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HomeMy WebLinkAboutPLANSPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES HEAD:1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL:1/4" DIA. X 2-1/4" FL15225.5 +40.0 -40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «>> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS 0 FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE *10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 60.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2"' FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS O FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 60.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. GALV. ROOFING ILS NA,11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING «>> TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" FL18355.1 PRODUCTS, INC. ABOVE BUTT EDGE, APPROX.1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «>> ATTACHED THROUGH FASCIA AT 16 O.C. FL12019 +/- 50.0 PSF (MIN) HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY «>> METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 PSF:15.8" O.C. SPANS UP TO 5% 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5, 7" SPANS UP TO 9'-2", 54 PSF: 11.1" O.C. SPANS UP TO To 6.1" SPANS UP TO 9'-2" TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN TEMPO ICE BARRIER UNDERLAYMENT REQUIRED^ FLOW HAZARDS9 AIR FREEZING INDEX MEAN ANNUAL TEMPI Speed Topographic Weeth m ° Frost tile^ Temiits` LOAD (mph) eff.W (NA) CATEGORY' dePth WA See Fig. R301.2(4) NIA Negligible WA Very NIA WA NIA Heavy For SI: 1 pound per square foot = 0.0479 kPa,1 mile per hour= 0.447 m(_ a. Weathering is'neglibte" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)). The grade of masonry units shag 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. a. Termite infestation per Figure R3012(6) is 'very heavy." d. Wind speed shall be from the basic wind speed map [Figure R3012(4)). Wind exposure category shag be determined on a sitespeulk basis in accordance with Section R301.2.1.4. e. The outdone design dry-bulb temperature shall be selected from the columns of 97 V2-percent values for winter from Apperdu D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local wasthar experience as determined by the building official. f. Reserved. g. The applicable governing body shall, by local floodplain flcodplaln management ordinance, specify (a) the date of thejurBdkgom's entry Into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the dates) of the Flood Insurance Sally and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having judsdictlon, as amended. It. Reserved. I. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SO. FT. VENTILATION AREA REQUIRED - 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.75 SO. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT - 165.5% 12" WIDE SOFFIT = 411'. 8' WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT - (1655' X 1.21S) + (43.1' X 1.0') + (49.0' X .67') = 296.0 SO. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 % FT. X 11.74 SO. IN. / SO. FT. X 1 SQ. FT. / 144 SO. IN. - 24.14 SO. FT. CONCLUSION: VENTILATION PROVIDED - 24.14 SQ. FT. > VENTILATION REWIRED - 15.62 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval informations afndd approved IL iY Name: C I I l�rt �Gf 14� Signature:_ Certification Number: Date: DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -50.0 PSF 20 TO 49.9 44.0 PSF / -47.9 PSF 50 TO 99.9 41.2 PSF / -45.1 PSF 100 TO 499.9 39.2 PSF / -43.1 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -61.7 PSF 20 TO 49.9 44.0 PSF / -57.5 PSF 50 TO 99.9 41.2 PSF / -52.0 PSF 100 TO 499.9 39.2 PSF / -47.9 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF PROJECT & CODE DATA 'PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ULTIMATE DESIGN WIND SPEED140 MPH 160 MPH X 170 MPH NOMINAL DESIGN WIND SPEED:124 MPH BUILDING CATEGORY: II EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE). SHUTTERS: