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HomeMy WebLinkAboutRevised Plans 12.7.20 PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 46, PHASE IIA, MORNINGSIDE COMMUNITY, FT. PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 PLAN REVIEW REVISIONS OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN ID APPROVAL 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. MASTER PLAN REVISION 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 10-2-20 ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 100 MI WINDOWS AND DOORS IMPACT GLASS HEAD: SPACED 6" FROM CORNERS, 16" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 16" FL22401.3 +/- 55.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 16" O.C. MAX. ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS IMPACT GLASS ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FL17499.9 +/- 55.0 PSF (MIN) ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) Crj 0 WINDOW 185 SH MI WINDOWS AND DOORS IMPACT GLASS ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FL17499.9 +/- 55.0 PSF (MIN) q q PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS 16" O.C. MAX. AT HEAD 0 GLASS BLOCK 8"x8"x4" THICK SEVES GLASS BLOCK, INC. IMPACT GLASS AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENT NOA 18-0725.05 +/- 75.0 PSF (MIN) q � ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) �I WINDOW 185 SH MI WINDOWS AND DOORS IMPACT GLASS ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FL17499.9 +/- 55.0 PSF (MIN) ^ ALL ANCHORS ARE #6 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) O W FIXED GLASS 185 PW MI WINDOWS AND DOORS IMPACT GLASS ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FL15349.5 +/- 55.0 PSF (MIN) C/) 00w 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND E_� 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. GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO N ASPHALT SHINGLES HERITAGE TAMCO BUILDING « >> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/81' 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. FL12019 +/- 70.0 PSF (MIN) LO ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) rn 8 GAUGE GALV. EASTERN METAL SUPPLY FL 22270.1 PER MANUF. N CD HURRICANE SHUTTERS « >> SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART SPAN CHARTS 9 TEEL STORM U-1; ANELS �..� � J ~ rn ~ J x co Q 0 (/j Q LL 00 0 N_ TABLE R301.2(1) LL C) J C) (.0CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA J m O N GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN z 00 LL N SNOW d DESIGN a b c DESIGN UNDERLAYMENT HAZARDS' FREEZING ANNUAL I have reviewed the above product approval COMPONENTS AND CLADDING WIND PRESSURES PER °° Q M v PROJECT & CODE DATA 2017 FLORIDA BUILDING CODE Q v 0r co v Speed Topographic Weathering Frost line Termite e LOAD (mph) effectsk (NA) CATEGORY depth TEMP REQUIRED INDEX TEMP information and approved it. N/A See Fig.R301.2(4) N/A Negligible N/A Very N/A N/A N/A z O Q [� Heavy Name: � LLI ForSl: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. USING INTERIOR ZONE COEFFICIENTS � CO z Signature: *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) AREA OF OPENINGS DESIGN ti 0 a. Weathering is"neglible"for concrete as determined from the Weathering Probability Map[FigureR301.2(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. (SQ. FT.) PRESSURE 0- b. Reserved. LLI C. Termite infestation per Figure R301.2(6)is"very heavy." Certification Number: TYPE OF CONSTRUCTION: CBS X FRAME J d. Wind speed shall be from the basic wind speed map[Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance 0 to 19.9 27.7 PSF / -30.0 PSF w with Seheout3o1.2.esig ry p p pp g BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ~e. The outdone desi n d bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code, Date: 2O TO 49.9 p Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. 26.4 PSF / -28.0 PSF 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 ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH 50 TO 99.9 24.7 PSF / -27.0 PSF 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. 1 OO TO 499.9 23.5 PSF / -25.0 PSF h. Reserved. NOMINAL DESIGN WIND SPEED: 124 MPH i. Reserved. 500 AND ABOVE j. Reserved. 20.6 PSF / -22.0 PSF PROJECT k. Reserved. DRAWING INDEX BUILDING CATEGORY: II USING END ZONE COEFFICIENTS NO. 17-015-046 NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES EXPOSURE: B WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS CVR INDEX / PROJECT INFORMATION AREA OF OPENINGS DESIGN DATE DRAWN 10-2-20 THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (SQ. FT.) PRESSURE DRAWN BY MCA A-1.0 FOUNDATION PLAN SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. IMPORTANCE FACTOR: 1 0 to 19.9 27.7 PSF / -37.0 PSF CAYMAN 1560 B1 A-2.0 FLOOR PLAN MEAN BUILDING HEIGHT: 15' 20 TO 49.9 26.4 PSF / -34.0 PSF NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE A-3.0 BUILDING ELEVATIONS 50 TO 99.9 24.7 PSF / -31.0 PSF LIVING 1560 SQFT REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE OVERHANG: 1.33 FT ROOF PITCH: 6 /12 A-4.0 ROOF / FRAMING PLAN 100 TO 499.9 23.5 PSF / -28.0 PSF FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPONENTS AND CLADDING WIND PRESSURES: 500 AND ABOVE 20.6 PSF / -22.0 PSF GARAGE 372 SQFT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 A-5.0 ELECTRICAL PLAN AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) LANAI 144 SQFT THAN 450. A-6.0 WALL SECTIONS / NOTES SHUTTERS: YES X NO ENTRY 86 SQFT A-6.1 WALL SECTIONS / NOTES ATTIC VENTILATION CALCULATION: IMPACT RESISTANT ASSEMBLY: YES NO X VENTILATION REQUIRED: A-6.2 WALL SECTIONS / NOTES TOTAL 2162 SQFT ATTIC AREA = 2,353.3 SQ. FT. ROOF LOAD: VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. A-7.0 INTERIOR ELEVATIONS PARAMETERS: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF CUBIC VOLUME OF LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8" WIDE SOFFIT = 49.0' A-8.0 MICHAEL C. ANDERSON CONDITIONED SPACE - SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT. HVAC PLAN BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. 12,480 CUBIC FEET VENTILATION PROVIDED: (NON-CONCURRENT) ichae Digitally 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. signed by CONCLUSIVENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE Michael SHEET Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs Date: FL. LIC. AR0017305 A2020.12.07 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 07:21 :50 CVR (772)418-2118 n PLANS DESIGNED TO MEET THE REQUIREMENTS OF -05�00� THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 U) 6x6 - 1Ox10 WWF CONIC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB OR FIBER MESH Q CONIC. 