOTH SIDES) ////F NAILED TO BUCK W/ 8d NAILS AT 4' O.C. PRECAST UNTEL AT TOP BLOCK COURSE BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS ARCH OPNG. LINE OF RECTANGULAR ROUGH OPENING ARCH IN MASONRY OPNG. DETAIL 6"W. RAISED TRIM (PROJ. 3/4") TRUSS BRNG. ® ENTRY +12'-11" A.F.F. TOP OF WINDOW AT 12'-6" A.F.F. .F.OP OF SLAB —_ ------ -- +0'-O" AF. (REF. ELEV.) NOTES: 1. HOLD ALL WOOD FASCIA/SOFFIT 3/4" ABOVE ROOF SHEATHING. 2. WALL FENESTRATION PER FBCR 2017 703.4 3. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, TOP OF SLAB FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF +0'-0" A.F.F. ROOFING CEMENT. (REF. ELEV.) 4. 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). Ix3 OR ix4 P.T. BUCK SET IN SEALANT AND NAEM W/Y-W CASE HARODdED COIL NARS AT 12' O/C MAX CXINC OR MASCW2Y DRYWALL BOARD CAULKING ALNWKAI FR4 E FASTEN RWU BUCK W/ 3/16'x3 1/4' TAPCON NOES BY MAMAFACI PERMETER CAULKING CEMERnDO S FINISH HEAD DETAIL WIND❑W MIMWIAI FRAME FASTEN n8I1 MAX W/ 3/16'x3 1/4' TAPOEW 0/C Sam := MAX HOLESINBY MANUFACIURER ALUMINUM FRAME SECURE FRAME 91E PERIMETER CAUL / WIN MUCONE CEUFIn110U8 FINISH om ON MASONRY t/—CAOHWNG Ix3 OR ix4 P.T. a" SET N SEALANT AND AND NAM o '.Oa - W/1-1/2" CASE HAfmM - - COL NAXS AT 12' D/C L MAX PRECAST OR POURED SN. PERBE7ER CURIONG /-ONYWALL BOARD JAMCAULIONG B DETAIL SILL DETAIL WIND❑W WIND❑W 12 -16 — — — — —" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — -- I co r oa� 3 0 Tr 12 16 6"W. RAISED STUCCO FRIEZE TRIM (PROJ. 3/4") 8" 8" ROOF CRICKET 00�❑❑ 3'-0i -8- — — — — — — — — — — — — — — - SMOOTH STUCCO FINISH AT io = FRONT DOOR -I J PN FRONT ELEVATION 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —TOP OF BLK A.F.F. ENTRY SECTION RIGHT SIDE ELEVATION 1 /4" = 1'-0" 1 /4" = 1'-O" SIUCOO FISH PERIERR C U IWNG CaMC OR MASONRY M LA BUCTAN SET IN MAtED W HARDENED]*COIL NAILS AT 24' O/C MAX DRYWALL BOARD C ULAI NG DOOR FRAME FASFFN IM MAX W/ W/ 3-1/4' x 1/4' (IWi) TMW6 AT 24' O/C MAX IN PIIDRILID NOES BY MAM.FACRAIER JAMB/HEAD DETAIL (SOD) Oo° DOOR FRAME FASTFN n1 SILL W/ /B x 1' SCREWS 0 2'-0' o/c FLOOR C0VUW \�CROUT BED SUB SILL DETAIL (SOD) MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, F-L 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) TOP OF BLK. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) MICHAEL C. ANDERSON FL. LIC. AR0017305 Lo O CYD � ~ q q � � N I W Q' o Q in tC) O r N O O r (p W O N m J M Fn Co Q m 00 Q L- CD LL ❑JOCo J m O Go N J r mQU-rnU ry Wi -: w 0 z0Q�() of�coz N 0 CV) CL W J W H PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 3.0 SIT — PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48' O.C. SEE NOTE #2 L 1 rQ NOTE: TOP OF SLE SEC IION X-X ON SHEET A6.1 SEE SECTION X-X ON SHEET A6.1 P.C. LINTEL BOTT. 6'-8- 4 "X" BRACING TYP. OVIDE 2x4 iTTOM CHORD KG. AT 48" 1. SEE NOTE #2 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 > 14-1Od x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-1Od X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS CONNECTOR PER ANCHOR SCHEDULE 2-2X4 TOP PLATE W/ SIMPSON "SPH4" AT EACH TOP PLATE / STUD CONN. KNEEWALL W/ 2X4' SPACED 16" O.C. 2 X 6 BETWEEN TRUSSES UNDER FRAME WALL SIMPSON "SPH4" AT ALL BOT. PLATE/STUD CONN. FRAMING PLAN 1/4" = 1'-O" PRECAST HEADER SCHEDULE B-X I LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1B 950 PLF 361 PLF B-2 70" 8F8-1B 1459 PLF 1272 PLF B-3 42" 8F16-1B 6113 PLF 3547 PLF B-4 64" 8F16-1B 5365 PLF 2290 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 70" 8F16-1B 1459 PLF 1272 PLF B-7 112" 81`16-113 1818 PLF 980 PLF B-8 64" 8F16-1B 5365 PLF 2290 PLF B-9 64" 8F16-1B 5365 PLF 2290 PLF 8-10 168" 8F16-1B 1002 PLF 559 PLF 12 PER CONNECTOR PER ELEV. �— ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY +13'-2" STD. BRG. HT. DBL. 