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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 DESIGN Weathering8 Frost line Termite° LOAD (mph) effectsk (NA) I APPROVAL PRESSURES 3068 W/ SDLT. EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 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 See Fig. R301.2(4) N/A SMOOTH STAR N/A Very TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. N/A N/A N/A STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX Heavy 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 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) O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA. GLASS BLOCK 8"x8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 18-0129.17 +/- 90.0 PSF (MIN) WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 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) O FIXED GLASS MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 55.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED ORGANINC FELT 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 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. ASPHALT SHINGLES HERITAGE TAMCO BUILDING « >> ALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. EDGE, APPROX. 1 & 13-1/2" FROM EACH END & 1/2 ABOVE EACH CUTOUT. AMERICAN CONSTRUCTION PROVIDE T -NAILS AT 12" O.C. IN F -CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS « >> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) HURRICANE SHUTTERS 8 GAUGE GALV. EASTERN METAL SUPPLY ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) PACING OF ANCHORS PER MANUFACTURER'S SPAN CHART FL 22270.1 PER MANUF. TEEL STORM «'> SPAN CHARTS ;ANELS TABLE R301.2(1) CLIMATIC AND GFOGRAPHIC DFRIGN CRITFRIA GROUND SNOW WIND DESIGN SEISMIC DESIGN f SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDSg AIR FREEZING MEAN ANNUAL Speed d Topographic Weathering8 Frost line Termite° LOAD (mph) effectsk (NA) I CATEGORY depth TEMPO REQUIRED INDEX I TEMP i N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. Reserved. c. Termite infestation per Figure R3012(6) is "very heavy" d. Wind speed shall be from the basic wind speed map [Figure R3012(4)]. Wind exposure category shall be determined on a site-specific basis in accordance with Section R3012.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2 -percent values for winterfrom Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f.Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. I. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SQ. FT. VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8" WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED. = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval Information and approved It. Name: V -Lt! a &C,4V404 011.11, Signature• 4�/,� Certification Number: i20U??!d 1" Date• DRAWING INDEX CVR A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 A-6.0 A-6.1 A-6.2 A-7.0 A-8.0 INDEX / PROJECT INFORMATION FOUNDATION PLAN FLOOR PLAN BUILDING ELEVATIONS ROOF / FRAMING PLAN ELECTRICAL PLAN WALL SECTIONS / NOTES WALL SECTIONS / NOTES WALL SECTIONS / NOTES INTERIOR ELEVATIONS HVAC PLAN PROJECT &CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 FRAME OPEN 160 MPH X MEAN BUILDING HEIGHT: 15' OVERHANG: 1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) . SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) DEAD LOAD: 10 PSF DEAD LOAD: 7 PSF PARTIALLY ENCLOSED 170 MPH COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.0 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.0 PSF 50 TO 99.9 24.7 PSF / -31.0 PSF 100 TO 499.9 23.5 PSF / -28.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 ti w tiC) w w qCYD 00 O \ ti O rn � N O 0) LU�ti U_rnn• LL 00 N ! CDN_ �LL oJIXC)G� J m Q QUO Co 0 UN WU_Q(0 04 LU LU 5 ti L0(Uj A z CN 0ti M a W J w PROJECT NO. 17-015-084 DATE DRAWN 3-22-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 00 I 0 i� 0 I i� 00 I i� 3 22'-0» 16'-0" 6'-8" 3'-10" 6'-8" 3'-10" 1'-0" 36"X36'X16" DEEP CONC. FTG. W/ (3) #5 1'-0" EACH WAY C D ,E 00 ;,r, 1 A I w 1 HB I 1 1 o I G ■ N 1 A _ A 1 o 1 I 8'-8" 3'-8" ■I � I F L J RECESS SLAB 1 FOR S.G.D. ■ ,3'-1 1/2" 7 5/8" LAV ■ II � 010 I ■ II N LAV ■ I I 3 1/2" 10'-10 5/8" 00I M II II 1 WC SINK W/ I ■ ■ SHWR.O' —0 1 DISP. 1 11'-7 5/8" II RECESS SLAB REFERENCE I 1 _ IrA ■ I SHOWER WERFINISH FLOOR I I I 4" 2500 PSI CONC. SLAB W/ FIBER MESH, ON 6 MIL. POLY ■ VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL COMPACTED TO A MINIMUM