Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permitting Plans Signed Sealed
U PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN WeatheringO Frost lineb Termite' LOAD (mph) effectsk (NA) APPROVAL PRESSURES 3068 FIBER -CLASSIC REQUIREDh qCY) HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: TEMPJ'-. N/A W/ SDLT. EXTERIOR SWING DOOR SMOOTH STARTAPCONS 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 N/A N/A SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. Heavy 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. O ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) O 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) O 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) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. GLASS BLOCK 819x8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 18-0129.17 +/- 90.0 PSF (MIN) 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) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS 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 +/- 55.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND - UNDERLAYMENT SATURATED PRODUCTS, INC. « >> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 ORGANINC FELT THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. TAMCO BUILDING ALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE « >> ENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. EDGE, APPROX. 1 & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. AMERICAN CONSTRUCTION PROVIDE T -NAILS AT 12" O.C. IN F -CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS « >> ATTACHED THROUGH FASCIA AT 16" O.C. FL12 19 +/- 70.0 PSF (MIN) HURRICANE SHUTTERS 8 GAUGE GALV. EASTERN METAL SUPPLY %LL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) PACING OF ANCHORS PER MANUFACTURER'S SPAN CHART FL 22270.1 PER MANUF. MEL STORM « >> SPAN CHARTS ELS TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN f SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS9 AIR FREEZING MEAN V ; ANNUAL Speed° Topographic WeatheringO Frost lineb Termite' LOAD (mph) effectsk (NA) CATEGORY depth TEMPO REQUIREDh qCY) INDEX' TEMPJ'-. N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy For SI: 1 pound per square foot= 0.0479 kPa, 1 mile per hour= 0.447 m/s. a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. Reserved. C. Termite infestation per Figure R301.2(6) is "very heavy." d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined an a site-specific basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2 -percent values for winter from Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f.Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. i. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULA71ON: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 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 SQ. 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 ititt.�,,� Name: t jia L ot, a'.', o iv64- Signature: ./;�t�� Certification Number: 4Roo Date: !�/ 15- / 2- U 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 PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE:13 INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG: 1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) _ SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) DEAD LOAD: 10 PSF DEAD LOAD: 7 PSF COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.0 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 - - 27.7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.0 PSF 50 TO 99.9 24.7 PSF / -31.0 PSF 100 TO 499.9 23.5 PSF / -28.0 PSF 500 AND ABOVE - 20.6 PSF / -22.0 PSF MICHAEL C., ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON PLAN REVIEW REVISIONS MASTER PLAN REVISION � 2-3-19 � SHEET CVR LID LO ti rn N C:) to W r.0 N U�rnWct� Z J M Q o 1:- U 00 N �Lu " -Jm0°°N J ti r mQLi"rnU of W qCY) U) Z 0 M IZ W J W H O SHEET CVR LID LO rn N C:) to W r.0 N U�rnWct� Z J M Q o 1:- U 00 N �Lu " -Jm0°°N J ti r mQLi"rnU of W ZO< U) Z 0 M IZ W J W H SHEET CVR 0 it Lo 22'-0" 16'-0" Ln 6x6 - 10x10 WWF CONC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB OR FIBER MESH¢ CONC. 8" > SLAB VARIES C:) GRADE _## �- - b 2- _1 2-#5 BAGS _I BA S g" BARS 8"11-41 -4„ 2'-O„ A DETAILg DETAIL C DETAIL 1 1 1 V) 6x6 - 10x10 WWF CONC. w OR FIBER MESH SLAB CONC. 1 ,-O„ SLOPE SLAB o GRADE --- - GRADE 2-# 112 (MIN) 2- BAI; BELOW BAi S 8"1'-4' 1'-4" 3'-10" 6'-$" 3'-10" 1'-0" 36"X36'X16" DEEP D DETAIL F DETAIL CONC. FTG. W/ (3) #5 EACH WAY C D �E ■ ■ ■ ■ ■ ■-------- --- ■ ■ CONC. 1-#5 1-#5 r------------ — ---- _ ■ 44, SLAB BAR SLAB BAR -4- 0 "i I 00 G L — J �I 00 _ � A I 1 I -'� Hg I 1 I o 5IrG O 4» 8» 8» Q A _ A I I G DETAIL H DETAIL 00 1 M � 1 I 8'-8" 3'-8" I 1 1 Lo I I IT F 5 1/2", FRAME I ■ ■ ■ ■ 7 5/8" ((BLOCK w w I L--- — _ _ CONC. — -I 2-#5 CONC. oo SLAB -TT a CONC. Q d- I J RECESS SLAB I M SLAB BAR o SLAB FOR S.G.D. "I • • _I II 1 I T 2- #5 I 8' 1'-4" BARS 44„ 8„ LAV I I I to Ipo I J DETAIL - S.G.D. K DETAIL H1 DETAIL II 0 1 I 1 1 1 u ■ 00 O 'n