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER EACH TRUSS (2'-0" O.C.) 7/16" O.S.B. 8d 0 4" O.C. EDGES 6" O.C. FIELD CONNECTOR PER FRAMING PLAN P.T. 2X4 BOT. PLATE W/ 1/2" DIA. A.B. ® 16" O.C. W/ 2-3/4" MIN. EMBED. & 2" SQ. WASHERS KNEEWALL DETAIL 3-16d NAILS 2 X 4 VALLEY FRAMING AT 16" O.C. REFER TO TRUSS ENGINEERING FOR CUPPED GARAGE TRUSS FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 LL/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 @ (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. UC. 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 ti Q � � n�n co q N o ti C/) Q N Cn Cn rn CV Cl 0) W Co CN U F- m I' J s M Q N Q co LL -1CKC)� J m O co C-4 tl-: m Q LL rn U ZOQNU � U) Z fV O 1. 2 c) IZ W J W H PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET EXH. FAN S. D O 0• Q• S.D. C.M.D. PREWIRE \ \ S_D.0 � I PREWIRE ml \j I I S.D.O -I- - -I GFI u a 5'-0" M v -TrGFI � �� / DISC. / i 22"x54" �— x II ATTIC ACCESS — —y W/ PULL CHAIN LIGHT ABV. GFI GARAGE DOOR ELEC_ OPENER PREWIRE PANEL^ - - L I i COACH LTS. PREWIRE - - - - -' OUTLET FOR MICROWAVE COND METER COACH LTS. PREWIRE FEEDER 120/24OV-lPH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS ZM A/C 22,000 INT A/C 65,000 CIRCUIT NO. CIRCUIT ID BRK AMP WIRE SIZE A PHASE A PHASE HARE 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 LITE 15 14 14 15 WP/GARAGE GFl 22 23 DISHWASHER 20 12 14 15 GARAGE DOOR 24 25 14 15 GENERAL LITE 26 27 14 15 GENERAL LITE 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT ELECTRICAL LOAD CALCULATION 150 30 CKT 0 2074 S,F. AT 3 VA 6.2 kVA PANEL 2 SMALL LAUNDRY CIRCUIT NCE CIRCUITS RANGE 1500 VA EACH 1.5 kVA 12.0 kVA 150 METER 1 WATER HEATER DISHWASHER 3.0 kVA 1.5 kVA M.C.B. DISPOSAL L5 kVA DRYER 5.0 kVA SUBTOTAL 33.7 kVA FIRST 10 kVA AT 100% 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA NO. 4 CU. WIRE 23,480 VA DIVIDED BY 240 V 97.8 A TO UFER GRND. POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN 1 /4" = 1'-0" SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) LEGEND SURFACE MTD, CEILING FIXTURE '0- PENDANT FIXTURE 'ON \Oj RECESSED LIGHT K� WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE �I Fll WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING FAN OR W (PREWIRE OR W/ LIGHT AS NOTED) EO• WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR O• CEILING MTD. CARBON MONOXIDE DETECTOR �- CHIMES CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V, DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET 0 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. D RHEOSTAT SWITCH @ 42' A.F.F. TP � TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION �O ELECTRICAL DISCONNECT ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. !, 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. 