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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) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" 0_C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) 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 15-0916.12 +/- 90.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 60.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR' IKO INDUSTRIES, LTD. «>> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8- ABOVE BUTT FL1956.3 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" 0_C. FL12019 +/- 50.0 PSF (MIN) HURRICANE SHUTTERS 0.040" BERTHA EASTERN METAL SUPPLY «>> METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 11968.1 +50.0/-55.0 PSF (MIN) ALUM. STORM MAX. ANCHOR SPACING PER MANUFACTURERS PRINTED SPECIFICATIONS PANEL TABLE R301.20]l CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN r SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP` ICE BARRIER UNDERLAYMENT REQUIRED I FLOOD WARDS" AIR FREEZING INDEX' MEAN ANNUAL TEMP Spero TggraWdc Weafi~ Frostlele" TarmiNc LOAD (per,) eteclse M) CATEGORY depth WA See Fig. IMI.2(4) N/A I Negmgrble I WA I Very WA WA WA Newry Far SI: 1 pound per square foot= 0,0479 kPa, 1 mile per hour =0.447 Ms. a. Wealnerhtg anegldtle for mnade as determined from the Madhadng PmbateRy Map (Figure R301.2(3)). The grade of nesomy unds 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. Tmnde klfestatbn per Figure R3012(6) is "very heavy.' d. Wind speed shad be Ian the basic wmd speed map [figure R3012(4)1. V&W wposure category shah be detemnred an a sitespecBrc basks in a=ordanKe wlh Seaton R3012.1A. e. The ouldooe design dry4xue hvrperaWre shall be selected from themlarineof9712-percent values forvrvperfrom Appendor D ofthe Honda&aYting Code, PkmftV. Dera sas fran the Appauda Dtenpamtrnes sham as pemdhd In raged brat dnrdes or lonat weather experience as deterravid by the budding ol6ml. I. Reserved. g. The applIcable g.-raing body dial, by low toadfte®r goodplaeh managemrent ordinance, specify (a) theme of diejtaistlicrnn's entry ido the NalbrW Flood Irsuranne Program (date of adoption of Me first code or ordinance for nianagenrard of Pond hazard areas), (b)the date(s) of Ire Fba1 Insurance Skaty and (c) the panel manbers and dates of all a rdy atedve FIRM and FBFM, or otierPood hazard map adopted by tie ahrthonily having ludadictio n, as amended. h. Reserved. 1. Reserved, I. 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: VENTLATIOtl REQUIRED: ATTIC AREA - 2.353.3 SQ. FT. VENTILATION AREA REWIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 1278 SO. 