LAV I I CONC. 8" 8" " CONC. SLAB VARIES � SHOWER SLAB I I > » 3 1/21s I O SLAB ATCWALL 7 ■ I I I r NA O 0 10'-10 5/8" I _ - ---- ---- �r I I --- _---- GRADE co 0 ( SHOWER --- O »1 " we RECESS # _1 4NBAS 8» y SINK FINISH ,FLOOR (I DISK W/ I 1' DETAIL ■ i SHWR. I I L DETAIL M DETAIL 1 o_ I 11'-7 5/8" FLOOR II I 1 1 1 RECESS SLAB OUTLET II o I A o0 3 1/2" FOR II PIPE SLEEVE (DIA. ■ I SHOWER II 1 LARGER THAN PIPING 4" 2500 PSI CONC. SLAB W/ THRU FTG.) I „ I FIBER MESH, ON 6 MIL. POLY J112 V.T.R. VAPOR BARRIER OVER TERMITE ■ 3» MIN. FTG. PER r� )1� I I TREATED COMPACTED CLEAN - » i 1 3 V.T.R. 1 iv 14 -8 1 /8 DEPTH I FILL COMPACTED TO A MINIMUM DETAIL I DENSITY OF 95% AS 3" MIN , 3" MIN. — I DETERMINED BY ASTM D-1557 O 0 0 NOTE: ALL FOOTINGS DESIGNED FOR 1 I i rH1 � W I 00 2,500 PSF SOIL BEARING CAPACITY ROEBAR G & 12" j \\�� 2» I` 2" V.T.R. po c° `f 1'-0" 1'-0" TRANSITION LAV 1 SINK JAI, c I INDICATES C.M.U. CELL FILLED 1 I A W/ CONCRETE AND (1) #5 VERT. rj I 12"Zo I 1 REBAR CONT. FROM FOOTING TO — — — — — AC d- — I PIPE THRU �\ LAV �� 1 TIE BEAM (TYPICAL) r — — — — — ■ PF FTG. DETAIL 11 ■ TUB/SHWR 3" 2" I L: T. INC B1 7'-11 7/ - 1 3" WASHER i� LAV •- d- 2„ I j W.C. 1 1, I I TUB3„ 1 2" ■ I i` CONC. SHWR. 3" V.T.R.j 1 A/C PAD r � 3» DIAGONAL ■ I ; 2"� � 2'-10" 2'-6" I COND DISTANCE 1 2231 CLEAN 0 I - I DIMENSION FROM ► OUT 1 -10 5/LA 8 I I I I o \ I INSIDE CORNER i 3» 3" I OF FORMBOARDS W.C. 3" MAIN0 rA 1 I 1 D EWER A C= 6 9' —" 2" I OR SEPTOICSTANK ■ I � I ■ ■ I N I AD = 59'-10 Hw/R. I I I I SCHEMATIC PLUMBING RISER i 5'-9" 5'-2" I I I BE = 68-6 00 HB I I BF - 61'- 3" A I 0 I 1 I Q i� SLOPE DOWN 1" " I HB DIMENSIONS ARE MICHAEL E C. ANDERSON I I rF AT GAR. DOOR m� I 0 I ROUNDED TO THE �' XU-) I C° CLOSEST INCH B 0 ■ ■ 0 G ■ ■ ■ ■ 4'-4" A FOUNDATION PLAN 1'-4" 1'-4" 1MICHAEL C. ANDERSON, ARCHITECT OF RECORD 20" 16'-0" 20$$1/411 = 1'-0" FL. LIC. AR0017305 12'-4" 6'-4" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 �� '.-=•-••-•�, �Q 19 -4 (772)418-2118 38'-0" PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) A FL. Lr A-Re0l7305 MASTER PLAN REVISION 2-3-19 SHEET A 1.0 Lo Lo T_ rn o w(.0ti U rnti �w M X Z f!) QLLN W > O r �LL QJ�aC4 J m O ti N mW�04 o CU' ZUOQtiU L0 (0 Z ti O M a W J W H SHEET A 1.0 0 ul ■ 0 V)- -R/S - \ I yI� Lo N I , 0 5 -8 3/4 I HB ( 8' CLG. R/S o - _R/S N 8' CLG. R /S N I 10 N +6'-8" 0 HDR. HT. �Lo O to 00 I cc) -C) _ M " 22'-0" 16'-0" 10'-60' ■ (n N SIZE O U FACTOR w Q C.B. COLS. - w HDR. HT. HDR. HT. TOP + 6'-8" A.F.F. „ .05 1EXT ■ 2 N 96X80" 53.3 S.F. BEDROOM #3 R/S "j r EGRESS 3 P.C. HDR. ABV.- ■ 15.5 S.F. .49 .24 1 GARAGE DOOR W SELF CLOSING DEVICE BOT. + 6'-8" A.F.F. ' -0"_CLG. 48"X40" DEFAULT O■ 6 _8 © F 8'-8" CLG. -----� 2068 POCKET ' 0 15'-0" ■ COVERED PATIO I 8' CLG. , 3'-7 1/291 25.5"X37.375" .54 12'-0" I N in �r 7 31" IN 2,_8» z zc.�ll o -x I o<c in VAULTED CLG. OLn I I 8 82-0„ 4'-091 63.0"X35"X60.0"RX27" LEG I 2 INT. DOOR 20 N ® M. T. ©� MASTER BEDR60M 1 - - - Ln cn ■ 2868 POCKET N I 2 ■ ■ ■ ■ 11 16070 GVHD. DOOR COFFER ® ® E HDR. HT. L---- ---- J \ 15'-9 1/4" ABV. o I `r DINING ROOM ` 10 M.C. O8' CLG. tV 00 I i� Co I i� M f N 15'12 1/4" I GREAT DOOM CATHEDRAL CLG. RAISED BARTOP I10 IV 15, 18 1/4" to 7'-4 1/2" \ I - � ® I M ■ (n N SIZE O U FACTOR w Q +6'-8" w 3068 W/ SIDE LIGHTS HDR. HT. „ .05 1EXT ■ 2 N 96X80" 53.3 S.F. BEDROOM #3 R/S "j r VAULTED CLG. M f N 15'12 1/4" I GREAT DOOM CATHEDRAL CLG. RAISED BARTOP I10 IV 15, 18 1/4" to 7'-4 1/2" \ I - � ® I M 0 I ■ , „ +11'-4" io 6 -0 1 -8, 3 - 3/4 CLG. HT. 0 I HB BEDROOM #2 $"w. ARCH ABV. 8' CLG. SEE ELEV. iU-) +6'-8"- - - - HDR. HT. A EGRESS o Y 00 ■ FLAT ARCH ■ °° m o 4'-4" SOFFIT ABV. N w U 1'-4" 1'-4" N � 12'-4" 6'-4" ■ ■ ■ ■ 20" 38'-0" 7'-9" - m N I to r- 0 I N VAULTED CLG. I O 0 +6'-8" 10'-3" ■ HDR. HT. 5'-0" FLAT I I I SINK W/ NE■ DISP. • I KITCHEN I o VAULTED CLG. I 18'-3 1/2" 8' CLG. SHELF ABV. D. _ M.T. ■ \-DRYER O T.W. 3 � x i 22"x54" ATTIC ACCESS GARAGE 8' CLG. 16'-0" 19'-4" ■ COND ■ ■ ■ 20" B 0 I Lo Pl. DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ SIDE LIGHTS 64"X7"X2 6.2 S.F. •19 .05 1EXT O MUNTI SN SDLTS 2 N 96X80" 53.3 S.F. .58 R/S 1 EXT. DOOR 3 2868 SOLID CORE 15.5 S.F. .49 .24 1 GARAGE DOOR W SELF CLOSING DEVICE 4 0 48"X40" DEFAULT O■ 6 8' CL 5 2068 POCKET ' 0 +6'-811 INT. DOOR 7'-8» ® 3'-7 1/291 25.5"X37.375" .54 7'-1 3/4" I N in HDR. HT. 7 31" IN 2,_8» z zc.