OF 95% AS DETERMINED BY ASTM D-1557 rH 1 W INDICATES C.M.U. CELL FILLED W/ CONCRETE AND (1) #5 1 r� A VERT. REBAR CONT. FROM I I 1 FOOTING TO TIE BEAM (TYPICAL) ■ TUB/SHWR WC rBl 1 I 7'-11 7/ " ® LAV 1Ao ■ 1 2'-10" 2'-6" I w I I CONE I 1'-1 0 5�8" I V a I o 00 A00I IrD rD 1 Lo 1 1 ■ 1 ;" 1 I N 1 1 5'-9" 5'-2" I 11-1 1 1 ■ Lo A I i o I I HB T� i� I F SLOPE DOWN 1" ao AT GAR. DOOR m� 0 I---- — -- I 1 M 1 I Lo 1'-4" 12'-4" G 1'-4" 20" 6F-4" 38'- 0" 16'-0" 19'-4" 20" ri N 6x6 - 10x10 WWF DNC. 6x6 - 10x10 WWF w OR FIBER MESH _AB OR FIBER MESH Q CONC. 8" > SLAB d VARIES GRADE 2-#5 BADS "I A S 8 BARS 8" 1'-4'2'-0„ DETAIL B DETAIL C DETAIL 1 1 N 6x6 - 10x10 WWF CONC. w OR FIBER MESH SLAB Q CONC. 1 f-0» SLOPE SLAB o GRADE ----- GRADE 2-# I 12"(MIN) 2-�# BA r BELOW BAS 8"1'-4' 1 D DETAIL F DETAIL 1 1 CONC. 1-#5 1-#5 SLAB rBAR SLAB BAR SLAB co — 4'8»8» af a °' G DETAIL H DETAIL 1 1 5 1 2"FRAME 7 5/8" BLOCK w CONC. ui CONC. 2-#5 00 SLAB > SLAB BAR o I • • _I 2- #5 r BARS 1 4�'-411 o_ J DETAIL - S.G.D. K DETAIL po 1 1 CON C. 811 8 SLAB VARIES CONCq�ii RECCESS ---- SLAB _ AT WALL ---- - --- ---- GRADE NSHOWER o RECESS r7 BAS , 4�, L DETAIL M DETAIL 1 1 1 d- i 0 00 NOTE: ALL FOOTINGS DESIGNED FOR ' 2,500 PSF SOIL BEARING CAPACITY 00 d 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" PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN 3" MI — DETAIL - 4��FOOTING & REBAR TRANSITION PIPE THRU PFF'NFTG. DETAIL 1 En CONC. Fr SLAB a 8» H1 DETAIL 1 CONC. SLAB 7 lco 4" 8"1 G1 \ DETAIL i j I� 3" V.T.R. I �I 12» I \ LAV 2" r. LAV I I 3» I I 2» W.C. SHWR 3" 3» V.T.R j .r � I I I 1 I 2"' LA�✓ I I I » JAI 2" V. T.R. I I I I I 2" SINK j1I 2" V. T. R. I I I I I I 3" AJ 2" WASHER 3" CLEAN OUT W.C. i 3» 3" MAIN I TO SEWER 2" ' OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON �,1 1 ^1st FL. LIC. AR0017305 KNREVIEW REVISIONS MASTER PLAN REVISION 2-3-19 O �t 0 I � o I W co N Urnti i� _j 550 U)C�'t coN Lo LL _� N_ 00 I LL i� 0 i� 0 I i� 00 I i� 3 22'-0» 16'-0" 6'-8" 3'-10" 6'-8" 3'-10" 1'-0" 36"X36'X16" DEEP CONC. FTG. W/ (3) #5 1'-0" EACH WAY C D ,E 00 ;,r, 1 A I w 1 HB I 1 1 o I G ■ N 1 A _ A 1 o 1 I 8'-8" 3'-8" ■I � I F L J RECESS SLAB 1 FOR S.G.D. ■ ,3'-1 1/2" 7 5/8" LAV ■ II � 010 I ■ II N LAV ■ I I 3 1/2" 10'-10 5/8" 00I M II II 1 WC SINK W/ I ■ ■ SHWR.O' —0 1 DISP. 1 11'-7 5/8" II RECESS SLAB REFERENCE I 1 _ IrA ■ I SHOWER WERFINISH FLOOR I I I 4" 2500 PSI CONC. SLAB W/ FIBER MESH, ON 6 MIL. POLY ■ VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL COMPACTED TO A MINIMUM OF 95% AS DETERMINED BY ASTM D-1557 rH 1 W INDICATES C.M.U. CELL FILLED W/ CONCRETE AND (1) #5 1 r� A VERT. REBAR CONT. FROM I I 1 FOOTING TO TIE BEAM (TYPICAL) ■ TUB/SHWR WC rBl 1 I 7'-11 7/ " ® LAV 1Ao ■ 1 2'-10" 2'-6" I w I I CONE I 1'-1 0 5�8" I V a I o 00 A00I IrD rD 1 Lo 1 1 ■ 1 ;" 1 I N 1 1 5'-9" 5'-2" I 11-1 1 1 ■ Lo A I i o I I HB T� i� I F SLOPE DOWN 1" ao AT GAR. DOOR m� 0 I---- — -- I 1 M 1 I Lo 1'-4" 12'-4" G 1'-4" 20" 6F-4" 38'- 0" 16'-0" 19'-4" 20" ri N 6x6 - 10x10 WWF DNC. 6x6 - 10x10 WWF w OR FIBER MESH _AB OR FIBER MESH Q CONC. 8" > SLAB d VARIES GRADE 2-#5 BADS "I A S 8 BARS 8" 1'-4'2'-0„ DETAIL B DETAIL C DETAIL 1 1 N 6x6 - 10x10 WWF CONC. w OR FIBER MESH SLAB Q CONC. 1 f-0» SLOPE SLAB o GRADE ----- GRADE 2-# I 12"(MIN) 2-�# BA r BELOW BAS 8"1'-4' 1 D DETAIL F DETAIL 1 1 CONC. 1-#5 1-#5 SLAB rBAR SLAB BAR SLAB co — 4'8»8» af a °' G DETAIL H DETAIL 1 1 5 1 2"FRAME 7 5/8" BLOCK w CONC. ui CONC. 2-#5 00 SLAB > SLAB BAR o I • • _I 2- #5 r BARS 1 4�'-411 o_ J DETAIL - S.G.D. K DETAIL po 1 1 CON C. 811 8 SLAB VARIES CONCq�ii RECCESS ---- SLAB _ AT WALL ---- - --- ---- GRADE NSHOWER o RECESS r7 BAS , 4�, L DETAIL M DETAIL 1 1 1 d- i 0 00 NOTE: ALL FOOTINGS DESIGNED FOR ' 2,500 PSF SOIL BEARING CAPACITY 00 d 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" PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN 3" MI — DETAIL - 4��FOOTING & REBAR TRANSITION PIPE THRU PFF'NFTG. DETAIL 1 En CONC. Fr SLAB a 8» H1 DETAIL 1 CONC. SLAB 7 lco 4" 8"1 G1 \ DETAIL i j I� 3" V.T.R. I �I 12» I \ LAV 2" r. LAV I I 3» I I 2» W.C. SHWR 3" 3» V.T.R j .r � I I I 1 I 2"' LA�✓ I I I » JAI 2" V. T.R. I I I I I 2" SINK j1I 2" V. T. R. I I I I I I 3" AJ 2" WASHER 3" CLEAN OUT W.C. i 3» 3" MAIN I TO SEWER 2" ' OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON �,1 1 ^1st FL. LIC. AR0017305 KNREVIEW REVISIONS MASTER PLAN REVISION 2-3-19 SHEET A 1.0 Lo Lo _ rn o W co N Urnti _j 550 U)C�'t coN LL _� N_ J O LL J m 0 � N mW�t°OU QU0 IX 04 0 � Z 0 ti 2 ce) W J W F_ SHEET A 1.0 0 i� Lo ■ 0 N - R/S - 00 I \ `� 15'-8 3/4" O .