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 MICHAEL C. ANDERSON PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-7-18 ti ti Lo V1 O CYD � ~ q "q Fzq CIO Lo U) rn - CV o 0) w co N U �- rn N 0 _I co) a) J V JM i l U QLLN LL f' J Ix C)J m 0 co N n, W _ mQwrnU �wII.�(q0 U 0 Q Z t Or Lo z 04 O c� CL w J w PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 133 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 5m0 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH E[ FL. LIC. AR0017305 12 PER ELEV R-30 INSULATION 1/2- CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR COW 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 - 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) o HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. _--TOP_OF_BLOCK T REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW. 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 STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. -CONC. FTC. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL F =_- _ --- ----- I I I II I II I I vil C BLOCK n I I - EXTERIOR FRAME WALL TO UNTEL 2x4 STUDS ® SPACING PER PL ANS VERTI CAL FILLED CELL W/ 1-#5 BAR (2) 16d WALL (2)2x4 P. COUNTERS T. W/1/2- DIA. UNK 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-BOLT (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 rv,viLa AT it O.C. HUN. IU ULU. UNL co Ix6 EQUAL EQUAL .T. 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2- P._ WASHER AT ' 32" O.C. MAX. M GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL �(2) 10d ® 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 24"H. 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" 81, AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED 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 -3/" DIA. X 6- DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE4 �o 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 TOP OF SLAB (� w 3/4" DIA. X 6" DEEP HOLE FOR w#5 BAR SET IN EPDXY ADHESIVE 0 ADDED REINS. 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 1/8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE O I d ----------------I y�A O1 Oj I O ROOF I EDGE - - - - - - - - - - O OlO RIDGE I --- 2 2 � I O (D - - - - - O �P��r� O 3 fr 3 O ,n O I -,I- lO 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 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 ti Lo rrti vl O CYD W cyD C) [ti to to rn r N o rn r (p I1.1 CD V ~ O h �cl)� X ct ^J x Q N 10 LL -1mQ�N w , J r O¢�U C2 Z ti �_ w LMLi° CD O a: M W -I W H- PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET 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 5x5x4" WELDED FLANGE N 1 3" 0 x 1/4' STEEL PIPE ® 3" TAPCON TYP.4 in ih 5x5xr WELDED FLANGE 1 5" BOLLARD 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 ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) ll\ \ \ 'H2.5'SIMPSON STRONG -TIE \, 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES �7B=TWN. NOTE #4 NOTES: SEE 1. HURRICANE CONNECTORS RECI NOTE #4 AT 8'-0" O.C. ROOF 2. PROVIDE "H2.5" OR "LSTA18' SHEATHING AT EACH RAFTER END 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE ' \ 4. PROVIDE 2x4 VALLEY BLOCKINGTRUSSESAT 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" LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL Z Z Ir== ____ -- O ~ z w II #5 BAR DOWEL TOP OF LOWER a = w I W/ STD. 90' HOOK BLOCK WALL CONC. BLOCK WALL I #5 BAR DOWEL jl VERTICAL