�ll o -x I o<c in VAULTED CLG. OLn 1 INT. DOOR 8 4068 BIPASS 63.0"X35"X60.0"RX27" LEG o 2 INT. DOOR R/S = N ® M. T. .56 .25 1 - - - Ln cn ■ 2868 POCKET N I 2 INT. DOOR 11 16070 GVHD. DOOR ® ® E HDR. HT. 10'-4" ABV. 0 I ■ , „ +11'-4" io 6 -0 1 -8, 3 - 3/4 CLG. HT. 0 I HB BEDROOM #2 $"w. ARCH ABV. 8' CLG. SEE ELEV. iU-) +6'-8"- - - - HDR. HT. A EGRESS o Y 00 ■ FLAT ARCH ■ °° m o 4'-4" SOFFIT ABV. N w U 1'-4" 1'-4" N � 12'-4" 6'-4" ■ ■ ■ ■ 20" 38'-0" 7'-9" - m N I to r- 0 I N VAULTED CLG. I O 0 +6'-8" 10'-3" ■ HDR. HT. 5'-0" FLAT I I I SINK W/ NE■ DISP. • I KITCHEN I o VAULTED CLG. I 18'-3 1/2" 8' CLG. SHELF ABV. D. _ M.T. ■ \-DRYER O T.W. 3 � x i 22"x54" ATTIC ACCESS GARAGE 8' CLG. 16'-0" 19'-4" ■ COND ■ ■ ■ 20" B 0 I Lo Pl. DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ SIDE LIGHTS 64"X7"X2 6.2 S.F. •19 .05 1EXT O MUNTI SN SDLTS 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR 3 2868 SOLID CORE 15.5 S.F. .49 .24 1 GARAGE DOOR W SELF CLOSING DEVICE 4 2868 48"X40" DEFAULT DEFAULT 6 INT. DOOR 5 2068 POCKET 13.3 S.F. Lo ti 0 1 INT. DOOR 6 2068 25.5"X37.375" .54 .25 1 INT. DOOR 7 1668 6.6 S.F. 1 INT. DOOR 8 4068 BIPASS 63.0"X35"X60.0"RX27" LEG 2 INT. DOOR 9 2068 BIFOLD 14.4 S.F. .56 .25 1 INT. DOOR 10 2868 POCKET I 2 INT. DOOR 11 16070 GVHD. DOOR 1 -GARAGE DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62" 22.4 S.F. •55 •22 1 MUNTINS J M Q 36"X62" ^ Q u' N LL J of O B 25 SH 15.5 S.F. .49 .24 4 - C 4'W. X 3'-4"H. 48"X40" DEFAULT DEFAULT 1 ZOQ�U ti GLASS BLOCK 13.3 S.F. Lo ti 0 co d D 1/2 33 SH 25.5"X37.375" .54 .25 1 OBSC. TEMPERED 6.6 S.F. 64"W.x36"H. 63.0"X35"X60.0"RX27" LEG E EYEBROW (28" LEGS) 14.4 S.F. .56 .25 1 15 LITEEl - I I I 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. -WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN 1/41' = 1'-0" MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON SHEET A 2.0 Lo Lo • � fes -<.a ha.. v. r - co FILL. LIQ' AR 17305 � ct J M Q SHEET A 2.0 Lo Lo CD m r - co W (o N ct J M Q _ ui ^ Q u' N LL J of O JmQco(N ~ ZJ ryw��CD ZOQ�U ti cn Z Lo ti 0 co d w J w H SHEET A 2.0 ATTACH 1-1/2' X 4-1/2" P.T. BUCK TO BLOCK WITH: CONC. OR MASONRY HEAD: 1/4" X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 3' & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 18.94" O.C. MAX DRYWALL BOARD O a o� CEMENTITIOUS FINISH DOOR TRIM ERIMETER CAULKING ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM HEAD: f10 X 2-1/2" PFH WOOD SCREWS SPACED 4' F1 FROM CORNERS, 3" & 6' FROM MULLION. JAMBS: #10 X 2-1/2' PFH WOOD SCREWS SPACED 4' FROM CORNERS, 18.94" O.C. MAX. HEAD/JAMB DETAIL (2X BUCK) EXT DOOR 3/4' x 4-1/2' P.T. BUCK SET IN DOOR THRESHOLD SET IN BEAD OF CAULK AND CONC. OR MASONRY SEALANT AND SECURED W/ FASTENED TO SILL WITH 1/4' DIA. X 2-1/4' TAPCONS CASE HARD NAILS 0 12' 0.a (MAX) SPACED 3" FROM CORNERS, 3" & 6' FROM MUWON PERIMETER CAULKING FLOOR COVERING DRYWALL BOARD ° Q oQ • —� DOOR 1RIM� CEMENIITIOUS FINISHo o PERIME)ER CAULKING QO° co.d .O Op° ° ATTACH DOOR FRAME TO BLOCK WITH: DOOR TRIM ° HEAD: 1/4" X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 3" & 6' FROM MULLION. PERIMETER CAULKING JAMBS: 1/4' X 3-3/4" TAPCONS SPACED 4' CONCRETE SLAB FROM CORNERS, 18.94" O.C. MAX. HEAD/JAMB DETAIL (1X BUCK) EXT DOOR 1x3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COL NAILS AT 12' 0/O MAX. CONI~ OR MASONRY `DRYWALL BOARD CAULKING " ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16'x3 1/4' TAPCON SCREWS 0 24' 0/G MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN7171OUS FINISH HEAD DETAIL WIND❑W SILL a DETAIL EXT,DOOR CEMENTITIOUS COATING ON LATH REAR ELEVATION 12 16 CEMENTITIOUS COATING F-: I ON BLOCK Li00 _ I io 3 p 1/4" ALUMINUM FRAME Lo FASTEN THRU BUCK W/ 3/16'x3 1/4" TAPCON NC) 0') O O7 SCREWS 0 24' 0/C co MAX IN PREDRILLED HOLES BY MANUFACTURER ALUMINUM FRAME SECURE FRAME TO SILL PERIMETER CAULKING 0) J � � J WITH SILICONE CEMENTITTOUS FINISH �LL /--CAULKING CONC,OR MASONRY r m<Wa)C) 1C 1x3 O2 1x4 RT. BUCK SET IN ` SEALANT AND NAILED W/1-1/2" CASE HARDENED c o°b COL NAILS AT 12' OIC Lo ti O MAX. co Ll W J PRECAST O2 POURED SILL W PERIMETER CAULKING DRYWALL BOARD CAULKING JAMB DETAIL SILL DETAIL WIND❑W WIND❑W 6" SQ. RAISED BLOCKS (PROJ. 3/4") W/2" SPACE BTWN. TOP OF ARCH +10'-10" A.F.F. ENTRY TRUSS BRG. FOYER- 6"W. OYE -6"W. RAISED TRIM WDW. HDR. HT. (PROJ. 3/4") +10'-4" A.F.F. ,jkTOP OF BLOCK --- --_--- n --- +8 WALL PROJECTION AT HALL BATH BEYOND CEMENTITIOUS COATING ON BLOCK TOPOF SLAB �'0'�+— — -_0" A.F.F. (REF. ELEV.) Nola olElm �� ISI 11 rL RIDGE HEIGHT +17'-10" A.F.F. `r 12 1 16 CEMENTITIOUS COATING ON LATH 6/-211 _ RAD. 11 r 0- i iall 11 1/4's = 1'-0" TOP OF BLK. +8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 12 61 CEMENTITIOUS COATING ON BLOCK ' STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY lx P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24' 0/C MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ L - 11 W/ 3-1/4" x 1/4" (MIN) TAPCONS AT 24" 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL RIGHT SIDE ELEVATION DOOR FRAME FASTEN TO SILL W/ 16 x 1 " SCREWS 0 2'-0" 0/C FLOOR COVERING .01 b�oo GROUT BED CONCRETE SLAB SILL DETAIL (SGD) 1/4 = 1'-0" co 1'-2 7/810 rn 12 16 — TOP OF_ +8'-0 _" A.F.F'..F. — — TOP OF SLAB (REF. ELEV.) E N 8 o t -I 1'-2 7 I 91-4„ OVERHANG SEPARATIONS 1/4" = 1'-0" _TOP OF BLK. ------------------------------------------------- -- +8'-0" A.F.F. a CEMENTITIOUS COATING ON BLOCK 00 0 ifl 3 0 ------------------------------ -------------------------- —_TOP OF SLAB +0'-0" A.F.F. LEFT SIDE ELEVATION (REF. ELEV.) 