� I HB I 8' CLG. R/S 0 R/S co ■ c r \I N 8' CLG. v I +6'-8" HDR. HT. co � O I'7 M 00 I ■ 1 00 0 0 r I Lo r 22'-0„ 16'-0" 10'-6" 1'-4" M.C. O8' CLG. 0 1'-4" SHGC OB' O C.B. COLS.- �j HDR. HT. HDR. HT TOP + 6'-8" A.F.F. r SH WR - HEADS & ■ 2 SETS 96X80" 53.3 S.F. ■ ■ --� - VERIFY EGRESS LOCATIONS P.C. HDR. ABV.-■ 36"X62" 15.5 S.F. O 8'-0" CLG. _ KC68'=8"_CCG_. ------I GARAGE DOOR W/ SELF CLOSING DEVICE BOT. + 6'-8" A.F.F. 2868 ' DEFAULT +6'-8" 6 " 7'-80 15'-0" 1COVERED 2068 POCKET PATIO I 8' CLG. 7'-1 3/4" I I2'-0" INT. DOOR 31 IN 0 ; z �= r zo oa VAULTED CLG. r I r I INT. DOOR 8, -0 4t -O" 1 0 I "04I R/S Q M. T. ©( MASTER BEDRIOOM ---- = Lo (n ■ ■ ■ ■ ■ ■ INT. DOOR I COFFER I - ® ® L---- -----J 15'-9 1/4" 10'- 4 INT. DOOR o 16070 GVHD. DOOR ® ABV. 1 GARAGE DOOR I � I � - n_ DINING ROOM ■ 10 M.C. O8' CLG. 0 N SHGC 00 REMARKS I it 3068 W/ SIDE LIGHTS INSTALL 2 R/S SH WR - HEADS & 2 2 SETS 96X80" 53.3 S.F. OF CONTROLS of O - VERIFY EXT. DOOR LOCATIONS 0 ■ 3 -5" \ B W M HDR. HT. N ■ 04 BEDROOM #3 j� VAULTED CLG. r ■ 7'-4 1/2" I I 15'-[ 2 1/4" I I GREAT DOOM CATHEDRAL CLG. I I I I I 15'-18 1 /4" I I I ■ 6'-0" 11-81 3 4' +11'-4" 3'- / CLG. HT. ■ 0 I BEDROOM #2 r 8"W. ARCH ABV. 8' CLG. SEE ELEV. +6'-8" A - HDR. HT. EGRESS o Q Y °0 ■ FLAT ARCH ■ 00 m o ■ ■ 4'-4" SOFFIT ABV. ( w 1'-4" N U_ 20" 12'-4" 6'-4" 38'-0" I io fq 00 n I 0 N VAULTED CLG. OO ■ +6'-8" 101-39p HDR. HT. FLAT 5'-0" BARTOP C=====_=N- 1 I U SINK W/ � DISP. 0 I OI KITCHEN VAULTED CLG. I � 10'-0 1/2" 5 4'-4„ 10 5'-11» 8 CLG. 5 SH. W. AC 18'-3 1/2" 8' CLG. SHELF ABV. F@7 V.T.W. 3 \ i 22"x54" I X \ ATTIC ACCESS GARAGE 8' CLG. E 16'-0" 191-419 ■ ■ ■ 20" COND HB 0 I 00 00 I d - FLOOR PLAN DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS iv 3068 W/ SIDE LIGHTS 64"X7"X2 6.2 S.F. R/S .05 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR 0 0 36"X62" 15.5 S.F. O ■ 8' CL GARAGE DOOR W/ SELF CLOSING DEVICE 4 2868 ' DEFAULT +6'-8" 6 " 7'-80 1/293 2068 POCKET 13.3 S.F. 7'-1 3/4" N H R. INT. DOOR 31 IN 0 ; z �= r zo oa VAULTED CLG. r .25 1 INT. DOOR Lo i'7 1 0 0 R/S N 9 M. T. 8 4068 BIPASS ---- = Lo (n ■ ■ N INT. DOOR 9 2068 BIFOLD 14.4 S.F. ® ® O HDR. HT." 2868 POCKET 10'- 4 INT. DOOR 11 16070 GVHD. DOOR ABV. ■ 6'-0" 11-81 3 4' +11'-4" 3'- / CLG. HT. ■ 0 I BEDROOM #2 r 8"W. ARCH ABV. 8' CLG. SEE ELEV. +6'-8" A - HDR. HT. EGRESS o Q Y °0 ■ FLAT ARCH ■ 00 m o ■ ■ 4'-4" SOFFIT ABV. ( w 1'-4" N U_ 20" 12'-4" 6'-4" 38'-0" I io fq 00 n I 0 N VAULTED CLG. OO ■ +6'-8" 101-39p HDR. HT. FLAT 5'-0" BARTOP C=====_=N- 1 I U SINK W/ � DISP. 0 I OI KITCHEN VAULTED CLG. I � 10'-0 1/2" 5 4'-4„ 10 5'-11» 8 CLG. 5 SH. W. AC 18'-3 1/2" 8' CLG. SHELF ABV. F@7 V.T.W. 3 \ i 22"x54" I X \ ATTIC ACCESS GARAGE 8' CLG. E 16'-0" 191-419 ■ ■ ■ 20" COND HB 0 I 00 00 I d - FLOOR PLAN DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ SIDE LIGHTS 64"X7"X2 6.2 S.F. .19 .05 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR 3 2868 SOLID CORE 36"X62" 15.5 S.F. .49 .24 1 GARAGE DOOR W/ SELF CLOSING DEVICE 4 2868 48"X40" DEFAULT DEFAULT 6 INT. DOOR 5 2068 POCKET 13.3 S.F. 1 INT. DOOR 6 2068 25.5"X37.375" 54 .25 1 INT. DOOR 7 1668 6.6 S.F. 1 INT. DOOR 8 4068 BIPASS 63.0"X35"X60.0"RX27" LEG .56 .25 2 INT. DOOR 9 2068 BIFOLD 14.4 S.F. 1 INT. DOOR 10 2868 POCKET 2 INT. DOOR 11 16070 GVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62" .55 .22 1 MUNTINS 7, 22.4 S.F. B 25 SH 36"X62" 15.5 S.F. .49 .24 4 FL. LIC. C 4'W. X 3'-4"H. 48"X40" DEFAULT DEFAULT 1 GLASS BLOCK 13.3 S.F. D 1/2 33 SH 25.5"X37.375" 54 .25 1 OBSC. TEMPERED 6.6 S.F. E 64"W.x36"H. 63.0"X35"X60.0"RX27" LEG .56 .25 1 15 LITE EYEBROW (28" LEGS) 14.4 S.F. 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. DOTES: 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 1/41' = 1'-0" MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON 7, FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 w tic)) ww cn � o� p E_ E-4 � r ^4 Q) N Lo Lo 04rn o �- to HcoN U_rnti Luo - 'mt _ - Q LL co N p>OY0� ow " J_m0�N ~ r �zJ_j awl-=(qQ z0< Lo CD Z i` O M !1 W J W H SHEET A 2.0 ATTACH 1-1/2' X 4-1/2' P.T. BUCK TO BLOCK WITH: CONC OR MASONRY HEAD: 1/4' X 3-3/4" TAPCONS SPACED 4' FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4" FROM CORNERS, 18.94' O.C. MAX. DRYWALL BOARD CEMENTITIOUS FINISH DOOR TRIM PERIMETER CAULKING ATTACH DOOR FRAME TO 2X P.T. BUCK HATH: 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. HEAD/JAMB