8„ � SLAB � PLAN REVIEW REVISIONS VARIES • o GRADE ^� 2_#5 2_# I 2-#S "I BARS BARS 'f BAR 8" 8"1'-4" 2 -0" 1'-4" A DETAIL B DETAIL C DETAIL 1 1 1 MASTER PLAN REVISION 10-2-20 6x6 - 1Ox10 WWF CONC. w OR FIBER MESH SLAB Q CONIC. 1,_0» SLOPE � SLAB ­47 ___ __ • �--b GRADE GRADE 2-#5 1 12"(MIN) 2-� BARS - BELOW BA S rr ^� rrTT,, 22'-0" 16'-0" 4>, 1'-4" � ^� � 6'-8" 3'-1 0" C-8" 3'-10" 1'-0" 36"X36'X16" DEEP D DETAIL F DETAIL 6­1 CONC. FTG. W/ (3) #5 1 -0 EACH WAY 1 1 CID E ■ ■ ■ ■ ■ ■ ■ ■ CONC. �^ 1-#5 - - - - - - - - - - - - - - ■ SLAB BAR S�AB BAR v ] \ Q _ I o " 1 O _ o I _I G L_ J I m � r LO A 1 I 4" „ 8„ w 0 1 8 F 1 I G Q HB I I 1 ' O w w _ A °' G DETAIL H DETAIL A - 00 1 1 w °° 1 8'-8" 3'-8co " 1 1 � � _ ■ II I I / ( R 7 58" (BLOCK) cn L ■ CONC. � CONC. 2-#5 CONC. - - - - — — — — — — — -1 00 SLABTT > SLAB -7 BAR SLAB < C� o RECESS SLAB 1 _ I FOR S.G.D. I 1 I 2-#5 O 1 8' 1'-4" BARS 1,'-44 8> „4 , LAV I I I o II I J DETAIL - S.G.D. K DETAIL H1 DETAIL CO of I 1 1 1 ■ 00 II '� 1 CONC. I LAV I I CONIC. 8 VARIES 8 N SHOWER SLAB LO M III SLAB CONIC. RECESS o AT WALL ■ I I 0 O„ 3 1/2" 10'-10 5/8" I I ---- ---- SLAB �,� rn II --- ---- GRADE Ro o m 2" ----- c0 0 7 5/8" I I M I I I RECESS SHOWER 2- 4>, 8,> LU ti M WC ® I REFERENCE II I �, BAS w J X 11 SINK W/ I ■ G1 DETAIL cn co ■ SHWR. FINISH FLOOR I DISP. L DETAIL M DETAIL -4 1 o Q Q C o I 11'-7 5/8" II I 1 1 � m �p � c° W N z W � — C) RECESS SLAB I I o I A 00 m Q rn U 3 1/2 FOR PIPE SLEEVE (DIA. < (q o ■ I SHOWER 1�___________________� 1 m LARGER THAN PIPING Q U � N U THRU FTG. I Z Q ti i_ 4" 2500 PSI CONIC. SLAB W/ ) JI[2 V.T.R. W W L _ CHASE UNDER SLAB I I ELu 00 I FIBER MESH, ON 6 MIL. POLY 3" MIN. I U) Z VAPOR BARRIER OVER TERMITE FOR ISLAND ELECTRIC ■ FTG. PER j JII 3" V.T.R. N O TREATED COMPACTED CLEAN DEPTH I �I ti = FILL COMPACTED TO A MINIMUM DETAIL I I�� I ce) 0— ■ I DENSITY OF 95% AS 3 MIN 3 MIN. _ I I I W � I J LU DETERMINED BY ASTM D-1557 W 00 NOTE: ALL FOOTINGS DESIGNED FOR C FOOTING 8c I 2" 12 V.T.R. ~ I 2,500 PSF SOIL BEARING CAPACITY REBAR 2„ rH1 i ��� SINK JII C° � 1'-0" 1'-O" TRANSITION LAV 00 I INDICATES C.M.U. CELL FILLED 1 12" -o I rA W/ CONCRETE AND (1) #5 I� I PIPE THRU LAV VERT. REBAR CONT. FROM PROJECT 1 1 FOOTING TO TIE BEAM (TYPICAL) — — — — — — — — — — — — — — — I ■ PF FTG. DETAIL r I ■ TUB/SHWR I I 2 N3C WASHER NO. 17-015-04 -11 7/ 6 WC 61 H1 I 7' " I „ 3" I DATE DRAWN 10-2-20 i� LAV 1 1 ■ ® I A/C PAD SHWR. 3" V.T.R ���i 3 DRAWN BY MCA — r — — — — — — � I �� i i CAYMAN 1560 B1 —I — — — I I I DIAGONAL i DISTANCE 2 „'I I LIVING 1560 SQFT I / I CLEAN o I 2'-10" 2'-6" I w I I ■ COND j LAB" OUT I > „ I o W DIMENSION FROM I GARAGE 372 SQFT 1 -10 5/8 I I N 1 0 00 I INSIDE CORNER 1 3" I 3 3" MAIN I N OF FORMBOARDS I W��' I I A 00I D �., I D LANAI 144 SQFT 1 LO I 1 0 1 ' AC = 69 — 1 " EWER 2" I OR SEPTOICSTANK AD = 59 ' 10" SHWR. ENTRY 86SQFT SCHEMATIC PLUMBING RISER ■ I I _ — 1 I 00I I BE 68' 6 TOTAL 2162 SQFT " 5 -9 5 -2 � I I 00 H B BF = 61 ' - 3" - `n A o � o CUBIC VOLUME OF I 1 I I I I I I HB _ DIMENSIONS ARE MICHAEL C. ANDERSON CONDITIONED SPACE _ I AT GAR. DOOR m� o 1 i� i� i� I F SLOPE DOWN 1 I _ ROUNDED TO THE Digitally 12,480 CUBIC FEET I 1 — — U) - - - — - - I 1 � I CLOSEST INCH ichae si ned by . . - - - - - - - - — � g -co � G EL 0 A■ Michael SHEET g 4'-4„ Anon 1 A FOUNDATION PLAN Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD Anders 20" 16'-0" 20" 1 1/4" - 1'-0" FL. LIC. AR0017305 2020.12.07 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 07:22:1 5 1m0 12'-4" C-4" 19'-4" (772)418-2118 n 38'-0" PLANS DESIGNED TO MEET THE REQUIREMENTS OF -05���� THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 22'-0" 16'-0" DOOR SCHEDULE O C 10'-6" 1'-4" 1 -4 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS � +6'-8" +6'-8" 1 3068 W/ 64"X7"X2 .19 .05 EXT. DOOR O HDR. HT. B _1 SIDE LIGHTS 6.2 S.F. 1 MUNTINS IN SDLTS. ^� O HDR. HT. C.B. COLS.- r, — — — TOP + 6'-8" A�F.F� � 96X80"25 .21 8068 SGD q \■ ■ ■ ■ ■ ■ ■ ■ S.G.D.. . . 53.3 S.F. 1 EXT. DOOR EGRESS R/S P.C. HDR. ABV.- ■ " 1 — — — — BOT. + 6'-8" A.F.F. GARAGE DOOR W/ 00 of I 6 _8'-0" CLG. — — — — _ 3 2868 SOLID CORE_ 1 SELF CLOSING r, r 8'-8" CLG. DEVICE o `� 15'-8 3/4" 15'-0" 11 COVERED PATIO I o 4 2868 T HB 8 CLG. , >, ■ 8 CLG. I 6 INT. DOOR ;r, I I _ 12 -o I � �j rrTT,, R/S I TYP. 8'-0" 4'-0" I 5 2068 POCKET 1 INT. DOOR ^� (� 2� R/S I T I CC) w 1 - - - - I N I 0 I 6 2068 1 INT. DOOR r, \ 6­1 �I ■ I © I MASTER BEDRIOOM ■ ■ ■ ■ O z �' 8' CLG. I COFFER I - 7 1668 1 INT. DOOR � I L � - - - - - - - J 15-9 1/4" o — — — aN 8 4068 BIPASS 2 INT. DOORN R/S N DINING ROOM ■ O 10 M'C' I N VAULTED CLG. 9 2068 BIFOLD 1 INT. DOOR I Ln 7 8' CLG. I \ I OB N ■ 0 _ 0 N o 10 2868 POCKET 2 INT. DOOR - +6'-8" +6 -8 15 2 1/4„ 10'-3" ■ HDR. HT. HDR. HT. 00 11 16070 OVHD. DOOR 1 GARAGE DOOR N O � Oo FLAT LID 5 -0 BARTOP 00 ■ GREAT DOOM WINDOW SCHEDULE o 1 00 CATHEDRAL CLG. n II N 3'-5" (D O I BARTOP RAISEDO SIZE FRAME AREA U FACTOR SHGC Q REMARKS J ? ti II IIO SINK W/ ■ JU) MX ■ II . 0 \ I 11 o A 35 SH 22.4 S.F62 .62 .22 1 MUNTINS ° � � Q � 00 DISP r� Lu N g cn I I 36"X62" LL p J Of C) CO J m Q N w j� I 11 KITCHEN B 25 SH 15.5 S.F. 58 .24 4 _ J r` +6'-8" N I o VAULTED CLG. HDR. HT. 4'W. X 3'-4"H. 48"X40" WU H c0 U o DEFAULT DEFAULT f ■ . S.F. O Q U In ti BEDROOM #3 15'I8 1/4" I 10'-0 1/2" D 1/2 33 SH 25.5"X37.375" 58 24 1 OBSC. TEMPERED E U) Z VAULTED CLG. 6.6 S.F. LIDO 5 „ ti 2 E 64"W.x36 H. 63.0 X35 X60.0 RX27 LEG 49 .24 ce) a ■ W 7'-4 1/2" I 10 5'-11" EYEBROW (28" LEGS) 14.4 S.F. 1 15 LITE W J _ 8' CLG. 00 I 5 SH. [W� SHELF 00 I ~ ABV. 7 -g 8' CLG. _ 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY N R/S M.T. ■ \—DRYER EGRESS REQUIREMENTS. PROJECT o V.T.W. O ■ 18 CL L.T. O WH NOTES. NO. 17-015-046 +6'-8" 7'-8" ® 3'-7 1/2 7'-1 3/4" 18'-3 1/2" �I HDR. 1. WOOD STUD SPACING: (UNLESS DATE DRAWN 10-2-20 HT. 31" IN z zOT:U - VAULTED CLG. ) DRAWN BY MCA iv zu OTHERWISE NOTED ON PLANS _ 2 -8 I I '�' -EXTERIOR FRAME WALLS AT 16 O.C. 0� M oa O -INTERIOR O.C. ME BRG. WALLS CAYMAN 1560 Bel N M.T. 1� -INTERIOR FRAME NON-BRG. WALLS O R/S ,n 1E O ■ ■ I i 22"x54" ■ AC AT 24" O.C. LIVING 1560 SQFT x COND -KITCHEN CABINET WALLS AT 16" O.C. N 00 ATTIC ACCESS ® ® OE HDR. HT. n 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE GARAGE 372 SQFT 10'-4" r- UNLESS OTHERWISE NOTED ABV. I GARAGE 3. CONC. BLOCK WALLS ARE DRAWN LANAI 144 SQFT C4 8' CLG. 7 5/8" WIDE UNLESS OTHERWISE NOTED o_ ■ 4. TOOL CONC. BLOCK JOINTS INSIDE ENTRY 86 SQFT 6'-0" 1'-8' 3'- 3/4' +11 -4 ■ GARAGE WALLS (BRUSH & CLEAN) CLG. HT. 0j ■ 5. DOOR & WINDOW ROUGH OPENINGS TOTAL 2162 SQFT SHALL BE PROVIDED BY BUILDER HB BEDROOM #2 8"W. ARCH ABV. 6. TOP OF TYP. BEARING WALL +8'-0" CUBIC VOLUME OF 