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. PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COUR: HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL 1/4's = 1'-0" NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 ATTACHMENT PER MFRS. 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, RECOMMENDATIONS FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. L 1X2 NAILED TO TRUSS TAILS 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X W/ (2)-8d NAILS BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED Li r°� BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. • °I FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). / MICHAEL C. ANDERSON -ATTACHMENT PER MFRS. SEE PLN RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS -CONTINUOUS VENTED SOFFIT N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) ........, ~ .s1 �� �•� we TL LIC: -AA M7305 - PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 SHEET A 3.0 Lo NC) 0') O O7 co U u, 0) J � � J 0 o = Z M (/j - Q LL ap N 0J O �LL � -i CN N r m<Wa)C) Z UO Q h U ti 0 Z Lo ti O co Ll W J W SHEET A 3.0 (2) HETA20 1'-4" - OH B-5 1'-4" - OH (2) HETA20 'o 0 MI B-10 lolmloll a mah. A m I B-1 208" 8F16-1 B/1 T 950 PLF 404 PLF B-2 70" 8F8-1 B/1 T 1459 PLF 1272 PLF B-3 42" 8F8-1 B/1 T 3166 PLF 2165 PLF B-4 90" 8F8-1B/1T 1029 PLF 959 PLF B-5 (2) HETA20 8' FLAT 6039 PLF 2507 PLF B-6 70" 8F16-1 B/1 T 1459 PLF 8' FLAT B-7 112" 8F16-1 B/1 T 1818 PLF 980 PLF B-8 64" 8F16-1B/1T 5365 PLF 2290 PLF B-9 112" VAULTED 1843 PLF 1133 PLF B-10 208" 8F16-1B/2T 950 PLF 500 PLF VAULTED W CATHEDRAL O O 0 8' FLAT 'VAULTED 0001000 8' FLAT >< TIC ACCESS AT KNEEWALL TO i00000000"EMIMMAI'o TRUSS GIRDER 00 I- P.C. HDR. BOT. +6'-8" AFF L2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 -0 (2) HETA20 -1'-4" OH -1'-4,t OH (2) HETA20 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.) FRAMING PLAN 1/411 = 1'-0" PRECAST HEADER SCHEDULE B -X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1 B/1 T 950 PLF 404 PLF B-2 70" 8F8-1 B/1 T 1459 PLF 1272 PLF B-3 42" 8F8-1 B/1 T 3166 PLF 2165 PLF B-4 90" 8F8-1B/1T 1029 PLF 959 PLF B-5 54" 8F16-1 B/1 T 6039 PLF 2507 PLF B-6 70" 8F16-1 B/1 T 1459 PLF 1272 PLF B-7 112" 8F16-1 B/1 T 1818 PLF 980 PLF B-8 64" 8F16-1B/1T 5365 PLF 2290 PLF B-9 112" 8F16-1 B/1 T 1843 PLF 1133 PLF B-10 208" 8F16-1B/2T 950 PLF 500 PLF 4 •, .j`. 8F8 -1B 8F16 -1B TYPE DESIGNATI❑N a' F = FILLED WITH GROUT / U = UNFILLED :, ;•: QUANTITY OF #5 REBAR AT �BOTTOM OF LINTEL CAVITY •' 0\0 Z .r •.: •. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. 8F16-1B/1T � f :"—GROUT NOMINAL WIDTH LQUANTITY OF #5 ZD OF LINTELACAVITY❑M NOMINAL HEIGHT REBAR AT TOP 7-5/8'ACTUA 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'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2- DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4- MIN. EMBED. 0 24" O.C. VERT 0 (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 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 Fi LIC: A, Clal 7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 rrcv�C� i NO. 17-015-100 DATE DRAWN 8-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET At I to Lo r N O 0') ti ;MM4 W CC) N o t m wQ J no) J Cn M z LL 00 N W > - o N �� J m Q N J o 04 o w� �wLL co0 �qco z0OQ�U ti �ULu ) Z ti 0 M D_ W J W H `J W �C O O 0 rrcv�C� i NO. 17-015-100 DATE DRAWN 8-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET At I to Lo r N O 0') ;MM4 W CC) N o t m wQ J no) J Cn M z LL 00 N W > - o N �� J m Q N J o 04 o �wLL co0 z0OQ�U ti �ULu ) Z ti 0 M D_ W J W H rrcv�C� i NO. 17-015-100 DATE DRAWN 8-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET At I FLOOD 66 LIGHT FLOOD LIGHT Q , voFLOOD LIGHT COACH LTS. , �� _ _ / COACH LTS. PREWIRE �' _ - f PREWIRE VE ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISP❑SAL DRYER SUBTOTAL FIRST 10 kVA AT 1007. 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 4.7 kVA 3,0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 k V A G A 1 _% IA 32.2 kVA 10.00 k V A 8.9 kVA 18,9 kVA 4.00 kVA 22.9 kVA 95.4 A 30.0 A 125.4 A 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. NO. 4 CU. WIRE TO UFER GRND. 0 METER SCHEMATIC ELECTRICAL RISER ELECTRICAL NOTES BACK TO BACK SERVICE 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (8)). 8) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NOTE: ELECTRICAL PLAN 1S SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. NOTE: ALL TILE IN KITCHEN, DINING, BATHROOMS, LAUNDRY, BEDROOMS AND CLOSETS TO BE DIAGONAL ELECTRICAL PLAN 1/4" = 1'-0" LEGEND - SURFACE MTD. CEILING FIXTURE - PENDANT FIXTURE RECESSED LIGHT I WALL MTD, BRACKET @ 72' A.F,R FLUORESCENT FIXTURE WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) BOO WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR CHIMES 7E] CHIMES PUSH BUTTON TELEPHONE JACK 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 Q 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. �-- RHEOSTAT SWITCH @ 42' A.F.F. TP O ,- TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION L , ELECTRICAL DISCONNECT arAM 