YES­X NO IMPACT RESISTANT ASSEMBLY: YES NO X 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) SCANNED BY St Lucie County JUL 2 f ST. Lucie C.OW IE MICHAEL C. ANDERSON 00 FL. LIC. AR0017305 PLAN REVIEW REVISIONS QBUILDING DEPT. COMMENTS MASTER PLAN REVISION 2-3-19 to rn C1i o � W co N �_ m J = � CO <LL' N �mpODN ^ ` 0 WWI_(OC7 ZOQnU LLI C/) LO N O co ll W J W PROJECT NO. 17-015-034 DATE DRAWN 7-1-19 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT 86 SQFT 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET CVR 9 9'— n" 16'-0" 8" 1'-4" A DETAIL 1 3'-1 0" 6'-8" 3'-10" 1'-0" 36"X36'X16" DEEP CONC. FTG. W/ (3) #5 EACH WAY C D ,E ■ ■ ■ ■ ■■ ■■ — — — — — — — — — — — — — ■ A I , r � HB 1 T G-coI 0 I I■ 1 I A - eAl �I 8'-8" 3'-8" I F 00 d I J RECESS SLAB I 1� FOR S.G.D. I 1 ■ ,I " 3 -1 1 /2 I I I( I I o LAV ■ I r I M I I 10 I r N II M LAV I 3 1/2" 10'-10 5/8" I o ■ I II °° o M er WC II II SINK W/ I ■ ■ SHWR. 0' - 0'� I DISP. 0 I 11'-7 5/8" I ) REFERENCE I r" M CE S SLAB A I 3 OR SHOWER FINISH FLOOR II® „ ■I 4" 2500 PSI CONC. SLAB W/ � I FIBER MESH, ON 6 MIL. POLY ■ VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN ■ I FILL. I H1 \ W. I m co INDICATES C.M.U. CELL FILLED 1 00 W/ CONCRETE AND (1) #5 VERT. M 0 I A REBAR CONT. FROM FOOTING TO I 1 TIE BEAM (TYPICAL) — AC — — ■ I ■ TUB/SHWR WC B1 , I 7'-11 7/ " ® LAV 1 I I i� ■ I F-- ---- I COND o I I 2'-10" 2'-6" w I w 1'-1 5, 8" I cJn I o I I q tooI I D � r M I D I � I h 5'-9" 5'-2" I °o I I ■ I Lo i °p I A 0 r� 0 I I I I I HB 1 i� ih SLOPE DOWN 1" � I r sr AT GAR. DOOR ml 0 I---- I I co - - - — U1� � 00 G ■ .. B 4'-4" , A 1'-4" 1-4,. 20" 16'-0" 20" 12'-4" 11 6'-4" 19'-4" 38'-0" rn 6x6 - 10x10 WWF w OR FIBER MESH a o 8" BAR 1 -4 /B� DETAIL 1 CONC. w SLAB a ki o GRADE I 12"(MIN) BELOW 8"1'-4" DD DETAIL t CONC. 1—#5 SLAB B00 AR a 4"�8" �� G DETAIL 1 6x6 — 10x10 WWF OR FIBER MESH CONC. 8" SLAB ' Z_ _ o 5 2— I S BAIIS I. I- 2'-0„ C DETAIL 1 6x6 — 1Ox10 WWF OR FIBER MESH 1—#5 CONC. BAR SLAB 8„ w / H \ DETAIL 5 1 2" FRAME 7 5/8" BLOCK w CONC. SLAB -7 I 2-#5 1._ 4" BARS DETAIL - S.G.D. 1 CONCSLAB 8" VARIES SLAB N SHOWER RECESS M L DETAIL 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY CONC. — A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 69'-1" AD = 59'-10" BE = 68'-6" BF = 61'-3" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1/4" = 1'-0" CONC. SLOPE SLAB r _# r GRADE BARS ' F DETAIL 1 1 CONC. 2-#5 SLAB BAR 0 4" 4" K DETAIL 1 0 SHOWER CONC. RECESS SLAB AT WALL GRADE -- 0 _ ## I BA#S M DETAILI -4 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3 MIN DETAIL 3"M_— —(, DOTING & REBAR 1'-O" TRANSITION PIPE THRU PF FTG. DETAIL 1 CONC. SLAB - CONC. SLAB 001 4"--1 8" 1 G1 DETAIL 1 i Il .� I JI 3" V.T.R. I �J I I�� 12" I \ LAV " 2 �\ LAV I I I � J 2" SHWR. 3" W.C. 3 3" V.T.R.Y�� I � I I I I I I I I 2"I I LA� I I 3„ W.C. I J�2" V.T.R. I I I I I V 2" i 2" V.T.R. SINK J� I I I I I 3" 2" WASHER 3" CLEAN OUT 3" 3" MAIN I TO SEWER TUB/ I OR SEPTIC TANK SHWR. SCHEMATIC PLUMBING RISER MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 ti w� CY) c r Lo Lo rn o CD W c N UH-CD j ��7 JX M Q _ - Q V- co �z p_0� P�1 J m 0 °0 cal w 1- co (9 ZOU¢�U U_ F- W Lf)IAZ � 0 cM IL W J W H PROJECT NO. 17-015-034 DATE DRAWN 7-1-19 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 _ 12,769.4 CUBIC FEET SHEET A loO J Goo EGG SA - 6 c I q,)'_n" 16'-0" 10'-6" OHDR. O HT. HDR. HT. TOP +065-8" A.F.F. EGRESS — P.C. HDR. ABV. ■ R/S — — — BOT. + 6'-8" A.F.F. 00 I 8'-0" CLG. 0 o v 15 -8 c G4" ©r 8'-8" CLG. _ — "— — — -I 15 -o COVERED EDG PATIO I HB 12 -0 ■ 0 I 7n I _ — —R/S— I \_lr- TYP. 4'-0- 0 I I I zQ I — R/S— I MASTER BEDROOM I COFFER I NI L---- } ------J M 15'-9 1/4" 0 �NDINING ROOM- el VAULTED CLG. to N +6'-8" 152 1/410'-3" HDR. HT. 3 HDR. HT.0 IN I 5'-2' 00 I ■ GREAT �OOM �_______-_ 00 00 CATHEDRAL CLG. oQ I\u I RAISED II M BARTO BENCH SEAT I I I ■ SINK W/ I j� DISP. II 0 ■ e WKITCHEN 6- w VAULTED CLG. DR. HT. N I o ■ I BEDROOM #3 15' I8 1/4" `; 10'-0 1/2" VAULTED CLG. 5 I 