8' CLG. SEE ELEV. HB UNLESS OTHERWISE NOTED MICHAEL C. ANDERSON CONDITIONED SPACE _ in +6 -8 �q — — — 0 7. HEIGHTS ARE MEASURED ABOVE 12,480 CUBIC FEET HDR. HT. EGRESS o 11 -In TOP OF FOYER SLAB Digitally signe ■ 1 ■ ■ ■ 1 1 ~ aI i i 1 8. SEE STRUCTURAL NOTES FOR ichael by Michael 00 ■ FLAT ARCH ■ 00 °�° o ■ NJ j ■ ■ ADDITIONAL INFORMATION Anderson SHEET nders 4'-4" SOFFIT ABV. �' 0 FLOOR PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: 1'-4" 1'-4" N 20" 16'-0" 20" FL. LIC. AR0017305 2020.12.07 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n ' A 2mO 12'-4" 6'-4" 19'-4" (772)418-2118 07:22:29 -05 00 38'-0" PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 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. O Q O°Q DRYWALL BOARD CEMENTITIOUS FINISH DOOR TRIM PERIMETER CAULKING PLAN REVIEW REVISIONS ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM HEAD: #10 X 2-1/2" PFH WOOD SCREWS SPACED 4" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: #10 X 2-1/2" PFH WOOD SCREWS SPACED 4" FROM CORNERS, 18.94" O.C. MAX. 12 HEAD/JAMB DETAIL (2X BUCK) 16 MASTER PLAN REVISION EXT DOOR 10-2-20 3/4"x 4-1/2"P.T BUCK SET IN DOOR THRESHOLD SETIN 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" O.C. (MAX) SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION O TOP OF BLK. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +8'-0" A.F.F. PERIMETER CAULKING FLOOR COVERING DRYWALL BOARD o O [0.P NISH CEMENTITIOUS FI DOOR TRIM DOOR TRIM o 0 0 'O 0 0 0 -A p PERIMETER CAULKING 0 0 0 0. o O. "O Qp0 0 r ATTACH DOOR FRAME TO BLOCK WITH: CEMENTITIOUS COATING O HEAD: 1/4" X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 3" & 6" FROM MULLION. PERIMETER CAULKING ON BLOCK JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 4" CONCRETE SLAB r, FROM CORNERS, 18.94" O.C. MAX. ^� HEAD/JAMB DETAIL C1X BUCK) SILL DETAIL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OFSLAB� +0 0" A.F.F. EXT DOOR EXT DOOR (REF. ELEV.) Z� \ 12 RIGHT SIDE ELEVATION r� Q) 6 1/4" = 1'-0" ^4 CEMENTITIOUS COATING STUCCO FINISH rT, NIZZI ON LATH PERIMETER CAULKING (r CONC. OR MASONRY in 1'-Vt UCK co _ - - - - - - - 0- - - - - - - - O - - - - - - - - -0 TOP OF BLK. SEALANT AND NAILED - - - - - - - - - - SEALANT AND NAILED � \ 11'-7 5/8" Lo +8'-0" A.F.F. COIL AILSCASE AT 24'AO/C.ED 00 CIO 0) J ' °0O IQT . MAX. DOOR FRAME 1'-2 7/8" _ FASTEN TO SILL W/ CEMENTITIOUS COATING DRYWALL BOARD #6 x 1" SCREWS rn 41 -,till ® 2-0" 0/C BO 8' ON BLOCK CAULKING NI 00 _ <--FLOOR COVERING Q DOOR FRAME o FASTEN THRU BUCK W/ o. = W/ 3-1/4" x 1/4" (MIN) �°O0 00 O ..� O TAPCONS AT 24" 0/C. MAX IN PREDRILLED HOLES 4 I TOP OF SLAB BY MANUFACTURER GROUT BED - - — - - - - - - - - - - - - - - - - - - - - - CONCRETE SLAB 1'-2 7/8" +0'-0" A.F.F. 9°_4" (REF. ELEV.) JAMB/HEAD DETAIL SILL DETAIL (SGD) (SGD) O �, REAR ELEVATION OVERHANG SEPARATIONS 0) 1/4" = 1'-0" 1/4" = 1'-0" o W N U rn ti 2 J U) M Q 10 OR 1x4 P.T. BUCK SET IN x _ QLL. co z — CN SEALANT AND NAILED ALUMINUM FRAME o W � O Q Q N W/1-1/2" CASE HARDENED FASTEN THRU BUCK W/ J m Q pN COIL NAILS AT 12" 0/C. 3/13 1/4' TAPCON � Q J ip fi x SCREWS 0/C J ti MAX. MAX. IN PRED PREDRILLED ALUMINUM FRAME m CONC. OR MASONRY HOLES BY MANUFACTURER `SECURE FRAME TO SILL � PERIMETER CAULKING WITH SILICONE W F co C) CEMENTITIOUS FINISH CAULKING 12 6 Z O Q ti U CONC. OR MASONRY Q DRYWALL BOARD 1x3 OR 1x4 P.T. BUCK SET IN W W � W CAULKING SEALANT AND NAILED O000 0°0 . Oo R (n (n Z "—ALUMINUM FRAME W/1-1/2" CASE HARDENED ° .bo COIL NAILS AT 12" 0/C. O FASTEN THRU BUCK W/ 3/16"x3 1/4" TAPCON MAX. PRECAST OR POURED O O O TOP OF BLK. cY W SCREWS 0 24" O/C SILL MAX IN PREDRILLED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HOLES BY MANUFACTURER PERIMETER CAULKING +8'—O" A.F.F. LJLJ PERIMETER CAULKING DRYWALL BOARD CEMENTITIOUS FINISH CAULKING HEAD DETAIL JAMB DETAIL SILL DETAIL WINDOW WINDOW WINDOW CEMENTITIOUS COATING _ ON BLOCK 00 I o PROJECT �o NO. 17-015-046 - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF SLAB DATE DRAWN 10-2-20 RIDGE HEIGHT (REF�ELEV.) DRAWN BY MCA 6" SQ. RAISED +17'-10" A.F.F. LEFT SIDE ELEVATION CAYMAN 1560 B1 BLOCKS (PROJ. 3/4") 12 W/2" SPACE BTWN. _I �6 CEMENTITIOUS COATING 1/4" - 1'-0" TOP OF ARCH ON LATH LIVING 1560 SQFT +10'-10" A.F.F. 1. WALL FENESTRATION PER FBCR 2017 703.4 OOO GARAGE 372 SQFT 6'-2" ATTACHMENT PER MFRS. 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, ENTRY TRUSS BRG. RAID. >, RECOMMENDATIONS FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF LANAI 144 SQFT — — — — — — — — — — — —FG-YE L — — —C° — — — - 16 OVERHANG PRE-ENGINEERED ROOFING CEMENT. A.F.F. ROOF TRUSS i WDW. HDR. HT. B TYPICAL UNLESS / 6"W. RAISED TRIM OTHERWISE NOTED ' (PROJ. 3/4") +10 -4 A.F.F. L 1X2 NAILED TO TRUSS TAILS 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X ENTRY 86 SQFT W/ (2)-8d NAILS BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED TOP_OF BLOCK _ TOP OF BLK. P BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. .jL — — — — — — — — — _ - — — — — — — — — — — — — — — — ,I FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW TOTAL 2162 SQFT +8'-0" A.F.F. CONCRETE "U" BLOCK WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). co TIE-BEAM TOP COURSE �_ ALIGN TOP OF CUBIC VOLUME OF WALL PROJECTION AT co 00 ® ® TRIM W/ GARAGE — MICHAEL C. ANDERSON CONDITIONED SPACE HALL BATH BEYOND - o DOOR HEADER HORIZ. 2X2 NAILED TO _ co rn VERT. 1X2'S W/ 12d X 12,480 CUBIC FEET � 3-1/4" NAIL ATTACHMENT PER MFRS. Digital SI ne CEMENTITIOUS COATING ON BLOCK ALIGN TOP OF BAND W/ SEE PL N RECOMMENDATIONS ichael g y l BR. 3 WINDOW SILL HT. by Michael SHEET STAPLES @ 8" O.C. PER MFRS. a .� Anderson ,gkRECOMMENDATIONS r Date: TOP_OF SLAB MICHAEL C. ANDERSON, ARCHITECT OF RECORD +0'-0" A.F.F FL. LIC. AR0017305 2020.E 2.0] (REF. ELEV.) ,> CONTINUOUS VENTED SOFFIT 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 ,4' W. RAISED BAND (PROD. RETURN BAND 24 SOFFIT DETAIL n 07:22:46 -05 0 ■ 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) (772)418-2118 WINDOW SILL N.T.S. PLANS DESIGNED TO MEET THE REQUIREMENTS OF FRONT ELEVATION THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 1/4" = 1'-0" PRECAST HEADER SCHEDULE PLAN REVIEW REVISIONS ANCHOR SCHEDULE g_X (SIMPSON STRONG-TIE PRODUCTS MODEL NUMBER) LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN B-1 208" 81`16-113/1T 950 PLF 404 PLF SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) B-2 70" 8F8-1B/1T 1459 PLF 1272 PLF MASTER PLAN REVISION SIMPSON MTS12 < 1000 > 14-1 Od x 1 1/2 g-3 42 8F8-1 B/1 T 3166 PLF 2165 PLF 10-2-20 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) 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 r' W B-8 64 8F16-1 B/1 T 5365 PLF 2290 