FILLED W/ STD_ 90' HOOK II CELL W� 1-#5 BAR BLOCK WALL HEIGHT TRANSITION DETAIL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR 'T' NAILS ® 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS ® 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS UUNUKt It U M_UUN TIE -BEAM TOP COURS HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS �-ALUM. NAILS 0.12 DIA. tSEEPLN SHANK 3/8" DIA HEA1-1/2" LONG ® 6"ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2' LONG (2) PER SOFFIT SEGMENT LCOA TRADITIONAL VENTED SOFFIT DETAIL ALUMINUM SOFFIT #V-144 N.T.S. D 0. C. O.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 EXPANSK STRIP & ® JAMB HEAD LO (ONLY) SPECIFICATIONS STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) PANEL ANCHORS 8"X8"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR SILL LOCATION 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 WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT -DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II. EXPANSION MATERIAL:* 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE 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, Fk 34953 (772)418- 2118 MICHAEL C. ANDERSON ti ti rr^^ vl O co n � � q I Q " ) ti In Lo rn �- N o � W C0 m 0 JH 0)X J - (� cz Q <LLOD �z 0-Kato _jm0°pN LL z0< �� cnz 0 ti = M 0_ W J W H �r Irl1T \` SHEET A 6ml PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 FIN CORNER \ FLASHING TAPE CORNER FLASHING TAPE FLASHING TAPE SIDE FLASI TAPE WINDOW TOP — NAILING WINDOW B( SILL FLA SIL' 1. CUT THE WATER RESITIVE BARRIER (1C)ATER RESISTIVE 6ARRIERI I , ,lST_gUT IV i TTH CUT, I I 3RD 1 1 MAKE A 6" CUT UP I �CUT1 1 FROM EACH TOP 1 i I I CORNER AT A 450 I 1 ANGLE TO ALLOW THE I I h�450YP I WATER BARRIER TO I BE LAPPED OVER THE I I FIN AT THE HEAD OF I I/ t2ND_>I THE WINDOW. I l�_s-lT _ yI I 1O 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 WALL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (V FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 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) i nmm�vo 1 I I I ROOF SHEATHING 2x4 BLKG. ® 48" O.C. ALUM. FASCIA & DRIP EDGE (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.) ROOF SHEATHING HURRICANE STRAP ® EACH TRUSS PER FRMG. PLAN — TRUSS SETBACK PER FRMG. PLAN NAIL (2) 16d EACH SIDE 2x4 BLKG. ® 48" O.C. PRE-ENG. TRUSSES ® 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0" O.C. (MAX.) 12 PER rELEV. 8x8 U—BLOCK TIE —BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' D.C. 2x4 45' CROSS BRACING AT 4'-0' D.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 TRUSS BOTTOM \ CHORD BLKG. AT \ \ 4'-0' O.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 GABLE END SECTION X-X 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. ALUM. FASCIA & DRIP EDGE (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - 112' PLYWD. SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' O.C. — GABLE END TRUSS NOTE: 31( HOLD FACE OF GABLE END TRUSS IN 3/4' BEYOND BLK. FOR CEMENTITIDUS FINISH )I( 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 CEMENTITIDUS 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. 