14„ 10 5-11"- 7 7'-4 1/2" 00 8 CLG. I I 5 SH. W. SHELF ® I M ABV. It 7'-9" 8' CLG. 0 I D. _ • N R/S M.T. DRYER o d V.T.W. 3 O\ D I7-8" +6' 4O 3'-7 1/2 7'-1 3/4" 18'-3 1/2" 0I N n HDR. HT. 1" IN �_ VAULTED CLG. 2'-8" z a�I i� 0a 0 N t of Q M.T. ■ Ic �I I I 22"x54" ■ AC R S — � — — � • N ,n \HDR. \ x i ATTIC ACCESS COND ® ® E HT. O n 10'-4" ABV. GARAGE of N 8' CLG. 0 i in 6'-0" 1'-8' 3'- 3/4' _ CLG. HT. 0 o � BEDROOM #2 8"W. ARCH ABV. 8' CLG. SEE ELEV. HB _ _ _ o HDR. HT.O EGRESS 11 in ■ou ■ ■ a ■ FLAT ARCH y 00 °�° o 4'-4" SOFFIT ABV. (n w 1'-4" N < 20" 16'-0" 20" 19'-4" 12'-4" 6'-4" 38'-0" FLOOR PLAN 1/4" = 1'-O" DOOR SCHEDULE O SIZE R.O. SUPERPER . Q REMARKS 1 3068 W/ SIDE LIGHTS 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.D. 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR W SELF CLOSING DEVICE 4 2868 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2068 1 INT. DOOR 7 1668 1 INT. DOOR 8 4068 BIPASS 2 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 2868 POCKET 2 INT. DOOR 11 16070 OVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE O SIZE PER R.O. SUPERLDG. Q REMARKS rA 35 SH 1 MUNTINS B 25 SH 4 4'W. X 3'-4"H. FIXED GLASS 1 OBSC. TEMPERED D 1/2 33 SH 1 OBSC. TEMPERED E 64"W.x36"H. EYEBROW (28" LEGS) 1 15 LITE 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON ? 0111 FL. LIC. AR0017305 C77777777 LAN REVIEW REVISIONS L STER PLAN REVISION 2-3-19 ti Lo O �J R C~ c r� ul rn 0 o w cV U != cn N _l-n6'1 ct C _ �QLL00 = p>IYoco LL J m Q 00 N J co < co w w f_ (9 c9 ZOQ�U ��rnZ 04 O cr) a. w J w H PROJECT NO. 17-015-034 DATE DRAWN 7-1-19 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 _ 12,769.4 CUBIC FEET SHEET A 2mO 00) IN z OMP ®� coo \3 EGG 5l' 6 ATTACH 1-1/2' X 4-1/2' P.T. BUCK TO BLOCK WITH: CONC OR MASONRY HEAD 1/4' X r FROM MMULTAPCONS SPACED : FROM CORNERS, 3' & 6' FROM MUWON. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, 16.94' O.C. MAX. NO 'a c' 1 DRYWALL BOARD CEMENnT1Ws FINISH DOOR �M BMETER CAULKING 4 DOOR FRAME TO 2X P.T. BUCK WITH: DOOR IRIM /10 X 2-1/Y PFH WOOD SCREWS SPACED 4' CORNERS, 3' & 6' FROM MUWON. JAMBS F1 2-1/2' PFH WOOD SCREWS SPACED 4' FROM RS, 1&94' O.C. MAX. HEAD/JAMB DETAIL (2X BUCK) EXT DOOR CONC OR MASONRY DRYWALL BOARD — DOOR Im— EACH DOOR FRAME TO BLOCK WITH: N: 1/4' X 3-3/4" TAPCONS SPACED 4' XJ CORNERS, 3' & 6' FROM MUWON. 43S 1/4' X 3-3/4- TAPCONS SPACED $ 1M CORNERS, 18,94' D.C. MAX -- I' x 4- 1/2- P.L BUCK SET N ILANT AND SECURED W/ S'E HARD NAILS O 12' O.C. (MAX) PERIMETER CAULKING FLOW COWERING— nTKX/ FI IS DOOR THRESHOLD SET IN BEAD OF CAULK AND FASTENED TO SILL WITH 1/4' BA X 2-1/4' TAPCONS SPACED 3' FROM CORNERS, 3' & 6' FROM MUWON cELME Tr s - 0 PERIMETER CAULKING DOOR TRIM 'o PERIMETER CAULARNC CONCRETE SLAB HEAD/JAMB DETAIL QX BUCK) SILL DETAIL EXT DOOR EXT DOOR 12 -16 CEMENTITIOUS COATING ON LATH 00 I 1 CEMENTITIOUS COATING ON BLOCK 3= p C 0 REAR ELEVATION lxJ OR ix4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COL NAILS AT 12' 0/C. MAX, CONC OR MASONRY DRYWALL BOARD CAULKING SCREWS O 24' 0/C MAX N PREDRILED HOES BY MANUFACTURER PERSVER CAULKING CEMENn77O1S RMSH HEAD DETAIL WIND❑W 1 /4" = 1'-O" FASTEN THRU BUCK W/ 3/16'x3 114' TAPCON SCREWS O 24' 0/C MAX N PREDRILLED HOLES BY MANUFACTURER PE2YIEIER CAULKING CEIIMENnnCUS FNISH -CONC OR MASONRY 1xJ OR 1x4 P.T. BLOC SET N SEALANT AND NAXED W/1-1/2' CASE HARDENED COI. NABS AT 12' 0/C. MAX. DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE ,. OoOe 80 o G. Q LPRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL WIND❑W RIDGE HEIGHT - 6" SQ. RAISED +17'-10" A.F.F. BLOCKS (PROJ. 3/4") d 12 W/2" SPACE BTWN. 16 CEMENTITIOUS COATING TOP OF ARCH ON LATH +10 -10 A.F.F. O�O 6'-2" ENTRY BRG- _ _ _ _ _ _ - _ _ _ _ _FG,� - - RAD. - +11'-4" A.F.F. 6"W. RAISED TRIM WDW. HDR. HT. (PROD. 3/4") +10'-4" A.F.F. ,jjkTOPOF BLOCK - - - - +8'-_.F. 0" AF. - - - - - - - - - - - - - - - - - - - - - - - - - (O OD ®® fO WALL PROJECTION AT HALL BATH BEYOND to B O 0) CEMENTITIOUS COATING ON BLOCK OF SLAB