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) = 29&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 VENTILAIION PROVIDED = 29&0 SQ. FT. X 11.74 SO. IN. / So. FT. X 1 SO. FT. / 144 SQ. IN. = 24.14 SO. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SO. FT. > VENTILATION REQUIRED = 1&62 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and/ -approved it. /J Nam .®: 1�ZAYji /4-11 9"67,1 Signature: l� (/ A,el-? i /t_ Cerdfinaon Number: Deft: 61 If ( l DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HYAC 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 ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 OPEN PARTIALLY ENCLOSED 160 MPH X 170 MPH MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT ROOF PITCH: 6 112 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROANCETOWN 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 F7777 REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 co O W ti °j �1 R ti CO c r~ � LO Lo rn N o m w(0� U rn^ ct� J�chQ 0 CO QV-N LL p J O CD J Co Q 100 N J 0 afW" (P0 Q0lyC'j z0Q� �LoCID z 04 O c0 (1 w J w PROJECT NO, 17-015-112 DATE DRAVVN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET CVR SCANNED BY St. Lucie County W 6x6 - 10x10 WWF 6x6 - 10x10 WWF w OR FIBER MESH OR FIBER MESH Q CONC. �� o S 8" 1'-4" A DETAIL 1 gg._n" 6'-8" 3'-10" 6'-8" 3'-10" 1 — 36"X36'X16" DEEPO" CONC. FTG. W/ (3) #5 1'-0" EACH WAY C D E 44 — — — — — — — — — — — I------ _ 1 o G J I 1 I A I w I HB I I■ 1 I A A00 1 mrl 1 I 8'-8" 3'-8" r\i F I Do `t I RECESS SLAB I M � I FOR 1 S.G.D. � ■ II 3'-1 1/2" II I o 7 5/8" LAV I I I M ■ _ II u I ■ 00 a II I I LAV II m 3 1/2" 10'-10 5/8" I 1 0 ■ II I FLOOR OUTLET II M LOCATION T.D.B. of I CHASE FOR Mml tM WC II ELECTRIC II SINK W/ I ■ SHWR. 0-0'� DISP. o11'-7 5/8"r PA I I REFERENLOOR E I 00 to 3ij2s oRe SHOWER FINISH E II „ 1 ■ I 0 I 4" 2500 PSI CONC. SLAB W/ FIBER _rnI MESH, ON 6 MIL. POLY VAPOR ■ I BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 ro m I H, \ W. I � _00 � 00 I INDICATES C.M.U. CELL FILLED 1 M A W/ CONCRETE AND (1) #5 cO VERT. REBAR CONT. FROM AC ' FOOTING TO TIE BEAM (TYPICAL) — — — — — — ■ ■ TUB/SHWR H1 o WC B 1 ( 8'-2 7/8' d LAV 1 I I i\ ■ I — I i ■ ■ ■ COND I I 2'-10" 2'-6" i coI D I A ao w D I o 1 ■I � I � I N I I �- I ■ I I I I I ■ 5-9" 5'-2" 00co I Lo I 0 0 I I I HB I I SLOPE DOWN 1" - 00I �r AT GAR. DOOR mm� 0 L I I co --- — — —I t — L-0 ------ -- U^ —J Lo ■ ■ ■ ■ ■ ■ . . B 4,-4„ G A A 1'-4" 1'-4" 1 1 20" 16'-01. 20" 12'-4" 6'-4" 19'-4" 38'-0" > SLAB — �(i#5 �1 8 BARS 1'-4444 g DETAIL 1 CONC. w SLAB o GRADE 2—# 1 12"(MIN) BARS BELOW 8"1'-4 e1 D DETAIL CONC. 1-#5 SLAB BAR 00 44 18"�-+ G DETAIL 1 0 C DETAIL 1 IES 6x6 - 10x10 WWF OR FIBER MESH CONC. 1•_0" SLOPE SLAB 2- = GRADE BASS F DETAIL 5 1 /2" FRAME 7 5/8" �(BLOCK� w CONC. a SLAB 2-#5 �J� 8 1'-4" BARS \ DETAIL - S.G.D. 1 CONC. 8" SLAB VARIES 8" 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" UIMLNSIUNS AHL ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1/4" = 1'-0" 1-#5 CONC. BAR SLAB Z) La H \ DETAIL 1 CONIC. 