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 L�LIC-'ARL'317305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 ww w�C�) w� �qcy) w Nq q w� w O o 0 Lo Lo r-- �— N O 0) W N W J lwt X cl) co Q s V- M N � z W> CO " j m 0 00 N T a o WWcoO ZOQ�U ul U) Lu Z � O M d W J W F- P ROJECT NO. 17-015-100 DATE DRAWN 8-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 5mO 12 PER ELEV. R-30 INSULATION 1/2" CLG. GYP. BD. - 8"x8" U -BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONT: PRE-ENG'RED PRECAST LINTEL - SEE SHEET A 4.0 FOR DETAILS NOTE: 1 x4 P.T. SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) 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 L U 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) _J HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. /TYP. O.H. PER ROOF PLAN_ \ CK ' REO ER TOP OF BEXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT ---WDW. HDR. HT. T 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" _ TOP OF SLAB FINAL .GRADE III STUCCO STOP AS REQ'D. ER LOCAL BLDG. DEPT. P CONC. FTG. PER Tt�� IFOUNDATION PLAN TYP. LLEXT. BLOCK C WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS ® 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS 0 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ ro, (2)-10d NAILS `ALUM. NAILS 0.12 DIA. :E PLN SHANK 3/8" DIA HEAD 1-1/2" LONG ® 6" O.C. E PLN ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT #V-144 N.T.S. II I II I II I I I 1 CONC BLOCK (2)2x4 P. I I I II I I I I II 11 ------ EXTERIOR FRAME WALL TO LINTEL 2x4 STUDS ®SPACING PER PL VERTI W/ 1 ANS CAL FILLED CELL -#5 BAR (2) 16d WALL 0 12" O.C. 1� T. W/1 /2" DIA. COUNTERSUNK BOLTS ® 24" O.C. VERT 2 1/4- MIN EMBEDMENT WITH 2" S THICK HU QUARE X 1/8" RRICANE WASHER TOP OF SLAB CON C. 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 I' AILJ Ml 14 U.U. LO LO HUM I U ULU. LINt rn N C) � WCO N U f- rn ct io _j --% _jCO M X a EQUAL EQUAL \ o = Z� x6I \1_1/2" U. I.T. DIA L -BOLT 2x mw�co N (8" LONG) W/ 2" P." " WASHER AT ti 32" O.C. MAX. UJ W LLI LO(0Z TZ ti 0 M a w GARAGE DOOR J W OPENING • CV � ELEVATION GARAGE DOOR DETAIL i e _(2) 10d ® 6" O.C. 3 1/4 - DETAIL /4" DETAIL AT 90° CORNER GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W SAWCUT APPR OPENING IN W. 25" MIN. LAP 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. fm = 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 •� MIN. HOLE DEPTH 1/2„ 3 4 6" 5/8" 118" 7„ 3/4" 7/8" 1 1/8" 8„ AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R6OVED 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 .w ^I" X 6" DEEP HOLE FOR =T IN EPDXY ADHESIVE BLOCK WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE SLAB . X 6" DEEP HOLE FOR M #5 BAR SET IN EPDXY ADHESIVE t0 ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -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 59 OROOF EDGEROOF EDGE 4' I �t O( O lO RIDGE I 2 2 I �P 3 10 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 hPt�) 124 "F'L 4LIC:- ARA417305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 wL.0 FZ4 w 44 wo Q4 j Q) SHEET LO LO rn N C) � WCO N U f- rn ct 2 _j --% _jCO M X a o = Z� U) -< U- 00 N J U. O C4 Jm000 ti mw�co 0 Z 0 gcc 04 0 ti UJ W LLI LO(0Z TZ ti 0 M a w J W F - SHEET PRE-ENGINEERED ROOF TRUSS 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR r 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 jutADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 " 1" 1" 3" 0 x 1 /4" STEEL PIPE " TAPCON U.) ; , TYP.4 5x5xj" WELDED 1 " FLANGE 5" BOLLARD DETAIL (4) 10d NAILS 12 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. � L 2'-019 ROOF AT SLIDING GLASS DOOR DETAIL -1 STORY LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 B Z Z 0�-< F 0- uj TOP OF LOWER < = jr BLOCK WALL a #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 _P PLAN 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" D.C. 1/2" EXT. GYP. BD. SIMPSON HUS24 ® EACH JOIST/ LEDGER BD. CONN. TOP OF HIGHER BLOCK WALL II I #5 BAR DOWEL II W/ STD. 90' HOOK lil CONC. BLOCK WALL I I I I I I BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE—NAIL TO RIDGE BD. W/ (2) 10d NAILS 2x4 VERT. STUDS ROOF 0 4'-0" O.C. (PLACE SHEATHING 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: 1. HURRICANE CONNECTORS REQ'D SEE AT 8'-0" O.C. NOTE #4 2. PROVIDE "H2.5" OR "LSTA18" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVt_TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" 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 `11 FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSI( STRIP & 0 JAMB HEAD LO (ONLY) c-rr ni AAI 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 SPECIFICATIONS SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT. LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT—WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT—DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" 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, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON N._LIC: AnG?