P 4-' ]Roil +O 0 ATF +REF. _ — ( ELEV.) 4 W. RAISED BAND (PROD. RETURN BAND 24" 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) WINDOW SILL FRONT ELEVATION 1 /4" = 1'-0" TOP OF BLK. +8'-0" A.F.F TOP OF SLAB OL +0'-0" A.F.F. (REF. ELEV.) 12 61 CEMENTITIOUS COATING ON BLOCK CEMENTITIOUS COATING ON BLOCK 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —TOP OF BLK 8' +-0" A.F.F.IF- -ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. RIGHT SIDE ELEVATION STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY 1x P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED al COIL NAILS AT 24' 0/C. I- DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4' (MIN) TAPCONS AT 24' O/C MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) 1 /4" = l'-0" DOOR FRAME FASTEN TO SILL W/ 16 x i' SCREWS O 2'-0' 0/C �Srlt';�rliPrtl�`Cri \ �- GROUT BED \—COIJCRETE SLAB SILL DETAIL (SGD) _ a O1 3 A 30 x LEFT SIDE ELEVATION 1 /4" = 1'-O" NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 2, PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). 12 16 WNDOW PRESSURE CHART 160 MPH TAG PRESSURES ZONE SgFt OA +46.1 / -50.0 4 10 O +44.0 / -47.9 4 20 © +41.2 / -45.1 4 50 O +39.2 / -43.1 4 1DO OE +46.1 / -61.7 5 10 0+44.0 / -57.5 5 20 © +41.2 / -52.0 5 50 OH +39.2 / -47.9 5 100 O +39.1 / -47.6 INT. 112 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EC — TOP OF BLK. — — TOP OF SLAB (REF. ELEV.) — _TOP OF BLK. TOP OF SLAB (REF. ELEV.) MICHAEL C. ANDERSON FL. LIC. AR0017305 Lo rn O O O W coN ~ m s J m J M = LL co �z LL00 QJ1Y0co J m Q I`_N c0 xWF co Z0<I- N O n = M a. w J w F- PROJECT NO. 17-015-034 DATE DRAWN 7-1-19 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 _ 12,769.4 CUBIC FEET SHEET A 3.0 ��� ')CA cry (2) HETA20 1'-4" - OH Imm m 1'-4" - OH (2) HETA20 �r I �o B-5 u on B-9 8' FLA CLG. C FER LG. (2) 1 (2) HETA20 -7 8' FLAT CLG. L---------J I 11 B-5 I 8' FLAT CLG. OH VAULTED CLG. II II VAULTED CLG. CATHEDRAL CLG. 8' FLAT CLG. I 8' FLAT CLG. VAULTED CLG. 8' FLAT CLG. -(2)2x _ i i >< 22"x54" ATTIC ACCESS 1'-4" OH 8' FLAT CLG. 2X4 ®I6"O.C. KNEEWALL TOP 11 -4 A.F.F. TRUSS GIRDER (2) 1 I s 16 - _ - - - - - — — I I II s C.H. N O - o �2 s B_2 I-P.C. HDR. BOT. +6'-8" AFF LL2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE ##2 1ETA20 IETA20 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 1/4" = 1'-0" PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1B/1T 950 PLF 404 PLF B-2 70" 8F8-16/1T 1459 PLF 1272 PLF B-3 42" 8F8-1B/1T 3166 PLF 2165 PLF B- 4 90" SF8-1B/1T 1029 PLF 959 PLF B-5 54" 8F16-18/1T 6039 PLF 2507 PLF B-6 70" 8F16-1B/1T 1459 PLF 1272 PLF B-7 112" 8F16-1B/1T 1818 PLF 980 PLF B-8 64" 8F16-1B/1T 5365 PLF 2290 PLF B-9 112" 8F16-1B/1T 1843 PLF 1133 PLF B-10 208" 8F16-1B/2T 950 PLF 500 PLF •Nf. r. 8FB-IB TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED PQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH i QUANTITY OF #5 NOMINAL HEIGHT) REBAR AT TOP BF16-1B #5 REBAR AT TOP —MIN, (1) REQ'D 1-1/2' CLEAR C.M.U. a #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8'ACTU4 S' 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. ® 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. B. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH E[ MICHAEL C. ANDERSON FL. LIC. AR0017305 P77777 LAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 lltzll N Q \C'q� CID r� CAI N LO rn r CV O 0`j mr � U rn^ ., J-nCA CAW JrnA� N Cj �z 0-Jof000 LL J m O � N — ` J ('wJ mQtL00)iU �LuF co CD ZUOQtiU r U)0 ih a W J W H PROJECT NO. 17-015-034 DATE DRAWN 7-1-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SOFT GARAGE 372 SOFT LANAI 144 SOFT ENTRY 86 SOFT TOTAL 2162 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET uSHEET A 4.0 FLOOD LT. EXH. FAN- I — _ I I I I A.F.F. i EXH.! FAN +4'-0"II A.F.F.