2-#5 SLAB -7 BAR 0 1 • 4" 1 4" 4" DETAIL 1 C-4 OR CONC. RECCESS SLAB M AT WALL GRADE -- b 2-.# ' BAf2S M DETAIL 1-4 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. DETAIL 3"MN._ —� C CFOOTING & REBAR 1`-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 CONC. SLAB 7 a H1 DETAIL 1 CONC. SLAB 4-T�8"j G7 DETAIL 1 3" V.T.R. 1L00P VENT I J 2" �\\ 2" '2" V.T.R. \ LAV SINK �I �\ 12 I I ��' LAV 1 1 I , I 2" � 3" 2" TUB 3" WASHER W.C. 2" SHWR. 3" 3" V.T.R., �r , 3" ,- I , I I 1 , I I LA CLEAN I i OUT I 3" W.C. i I 3" MAIN 1 TO SEWER TU2" ' 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) Q.rr209.m"�»INY.r. hkG�� W 66� � FL. LIC. AR0017305 F REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 ti 12� q q � \wo ti q co ti M� uo U) rn r (V C) W co N �~0) I" UpQJ CNI N _jOco 00N LLr Of W c0 U' Z0Q^U � Z O m d W J W ♦— PROJECT NO. 17-015-112 DATE DRAWN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A lmO G GC��'v ��C"'eo ��e OHD HDR.. HT] 10'-6" 1'-4 O HDR. HT. ■ ■ ■ ■ r� R/S — EGRESS uo o f � I ©r 8' 0" CLG. r in N 1 5'-8 3/4" 8'-8" CLG. 15,-0" O j HB 8CLG. I 12'-0" 1 R/S 1 TYP. / I I co•� --- � I — I ©I N MASTER BEDRbOM N 8' CLG. I COFFER 1 L---- — — — J --- 4 O R/S 10M.C. ul(on N � 3 -5" I +6'-8" 15' 2 1/4" 0 HDR. HT. 8' CLG. co I C O 0 I 00 M.G. I GREAT hOOM co CATHEDRAL CLG. co o I o I C�] ih _ r'l I IN V) \ I I Ld M c3 I I +6'-8" w � N 1 o HDR. HT. 1 i Lo ■ \ ' BEDROOM #3 1 / « 15'-8 1 4 j� VAULTED CLG. ■ I 7'-4 1/2" ® I 0 -- 0 0 0 - 18 CL . +6'-8" 7'-8' ® 3'-7 1/2 7'-1 3/4" N n HDR. HT. 2'-8"aoo¢ VAULTED CLG. uM.T. WIN,INcox 0 R N ® ® HD T. ABOR_4 ABV. 9 16'-0" C.B. COLS. - TOP + 6'-8" A.F.F. P.C. HDR. ABV.- ■ BOT. + 6'-8" A.F.F. COVERED PATIO 8' CLG. 8'-0" 4'-0" 1 � I 15'-9 1/4" 0 I I DINING ROOM VAULTED CLG. \ I ON O ■ +6'-8" 10'-3" HDR. HT. 5-2" RAISED BARTOI j SINK W/ M II DISP. O II '� II KITCHEN,O II II 3 VAULTED CLG. 11 I i 1 o'-0 1/2" 04 8' CLG. a0 1 5 SH. W- SHELF ABV. 7'-9" 8' CLG. _ N AC [D- M.T. • \-DRYER O 3 18'-3 1/2" O V.T.W.� I - 122"x54" ■ AC m i x ATTIC ACCESS COND 00 n GARAGE N 8' CLG. ■ 6'-0" 1'-8' 3'- F 3/4' +11'-4" CLG. HT. ■ 0 I ■ BEDROOM #2 8"W. ARCH ABV. 8' CLG. SEE ELEV. HB +6'-8" A — — — — 0 I HDR. HT. EGRESS TP 11 n °0 IN FLAT ARCH ■ Y m o ■ ■ ■ ■ 4'-4" SOFFIT ABV. V w 1'-4" 1'-4" - U N 20" 16'-0" 20" 1 19'-4" 12'-4" 6'-4" 38'-0" FLOOR PLAN 1/4" = 1'-0" DOOR SCHEDULE O SIZE PER R.O. SUPER. Q REMARKS 1 3068 W/ SIDE LIGHTS 1 EXT. DOOR MUNTINS IN SDLTS. 2 8068 S.G.D. 