-7305 ` PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 SHEET A 6.1 Ln Lo rn �- N o ti ~ w� roti W 0 _j X co Q 0 ^ Q � 00 N CD C14j LL (] _ --�000ooN CID z0UQrNU ti co Z Lo O M 0 - Ill J LU H 0 SHEET A 6.1 Ln Lo rn �- N o m roti W 0 _j X co Q 0 ^ Q � 00 N CD C14j LL (] _ --�000ooN mw��CD z0UQrNU ti co Z Lo O M 0 - Ill J LU H SHEET A 6.1 CORNER FLASHING TAPE CORNER -� FLASHING TAPE FLASHING TAPE SIDE -� FLASHIN TAPE FIN CORNER WINDOW TOP NAILING AIL` WINDOW BOTTOM SILL FLA SIL 1. CUT THE WATER RESITIVE BARRIER (1C) rW-ATER RESISTIVE BARR fE I f9 STCUT * I I I 14TH CUT, I I !3RD I I MAKE A 6" CUT UP -. CUTI I FROM EACH TOP iI CORNER AT A 450 I I I ANGLE TO ALLOW THE WATER BARRIER TO I I ),'/,_4501 WATER I BE LAPPED OVER THE I I I I FIN AT THE HEAD OF •2ND,• I I THE WINDOW. I �- CUT -� I IO I I------------- 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 (N2" 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 RES111VE 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. � ExT�RIOR I I 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 2 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 SHOWN. rte, NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I 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 (313) Mill li ROOF SHEATHING 2x4 BLKG. 0 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 MATaL.) TRUSS SETBACK PER FRMG. PLAN TOE 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.) 4 "',,7 2x4 TRUSS BOTTOM ROOF12 CHORD BLKG. AT SHEATHING PER (� 4'-0" O.C. REFER TO ELEV. I FRAMING PLAN HURRICANE STRAP ® EACH TRUSS PER FRMG. PLAN — 8x8 U -BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN CABLE END SECTION @ HIP ROOF Y -Y (2) 16d COMMONS TOE NAILED EA. SIDE TOE NAIL (2) 16d EACH SIDE PLYWD. DECKING 2x4 TRUSS TOP CHORD 2x4 BLKG. @ 48' O.C. BLKG. @ 48' O.C. PRE -ENG. TRUSSES Lo to AT 24' O.C. N C) rn / W (o N 0 in 2 (2) 16d COMMON NAILS AT 0 Z Q (n - Q W aQ N W > o , EA. 2X4 LADDER FRAMING 2x4 45° CROSS BRACING / / LYWDSHEATHING OVER O.C. / / GABLE TRUSS WITH W 1(2)162)16d NAILS AT EA. / / 8d NAILS AT 6' O.C. TRUSS WEB MEMBER / / �Ill (0 Z GABLE END TRUSS / / NOTE -i w J / W )K HOLD FACE OF GABLE END 2x4 TRUSS BOTTOM \ TRUSS IN 3/4' BEYOND BLK. CHORD BLKG. AT \ \ FOR CEMENTITIOUS FINISH 4'-0' O.C. REFER TO \ \ FRMG. PLAN \ \ SIE HOLD FACE OF GABLE END \ \ TRUSS OUT 1/4' BEYOND BLK. \ \ FOR SIDING FINISH \ \ (2) 16d \SIMPSON \ T TOE \ VERT WEBEMEMBER O.C.TRUSS MAX) NAILED EA. SIDE \ 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE EXPANSI❑N J❑INT AT CEMENTITI❑US FINISH 8x8 U -BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. 2x6 P.T. PLATE VERT. #5 BAR AT EA. REINF. CONT. W/ 5/8' DIA. FILLED CELL PER FDN. PLAN ANCHOR BOLTS @ 32' O.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' O.C. GABLE END SECTION X -X SCALE. NTS MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON fL 'LIC_ARQQj 7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 SHEET A 6.2 Lo to N C) rn W (o N 0 in 2 J M 0 Z Q (n - Q W aQ N W > o , �LL C) (o J m Q N J 0 w(o ww(.) U0 Z ti �Ill (0 Z C14 0 M d w J W SHEET A 6.2 Lai miog 0. OPEN TO FAMILY RM. BEYOND � m :IAR FILLER KITCHEN mean"" FILLER WALL MTD. LT. KIT. NOTES.- 4 MIRROR .C. 1 • BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 41 1 1 1 1 54" A.F.F. LAV 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT:��>.. o o VB24 4, SHOWER HEADS AT 6'-8" A.F.F. W.C. SH WR. FILLER BATH 2 "'-'30" _ RAD. v Q OPEN 00 L� TO I1 O HALL co °- �- O Q HALL ARCH RNG AT RNG. CER. TI LE REF OPEN TO BEYOND SINK HYL KIT. AT SINK/DW -WALL MTD. LT. VB42 VB42 M. BATH VANITY SOAP DISH ECESS CENTER ON WAL TYP. SOAP DISH RECESS LOCATION co M 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD TRIM 2x4 STUDS AT 16" O.C. 1/2" DRYWALL 1 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 rL, 'LIC.-AROO+-7305= MIRROR M. C. M.C. FILLER 4//FILLER LAV LAV 0 0 0 0 m VB42 VB42 M. BATH VANITY SOAP DISH ECESS CENTER ON WAL TYP. SOAP DISH RECESS LOCATION co M 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD TRIM 2x4 STUDS AT 16" O.C. 1/2" DRYWALL 1 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 rL, 'LIC.-AROO+-7305= SHEET � �J Lo r- r- N o m W 'mornN-- -35 opl- x u- _ Q L N cq �" ooco --�m0°°N O Z J mQ�'ON, U W F- (0 0 Woa�U Wco LO o ti r M a W J W F - SHEET � �J Heating System System LU Air Source Heat Pump Air Source Heat Pump UJ 1-- cy CH14NB036*0**B* -_CH14NI3036*0**13* —150 OF U.J FB4CNP042L Cf) X 0 CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING I C Z Air Source Heat Pump Air Source Heat Pump X- 0 rH 8.2 HSPF .14.5 SEER �m� CD < 0 0 0AM0.08 z 33,800 Btuh 34,200 Btuh III w — cf) F U, n/a 25,650 Btuh n/a _ 8,550 Btuh n/a. -ellAirll; A A *%A% 01i 'rPLAN REVIEW REV RIV MASTER PLAN RE) 2-3-19 PROJEC NO.- 17-015 DATE DRAWN 2-13 DRAWN BY Mc CAYMAN 1560, LIVING 1560 GARAGE 372S LANAI 50 Si ENTRY 38 SI TOTAL 20201 CUBIC VOLUME C CONDITIONED SF 12,769.4 CUBIC FE �FASHEET T - 0 LU UJ 1-- cy —150 OF U.J 0 x Cf) X 0 z ZL I C Z N U. J X- 0 rH LLJ L Ly U.1 �m� CD < U.J W z Z 0 III w — cf) F U, < U LO N ti Ol PROJEC NO.