^ 0 d S.D.La S.D.0 -I S.D. PREWIRE TO FLOOD LT. WP GFI J PREWIRE �m�rou KOM 1:.r JI I I W. OUTLET FOR MICROWAVE � _TrGFI �/ / DISC. DI -1 �\ SC. 1 I� 22"x54" AC i'< ATTIC ACCESS COND W/ PULL CHAIN I \ LIGHT ABV. GFI GFI I GARAGE DOOR ELEC. 1 1 I OPENER PREWIRE PANEL I- - - METER — TO FLOOD FLOOD LT. COACH LTS. COACH LTSTTSS.., PREWIRE _ _ - PREWIRE FEEDER 120/24OV-iPH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 2.0.0 A/C 22.000 INT A/C 65.000 CIRCUIT NO. CIRCUIT ID BRK AMP WIRE SIZE A PHASE A PHASE WIRE SIZE BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 8 40 RANGE 6 7 DRYER 30 10 8 40 RANGE 8 9 REFRIDG 20 12 12 20 WASHER 10 11 KITCHEN 20 12 12 20 BATH GFI 12 13 KITCHEN 20 12 14 15 BEDROOM ARC 14 15 H— W 30 10 14 15 BEDROOM ARC 16 17 H—W 30 10 14 15 GENERAL LITE 18 19 SPACE 74 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 14 15 WP/GARAGE GFI 22 23 DISHWASHER 20 12 0 14 15 GARAGE DOOR 24 25 0 14 15 GENERAL LITE 26 27 14 15 GENERAL LITE 28 29 0 30 31 32 33 0 34 35 36 37 38 39 1 40 41 1 42 ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 4.7 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL L5 kVA DRYER 5.0 kVA SUBTOTAL 32.2 kVA FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 8.9 kVA TOTAL OF OTHER LOAD 18.9 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 22.9 kVA 22,900 VA DIVIDED BY 240 V 95.4 A POOL SUB PANEL 30.0 A TOTAL 125.4 A USE 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN 1 /4" = 1'-0" 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 0 150 METEf M.C.B. 2" RIGID O.H. SERVICE F.P.L. NO. 4 CU. WIRE—Z TO UFER GRND. SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. LEGEND -0- SURFACE MTD. CEILING FIXTURE 4- PENDANT FIXTURE RECESSED LIGHT WALL MTD. BRACKET R 72' A.F.F. FLUORESCENT FIXTURE FV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) R� WALL MTD. SMOKE DETECTOR Q CEILING MTD. SMOKE DETECTOR O CEILING MTD, CARBON MONOXIDE DETECTOR CHIMES 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 J❑ 110 V. JUNCTION BOX 44 SWITCH R 42' A.F.F. p- RHEOSTAT SWITCH R 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM (2) CENTRAL VACUUM OUTLET LOCATION 4=I ELECTRICAL DISCONNECT acme 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 EDITI x MICHAEL C. ANDERSON FL. LIC. AR0017305 Lo Lo rn 0 0) (0 � U 0) 8 _1 0) J CC 41 J LL 0 o co co J m 0 N co wWu.tcoUr ZUUQtiU a Lo LU a r^i LLI J LLI I — PROJECT NO. 17-015-034 DATE DRAWN 7-1-19 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 _ 12,769.4 CUBIC FEET SHEET A 5mO ',Tja��y� aka. z1 �, ,e` <C' n 12 PER ELEV. R-30 INSULATION " 1/2- CLG. GYP. BD. 8 x8 U-BLOCK TIE -BM. FILLED W/ CONIC. & (1) #5 REBAR CON_ PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS ATE: ;REWS FOR DRYWALL ON WALLS: " 1x4 P.T. 4X. EDGE SPACING: 7 PLOYCEL SEALANT 4X. FIELD SPACING: 16' ;REWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK 4X. EDGE SPACING: 7" 4X. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL 2500 PSI CONC. SLAB W/ 3ER MESH ON 6 MIL. POLY kPOR BARRIER OVER TERMITE ,'EATED CLEAN FILL COMPACTED ) A MINIMUM DENSITY OF 95% AS :TERMINED BY ASTM D-1557 - 1/2" DRYWALL ON 1 x2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - GUNGKLIL --U- LSLUGK TIE -BEAM TOP COURS HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. O ,. PER ROOF PLAN. TP OF CK \ ' RE ER TO EXOT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW. HDR HT.- pER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMEN71TIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK I AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) I- Y TOP OF SLAB I FINAL GRADE III STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. J_ CONC. FTC. PER FOUNDATION PLAN I- TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS 0 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS ® 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS ALUM. NAILS 0.12 DIA. SEE PL N SHANK 3/8" DIA HEA 1-1/2" LONG ® 6" ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG (2) PER SOFFIT SEGMENT SOFFIT DETAIL ALUMINUM RSO FIITNVENTEDAL #V-144 D O.C. N.T.S. II I I II I I I I I I CONC BLOCK I I I II I Ij 1 I I I - L----- EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION REINFORCED/FILLED CONC. BLOCK CELL 2x4 STUDS 0 SPACING PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d n r 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 IVAILJ At IL uu. mum O ULG. LING t0 EQUAL EQUAL x6 '.T. 