PLF C/) B-9 112" 8F16-1 B/1 T 1843 PLF 1133 PLF B-10 208" 8F16-1 B/2T 950 PLF 500 PLF C/) — 8 FL g-g CLG. COFFER (2) HETA20 LG. (2) HETA20 • • rn 8F8-1B 8F16-1B 2y #5 REBAR AT TOP co 44 (2) HETA20 TYPE DESIGNATI❑N MIN. (1) REQ'D \ ,� 1-1/2' CLEAR [1 F = FILLED WITH GROUT / U = UNFILLED a OH 8' FLAT I I QUANTITY OF #5 REBAR AT a = C.M.U. CLG. L — — J �BOTTOM OF LINTEL CAVITY 8F16 - 1B / 1T ' ` GROUT } #5 REBAR AT B❑TT❑M 0 N❑MINAL WIDTH LQUANTITY OF #5 OF LINTEL CAVITY N❑MINAL HEIGHT REBAR AT TOP II I B-5 7-5/8•AcruA 8' NOMINAL WIDTH B-8 I 8' FLAT CLG. LO rn N O (0 W N OH U � rn � w J � X VAULTED B U Q LL CO FRAMING NOTES: o B-5 � Z pJ000 N co W LL J 0 m Q 0 �DESIGN LOADS: — _j WIND: 160 M.P.H. AT 3 SECOND BURST m QLL or) (� ROOF: 37 PSF (20 L.L./17 D.L.) LLJ C) � c0 U 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. Z O Q WITH 2 EA. 16d TOE NAILED EACH SIDE VAULTED (DIAPHRAM AREA) E Lu U Z CLG. 3• AT BLOCK/STRUCTURAL FRAME WALL ti =O CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK W ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. © 24" W CATHEDRAL O.C. VERT ® (2)2x4 P.T. VERT. I j H 8' FLAT 4. SEE FRAMING PLAN FOR PRECAST LINTELS CLG. TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS PROJECT Li L BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER NSS N ER ON SIGNED AND SEALED NO. 17-015-046 B-3 I 8' GAT VC . AULTED 8CLGAT 6. ALL HEIGHTS NOTED ON PLANS ARE DATE DRAWN 10-2-20 MEASURED FROM TOP OF FINISH FLOOR DRAWN BY MCA (REF. ELEV. 0'-0") —(2)2x H_ CAYMAN 1560 B1 7. ALL TRUSS TO TRUSS CONNECTORS TO BE OH x i 22"x54" 1'OH ' SUPPLIED BY TRUSS MANUFACTURER. LIVING 1560 SQFT ATTIC ACCESS 8. SEE STRUCTURAL NOTES FOR ADDITIONAL 8' FLAT INFORMATION. GARAGE 372 SQFT CLG. 2X4 ®16"O.C. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE KNEEWALL TOP LANAI 144 SQFT 11 -4 A.F.F. ( ) TRUSS GIRDER 2 HETA20 (2) HETA20 ENTRY 86 SQFT I TOTAL 2162 SQFT II CUBIC VOLUME OF 6 ' 16"L Ib H — O H. MICHAEL C. ANDERSON CONDITIONED SPACE _ IT 12,480 CUBIC FEET ichae N p Digitally signed by Michael SHEET �E d Anderson 0 6 I FRAMING PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: 0 FL. LIC. AR0017305 n d e rs 2020.12.07 B-2 BOT. +6'-8" B-1 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE PORT ST. LUCIE, FL 34953 AFF 2x4 "X" BRACING TYP. (772)418-2118 n 07:23:02 -05 00 � 2x4 BOTTOM CHORD BLOCKING TYP.-SEE PLANS DESIGNED TO MEET THE REQUIREMENTS OF NOTE #2 THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS LEGEND SURFACE MTD. CEILING FIXTURE 4- PENDANT FIXTURE -� MASTER PLAN REVISION RECESSED LIGHT 3 #1 CU TH H N OR I> WALL MTD. BRACKET @ 72' A.F.F. 10-2-20 AL. EQUIVALENT FLUORESCENT FIXTURE 2" CONDUIT K WALL MTD. VANITY LIGHT 150 ® EXHAUST FAN ELECTRICAL LOAD CALCULATION 30 CKT 1560 S.F. AT 3 VA 4,7 kVA PANEL -0EXHAUST FAN W/ LIGHT r _ 44 0) 2 SMALL LAUNDRY CIRCUITANCE CIRCUITS 1500 VA EACH .0 kVA kVA METER V EXTERIOR FLOODLIGHTS O � Cl' RANGE 12,0 kVA 15 0 w �, Q 1 WATER HEATER 3,0 kVA M . B CEILING PADDLE FAN DISHWASHER 1.5 kVA (PREWIRE OR W/ LIGHT AS NOTED) (� DISP❑SAL 1.5 kVA DRYER 5,0 kVA WALL MTD. SMOKE DETECTOR SUBTOTAL 32.2 kVA I CEILING MTD. SMOKE DETECTOR FIRST 10 kVA AT 100% 10.00 kVA " O r�r � REMAINDER AT 40% 8.9 kVA 2 RIGID O.H. SERVICE F.P.L. Q CEILING MTD, CARBON MONOXIDE DETECTOR ^� TOTAL OF OTHER LOAD 18.9 kVA \ 10 kVA OF AC AT 40% 4.00 kVA CHIMES PREWIRE I I TOTAL 22.9 kVA -0 CHIMES PUSH BUTTON 4 NO. 4 CU. WIRE - � � W 22,900 VA DIVIDED BY 240 V 95.4 A TO UFER GRND. t TELEPHONE JACK � � ,� co � GFI I POOL SUB PANEL 30,0 A TV TOTAL 125,4 A CABLE TELEVISION JACK \ � ~ �\ I S.D. USE 150 AMP SERVICE 110 V, DUPLEX RECEPTACLE Cfl L J SCHEMATIC ELECTRICAL RISER 1/2 SWITCHED 110 V, DUPLEX RECEPTACLE O TV ( BACK TO BACK SERVICE) 110 V. GFI DUPLEX RECEPTACLE O 220 V. RECEPTACLE C.MID. OS.D. DEDICATED 220 V, OUTLET \ ❑ 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. LO RHEOSTAT SWITCH @ 42' &F.F, 1 � ELECTRICAL NOTES\ ___—____= TP TOUCH PAD FOR SECURITY SYSTEM o rn fl (0 GFI 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION O CENTRAL VACUUM OUTLET LOCATION LL] CV EXH. I I I \� UNLESS NOTED OTHERWISE. U FAN 1 I I �= ELECTRICAL DISCONNECT w J � X (N SINK W / GFI 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS : M PREI IRE I I y SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. o u U- CO I I I DISP. aCnrs CAT6 OUTLET p N 40= II 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI Z W > - o CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. J CO CV I I OUTLET FOR _J CO Of � N CAT5 I I I / \ MICROWAVE - _1 r- I I o 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER m Q LL 0') U i ; _ EQUIPMENT AS REQUIRED BY N.E.C. me LLJ U F- (0 U i u 5. IF NE BRANCH CIRCUITS ARE ADDED: Q O Q ti / I \ A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS W W D ~ \ SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY 0� U Lu O ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, LO U) ZO I • DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, ti = / I S.D. HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED I BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER COMBINATION � a TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH W \ S.D. I CIRCUIT (NEC 210.12 (B)). LL] O / / W, B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN / i I 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. DISC 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH AC 3 ED� A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF PROJECT 0 o SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND I GFI UPON ACTIVATION OF ONE ALARM.L'T' GFI WH NO. 17-015-046 _ 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM EXH. THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A DATE DRAWN 10-2-20 DISC. FAN OI I \ COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS DRAWN BY MCA / INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. S.D. \ WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING CAYMAN 1560 B1 U FISWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT e \ D SC. PROTECTION. EC.M.D. I i 22"x54" AC NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL LIVING 1560 SQFT x ATTIC ACCESS COND VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET I — — — W/ PULL CHAIN APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND LIGHT ABV. 2017 F.B.C. GARAGE 372 SQFT I GFI GFI GARAGE DOOR ELEC. \ I OPENER PREWIRE PANEL LANAI 144 SQFT / - - - - - - METER ENTRY 86 SQFT s.D. ' F_ NOTE: PROVIDE TILE FLOOR T� THROUGHOUT HOME. TOTAL 2162 SQFT PREWIRE TO ' FLOOD CUBIC VOLUME OF LIGHTS I MICHAEL C. ANDERSON CONDITIONED SPACE _ I / I 12,480 CUBIC FEET (D Digitally sign Michael b Michael FLOOD y SHEET °� n d e rs