DETAIL (2X BUCK) EXT DOOR CONC. OR MASONRY DRYWALL BOARD— DOOR TRIM— ATTACH DOOR FRAME TO BLOCK WITH: 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, 16.94" O.C. MAX. 3/4' x 4-1/2' P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS A 12' O.0 (MAX) PERIMETER CAULKING FLOOR COVERING — CEMEN7171OUS FINISH DOOR THRESHOLD SET IN BEAD OF CAULK AND FASTENED TO SILL WITH 1/4" DIA. X 2-1/4' TAPCONS SPACED 3' FROM CORNERS, 3' & 6' FROM MULLION 0 0 —PERIMETER CAULKINGO a° �Q d ' bob- - o°— DOOR TRIM PERIMETER CAULKING CONCRETE SLAB HEAD/JAMB DETAIL (1X BUCK) SILL DETAIL EXT D❑❑R EXT D❑❑R CEMENTITIOUS COATING ON LATH / O CEMENTITIOUS COATING ON BLOCK 12 RIGHT SIDE ELEVATION 16 1/4" = 1'-0" REAR ELEVATION SET IN VED :R HEAD DETAIL M WINDOW 1/4" = 1'-0" ALUMINUM FRAME F11 Fil FASTEN THRU BUCK W/ 3/16'0 1/4' TAPCON 00 I CEMENTITIOUS COATING _ ON BLOCK o 2 MAX IN PREDRILLED HOLES BY MANUFACTURER ALUMINUM FRAME SECURE FRAME TO SILL PERIMETER CAULKING t WITH SILICONE CEMEN7171OUS FINISHCAULKING CONC OR MASONRY I 10 OR 1x4 P.T. BUCK SET IN REAR ELEVATION SET IN VED :R HEAD DETAIL M WINDOW 1/4" = 1'-0" ALUMINUM FRAME F11 Fil FASTEN THRU BUCK W/ 3/16'0 1/4' TAPCON SCREWS 0 24' 0/C MAX IN PREDRILLED HOLES BY MANUFACTURER ALUMINUM FRAME SECURE FRAME TO SILL PERIMETER CAULKING t WITH SILICONE CEMEN7171OUS FINISHCAULKING CONC OR MASONRY I 10 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILEDa°od .Q o 0 W/1-1/2' CASE HARDENED COIL NAILS AT 12' 0/I: MAX PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD �— CAULKING JAMB DETAIL WIND❑W 6" SQ. RAISED BLOCKS (PROJ. 3/4") W/2" SPACE BTWN. +10'-10" A.F.F. SILL DETAIL WIND❑W Ah RIDGE HEIGHT +17'-10" A.F.F. `r 12 16 _I OOO 6'-2" ENTRY TRUSS BRG.__ — — — — RAD. ----- ------ -- ---- 6"W. RAISED TRIM WDW. HDR. HT. (PROJ. 3/4") +10'-4" A.F.F. ,jkTOP_OF BLOCK — — — — — — - WALL PROJECTION AT HALL BATH BEYOND - CEMENTITIOUS COATING ON BLOCK TOPOF SLAB +0'-_0" A.F.F.- (REF. ELEV.) �r CEMENTITIOUS COATING ON LATH 1 F11 Fil FM_ t I • 4"W. RAISED BAND (PROJ. RETURN BAND 24" 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) WINDOW SILL FRONT ELEVATION TOP OF BLK. +8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 12 6F STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY 1x P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24' 0/C MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ TAPCONS AT 24C. 40/1 MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) DOOR FRAME FASTEN TO SILL W/ 16 x 1' SCREWS 0 2'-0' 0/C '•o Do °oQ GROUT BED CONCRETE SLAB SILL DETAIL (SGD) C0 rn N i 0 0 0 CEMENTITIOUS COATING00 _ ON BLOCK I 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —TOP OF BLK F.F. A. ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. LEFT SIDE ELEVATION PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COUR: HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL 1/4" = 1'-0" ATTACHMENT PER MFRS. RECOMMENDATIONS L 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS u rATTACHMENTPER MFRS. 'E PLN RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT N.T.S. O 12 16 — TOP OF_BLK. — — TOP OF SLAB .F.F +0'-0" A. (REF. ELEV.) it 1'-2 7 L 9'-4" L Q OVERHANG SEPARATIONS 1/4" — _TOP OF BLK. +8'-0" A.F.F. _ _TOP OF SLAB +0'-0" A.F.F-*. (REF. ELEV.) 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). MICHAEL C. ANDERSON _ �rt MICHAEL C. ANDERSON, ARCHITECT OF RECORD�f 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 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 U) r- N C:) rn co w ti U_rnti J ctU) Ch 0 U) 0 Q Ll. co wLu _C) O _N J ry O (.0LL r004im0CN C) 5ZcNU co WF (p0 94 W W a ~ U W � co Z O M 0- w J W H t'KVJCI. i NO. 17-015-084 DATE DRAWN 3-22-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86S I TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 3.0 (2) HETA20 , 1'-4" • OH B-5 0 1'-4" - OH (2) HETA20 B-5 IR -1_n_1 oil I B-1 208" 8F16-1 8/1 T lml 404 PLF I 70" 8F8-1 B/1 T 1459 PLF 1272 PLF B-3 'FPO 8F8-1B/1T 3166 PLF 2165 PLF B-4 90" 8F8-1 B/1 T 1029 PLF 959 PLF (2) HETA20 8' FLAT 8F16-1 B/1 T 6039 PLF 2507 PLF B-6 70" 8F16-1 B/1 T 8' FLAT 1272 PLF i 112" 8F16-1 B/1 T 1818 PLF 980 PLF B-8 64" 81716-1 B/1 T VAULTED 2290 PLF B-9 112" 8F16-1 B/1 T 1■ 1133 PLF B-10 208" 8F16-1 B/2T 950 PLF it 7-5/8'ACTUA 8' NOMINAL WIDTF 8' FLAT �L 1■ FLAT VAULTED 8' FLAT ACCESS 8' FLAT NEEWALL TO:' 041-,TRUSS8' GIRDER NOATTIC lryi goME,c I Nil I_ g-2 L P.C. HDR. BOT. +6'-8" AFF 2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 -0� (2) HETA20 OH • 1'-4" OH (2) HETA20 ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-1 Od 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" 8F16-1 8/1 T 950 PLF 404 PLF B-2 70" 8F8-1 B/1 T 1459 PLF 1272 PLF B-3 42" 8F8-1B/1T 3166 PLF 2165 PLF B-4 90" 8F8-1 B/1 T 1029 PLF 959 PLF B-5 54" 8F16-1 B/1 T 6039 PLF 2507 PLF B-6 70" 8F16-1 B/1 T 1459 PLF 1272 PLF B-7 112" 8F16-1 B/1 T 1818 PLF 980 PLF B-8 64" 81716-1 B/1 T 5365 PLF 2290 PLF B-9 112" 8F16-1 B/1 T 1843 PLF 1133 PLF B-10 208" 8F16-1 B/2T 950 PLF 500 PLF 8F8 -1B TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED �QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8E16-1B/1T NOMINAL WIDTH LQUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 8F16 -1B FRAMING NOTES: #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 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 0 (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROMNCETOWN 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 �► �i w ti � ww �qCYD Q ��-zi wry �N� lel c ^I 0 LO om co W o N co J ~ c ~ =U- N - Q 00 w _� O N � - o _j 0 CO J m 0 co N J u � W F_ (9 (9 Q U� U Z O 1" it �� uj Z 04 O c�i d W J W H PROJECT NO. 17-015-084 DATE DRAWN 3-22-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 4mO 0 :... Ld Q = J N` to oz ;• 7-5/8'ACTUA 8' NOMINAL WIDTF FRAMING NOTES: #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 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 0 (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROMNCETOWN 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 �► �i w ti � ww �qCYD Q ��-zi wry �N� lel c ^I 0 LO om co W o N co J ~ c ~ =U- N - Q 00 w _� O N � - o _j 0 CO J m 0 co N J u � W F_ (9 (9 Q U� U Z O 1" it �� uj Z 04 O c�i d W J W H PROJECT NO. 17-015-084 DATE DRAWN 3-22-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 4mO EXH. FAN- I 1 I PREWIRE I I \PREWIRE I I I I ` I I � I I I \\ I44i L----- S.D. . ... ......... . 0 . .... ..... . .. ...... .......... ....... ....... . ......... . ......... .. ...... ... —J 0 PREWIRE S.D 0• C.MD. S.D O • C.M D. OS.D. I I I PREVIRE 1 11 I CAT5 / I I I o GFI COACH LTS. PREWIRE GFI �Y 0 GFI AC 0IIIIIIIIIIIIINIM1111do \ 4.7 / / � L kVA LAUNDRY CIRCUIT 1.5 DISC. RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA \ i x 22"x54" DRYER 5.0 i �Y � ATTIC ACCESS 32.2 i — — — W/ PULL CHAIN kVA REMAINDER AT 40% 83 kVA LIGHT ABV. 18.9 kVA 10 kVA OF AC AT 40% GFI GARAGE DOOR ELEC. TOTAL I OPENER PREWIRE PANEL I I � POOL SUB PANEL I I I I 110 V. JUNCTION BOX —69— I / I RHEOSTAT SWITCH @ 42' A.F.F. TPU I 0 OUTLET FOR MICROWAVE COND METER COACH LTS. PREWIRE 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 DISP❑SAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 32.2 kVA FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 83 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 t EXTENT OF AREA 7777 FOR VINYL OR TILE ..... ............... ............... ..._. PER CONTRACT 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 150 M.C.B. 2" RIGID O.H. SERVICE F.P.L. NO. 4 CU. WIRE TO UFER GRND. O METER 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. 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. ELECTRICAL PLAN 1/411 = 1'-0" LEGEND SURFACE MTD. CEILING FIXTURE 4- PENDANT FIXTURE RECESSED LIGHT K> WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE WALL MTD, VANITY LIGHT ® EXHAUST FAN -0- EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) }O• WALL MTD, SMOKE DETECTOR U• CEILING MTD. SMOKE DETECTOR U' CEILING MTD. CARBON MONOXIDE DETECTOR -� CHIMES CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE CE 220 V. RECEPTACLE DEDICATED 220 V. OUTLET 0 110 V. JUNCTION BOX —69— SWITCH @ 42' A.F.F. 0-- RHEOSTAT SWITCH @ 42' A.F.F. TPU TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION L0 ELECTRICAL DISCONNECT <rAn CAT6 OUTLET MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE—RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON r FL. LIC. AR0017305 (PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 rr w,c) O . ww �qco V W� Lo "y Lo [� N 0 Lo Lo O CSO W co N o J�M�00 cz_ _Q 4 LL �JofCDGr% J m Q N u- e^ m < 0 Z 0 ti Lu R�(nZ � O Ma_ W J W H SHEET A 5.0 12 PER ELEV. R-30 INSULATION 1/2" CLG. GYP. BD. - 8"x8" U -BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONT: PRE-ENG'RED PRECAST LINTEL - SEE SHEET A 4.0 FOR DETAILS NOTE: SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO 1x4 P.T. FLOOR PLAN FOR SCHEDULE) 4" 2500 PSI CONC. SLAB W/ FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 MARBLE SILL 1/2" DRYWALL ON 1x2 P.T. FURRING Q 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - UUVCKtIt _'U" BLOCK TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL 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. `N�% / TYP. O.H. ,. PER ROOF PLAN_ \ ' RO BLOCK ER TOP OF EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT VWDl'PER W..HDR HT. PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS I jo RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) ::101-019 - 1 --'TOP OF SLAB FINAL GRADE III STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. 