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P._ WASHER AT 32" O.C. MAX. M GARAGE DOOR OPENING cV ELEVATION GARAGE DOOR DETAIL WALL (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS ® 24" O.C. VERT 2 1/4" MIN EMBEDMENT WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER e �(2) 10d 0 6" O.C. 5 1/4- DETAIL AT TOP OF SLAB 90" CORNER STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FBCR 2017 (6TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94 THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f'm = 1500 psi S. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/4" MIN. HOLE DEPTH 5/8" 7{8" 6" 3/4 1' 7„ 7/8" 1 1 /8" 8., AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE 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 Z m 3/4" DIA. X 6" DEEP HOLE FOR 5w #5 BAR SET IN EPDXY ADHESIVF- �0 TOP OF BLOCK WALL GROUT SOLID AT TOP OF CELL II II SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL II 1 25" MIN. LAP OF REBARS SAWCUT APPROX. 4"W. X 24"H. OPENING IN 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 Iro, 3/4" DIA. X 6" DEEP HOLE FOR 5 w #5 BAR SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE O WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" COX 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" COX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE - - - - - - - - - - - - - - - - -I y�A O Oj I O ROOF ( EDGE - - - - - - - - - - - - OO RIDGE 4' O I 2 2 O 1 L 1 O I O O tcr 0 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. m 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY MICHAEL C. ANDERSON 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) FL. LIC. AR0017305 In an CD N o m LW co N ~ h s n J � o Q f/j -QLLN J O LL co JmonN w 1 W J Ixim WI-:w0 z0of C'4 �iOrn coO 04 a M W J W H SHEET � • 1 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 PRE—ENGINEERED ROOF TRUSS 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE iv 1 1" 1" 3" 0 x 1/4" WSTEEL PIPE FLANGE 4" TAPCON TYP.4 x5xj" WELDED BOLLARD DETAIL LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 Z Z 0 ~ J zmaf _ TOP OF LOWER < = LIJ a BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK TOP OF HIGHER BLOCK WALL II #5 BAR DOWEL II W/ STD. 90' HOOK I !I CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE BO. W/ (2) 10d NAILS — 2x4 VERT. STUDS ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) PRE—ENG'RED SEE TRUSSES NOTE #4 NOTES: 1. HURRICANE CONNECTORS REQ'D AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18" AT EACH RAFTER END 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY ROOF SHEATHING SIMPSON STRONG —TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 VERT. STUD NOTE #4 DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" D.S.B. SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY ROOF SHEATHING co co 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 EDITIOP MICHAEL C. ANDERSON FL. LIC. AR0017305 F EW REVISIONS [MASETERPUA-19 N 4� CID N Ln uo rn o 0) WCON U I'- 0) w J -n 0 r Cog JZ5 cl LL p J Jmp 00 N it W F-ccoo(9 ZOan(� n ") coz r S M D- W J W F— PROJECT NO. 17-015-034 DATE DRAWN 7-1-19 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 _ 12,769.4 CUBIC FEET SHEET A 6ml oGG CORNER_`^�\— \ FLASHING \ TAPE VVV CORNER FLASHING TAPE FLASHING TAPE SIDE FLAS TAPE FIN SIDE FLASH TAPE WINDOW TOP �c— NAILING WINDOW B( SILL FLA SILT 1. CUT THE WATER RESITIVE BARRIER (1C) I ATER RESISTIVE BARRIER I I !' 1ST CUT Af II �- T--- I �TH CUT, MAKE A 6" CUT �3RD� I FROM EACH TOP UP CUT � � + I I CORNER AT A 450 I I I I 1 ANGLE TO ALLOW THE WATER BARRIER TO I I <-TYPI I BE LAPPED OVER THE I I \ I I FIN AT THE HEAD OF I I �2ND� I I THE WINDOW. 