Anderson FLOOD � LIGHT LIGHT v ELECTRICAL PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: COACH LTS. _ _ / COACH LTS. FL. LIC. AR0017305 2020.12.07 PREWIRE - - PREWIRE 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n ' ■ (772)418-2118 07:23:18 -05 0 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION PLAN REVIEW REVISIONS R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) 12 ARCHITECTURAL FIBERGLASS SHINGLES OVER T4 STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: PER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING rr-- ---- I 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ELEV. AND PRE-ENGINEERED WOOD ROOF 11 LINTEL 3 SEC. BURST PER FBCR 2017 (6TH EDITION). ON DETAILS. DAMAGED WOOD NOT TO BE USED. TRUSSES AT 24 O.C. (SEE ROOF NAILING I 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. PATTERN DETAIL) Ij 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. MASTER PLAN REVISION 2x4 STUDS ® SPACING THE 2017 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR-LARCH, SOUTHERN YELLOW HURR. STRAP Cam? EACH TRUSS II PER PLANS REFER TO CONNECTOR SCHED. I 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM-FIR, OR SPRUCE-PINE-FIR. 10-2-20 I 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. TYP. O.H. I VERTICAL FILLED CELL i 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER R-30 INSULATION PER ROOF PLAN W/ 1-#5 BAR COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE j (2) 16d 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE ® 12" O.C. COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE NAILED AT 6" O.C. MAX. TOP% _OF_BLOCK i CONC. BLOCK WALL SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" REFER TO EXT. ELEV. 12 10d BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. • (2)2x4 P.T. W/1/2" DIA. ( ) " RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN ASTM C94 . W/ 10d NAILS UNLESS OTHERWISE NOTED. 1/2" CLG. GYP. BD. COUNTERSUNK BOLTS ® 6 O.C. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 8"x8" U-BLOCK TIE-BM. FILLED @ 24" O.C. VERT 3 1/4" TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. TO BE STRUCTURALLL 2 OR BE TER GROUP (IEXUNLDEISS OTHERWISE NG PREENG. DNOTEDSSES) r, ram., 0) ALUM. FASCIA AND 2 1/4 MIN EMBEDMENT CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE # C/) "�I W/ CONC. & (1) #5 REBAR CONT. ii WITH 2" SQUARE X 1/8" ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ►� Cl' DRIP EDGE UNLESS THICK HURRICANE WASHER FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER, SPECIES GROUP II rr,, OTHERWISE NOTED ^� PRE-ENG RED PRECAST LINTEL I FIBER MESH CONCRETE. °° SEE SHEET A 4.0 FOR DETAILS ON EXT. ELEV. II DETAIL AT 8. MAX. 1 HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. Qj CONT. ALUM. II g0° CORNER 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. n 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL ^y VENTED SOFFIT II TOP OF SLAB 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AS PER DRAWINGS. r, NOTE: 1x4 P.T. I AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH �^ f� WDW. HDR HT. L------ AS DEFINED IN ACI 53-99. f'm = 1500 psi � C ^ti SCREWS FOR DRYWALL ON WALLS: P OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. MAX. EDGE SPACING: 7" PLOYCEL SEALANT PER PLANS EXTERIOR FRAME WALL TO 11. NAIL PATTERNS: n MAX. FIELD SPACING: 16" RAISED CEMENTITIOUS 8. REBAR TO BE SIZE #5 GRADE 40, CONT. � ^� SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK TRIM PER ELEV. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12 O.C. OUTSIDE THE MAX. EDGE SPACING: 7" CON C. BLOCK WALL CONNECTION CHANGES OF DIRECTION WITH MINIMUM LAP OF 30 SPLICE ZONE (SEE NOTE #4). MAX. FIELD SPACING: 12" PER PLANS -DOUBLE STUD NAIL PATTERN AT 12" O.C.ALUMINUM WINDOW (REFER TO 9. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT 'r�,, O ^r, 4 FLOOR PLAN FOR SCHEDULE) EDGE, 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER 2 O.C. INTERNALLY.TO STUD- 4" O.C.O C EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END 24 MARBLE SILL RAISED CEMENTITIOUS ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE co 44 TRIM PER ELEV. 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x ^� 1/2" DRYWALL ON 1x2 P.T. PER PLANS THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. FURRING @ 16" O.C. THE FOLLOWING CRITERIA MUST BE MET: R-4.2 FOIL INSULATION W/ ANCHOR SIZE CONC. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" CDX 4 MIL VAPOR BARRIER CEMENTITIOUS COATING OVER 1/2» 3/4„ MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 6„ DIAGRAM. WD. BASE 4.1 8x8x16 CONC. BLOCK 5/8" 7/8" 0 4" 2500 PSI CONC. SLAB W/ 7 FIBER MESH ON 6 MIL. POLY 3/4 1 8„ 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN VAPOR BARRIER OVER TERMITE 1-#5 VERT. BAR TIED INTO AFTER HOLEIS DRILLED ALL CONCRETE DUST MUST BE REMOVED AND/OR MANUALY. TREATED CLEAN FILL COMPACTED #5 BAR DOWEL W/ STD HOOK 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. TO A MINIMUM DENSITY OF 95% AS AND RUNNING INTO LINTEL PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 DETERMINED BY ASTM D-1557 I (LOCATIONS PER FDTN. PLAN) STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER- 0'-O" - APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. I TOP OF SLAB MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" =I FINAL GRADE I SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" LO NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. STUCCO STOP AS REQ'D. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED a? PER LOCAL BLDG. DEPT. PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR C) Cv STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED J - CONC. FTG. PER ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER W co FOUNDATION PLAN APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE �..� J - I� MIXED PER MFG. DIRECTIONS. ALL PLANS, DETAILS, AND NOTES ON THESE J U) M Q TYP. EXT. BLOCK WALL USED, 00 DRAWINTRANSFER D, ORG ARE A OTHERWISE RY AND AREPRODUCED o LuNNOT BE LL, > g Z W > o WITHOUT THE APPROVAL OF RENAR HOMES U- CO0O 0 N - z J LL C-4 � wCo (D Z O Q U ti LOU Lu ) Z m Ld 3 4" DIA. X 6" DEEP HOLE FOR ~ce) =O :2 #5 BAR SET IN EPDXY ADHESIVE W OROOF EDGE 20 I W TOP OF BLOCK WALL GROUT SOLID AT III TOP OF CELL I y�A O O I O -ROOF EDGE SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL II 25" MIN. LAP OF REBARS I I 4' 20 I PROJECT I II O I O l O RIDGE NO. 17-015-046 3,000 PSI CONCRETE FILLED CELL DATE DRAWN 10-2-20 REINFORCED/FILLED i W/ #5 BAR I \Q 1 L 1 I DRAWN BY MCA CONC. BLOCK CELL OIO CAYMAN 1560 B 1 I I O - - ��� (Dig ALCOA TRADITIONAL "F" CHANNEL W/ 1/2" DIA L-BOLT I SAWCUT 1"W. OPENING IN WALL o O 5/8" CASEHARD "STUB" OR "T" NAILS (8" LONG) W/ 2" I FROM TOP TO BOTTOM FOR FULL O O O LIVING 1560 SQFT 10" O.C. IN CONC. BLOCK. OR WITH WASHER AT I HEIGHT REBAR PLACEMENT INTO 8d NAILS ® 10" O.C. IN WOOD 32" O.C. MAX. 2x6 P.T. I CELL - FILL SOLID W. CONCRETE PRE-ENGINEERED 10 ZONE 1-USE 8d RING SHANK NAILS @ 6" O.C. GARAGE 372 SQFT ROOF TRUSS , JAMB DETAIL SAWCUT APPROX. 