- 17-015 DATE DRAWN 2-13 DRAWN BY Mc CAYMAN 1560, LIVING 1560 GARAGE 372S LANAI 50 Si ENTRY 38 SI TOTAL 20201 CUBIC VOLUME C CONDITIONED SF 12,769.4 CUBIC FE �FASHEET T - 0 UJ 1-- cy —150 OF 0 x Cf) X 0 z ZL I C Co C Z CD < W Z 0 III w — cf) F U, LO N ti PROJEC NO.- 17-015 DATE DRAWN 2-13 DRAWN BY Mc CAYMAN 1560, LIVING 1560 GARAGE 372S LANAI 50 Si ENTRY 38 SI TOTAL 20201 CUBIC VOLUME C CONDITIONED SF 12,769.4 CUBIC FE �FASHEET yV J3 J5 A01 A02 A03 A04 A05 T1. A07 A08 A09 �i A09 U , . A10 A10 A10 A11 Al2 A13 CO3 CO3 CO2 C01 J5 J3 J1 FAQ 38' , 22' 16 U U U U U U a a a a a a co a. 1Q co LO ti ti Imo- 1` 1� 1` 1` ti ti P+ 1` 1` to co IP 3P iP bo 03 03 02 i co 1,- 1` 1` LO M 121411-8' 6.4.1 19l4ll– FRAMED BOX OUT BY BUILDER 0 Typical Cornerset Specifications Attach End Jacks w/ (4) 0.131V ToeNails @ TC & (3) 0.131V ToeNails @ BC 7yp. Corner Jack Placement --1' 10-15/16" 2'0" 2'0" 11-1/16" 2 VAULTED CLG 8" RECESS Attach Corner Jacks w/(2) ).131"0 ToeNails @ TC & BC (tYp•) 12 ��t�tfSilllt!►,ttt/� -- - �,�� 0A_V N6.�88' 8y =0F 11tl11I111i * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO «:. LEDGER CONNECTIONS BY BUILDER. o r (UNLESS NOTED OTHERWISE) ARCH: --/--/---- STRUCT:--/--/---- o N "y a E 'a' > * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE) _ 8 C'o ~ ' ° ° owa°coi A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 http://www.altruss.com �n°0tee �, * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW w ° o =,2 2 N TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING ca w _ � M ~ 2 DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL 0 �'L y U E L O N L STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 r 6 a o o INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR y °o 0 GRAVITYAND UPLIFT LOADS. ME ° c o 40) W ;" y n c C o ca -4? -0 ao� 0a.-- ' T N w 2 2 U C JOB NAME FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ¢ o s a - y � o m AND/OR ENGINEER OF RECORD. a t ° a LD_m = o aao = ��a0ay �.�� E - L = C C r C O y = f0 O ° REPRESENTS THE LEFT SIDE I O p 7 0 cn o .o OF EACH TRUSS DRAWING _ X 50 23 =0 o N ° N fn C O N @ a. N— N U Cf0 i J 8 2 2 CATALOG FOR INSTALLATION DETAILS) _ a 2 o ._ MORNINGSIDE c.W°'3� A LUS24 H HHUS46 Q - - - =a y5 ° ° E o I B LUS26 J THA422 ; ` •� N Ta C o a L cn BLDG. BLDG. o TYPE C J; K MUS26 S - - - (D a O C O >,.a N "y�^(6 E " Cmc L _ O ._ Lny o :2 a L HUS28 LTHJA26 JOB # T - - - Ln� � � 0 3: .F0 a :s o ARMSCM1560BlL •��v ui oy o am E HHUS26-2 M - - - U - - - ci c N DATE 7/13/20 rnc.=L. o 0,3 m� F HHUS28-2 N - - - V - - - a E GLUS46 P --- X --- O N O ID F p td O NUOmo a)=Ea = N C .. o .,... HBB HANGER BY BUILDER BBB BEAM BY BUILDER = r y o r - co — C a- a U wfn Z LSTA12 @ TC & BC * NOTE: LSTA STRAP 'v = a a 0) Zt INDICATED TO BE USED IN N - E c N 00 o '� o, LSTA12 @ TC CONCORDANCE WITH o D w o EL) Zb LSTA12 @ BC CORNERSET DETAIL. 0) 0 a m o y m ° LOADING ROOF FLOOR WIND LOAD ;C N .+ . E T�, o KDCn L O N C o CIL a LIVE LOAD 20 - ASCE 7-10 m aCrn8w30 Cni ra 00 NJ o HV DEADLOAD 10 160 i' =3aa=�=wO =a 5 to O y = lu G N >' w N C LIVE LOAD 0 - Residential - CAT II — C O — - °; y ° a @ > '� a .. O 0 I 8" R2CE5$ • I or .' a C ,C O L N o I i " 7 - Closed o _ E y m 11811 gn 37 - FBC 2017 RES m�0'� o o a2°i o 2 N o ,=L, �i — N 17- .L a U E L t= O m,� y 13'2"12 ;, r z DURATION FACTOR 1.25 - TPI 2014 o N r, t0 •y `-' E N p O m = c6 O N — '3 LL ---------------- DATE BY REMARKS ° a y O I O Q i V O * - --/--/---- ool" - 4)_ > o m o vi r - ` Z a O a U (0 O CD C U 4 S 3 _m c mm uai�v c- s- y 8' FLAT CLG _ ' 3 0 2 EEO = - --/--/---- - 00 a o° o m ° y '= .{ ii - O CQ >CL -0, U L rm ate-, Z%12 VAULTE9,6G OM i _ __/__/____ _ i 4 0) 2 0 ID _ __/__/____ _ - _�J_M U (COL 3/12 VAULT CLG N co m EQ iu 3v It is understood that above ❑ APPROVED M o F iu s iu 2 conditions have been reviewed & N O N° C y L 2— o =, ° 0 N t g _ ° moi: m I- m 3 ° " w at trusses, elevations, pitches, _ 0) ° E overhangs, fascias,ceiling F-1 REVISE AND RESUBMIT y - •2 o y :� o elevations/pitches, bearing conditions & all detail pertaining ❑REJECTED ,� y a W U$ o m y L = o to this truss placement plan. No y co F- o o back charges will be accepted ~ ~ without previous written approval DATE a I m y � _ M .y A-1 from an Roof Trusses E o '�2&2° 1° i I 8' FLAT CLG o - ao . F-- ---------- -I :i SO"1 N % I FRAMED BOX OUT BY BUILDER ( (v RAMED BO UT BY BUILDER114" E04 N F .:;;- ---ATTIC ACCESS 1191110 - i` --------- IA 0 8' FLAT CLG\E03------------------------ --- ---, N c� B N 11'-4 CLG N N B C) NE02 O CV i N E02 " I O B O; N (V r E 2 `Y' B CV i J5B J El. 2 ti (V � J3AJ; E 1 I V0 J1 J O Co W Q � ti ti � � n IP 3P iP bo 03 03 02 i co 1,- 1` 1` LO M 121411-8' 6.4.1 19l4ll– FRAMED BOX OUT BY BUILDER 0 Typical Cornerset Specifications Attach End Jacks w/ (4) 0.131V ToeNails @ TC & (3) 0.131V ToeNails @ BC 7yp. Corner Jack Placement --1' 10-15/16" 2'0" 2'0" 11-1/16" 2 VAULTED CLG 8" RECESS Attach Corner Jacks w/(2) ).131"0 ToeNails @ TC & BC (tYp•) 12 ��t�tfSilllt!