7___l_CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS 0 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS 0 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS `ALUM. NAILS 0.12 DIA. :E PLN SHANK 3/8" DIA HEAD 1-1/2" LONG 0 6" O.C. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT *V-144 II II II I II I I I I 1 I 1 I I I I I I I I I !1 EXTERIOR FRAME WALL TO LINTEL 2x4 STUDS @ SPACING PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR - (2) 16d I -I" n r -fir CONC. BLOCK 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 TOP OF SLAB CONC. BLOCK WALL CONNECTION REINFORCED /FILLED CONC. BLOCK CELL 1/2" DIA L -BOLT (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. I- 2x6 P.T. FROM BOT. OF ivAiL3 i n i L v.�.. Lo Lo HUM I U ULU. LIIVt o) o rn r- co W C�o;M04 N co JM `- EQUAL EQUAL o = !x6 cO m 0 00 N '.T. d \-1/2" DIA L -BOLT 2x N (8" LONG) W/ 2" P." ZUOQ1U WASHER AT V) 0 Z 32" O.C. MAX. c+� d W C14GARAGE J W DOOR OPENING cV � ELEVATION N.T.S. GARAGE DOOR DETAIL U 0 n �(2) 10d ® 6" O.C. -et3 1/4'9 DETAIL AT yu I1UKIVtK GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W SAWCUT APPR OPENING IN W, 25" MIN. LAP STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FBCR 2017 (6TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10 10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. fm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH 1/210 3/4" 5/8" 7/8» 6" 3/4» 1 » 7» 8" 7/8" 1 1/8" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 0 w z"" ^'" X 6" DEEP HOLE FOR :T IN EPDXY ADHESIVE BLOCK WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE SLAB X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE �o ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES L 50 OROOF EDGE O I d I y�A O ROOF I I EDGE I 4' O( (D lO RIDGE I I I 2 2 2O I d I I Lo OZONE 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. 0 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 �PKLAtNREVIEW REVISIONS MASTER PLAN REVISION 2-3-19 1171, O wq � q co � Qq wo O Q4 Qq c SHEET A 6.0 Lo Lo o) o rn r- co W C�o;M04 N 0 JM o = co00 N LLu u cO m 0 00 N 0 z m < _m Lu I.- ZUOQ1U V) 0 Z O c+� d W J W F - SHEET A 6.0 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 LpN 1 t 1" in 3"0x1/4" STEEL PIPE " TAPCON TYP.4 ix5xj" WELDED 'LANGE BOLLARD DETAIL (4) 10d NAILS 12 o__] 0 6 PROVIDE 2X4 BLKG © 16" O.C. BEHIND GABLE END TRUSS O P.T. 2X4 LEDGER BD. W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 2P_089 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL -1 STORY LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1—#5 BA TOP OF HIGHER BLOCK WALL II #5 BAR DOWEL II W/ STD. 90' HOOK I li CONC. BLOCK WALL 1 I L 11 VERTICAL FILLED ii CELL W/ 1—#5 BAR I I BLOCK WALL HEIGHT TRANSITION DETAIL CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 7/16" OSB OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S @ 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS _TOP OF BLOCK PER PLAN � �— 2X FASCIA W/ DRIP EDGE 2X4'S © 16" O.C. 1/2" EXT. GYP. BD. SIMPSON HUS24 © EACH JOIST/ LEDGER BD. CONN. Z Z O= J uj - TOP OF LOWER = w BLOCK WALL --- #5 BAR DOWEL W/ STD. 90° HOOK 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE—NAIL TO RIDGE BD. W/ (2) 10d NAILS 2x4 VERT. STUDS ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) PRE—ENG'RED SEE TRUSSES NOTE #4 NOTES: ROOF SHEATHING SIMPSON STRONG—TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 VERT. STUD SEE 1. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" ❑,S.B, SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSK STRIP & 0 JAMB HEAD LO (ONLY) SPECIFICATION STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4- TO 3/8" (TYPICAL) PANEL ANCHORS 8"X8"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR cu i I C1C ATtf1N GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9 -GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT -DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4- LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE 1" 1'-0" in _T_ 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE—RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 Lo Lo T_ m � N C) 0) WN H ti U—rnn �o JM S Lu D ¢ N O N_ 1 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 SHEET A 6.1 Lo Lo T_ m � N C) 0) WN H ti U—rnn �o JM S Lu D ¢ N O N_ Nom_ J Ll C.0 U- _J m Q 00 11 _N co Z NU SwF cp0 Z 0< �~ Lu Lu co Z ti = M d W J W F - SHEET A 6.1 CORNER FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE -� FLASHIN TAPE FIN CORNER SIDE FLASHING TAPE WINDOW TOP ,r -NAILING ;KRAIL� WINDOW B( WATER RESISTIVE BARRIER vv~ L" mc 1. CUT THE WATER RESITIVE BARRIER (1C) I I R'1-9 ST CUT itI I 1-- T-- II I I I I -4TH CUT, I�3RD I 1 MAKE A 6" CUT UP I I CUTI I FROM EACH TOP i I I CORNER AT A 450 I I I I ! ANGLE TO ALLOW THE WATER BARRIER TO I �TYPI I BE LAPPED OVER THE I I I I FIN AT THE HEAD OF I I <_2ND,•`I 1 THE WINDOW. 101�' AUT �I I 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 (X- FROM EACH SIDE OF CORNER) (117) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1-. DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RES111VE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. r-. I EXTERIOR 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW I 2 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 SHOWN. r 1 NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. Ilip 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) � nn�rm.v IEXTERIOR I I I 1 I I I I I I I I I I I O I I I I I I I I I I I I I ROOF SHEATHING 2x4 BLKG. ® 48" O.C. ALUMINUM DRIP EDGE AND FASCIA (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) ROOF SHEATHING HURRICANE STRAP ® EACH TRUSS PER FRMG. PLAN — TRUSS SETBACK PER FRMG. PLAN TOE NAIL (2) 16d EACH SIDE �— 2x4 BLKG. ® 48" O.C. PRE -ENG. TRUSSES ® 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0" O.C. (MAX.) 12 PER ELEV. 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' O.C. PRE -ENG. TRUSSES AT 24' O.C. i 2x4 45° CROSS BRACING AT 4'-0' O.C. / / W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 TRUSS BOTTOM \ CHORD BLKG. AT \ \ FRMG. PLAN REFER TO \ \ \ (2) 16d \ \ COMMONS TOE \ \ NAILED EA. SIDE \ 8x8 U -BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN, PLAN GABLE END SECTION X -X 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE PLYWD. DECKING 2x4 BLKG, @ 48' 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' O.C. - GABLE END TRUSS NOTE: )IE HOLD FACE OF GABLE END TRUSS IN 3/4' BEYOND BLK, FOR CEMENTITI❑US FINISH )IE 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 - EXPANSI❑N J❑INT AT CEMENTITI❑US FINISH 2x6 P.T. PLATE CONT. W/ 5/8' DIA. ANCHOR BOLTS @ 32' O.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' O.C. SCALES NTS MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON 7 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 Lo r r cV C) 0) F- ti U w ti m J 5 0) Lu J U) M 0 U) - Q LL 00 - 0 _j U. J m Q c N J ti m <0) QU0 W UJ (n uj U) z L O � _ M 0- w J W H r KUB cu i NO. 17-015-084 DATE DRAWN 3-22-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 6.2 OPEN TO FAMILY RM. BEYOND mm :11-19 FILLER KITCHEN FILLER WALL MTD. LT. N 0 TE S: MIRROR . C. 1 • BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT / 54" A.F.F. LAV 3. TOP OF BATHROOM SHOWER TILE .. TO CEILING HT. 0 F- _ ro Q 0 VB24 4. SHOWER HEADS AT 6'-8" A.F.F. > I- W. C. FILLER RAD. 10 OPEN ao I, TO 1 0 H ALL CO a- 0 HALL ARCH RNG KIT. AT RNG. SH WR. BATH 2 CER. TI LE REF CENTER ON WALL 0 OPEN TO BEYOND SINK KIT. AT SINK/DW WALL MTD. LT. "Zi I VB 42 VB 42 M. BATH VANITY SOAP DISH ECESS TYP. SOAP DISH RECESS LOCATION 14" L 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE 2x4 STUDS AT 16" O.C. 1/2" DRYWALL KITCHEN BASE CABINET 1` BARTOP DETAIL Q0 > I. - 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 / Lo Lo rn o rn W 'prnN U�� f i co _jU) M �00 _ of o _a"N N_ LL o J w _Im0�N LLj cm Z 0 t-- LLJ ti wu')U)z ti i M 0- w J W SHEET A 7.0 MIRROR M.C. M. C. FILLER FILLER LAV LAV 0 0 0 0 VB 42 VB 42 M. BATH VANITY SOAP DISH ECESS TYP. SOAP DISH RECESS LOCATION 14" L 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE 2x4 STUDS AT 16" O.C. 1/2" DRYWALL KITCHEN BASE CABINET 1` BARTOP DETAIL Q0 > I. - 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 / Lo Lo rn o rn W 'prnN U�� f i co _jU) M �00 _ of o _a"N N_ LL o J w _Im0�N LLj cm Z 0 t-- LLJ ti wu')U)z ti i M 0- w J W SHEET A 7.0 r i PLAN REVIEW. REVISIONO `RIVE i MASTER PLAN REVISIOf 2-3-1 g. k s cc t 4 ui $ LQ cc Uj A , f N cc W Q m y, do `ta �' ` f �.3 f foi r v- it, (o v ;=4 J, W'CpN o J � �� OD y � Q.