1 - CUT _N I 1 1O 1 L- - - - - - - - - - - - J 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 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 (J¢" 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 THAP HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN ANC WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WAN BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE. GUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) � I I I I I I O I I I I I I I I I I I 1. ROOF SHEATHING � �E NAIL (2) 16d EACH SIDE 2x4 BLKG. ® 48" O.C. � �— 2x4 BLKG. ® 48" O.C. ALUMINUM DRIP EDGE AND FASCIA PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT 0 24" O.C. EA. 2X4 LADDER FRAMING GABLE END TRUSS 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT AIR -INFILTRATION BARRIER 8'-0" O.C. (MAX.) OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT L.) TRUSS SETBACK PER FRMG. PLAN 2x4 TRUSS BOTTOM ROOF 12 CHORD BLKG. AT SHEATHING PER V-0" O.C. REFER TO ELEV. FRAMING PLAN HURRICANE STRAP ® EACH TRUSS PER (2) 16d COMMONS FRMG. PLAN —� I— TOE NAILED EA. SIDE 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION © HIP ROOF Y—Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' O.C. 2x4 45" CROSS BRACING AT 4'-0' O.C. W/(2)16d NAILS AT EA, TRUSS WEB MEMBER 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' D.C. REFER TO FRMG, PLAN (2) 16d COMMONS TOE NAILED EA, SIDE 8x8 U-BLOCK TIE -BM, FILLED W/ CONC, & (1) #7 BAR CONT. VERT. #5 BAR AT EA, REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION X—X PLYWD. DECKING 2x4 BLKG. @ 48. O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - 1/2' PLYWD. SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. — GABLE END TRUSS NOTE: )K HOLD FACE OF GABLE END TRUSS IN 3/4' BEYOND BLK. FOR CEMENTITIOUS FINISH )K HOLD FACE OF GABLE END TRUSS OUT 1/4' BEYOND BLK. FOR SIDING FINISH — SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT CEMENTITIOUS FINISH 2x6 P.T, PLATE CONT. W/ 5/8' DIA. ANCHOR BOLTS @ 32' D.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' D.C. SCALE1 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 EDITIOf MICHAEL C. ANDERSON Olt � I I A 6.2 uo uo r 0) �- CV O W � co W co N m J ~ � r � 0 U) LL xLLN �z 0'Jw OfO LL J m Q� N Mco W�-:W Z0Q�U `n co ti = r� O_ W J W E- FL. LIC. AR0017305 OPEN TO W3 42 FAMILY RM. BEYOND Nil 0 0 BAR TOPS BAR TOP — KITCHEN NOTES: 1 VA 3. a A■ FILLER FILLER-J RNG BATHROOM TOWEL BARS AT 54" A.F.F. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. TOP OF BATHROOM SHOWER TILE TO CEILING HT. SHOWER HEADS AT 6'-8" A.F.F. 0 air KIT. AT RNG. m r-WALL MTD. LT. 30" ( I v RAD. D- E, OPEN bo 0 TO HALL C° °- O HALL ARCH BATH 2 CER. TI LE OPEN TO BEYOND SINK KIT. AT SINK/DW WALL MTD. LT. MIRROR M.C. M.C. FILLER //FILLER LAV LAV o o o o VB42 VB42 M. BATH VANITY �t- n 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE BARTOP DETAIL MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 Ail G I //(772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 O Q 7 R w� M N Lo rn N C) m oti � U rn� JcoA =< LL N r LL .J 00 0 °D N w 1 J W W�ccoU' L im < Zo¢v�U LL Lo r> D_ w J w F- PROJECT NO. 17-015-034 DATE DRAWN 7-1-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SOFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET L=:::j A 7mO i NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. DRYER VENT THRU WALL AC-1 EQUIPMENT SCHEDULE CARRIER 3 TON C.U. - CH14NA0360OG A.H.U. - F84CNF042L HEAT - 0S KW COOLING CAP. - 34,200 HEAT CAP. - 33,800 ELECT - 208-230-1 8RKR CU- 35 AHU-30 REF. LINES - 314 $ 318 S.E.E.R. -14.0 HSPF -120 AIR HANDLER DETAIL HVAC PLAN 1 /4" = 1'-O" BMP « GALV. CUPS 'qAP-.. h Lm"" InTa 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 EE MICHAEL C. ANDERSON FL. LIC. AR0017305 F EW REVISIONS MASTER PLAN REVISION 2-3-19 co o � � NQ q � w � �C\2w co N Lo Lo r CD o co W N U�rn'p� 5 rn CC�w oco LL = N LU �z 0->-jD_08M LL W J m Ow 1_ m¢LLrnU Ix W f= cq Z0< r LL w Z 2 r) co a w J W PROJECT NO. 17-015-034 DATE DRAWN 7-1-19 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 _ 12,769.4 CUBIC FEET SHEET A 8m0 8a I 4» I I I I I — — — I 10x1O 6xs I ia-s -ss I L— --- — —J $]I 0 va4 ; ,�4 9-� axe Z,4-7 I I 1R/A 16x16 I — R/A r RHF lax,n W/ Iwo S'3 I ism ; 4v.1 RAAz ova u II REF. LANES Ze 9 D. 101 2rx54- i x ATnC ACCESS NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. �DRYER VENT THRu wAu. COND AC-1 EQUIPMENT SCHEDULE CARRIER 3 WN C.U. - CH14NA036006 AL.H. U.