4"W. X 24"H. �� ZONE 3-USE 8d RING SHANK NAILS L 2X2 NAILED TO EVERY OPENING IN WALL O ZONE 2-USE 8d RING SHANK NAILS O OTHER TRUSS TAIL W/ 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF II 0 6" O.C. 4" O.C. LANAI 144 SQFT (2)-10d NAILS NAILS AT 12" O.C. HDR. TO CLG. LINE Li 0 25" MIN. LAP OF REBARS I' NAILING PATTERN FOR ROOF CONCRETE "U" BLOCK jI' TOP OF SLAB ENTRY 86 SQFT TIE-BEAM TOP COURSE III ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. 60,4-EQUAL EQUAL 3/4" DIA. X 6" DEEP HOLE FOR TOTAL 2162 SQFT HORIZ. 2X2 NAILED TO 2x6 z 00 VERT. 2X2'S W/ (2)-10d P.T. 1/2" DIA L-BOLT 2x6 �w #5 BAR SET IN EPDXY ADHESIVE NAILS N (8" LONG) W/ 2" P.T. ALUM. NAILS 0.12 DIA. WASHER AT CUBIC VOLUME OF ADDED REINE. FILLED MICHAEL C. ANDERSON CONDITIONED SPACE = SHANK 3/8" DIA HEAD 32" O.C. MAX. 12,480 CUBIC FEET SEE PL N 1-1/2" LONG © 6" O.C. CN GARAGE DOOR BLOCK CELL DETAIL Digitally ALUM. NAILS 0.12 DIA. SHANK OPENING ichae 3/8" DIA HEAD 1-1/2" LONG - - NOTES: signed by (2) PER SOFFIT SEGMENT N -DRILLED HOLE TO BE CLEANED PRIOR TO Michael DISPENSING ADHESIVE SHEET "ALCOA TRADITIONAL VENTED ELEVATION -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE Anderson SOFFIT DETAIL ALUMINUM SOFFIT #V-144 -REBAR DOWEL TO BE CLEAN AND OIL FREE Date: N.T.S. GARAGE DOOR DETAIL MICHAEL C. ANDERSCON, ARCHITECT OF RECORD Anders 2020.12.07 FL.1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 07:23:34 A 6mO (772)418-2118 n -05,00, PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2x8 RIDGE BOARD SEE PLAN 10-2-20 SONRY CEMENTITIOUS COATING ON 2x6 RAFTERS AT 24" O.C. OREWOODAFRAM FRAMING MAX. - TOE-NAIL TO RIDGE I I LATH OVER 2 LAYERS 15# BD. W/ (2) 10d NAILS FELT OVER 7/16" OSB ROOF ---------- MORTAR JOINTS OVER GABLE END TRUSS 2x4 VERT. STUDS SHEATHING /4" TO 3/8" INSTALL SIMPSON HTSM16 I ® 4'-0 O.C. (PLACE (TYPICAL) r �. W/ (8) 10d NAILS TO TRUSS ATTACH I GALV. METAL ABOVE TRUSS BELOW) ^� r, o) FLASHING SIMPSON STRONG-TIE I PANEL � STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" I 2X4'S @ 16" O.C. 'H2.5' OR 'LSTA18' L__-- J ANCHORS MIN TAPCONS VERIFY NUMBER OF TAPCONS (4) 10d NAILS I 12 AT EA. END OF 2x4 WITH CONNECTOR SCHEDULE VERT. STUD 6 FIBERGLASS SHINGLES PRE-ENG'RED SEE Q Q PRE-ENGINEERED OVER �� 15# FELT ON TRUSSES NOTE #4 ROOF TRUSS L PROVIDE 2X4 BLKG 7/16 OSB J (NOMINAL SIZE) q @ 16" O.C. BEHIND (3) 10d NAILS NOTES: SEE b GABLE END TRUSS 1. HURRICANE CONNECTORS REQ'D I GLASS BLOCK UNITS NOTE #4 L------ --______- \---------- -- ______ __ _TOP OF BLOC AT 8'-0" O.C. PER PLAN 2. PROVIDE "H2.5" OR "LSTA18" ROOF n AT EACH RAFTER END SHEATHING PANEL ANCHORS & w rN 8" X 8" X 16" 3. PROVIDE 2x8 RIDGE BOARD CONCRETE LINTEL 2X FASCIA WHEN APPLICABLE I I REINFORCEMENT 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES EVERY OTHER BLOCK FILL WITH W/ DRIP EDGE L__ ___ ______J CONCRETE AND AT LOCATIONS WHERE VALLEY FRAMING DOES --- ------ -- ---------- COURSE OR 16" O.C. O (1) #5 BAR F Y 2X4'S @ 16" O.C. NOT BEAR ABOVE TRUSS WHICHEVER IS LESS r, P.T. 2X4 LEDGER BD. Z HAND FRAMED VALLEY DETAIL EXPANSION 1 2" EXT. GYP. BD. STRIP & SEALANT Co I L W/ 1/4" DIA. TAPCONS / THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER \ � (2-3/4" MIN. HORIZONTAL SPAN IS GREATER THAN 8'-0" @ JAMB & � HEAD LOCATIONS EMBEDMENT) SPACED 2'-0„ SIMPSON HUS24 (ONLY) ASPHALT EMULSION ALTERNATE TRUSS ANCHOR DETAIL 16" O.C. Cam? EACH JOIST/ THIN MORTAR @ CID 0) N.T.S. R ❑❑F AT SLIDING LEDGER BD. CONN. SILL LOCATION d' SPECIFICATIONS GLASS DOOR DETAIL - 1 STORY GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) O 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. EL: 36" ABOVE Lo ADJACENT FLOOR LINTEL BLOCK TOP COURSE SEALANT: SILICONE TYPE. rn FILLED W/ CONC. & 1-#5 BAR TOP OF HIGHER C i BLOCK WALL GLASS BLOCK INSTALLATION T_ 5x5x " WELDED zo z I�-- ----- U rn _j FLANGE ti z w II #5 BAR DOWEL o a- wJ U) Co Q o0 N TOP OF LOWER Q = w I W/ STD. 90° HOOK Q N ui BLOCK WALL I LL Z o CONC. BLOCK WALL _j Co O 00 N J � z L L N 1 1 3 4 x 1/4" STEEL PIPE #5 BAR DOWEL II VERTICAL FILLED Q 0° w � � CD I " TAPCON W/ STD. 90° HOOK ii CELL W/ 1-#5 BAR O Q ti TYP.4 LLJ ti IIE Lo U) z FLANGE WELDED BLOCK WALL- HEIGHT � ° 1 i ce) a- 5 TRANSITION DETAIL I U.S.B. SHEATHING Lu OVER WOOD TRUSSES H BOLLARD DETAIL I STUCCO FINISH ON USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS METAL LATH WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE BOND BREAK THROUGH THE WOOD DECK BY AT LEAST 1/8" PROJECT I PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE (2) LAYERS 15# AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE FELT ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE NO. 17-015-046 I DATE DRAWN 10-2-20 DRAWN BY MCA MEMBRANE BRIDGE FLASHING I 1" 1'-0" 1'-0" 1" CAYMAN 1560 131 I LIVING 1560 SQFT FLASHING / CONTROL + + + + + + + + + + + J❑INT + + + + + + + + + + + GARAGE 372 SQFT + + + + + + + + + + + + + + + + + + + + fo + + + + + + + + + + + + + + + + + + LANAI 144 SQFT + + + + + + + + STUCCO FINISH ON ENTRY 86 SQFT BLOCK TOTAL 2162 SQFT SHINGLE SIDE VIEW VOLUME OF SHINGLE NAILING DETAIL MICHAEL C. ANDERSON CONIDITIONED SPACE _ FLASHING DETAIL AT R ❑ ❑F HIGH WIND OR STEEP SLOPE N.T.S. 12,480 CUBIC FEET FRAMING ON MASONRY ichael D""allysigne by Michael SHEET n d e rs Dade rson MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 2020.12.07 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n 07:23:49 -05'0 6ml (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 moo PLAN REVIEW REVISIONS TOE NAIL (2) 16d EACH SIDE ROOF SHEATHING MASTER PLAN REVISION 2x4 BLKG. @48" O.C. � 2x4 BLKG. © 48" O.C. 10-2-20 ALUMINUM DRIP EDGE AND FASCIA PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT © 24" O.C. EA. 2X4 LADDER FRAMING FIN CORNE WINDOW TOP — GABLE END TRUSS 2x4 45° CROSS BRACING R ° NAILING FIN TRUSS MID AND AT 8' r CORNER AIR-INFILTRATION BARRIER -0" O.C. (MAX.) r, FLASHING ° — — . — — . — — — OVER EXT. SHEATHING (SEE O "�I r� TAPE — — — ° EXT. ELEV. FOR FINISH MAT'L.) C r� CORNER FLASHING TAPE ° ° TRUSS SETBACK TOP PER FRMG. PLAN FLASHING 2x4 TRUSS BOTTOM 12 TAPE \ SIDE CHORD BLKG. AT FLASHING TAPE SHEATHING PER 4'-0" O.C. REFER TO ° ELEV. FRAMING PLAN SIDE CHECKRAIL HURRICANE STRAP v 1 FLASHING _ _ _ _ _ @ EACH TRUSS PER (2) 16d COMMONS TAPE — FRMG. PLAN O 11q 4 4 TOE NAILED EA. SIDE I "4 WINDOW BOTTOM rrT, 6-� C ) SILL FLASHING TAPE #1 ^ 24rT, ------------ SILL FLASHING TAPE #2 Co ^4 WATER RESISTIVE BARRIER WATER RESITIVE BARRIER • � 1. CUT THE WATER RESITIVE BARRIER (1C) I I SHEATHING (� R'\_fT T CUT ! I FRAMING 8x8 U-BLOCK TIE-BEAM FILLED I I I I I--4TH CUT, r_- W/ CONC. & (1) #7 BAR CONT. I I 3RD I I MAKE A 6" CUT UP I I SCUT I I FROM EACH TOP I EXTERIOR I I I VERT. #5 BAR AT EA. REINF. CORNER AT A 45D I ANGLE TO ALLOW THE FILLED CELL PER FDTN. PLAN I I I 0 I I 450 I WATER BARRIER TO I I I I ��TYPj I BE LAPPED OVER THEFIN AT THE I j j �2ND� THE WINDOW j I HEAD OF i I IOI�_ 2NT 0 i GABLE END SECTION @ HIP ROOF Y- Y L-------------i I I I I I 1 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN L_- I Lo 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE 1 OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. 