►,ttt/� -- - �,�� 0A_V N6.�88' 8y =0F 11tl11I111i * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO «:. LEDGER CONNECTIONS BY BUILDER. o r (UNLESS NOTED OTHERWISE) ARCH: --/--/---- STRUCT:--/--/---- o N "y a E 'a' > * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE) _ 8 C'o ~ ' ° ° owa°coi A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 http://www.altruss.com �n°0tee �, * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW w ° o =,2 2 N TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING ca w _ � M ~ 2 DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL 0 �'L y U E L O N L STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 r 6 a o o INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR y °o 0 GRAVITYAND UPLIFT LOADS. ME ° c o 40) W ;" y n c C o ca -4? -0 ao� 0a.-- ' T N w 2 2 U C JOB NAME FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ¢ o s a - y � o m AND/OR ENGINEER OF RECORD. a t ° a LD_m = o aao = ��a0ay �.�� E - L = C C r C O y = f0 O ° REPRESENTS THE LEFT SIDE I O p 7 0 cn o .o OF EACH TRUSS DRAWING _ X 50 23 =0 N N ° N fn C O N @ a. N— N U Cf0 i (NOTE: REFER TO SIMPSON CONNECTOR 8 2 2 CATALOG FOR INSTALLATION DETAILS) _ a 2 o ._ MORNINGSIDE c.W°'3� A LUS24 H HHUS46 Q - - - =a y5 ° ° E o N B LUS26 J THA422 R--- N Ta C o a L cn BLDG. BLDG. o TYPE C HUS26 K MUS26 S - - - (D a O C O >,.a N "y�^(6 E " Cmc L _ O ._ Lny o :2 a L HUS28 LTHJA26 JOB # T - - - Ln� � � 0 3: .F0 a :s o ARMSCM1560BlL •��v ui oy o am E HHUS26-2 M - - - U - - - ci c N DATE 7/13/20 rnc.=L. o 0,3 m� F HHUS28-2 N - - - V - - - a E GLUS46 P --- X --- O N O ID F p td O NUOmo a)=Ea = N C .. o .,... HBB HANGER BY BUILDER BBB BEAM BY BUILDER = r y o r - co — C a- a U wfn Z LSTA12 @ TC & BC * NOTE: LSTA STRAP 'v = a a 0) Zt INDICATED TO BE USED IN N - E c N 00 o '� o, LSTA12 @ TC CONCORDANCE WITH o D w o EL) Zb LSTA12 @ BC CORNERSET DETAIL. 0) 0 a m o y m ° LOADING ROOF FLOOR WIND LOAD ;C N .+ . E T�, o KDCn L O N C o CIL a LIVE LOAD 20 - ASCE 7-10 m aCrn8w30 Cni ra 00 0 :_ .__ �. .5 ° 2 L L •- o HV DEADLOAD 10 160 B =3aa=�=wO =a 5 to O y = lu G N >' w N C LIVE LOAD 0 - Residential - CAT II — C O — - °; y ° a @ > '� a .. O 0 .' a C ,C O L N o DEAD LOAD 7 - Closed o _ E y m (6 OC 4) c -a 3 w O z N cLo 0s TOTAL LOAD 37 - FBC 2017 RES m�0'� o o a2°i o 2 N o ,=L, �i .L a U E L t= O m,� y z DURATION FACTOR 1.25 - TPI 2014 o N r, t0 •y `-' E N p O m = c6 O N — '3 LL a REV DATE BY REMARKS ° a y O O Q i V O * - --/--/---- - - 4)_ > o m o vi r - ` Z a O a U (0 O CD C U 4 S 3 _m c mm uai�v c- s- y _ ' 3 0 2 EEO = - --/--/---- - 00 a o° o m ° y '= N Q 2A - O CQ >CL -0, U L rm ate-, OM _ __/__/____ _ _ It 2 C w O = 0) 2 0 ID _ __/__/____ _ - _�J_M U (COL co m EQ iu 3v It is understood that above ❑ APPROVED M o F iu s iu 2 conditions have been reviewed & N O N° C y L 2— o =, ° 0 N t g _ ° are acceptable for the fabrication ❑ APPROVED AS NOTED= m I- m 3 ° " w at trusses, elevations, pitches, _ 0) ° E overhangs, fascias,ceiling F-1 REVISE AND RESUBMIT y - •2 o y :� o elevations/pitches, bearing conditions & all detail pertaining ❑REJECTED ,� y a W U$ o m y L = o to this truss placement plan. No y co F- o o back charges will be accepted ~ ~ without previous written approval DATE a I m y � _ M .y A-1 from an Roof Trusses E o '�2&2° 1° representative. REVIEWED BY U z: rn o c6 t0 O a o y 3 c o o - ao CON_''aaccoy_�mUCcVLU�o , m.Y>cy��>°Oc5�UQp w�i00c°ao;NLav���.0NNL°OmTai(E2C �°.i•°Nm�y:,',; -0C._mwC>�T==oNL�o mg2 21 w - N 'y - *N oaoCCp0cMa � 0S -0a' o 0 OU o 4) m C D- rWw NE M 0 y a 46 -0 �vo 30 °`N°NEL —Lrn _v•Ccs0>or@@Uafti Ur) O O y mO a Mcw co w° a0NCCWcp-0 C -a U L Q N 4) 2 0 200 CL.0 Oco amm1. 3a 3rn.= a �o8 aw zmO M (CCL w -0m ai - L 2 c 2 coo t: CL M CD (OOw _C 0 NNw cmID N 0,ca°yoornc >,�mCL 4) 24, aw E U .� «:. c N N -410 0 N PLAN DATE ARCH: --/--/---- STRUCT:--/--/---- A-1 ROOF a O _n a� 12 Fi M a � W = C u0i vTRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 http://www.altruss.com y 2L � U� w 3 3 C can a`) in °' m -0 4) _ E :2v° ° _ . r* o a. 4 w a b'O _ - N tL6 CUSTOMER RENAR HOMES _ L 2 a W JOB NAME CAYMEN 1560 ELEV 131 ��a0ay OPTION(S) COVERED LANAI /LOT :100 N m COMMUNITY MORNINGSIDE / LOT# C 0 CITY o COUNTY o BLDG. BLDG. o TYPE _ # _ E cc JOB # 81919 MASTER ARMSCM1560BlL DRAWN SCALE DATE 7/13/20 O MS NTS z2 CON_''aaccoy_�mUCcVLU�o , m.Y>cy��>°Oc5�UQp w�i00c°ao;NLav���.0NNL°OmTai(E2C �°.i•°Nm�y:,',; -0C._mwC>�T==oNL�o mg2 21 w - N 'y - *N oaoCCp0cMa � 0S -0a' o 0 OU o 4) m C D- rWw NE M 0 y a 46 -0 �vo 30 °`N°NEL —Lrn _v•Ccs0>or@@Uafti Ur) O O y mO a Mcw co w° a0NCCWcp-0 C -a U L Q N 4) 2 0 200 CL.0 Oco amm1. 3a 3rn.= a �o8 aw zmO M (CCL w -0m ai - L 2 c 2 coo t: CL M CD (OOw _C 0 NNw cmID N 0,ca°yoornc >,�mCL 4) 24, aw E U .� «:. c N N -410 0 N IL *O N U ~ U y N N C — 0 ZLL, A-1 ROOF a O _n a� 12 Fi M a � W = C u0i vTRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 http://www.altruss.com y 2L � U� w 3 3 C can a`) in °' m -0 4) _ E :2v° ° _ . r* o a. 4 w a b'O _ - N