°LL N w �Ln'OmN Z JU. N r m u:rnU Q Uj LlCty U Z w w 'hu M ` ` ?pa. l w is S�� qr PROJECT i NO. 17-01%120 DATE. DRAWN, ;.:f 2^1 7l9 :. DRAWN BY MCA CAYMAN 15fiQ Q1 = LIVING 156Q SOFT ,GARAGE3724SQFT ti. LANAI . 50 SQFT ENTRY 38 SQFT , 1. .TOTAL 20200QFT i CUBIC VOLUME, OF CONDITIONED SPACE 12,769,4 CUBIC f',EET \L C Lf Lf NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. 221011 1 Hl nil < 4-rI I a / w Jul O -,4 &-CI00v'� &iii C-, G Apo 175 Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Upilift (> 1,000#) Horizontal (> 350#) HATCH LEGEND IJlanue Martini --ill Di 8" COFFER 8'0" A.F.F. 11' 4" A.F.F. i_ta!!y signed by nez X11 SE F6 A5 FB 3 1812 SC 78 1D 52 89 4E AC E5 CA * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER a (UNLESS NOTED OTHERWISE) E -._............ _.._._._._.__........ * NOTE: ALL CEILING DROPS BELOW BEAM ARE a BY BUILDER (UNLESS NOTED OTHERWISE) s O * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW S V TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN a OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. a REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. .......... ........... ......... ......... ................ ................................................................. ..... .... _.._ FOR BRACING & ERECTION DETAILS REFER TO BCI -03 AND/OR ENGINEER OF RECORD a N _ " REPRESENTS THE LEFT SIDE OF L I� EACH TRUSS DRAWING { NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS) J_ v i JUS24 U THD46�- Z © JUS26J❑ MSH422- ® THD26 ® MUS26 C DO THD28 u C -a ® THD26-2 ❑ --- ®--- F THD28-2 ®--- OV --- O O HBB HANGER 13Y BUILDER BBB BEAM BY BUILDER rt- ® LSTA 12 @ TC & BC * NOTE: LSTA STRAP INDICATED TO BE USED I Zt LSTA 12 @ TC . CONCORDANCE WITH CORNERSET DETAIL ® LSTA 12 @ BC LOADING ROOF FLOOR WIND LOAD a. LIVE LOAD 20 - ASCE 7-10 .E m ®v DEAD LOAD 10 - 160 MPHEXP B .- LIVE LOAD 10* - CATEGORY 11 W a ® v DEAD LOAD 7 - ENCLOSED Q io c TOTAL LOAD 37 - FBC - 2017 Ca DURATION FACTOR1.25 - TPI - 2014 O REV DATE BY REMARKS 'q 1 09/16/19 RH ADDED T07 AT FRONT ENTRY Lo N ---/--/---- - - _ - - d ti- d - -1--/---- - Q t —0 It is understood that above ❑ APPROVED s conditions have been reviewed & are acceptable for the ❑ APPROVED AS NOTED = q' fabrication at trusses, elevations, pitches, overhangs, REVISE AND RESUBMIT m fascias,ceiling o elevations/pitches, bearing ❑ REJECTED conditions & all detail pertaining to this truss placement plan, No Z back charges will be accepted without previous written DATE L approval from an A-1 Roof Trusses representative. REVIEWED BY == N PLAN DATE ARCH; / /— ]:STRUCT: C o_ E CUSTOMER RENAR HOMES q7 _ —0 a _ JOB NAME CAYMEN 1560 ELEV B1 L N b OPTION(S) - _ a a COMMNTY MORNINGSIDE \LOT 84 —0 N /LOT CITY FORT PIERCE Co o COUNTY ST LUCIE, FL _o BLDG GARAGE BLDG -q V TYPERIGHT # _ o 0 JOB # 80344 MASTER WRMSCM1560BlL a _ q DRAWN SCALE DATE 08/20/2019 KN.T.S. 2 . ....... ........................ _......................................... ...... ...... ............ ....._. d F• A-1 ROOF LL- Q A64'TRUSSES z W W A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 �^ h ffn •11U1tA1m1 a 9 frr l.,zc rnm a -o a > rn •_ —0 q c CM N = m q q o L E a7T- O d O O C. > C ,v 'm• a p as as p u d 09 O O 'N � -jr •_ ._ d V- N a m .fl O C � =O in u ti0. a7 == y on O C O a 7 c p c v 0 = Q'•a Q` a O t H •� .E Z �_ N C •= n 63 O —0 — LO+ E r d 61 _ d -Q C C G u _ O7 07 p CO O. N —0 L •� __ > y, L L L O CL L Gi S O IS y O7 C H C`O a N '. 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Q t: -= •� T Q C O C G-0 p a d o� a �+ ri C37 L _ .T C O •W C D —0 _C,y i C i q 47 a s = N = N D7 _ 07 •_ u u •� O C L O L d G7 q � L 4i D H •o -a L a as CM -O C O Q N d ..O 'q7 i C d i O O y _ a7 -O a L •L "a \O 'N N L y N N _ N d d C Cr � _ = C u H N Q C a O Q 7 2 a a� .+ as L R -a G C •7 L N !- C?i O O- O in N N � � N Q1 4� V— =CP Z C •y L 'L r..t O NC Np- O CID = C H C C " u p E - d d _ C = O q � -.-W, Cc" = N •r Cr •H C7 •L L . N O c -q. 3 o N _ � •Y L N .L C � •H V •O = r Z H Mr a 'v+ 3 pS CD N '~ -j• p •� G d C -OpO C Q N L_ v L T O v w -q •_ d o Y-0 C.3 C* E N 3 s Co� d 'd _ C .� O C v C = C QQ u O 4 N L •V .p 5 W a %0 r L N C3 C rn w .E as = .E E O = C N O C CT7 CL. .o a o