3 p rn NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP 6» co EACH SIDE OF THE OPENING. I W N 1 TOE NAIL (2) 16d EACH SIDE PLYWD. DECKING U I- p� 4. TAB EACHS SIDE OF SILL FLASHING TAPE AND FOLD. TABS AT C CORNER COR ER) (1F) FOLD TAPETO THE EXTERIORAND PRE S FIRM TO ( J ADHERES y\Y2�� 2x4 TRUSS TOP CHORD " o U M Q 00 uj IT TO THE WATER RESISTIVE BARRIER. BLKG. @ 48" D.C. 2x4 BLKG, @ 48 ❑,C. 2:: Q Q N 4 Z W > o 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE " CooQ Q N OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT 1�-I' - r- PRE-ENG. TRUSSES J ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1 G). Z) z LL N NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. i AT 24' D.C. / W � I 5 C2) 16d COMMON NAILS AT Q U Q N U I / / / EA. 2X4 LADDER FRAMING :2 O LLJti LLJ 2x4 45° CROSS BRACING / / 1/2" PLYWD. SHEATHING OVER E Cn I-- LLI AT 4'-0" D.C. / / GABLE END TRUSS FASTEN WITH Lo Cn O W/(2)16d NAILS AT EA. / / 8d NAILS AT 6" D.C. (N = TRUSS WEB MEMBER / // GABLE END TRUSS ce) 0_W / J N❑TE: w I X1ERI0R�Eyy / H 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME I 1 )IE HOLD FACE ❑F GABLE END HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE j 2x4 TRUSS BOTTOM \ TRUSS IN 3/4" BEYOND BLK. WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" I i CHORD BLKG, AT \ \ FOR CEMENTITI❑US FINISH BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 4'-0" D.C. REFER TO \ \ EkTER�aR VIEW 1 i I FRMG, PLAN \ )K HOLD FACE OF GABLE END \ \ \ TRUSS OUT 1/4" BEYOND BLK, PROJECT 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I I I \ \ FOR SIDING FINISH TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 1 2 I I \ \ NO. 17-015-046 I AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON I VERT COMMONS TOE WEB MEMBER I C2) 16d \ N HETAM AT EACH TRUSS I I \ VERT ER (24" ❑,C, MAX) BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2r\ I I 3 `,,\ \ DATE DRAWN 10-2-20 SHOWN. 1 I I NAILED EA. SIDE \ 16d COMMON NAILS NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I I �,\J AT 6" D.C. T❑ DRAWN BY MCA 1" 1 i i EkTER��R SEW \, 2x6 P.T. PLATE 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 1 CAYMAN 1560 B1 I EXPANSI❑N J❑INT AT 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES `,�\ I I I I I I CEMENTITI❑US FINISH OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL I I I 8x8 U-BLOCK TIE-BM. FILLED • LIVING 1560 SQFT CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE ��J I 3 I W/ CONC. & (1) #7 BAR CONT. COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE 1 I 2x6 P.T. PLATE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. I I CONT. W/ 5/8" DIA. GARAGE 372 SQFT I I NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) VERT. #5 BAR AT EA. REINF.4 I I I I FILLED CELL PER FDN. PLAN ANCHOR BOLTS I I @ 32" D.C. OR W/1/2" LANAI 144 SQFT DIA, ANCHOR BOLTS GABLE END SECTI❑N X-X @ 24 ❑C ENTRY 86 SQFT SCALE: NTS TOTAL 2162 SQFT CUBIC VOLUME OF MICHAEL C. ANDERSON CONDITIONED SPACE _ 12,480 CUBIC FEET Michael Digitally sign Ed by Michael SHEET Anders Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: FL. LIC. AR0017305 2020.12.07 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 A 6m2 (772)418-2118 07:24:05 -05'0 PLANS DESIGNED TO MEET THE REQUIREMENTS OF �7j/ THE 2017 FLORIDA BUILDING CODE—RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION OPEN TOEZ", W3 12 W3ql2 10-2-20 FAMILY RM. W3030 ° ° W2430 ° ° BEYOND OPEN TO 010 MICRO ° BEYOND BAR TOP � BAR TOP � SINK ° O ° ° ° w w ° ° ° ° ° ° ° o B 30 ti B12 B24 SIB 1 ,36 B18 o FILLER __4 D W 14" FILLER RNG REF 3/4 MICA TOP w o ON SHIM SCREWED TO SECURE q KITCHEN K T. AT RNG . KIT. AT S K /DW C/) 1 X 4 TOP PLATE w �, o ww WOOD N �j TRIM NOTE: w W NO REVEAL BETWEEN co w BACKSPLASH AND TOP \ WALL M TD. LT. CID 0) WALL MTD. LT. 2x4 STUDS d' E_, L 12 AT 16" O.C. MIRROR r\� 1 /2" DRYWALL NOTES : CER. 0 _ C. TILE MIRROR 1 . BATHROOM TOWEL BARS AT 54" A.F.F. M.C. M.C. 0 / � KITCHEN / BASE CABINET 2. BOTTOM OF MEDICINE CABINETS AT / FILLER FILLER 54" A.F.F. LAV LAV LAVLO ° ° ° ° O� 3. TOP OF BATHROOM SHOWER TILE >_ �__ o TO CEILING HT. 0 ~ = 0 ~ = w �; z � I z � U � rn � � o VB24 -7 __ Lj_ � o w J � � X 4. SHOWER HEADS AT 6'-8" A.F.F. 'ZI'Ir � CO c� Q W.C. SHWR. VB42 VB42 u - QU- oo = N Z J ( O coo FILLER � mooON BARTOP DETA L 5z � N � 4� m w BATH 2 M . BATH VA TY QC � C-4C) z0Qti � � � w 14" cn z �' o 3/4" MICA TOP M ON SHIM SCREWED TO SECURE J w 1 X 4 TOP PLATE WOOD PROJECT TRIM NO. 17-015-046 2x4 STUDS AT 16" 0.C. DATE DRAWN 10-2-20 DRAWN BY MCA 30" = SOAP 1 /2" DRYWALL CAYMAN 1560 B1 DISH Q0 RAD. Q I RECESS LIVING 1560 SQFT OPEN 00 0 KITCHEN GARAGE 372 SQFT TO - BASE CABINET HALL co a- Q X LANAI 144 SQFT 0 �o ENTRY 86 SQFT TOTAL 2162 SQFT CENTER CUBMICHAEL C. ANDERSON CONDIC VOLUME OF TIONED SPACE _ B A R T O P DETAIL ichae 12,480 CUBIC FEET TYP . SOAP DSH Digitally signed by Michael RECESSLOCAT ON Anderson SHEET Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs 2020.12.07 FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 07:24:22 -05'00' A 7mO (772)418-2118 n PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R - 6 FIBERGLASS DUCT WORK . o C C � o 6X6 r I 56 CFM � - - - - - - - - - - � I � w „ I I 4 � Qj I �uTIE0 T w 2� r. COMPLY V301. co w I I X I I I AC-1 I�CIM 201 6X6 165 CFM �-i3fl1 'I ^� 29 CFM I I EQUIPMENT SCHEDULE L — 4 — — — — #BRIER — — — 14X14 8" 3 TUN ^� R/A C.U. - CH14NA0360OG 0 16X16 I A.H.U. - F84CNF042L Oo R/A I HEA T- 05 KW 7„ COOLING CAP. - 34,200 XH 6X6 g 96 CFM HEAT CAP. - 33,800 " N 75 CFM ® ELECT- 208-230-1 k LO BRKR CU- 35 AHU-30 BMP CLIP 2X4 e SUErn E________= N GALV, CLIPS n REF. LINES- 314 318 III III O SEEL ZA PRD] lcTAPPR �S.E.ER. � 14.0 ovum Um ~O FL14239 cox SINKw/ HSPF - 8.20Cu � �°� � Q Co N 0 10X10 0 NT z53 CFM W � � � 12" I I 0 10X10 m0 � N II 55 CFM o II p pQ � � U II II W (p (7 u Z O Q C) W W 8X8 I 7" - � �Nco Z o 98 CFM 8" I a LLI T SUPPLY DUCT W 6» 14" E DRYER VENT 10X10 I THRU WALL R/A 4"24X24 6 X 6 � ....._-�_..