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 MASTER PLAN REVISION 8-7-18 ti 10 O �� rr C 1 1) Q CYD lei N U) Ln r N o rn r (fl W co C4 U m ti w W J � i v X r ��QLLLL00 _1z O co CN r Cu r mQLLONiU WWF:(D0 Q Of U Z0Qt� III w �U)(oz O � M a W J W f- PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FFFT SHEET A 6m2 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 OPEN TO FAMILY RM. BEYOND BAR TOP 0 0 00 B 0 FILLER KITCHEN NOTES: m 3. 3 FAMILY RM. BEYOND BAR TOP BREAKFAST ROOM 0 0 0 Elo 0 B15 B 4 FILLER-1 RNG KIT. AT RNG. BATHROOM TOWEL BARS AT 54" A.F.F. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. TOP OF BATHROOM SHOWER TILE - TO CEILING HT. 0 ~ _ z a - No 0 SHOWER HEADS AT 6'-8" A.F.F. > WALL MTD. LT. ::4: M. LAV VB 27 W.C. SHWR. FILLER BATH 2 30" I I = C) RAID o- C OPEN oo L. TO 1 0 HALL c° 0 0 HALL ARCH FILLER W3 12 �— 30" W21 OPEN TO = RAD. 30 BEYOND 000 0 Q OPEN fl SINK O 0 0 0. 0 E36 0 O ~ B18 SB18 REF DW KIT. AT SINK /DW/REF WALL MTD. LT. TILE MIRROR FILLERS 71mviffil 1 o 0 0 0 Q f- c° w o � _ W I Z d Y � 0 VB60 M. BATH VANITY GREAT RM. WALL ELEVATION d- m ro WOOD TRIM 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL 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 \ 8-7-18 / ti ti � O I O ti C N r rn r N Co m W � N ~ y J m J F Q o (/j - Q LL a0 N �LL o_WO�� J m O � N w 1 J r W �WwC4U` U ZOQ� w of co co Z N O ro d w J W I - PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 7mO ALL DUCTWORK PENETRATING GE CEILING SHALL BE R-6 GLASS DUCT WORK. AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 TON C.U. CH14NB0360OG A.H.U. FB4CNF042 HEAT 05 KW COOLING CAP. 35,600 HEAT CAP. 34,000 ELECT. 208-230-1 BRKR. CU - 35 AHU - 30 REF. LINES 3/4 & 3/8 S.E.E.R. 14.00 HSPF 8.5 SUPPLY DUCT RWVLNT 110 AiI I I A. H. U. PRIMikRY RETURN DRAIN G ILLE DRYWALL STAND AIR HANDLER DETAIL HVAC PLAN 1/4" = 1'-0" FAR 6iRW LOW WL1A" . EL50m" Pam SIMPLY r 0 AIR COOLED CONDENSING UNIT SLAB MOUNTED xrz MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON P77777 LAN REVIEW REVISIONS MASTER PLAN REVISION 8-7-18 ti ti oco a) cyD Q) C/) Q) Lo 0) •- N O 0) W U Cn H rnflti J � rn 0 J fh � � Q L L co 0-i OCO u in ^ N J m Q rn U �wco(5 zOQ�U 94 af L0 z N O � a w w H PROJECT NO. 17-015-103 DATE DRAWN 12-12-18 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 8mO PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 M V 4" NOTE: TRUSSES ARE DESIGNED FOR ASPHALT SHINGLES. IF OTHER ROOFING MATERIAL IS USED, PLEASE NOTIFY TRUSS MANUFACTURER. 23' 0" 150" CJl CJ1 PLYWOOD NAILER BY BLDR 3 CJ3 ....... ............. .-------- ---_-. .._.... ....:_ D01 A09 Eve r o A08 A07 a 06 w .r ., o N A05 — _,. .. ... 8' FLAT CLG SLOPE A04" s N' .e a �.tV A 4 I.� - A04 — I \ b A03 A03 A03 A03 0 'N A0 3 /12'CEILING /12 CEILING —: SLOCOT'E- 3 A03 o A03 xd I' O ,ley o (V I \ , S =1 g o A02 WWII } a A02 N A 1 3 /12 CEILING 8' FLAT CLG 8' FLAT CLG N A01 \ L� o N A01 \ �2Z-11" 2" ACCESS o Boo '. 12 cos 0 FLAT CLG 0 CA B04GE C04GE N TO1GE N m B 3 L CO3 N V B02 \ — Cot 0 0 B02 a o B02 = -... C01G r�/I ' CJ1 Fq CTl B 1G IN N �. N 12' 4" 61411 19 4' - -.