-p�F84�aC'rNF042L `HFAr- 05 KIiY CGIO ING CAP. 34,20 HEA r CAR - 33,Sf10 ELECT - 200-230-1 4RKR CU- 35 A U-30 REF. LINES - 314 & 318 S&ER.-140 MSPF -120 HVAC PLAN 1 /4- - 1'-0- R Preferred Air Conditioning & Mechanical, Inc, 1643 Donna Road West Palm Beach, Florida 33409 P: 561.689-1093 / F: 561-478-0089 831 S Kings Highway Fort Pierce, Florida 34945 P: 772-878-7577 / F: 772-878.7510 CAC1817665 f 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 2D17 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIO1 L1r«:L1IWOW ZI*i 71 �Il� FL LIQ AR0017305 W rn <- CV o m W CO t- J~fir' A go co W\ 0°w�cocD ZOQ1U U Z C) D_ W J W E- SHEET W1 C Lr NOTE: ALL -I RUSS 7-0 WALL AND/OR i RUSS I LEDGER CONNECTIONS BY BUILDER 9 (UNLESS NOTED OTHERWISE) d n _ n * NOTE: ALL CEILING DROPS BELOW BEAM ARE A BY BUILDER (UNLESS NOTED OTHERWISE) 9 e ` w a v s .e N s 5 �o NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO cop, W ��2 = E e SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E > 3 _ •= STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING s s Z '� o DRAWINGS FOR GRAVITY AND UPLIFT LOADS. a e a p & p y d FOR BRACING & ERECTION DETAILS REFER a e . E a p - TO BCSI-03 AND/OR ENGINEER OF RECORD ............. ,� } IL- o = N _ C e -e •= r e N = 9 G r ` w w It 1' REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING < A'; JUS24 O THD46 E e o 9 O . _ a Q . n G a= B JUS26 JO MSH422 a •= E o= E r m o C a E d © THD26.... _.... OK MUS26 r 9 E d E N o 9 - (/��) a THD28. v t � 2 m e 6 2 T o O❑ G O TH626-2 ... _ E w S ~ ee = d p, N' � — d N q � O OF THD28-2 d� d t = C N � '= ` d Bw— HANGER BY BUILDER d��Nodo� = a o 9= o Y o • C.9 w N 9 G LOADING ROOF FLOOR WIND LOAD °° ; A E d e s e C p _ LIVE LOAD 20 ASCE 7-10iL 0 e t e - E. _ 00 0 DEAD LOAD 10 160 MPH EXP B E _ LIVE LOAD 10* CATEGORY II F m 9 a a= c m = DEAD LOAD 7 ENCLOSED E s _ U TOTAL LOAD 37 FBC-2014 m E d = � d ,2_ z e a DURATION FACTOR 1.25 1.00 TPI -2007 e w REV DATE BY REMARKS 5 _ d p e � = e. .g o T O F = Qlp Q .%1 = C O _ It is understood that above APPROVED .e ❑ _ > •_ ; e conditions have been reviewed e a o = & are acceptable for the fabrication at trusses, J APPROVED AS NOTED = M = e elevations pitches overhangs p = ❑ REVISE AND RESUBMIT fasctas,ceiling elevations/pitches, bearing _ _ e ❑ REJECTED conditions & all detail pertaining N ^ ` _ mt to this truss placement plan. No E _ ❑ _ s e 'g _ d ° back charges will be accepted 61 DATE without previous written = = o s s approval from an A-1 Roof Trusses representative. REVIEWED BY PLAN DATE ARCH: 2-3-19 STRUCT; / / _ 'N a ••- N s = " e a `_ ' .= CUSTOMER'RENARHOMES m > > m t of T Q• N O .. _❑ W y Oi C � .Q JOB NAME CAYMAN 1560 ELEVATION B1 GARAGE L `_ _ d t M s = a N LOCATION s a= c m== N _ y H C O O 9 _ ECOMMNTY V O MORNINGS1DE / LOT 34 /LOT # e = o BLDG BLG SINGLE FAMILY d e = F e TYPE o JOB # 76941 MASTER WRMS1560BIL ' 9 _ _ E = e a . DRAWN SCALE _ w a a DATE 2-13-2019 �2F „ SCANNED t= 3 a o c= 'q�^4.+tPa +xaarssxqpastras Ugnagy slgnetl by AnihonyT Tombo ill o /. 111/�p�e / a e W'"4,� I UE NFmn yTcmbcewu waarlo9.net ... �I \\ St 41J1'�EOUtty Z a C ' N- cTTc 6m O II CHony, gC pfc = E =I�RTQ-U u r ■F E �W 143r t 27� 6rJ ff2 �. e o o r 61 k ..aaar. u. c � ^' e v = •v +a ��lgpa FASCIA 2 A S` `• .,,..�° �'�a HIP LINE 132 �L A FLORIDA CORPORATION g = s� NA as` VALLEY LINE 21 It a N nt ° 'iy��.� Ph 772-409-101.0 / Fax 772-409-1015 a � SERIAL tt WASTE MATERIAL NOT INCLUDED _ e c r e E 3 SHFETINC AREA UNOE0. VALLEY TRUSSES AND- µ/� u 4d36b989999e20a51 b6cde8e @LOR To VERIFY CALCULATIONS http•//W ww,a I truss. com e _ ......... r-5 e.�v w