�.. - - - - - - 4» I RHF A \ 41 CFM D 0 0 t PROJECT 9"1 4" NO. 17-015-046 EXH 6„ FAN \ DATE DRAWN 10-2-20 19 12X12 REF. LINES \�\� FLOA DRAWN BY MCA R/A 6X6 RUN /\'��� FRI]WA tY 28 CFM OVERHEAD) \��� � � � �� � CAYMAN 1560 B1 Fr 22"x54" ` AC OPYWALL STA4 LIVING 1560 SQFT x I ATTIC ACCESS COND f -- --- GARAGE 372 SQFT AIR HANDLER DETAIL 8X8 LANAI 144 SQFT 260 CFM 10X1 R/A ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF MICHAEL C. ANDERSON CONDITIONED SPACE _ — — — 12A 0 CUBIC FEET ichael Digitally sign by Michael SHEET HVAC PLAN nders Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: 1/4" - 1'-0" FL. LIC. AR0017305 2020.12.07 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n 8mO (772)418-2118 07:24:41 -05'0 ' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO Typical COrn@fSet SpecificationsLEDGER CONNECTIONS BY BUILDER. 0 9 (UNLESS NOTED OTHERWISE) N " * NOTE:ALL CEILING DROPS BELOW BEAM ARE Attach KingJack w/(3) j ID „ 0 ° Attach End Jacks �0.131NO ToeNails @ TC& Attach Corner Jacks w/(2) BY BUILDER. (UNLESS NOTED OTHERWISE) L ° o � ° ° ° , 38' w/ (4) 0.131"0 ToeNails @ TC 24"strap using (6) 10d x .131"0 ToeNails @ TC & BC � � > > E 2 �y & (3) 0:131"0 ToeNails @ BC 1-1/2"at each end of BC (typ ) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW FL- o wCD TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING ca � w S ~ m DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL ° ° a y �_ ° ° a- a a. Q _ _ c� u7 t� ►� ti ti ti ti ti ►� ti ti 11 ti co '` STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE : r 8 o o o INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR a 5 E .o -0 2 00 0, \\ GRAVITYAND UPLIFT LOADS. W ' a 2 - a o o -0 ._ .NQ0 FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 - L co° "- aL m 0= O J1 11 P AND/OR ENGINEER OF RECORD. a °-.� o. ° a. rn ` L- c o _ . t6 ,� _ •O "° y � L J3 y I I y J3P REPRESENTS THE LEFT SIDE �C ° f0 v/I O O = L 7yp. Corner Jack Placement - 1 10-15/1 6H 2 0 2 0 1 1-1/16 OF EACH TRUSS DRAWING J5 I Ul rn �' a ai Cno � � m '� Z y, J5P ( NOTE: REFER TO SIMPSON CONNECTOR w t E -2 -2)� C I , 1 L r ; CATALOG FOR INSTALLATION DETAILS ) = L ° 0 aW •3 �i� c�ao A01 f [X { A LUS24 H HHUS46 Q - - - ro �, y �- >_ N I J B LUS26 J THA422 R o o L 3 o cn N 0 O 1N,8„ --- -•-:;- y, -- -�'-=--___�_' _';�•,1II ,li' O0O E =i�an C HUS26 K MUS26 - - -12 A02 �=L° oLio° mn y E a)HUS28 L THJA26 T - - - 06oarnE HHUS26-2 M - - - U - - -81.15CESS`� - ` HHUS28-2 yFA03 w y .O N O0ro0o 2 �mG LUS46 P X - - - 2 .0 � Uu A04 — — — -- --r---- o CD 0 N �' N HBB HANGER BY BUILDER BBB BEAM BY BUILDER -D , „ _ � y2o3 ° ' � 0 � o w >,� o L 132 12 �;-' _ 0 M . y � Q '0. 0 A05 Z _ LSTA12 @ TC & BC * NOTE: LSTA STRAP `° _ ° `� o = � � Ea»= =, r 17 Zt LSTA12 @ TC INDICATED TO BE USED IN 0° 6° '- a o = O N N I M CONCORDANCE WITH w air L 'F m Zb LSTA12 @ BC CORNERSET DETAIL. r A06 ° o s o r ° o aim � � -� a� ° o LOADING ROOF FLOOR WIND LOAD =c, E co � y 0 rn Q o o o o .0 A07 a LIVE LOAD 20 - ASCE 7-10 •y o L �, ,o cc L �' > ' 0 t-V DEAD LOAD 10 - 160 B � 3 � � � � = � O :2 c S r° ° 0 ^ w °o CD r- A08 _> 2 0 LIVE LOAD 0 - Residential - CAT 11 0° w ° ° ' .L p/y 0 y ° � 0 mQ Ll LL0 O Z. L O L O — r �... L m0 DEAD LOAD 7 Closed 0 ro 3zA08 11-411 8'FLAT CLG _ 0 TOTAL LOAD 37 - FBC 2017 RES ' o ° � 2 m N o DURATION FACTOR 1.25 - TP1 2014 : _ : U �' -o ° -0 A09 Z = N � � mvr ° = @ LL cq _ a3 p y 0 O O N BRG 8 a REV DATE BY REMARKS 3%12 VAULTEp•L`LG - p .0 n A09 - --/--/---- - = U O N 00 o 0 A w N ° ° � O ui.. EMEM BRG@11'-4" 3 0 N - - - 3 12 L � m r O C i = 0 fn C-C 0A09 .1Z '3/12 VAULTED CLG 'o y E E ° N %� - --/--/---- - - 0 0 0 O o Zaon ;v o0 A09 i- - — --—-—----�-'+ - --/--/---- - a Q p E 0 ` %` ;% ' /12 VAULTED CLG - -- -- ---- - y U- 2 Maw m � � a) fir:p o N O 8'FLAT CLG 00 - -44---- - _ _ f` N bo � � s C5 m0 a m Q iU o 0 ` understood b PPRO O �; A10 VED - = 3 ` 2- , t is and stood that above � q � o ° w �, conditions have been reviewed & �, ; o L w are acceptable for the fabrication ❑ APPROVED AS NOTED F at trusses, elevations, ° 2 ° w ' _ E overhangs, fascias,ceiling REVISE AND RESUBMIT _ o yFOE °' elevations/pitches, bearing L ° � a c L () ° — t6 ° 8" RECESS A11 conditions &all detail pertaining REJECTED �,> > L " to this truss placement plan. No 0 y a ° _ ° 0 o L N back charges will be accepted o t2 W a. 7`0"1 without previous written approval DATE o -0 0 2 N r- N Al2 from an A-1 Roof Trusses p pp a0 � asL, 0 N EL G '- -� m 0 :21 N ° 0 0 O L FRAMED BOX OUT BY BUILDER I RAMED BOA�UTY BUILDER N 0 0 0 0 0 o representative. REVIEWED BY m° g 2 � '0 •=o 0 A13 PLAN DATE ARCH: --/--/---- STRUCT: --/--/---- �' 1 o 0 ------------------------------- M *Ichae 0 1'4" E04 ------------- , Digitally s i g n e d 0 > 0 _ .. CO3 N %ATTIC ACCESS _ 3 L o � y � 0 ;v 0 > o U ti 1'91,10 ___ ' CUSTOMER RENAR HOMES - o N y _ i= mc � o > c00�� i 4) 8 FLAT CLG N E03 - ---------- --------:_-� N B03 by M i c h a e l L -� E �- _wM 0 '� � a=iw _ om o5 > 0 •� � .= m 0 0 0 CO3 N 11'-4 LG s N JOB NAME CAYMEN 1560 ELEV B1 /LOT 46 � y o o - y= a C14All r B03 F Anderson 0 ' 2g L � O o0 t- N E02 ° � � 8OZ & m O _ w rn L _ 0 3 E 0 0 0 0' N 0 L m " N ui ti >0 a) n O CO2 cV 602 A n e rs Date: OPTION(S) COVERED LANAI C o s c -0 r m m r- ;c� E02 mcicLLiow ° f6 O aaso0oo � 00 � col N > N 2020. 12.07 MORNINGSIDE = 3 N m = 8 a w M COMMUNITY o 2 -0 .� _ � ° ° q r / LOT# �' � ° ° as ° � � ° M M - B01 ° E 2 T- 4O 07:25 :27 —05 '00' TLn = ° 'a+ U a0+ L as O � i 0 fn J5 cV > CITY � a-, aoio � ml- �03 J5B J5 ° mo 0 c w & E— 0 0 COUNTY � � _ � � ' � ' '� � E112cc 9 0 0 0 G y = a3 � U a) C J3 - o � � � `� oE - '. N > BLDG. BLDG. _ o o r = v u�i a O E 1 J3A J3 TYPE - # CL - 2 m s c y s0. _ - ° -� � v J1 _ � � �' � o= 3cM 'n as � 0 I- 0 (C o J1 J1 -���� Y�it�r►�rt�ft������- 2 _ .r o _� a o a' I 82616 MASTER ARMSCM1560BlL °' ° `� ° = > " :T t— 1 JOB # F •••••..• f 1� U E o m I— LL L C L ^.I "�a-. ram_ O m E ° �j "O vB 2 r •• a) N a) a) w M / _ r No. DRAWN 6 a`�= = DRAWN SCALE w � �, � NN °' � M Q C.0 t` ti ti W 2191Wjy Wgned by HamaP(aryey : — _ ^"-� 7/1 3/20 Q Q p L > U O = p DATE � 0 � o � 0 � coc to M LO M �I \� E ami�slam�when Inge i:!..' n� � MS NTS Z >,'0 W U a? d.N a) �A \ \ L CPhHama Pre av Wiat@m �� \-• ti a) > O An4 Wall se E 9 eerbl9 '� - _ •: ^� A � L ° L 7+_' C) � 8' rH aea a wwew a tram i a i CJ,'� w , Ll O V h 12 u , n , n ern a r yy Kt (� c E c 4 6 4 19 4 w o :o�.,eaa:, ga, ; rr`ri [''•. _C R t V �`y`` FRAMED BOX OUT BY BUILDER `����j,rf'""`������ z ~ **"" TRUSSES W C+ O U = a) o o Y J A FLORIDA CORPORATION can � c � a) '-a a) M � o Ph 772-409-1010/ Fax 772-409-1015 U' _ _ y on - ofa0 -a o yhttp://www.a1truss.com r