-- WWI » HATCH LEGEND " 8" C1g. Hgt. 0" A.F.F. 12'-11" » * NOl"E: ALL i RUSS TO WALL AND/OK TRUSS W N LEDGER CONNECTIONS BY BUILDER d (UNLESS NOTED OTHERWISE) E _ * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW e d TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE d = " e STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. T REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS e = ' o o �� FOR GRAVITY AND UPLIFT LOADS. Q .3 m y + c O i FOR BRACING & ERECTION DETAILS REFER « d o G •� E N e TO BCSI-03 AND/OR ENGINEER OF RECORD - t— y- O '� N ~ � •Cl p O' d V N C d i V S d r t G Ql re oa REPRESENTS THE LEFT SIDE OF d A i uci °'. R-- °' EACH TRUSS DRAWING w e N d z> rn Q� •N 6 d d O �A {'E �JUS24 U 'THD46 �� E " /} C 9 p d G O y I— G -O C d •� 6 T G © JUS26 ® MSH422 RD - - - d E.a o TR 0 THD26 OK MUS26 (S / H Q~ 9 d d O N G G (D THD28 © �� goes sovo3 ® THD26-2 ® - UO ! N d G d= OF THD28-2 DN --- (Y)� " o =o d E d .c a e_ E (����-'\) JUS46 p - -- 'd- ie � N H13 HANGER BY BUILDER BBB BEAM BY BUILDER d o E o / * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON a 9 G C) TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE s = d > s (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) •E •3 e � � .� .E LOADING ROOF FLOOR WIND LOAD a = y o = o LIVE LOAD 20 ASCE 7-10 ` a C p T O O Y CL Q a v a o 6 E o 3 ~ 5 DEAD LOAD 7 160 MPH EXP B- d e a r 0 LIVE LOAD 10* CATEGORY II o 9 e a z m c�i DEAD LOAD 10 ENCLOSED m e a ._ E m a i s E O 8 TOTAL LOAD 37 FBC - 2017 seo Es as z DURATION FACTOR 1..25 TPI - 2014 0 = M e E P_' � o z! REV DATE BY REMARKS GABLE END TRUSSES REVISED. BALLOON = •3 a 1 03/13/15 RH FRAMING REQ G d G G C BALLOON FRAMING WALLS REMOVED. NOTE 2 08/21/15 RH REMOVED LAYOUT UPDATED W/ CURRENT ENGINEER 3 08/21/15 RH NAME d _ 3 4 10/12/17 RH LAYOUTUPDATED e ° _ _ " d •a e d t d T 3 .D > L G C O N W 9 _O d 5 08/29/18 RH UPDATED CODE _O Sa 6 08/29/18 RH EXTENDED LANAI 2' g a ° ' G d G 0 0� It is understood that above conditions have been reviewed ❑ APPROVED & are acceptable for the m d e APPROVED AS NOTED E 9 e fabrication at trusses, > ❑ G a - _ -9 _ e O O elevations, pitches, overhangs ❑ e ; 3 a 2 fascias,ceiling REVISE AND RESUBMIT E °' elevations/pitches, bearing REJECTED d E d E d" conditions & all detail pertaining ❑ _ a= to this truss placement plan. No back charges will be accepted without previous written DATEN e o 'E d d •� approval from an A-1 Roof Trusses representative. REVIEWED BY E PLAN DATE ARCH: 10/22/15 STRUCT: N= a .E � o ._ 2 m T Is = a Q CUSTOMER RENAR HOMES io N d d='_ �•a�� JOB NAME CAYMAN MODEL B3 o •E a w .c O o o c o s E t r N OPTION(S) 15X10 LANAI = 3 s a E COMMNTY / LOT # MORNINGSIDE/ LOT 103 9 e s a o E E o o c m N o CITY Ff. PIERCE 3 La e o d d a m 4 N a_ _ " �_ COUNTY ST. LUCIE, FL g = - BLDG SINGLE BLDG GARAGE RIGHT = o d • o TYPE FAMILY # E Oi C'C Ql= d —� - E -IEat 5 JOB # 75287 MASTER WRMSCMB3L15X1O = d a w o Cl O t 'O C C O • E- C L C 6 Yi. +L-• C N d ADDRAWN SCALE s 3 DATE 10/12/17 $®$rr LY d o o a "' LI 9 t I, stg ed by Amhony T. Tambo III 1— = = 5t e E �g�_} 1 i. 7 RH N.T.S. o o s "04, p. ..^»°»a» '[.� EAnfoi, Lmbo@WHEnglnsering.nal� ��a�`,* fit '{�TOf7lytfa ,Ii yr. Tomb III0--ppW..{{nh�.qj.Cd� > ..+' ..* ousegg eerin9 LC"�L=FI.NLI. e ` +- a 5 ("ia C erin 13CANNEE" oae c e d Q T. Date 2 oft oR 29- BY M nd » M FI l —0 ez St. Lucie Count L d d e 2977 R2.eROOF.. d .E FASCIA 413 x �' W d d o HIP LINE 62 h TRUSSES a o z g o 4VALLEY LINE 0 n A FLORIDA CORPORATION �D a � � � .= o SHFEIINGAREA UNDER VALLE,TRL.EE w Ph 772-409-1010 / Fax 772-409-101���i WASTE MATERIAL NOT INCLUDED -p SERIAL 4 o c G O> c o ` BLDR TO VERIFY CALCULATIDNS http://www.a9fruss.com Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplift (> - 1,000#) Horizontal (> 350#)