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR 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 BLDG. R.O. SUPER. Q REMARKS A 35 SH 1 MUNTINS B 25 SH 4 C 4'W. X 3'-4"H. GLASS BLOCK 1 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. GONG. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL GONG. 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 FL. LIC. AR0017305 an Lo rn o m w co N U rn n w J : ct 0 fA Q w aD It N 0 rwm4LL 0_j W o m J m O � N ` (lWj J T O�OQLLrnU OfwF c4C7 Z0< r m Lo Z O n r> d w J w I — PROJECT NO. 17-015-112 DATE DRAWN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET J Rlw_N Fd NGE V��vv1*9 0!�0 1*4 JOID 3CA- Gt",�nc eo r ATTACH 1-i/2' X 4-1/2' P.T. &IQ( TO BLOCK NTH: CQNC. OR MASONRY LEAN: i/4' X 3-3/4' MTAPCONS MULLIO SPACEDJAM 4' FROM CORNERS, 3' 4 6' FROM MULLION. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4" FROM CORNERS, 1&W O.C. MAX. DRYWALL BOARD —.11 '10ATIACH DOW ` IIJ• FRAME TO 2X P.1 BUCK ,.. . 1 110 -e,.1 SCREWS SPACED JAMBS,' llYii' 1 HEAD/JAMB DETAIL (2X BUCK) EXT DOOR Cwc_ OR ATTACH DOOR FRAME TO BLOOM WHI-I HEAD: 1/4" X 3-3/47 TAPCONS SPACED 4' FROM CORNERS. 3' & 6' FROM MULLION. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CMVIM 1&94' O.C. MAX. — 3/4' x 4-1/2" P.T. Blip( SET IN SEALANT AND SECURED W/ CASE HARD NAYS O 12' O.0 (MAX) PERNERR CAUUM FLOOR CONRNG—� -CTibYN71OUS FRM . -FERI ETER CALUMW —DOOR 7TNTl DOOR THRESHOLD SET N BEAD OF CAULK AND FASTENED TO SILL WITH 1/4' DIA. X 2-1/4" TAPCONS SPACED 3' FROM CORNERS 3' & 6' FROM MULLION HEAD/JAMB DETAIL (IX BUCK) SILL DETAIL EXT DOOR EXT DOOR 12 16 CEMENTITIOUS COATING ON LATH 00 I co CEMENTITIOUS COATING r ❑ ON BLOCK 32 p p REAR ELEVATION HEAD DETAIL WIND❑W D 1/4" = 1'-0" AU00" FRAME FASTEN THRU BUCK W/ 3/tfi x3 t/4' APOON SCREMS O 24 0/C MAX IN PREDRYlID HOLES BY MANUFACTURER C6MENBT70US FINISH �CLNC. OR MASONRY lx3 OR Ix4 AI. BUCK SET N � SEAI-ANT AND NAMED W/1-1/ NAP' CASE NARgEHARDENEDCOK YS AT 12" 0/C. MAX. l-DRYWALL BOARD CAULI NG JAMB DETAIL WIND❑W 6" SO. RAISED BLOCKS (PROD. 3/4") W/2" SPACE BTWN — ENTRY_TRUSS BRG._ _ _ _ _ _ _ +11'-4" A.F.F. —FAR. H 6"W. RAISED TRIM WDW. HDRHT. (PROJ. 3/4") +10'-4" A.F.F. TOP OF BLOCK — — — — — — — — — — — — — — — —Ira +8'-0" A.F.F. - 6'-2" RAD. — ALUMINUM FRAME SEW E FRAME TO SILL WIH SUCLAE Ro �. . ° IXl LPRECAST OR POUM SILL PERIMETER CAULKNG SILL DETAIL WIND❑W RIDGE HEIGHT +17'-10" A.F.F. 12 :J �6 ON LATH (Rdy-11I [el WALL PROJECTION AT HALL BATH BEYOND CEMENTITIOUS COATING ONBLOCK ON BLOOK_AL TOP OF SLAB_— +0 —0 A.F.F. co ro ~ 3 3 I rn ®® ° (REF. ELEV.) RAISED BAND (PROD. 1-1/2") ALIGN TOP W/ WINDOW SILL FRONT RETURN BAND 24" ALONG SIDE WALL(S) ELEVATION 1/4" = l'—O„ ■ CEMENTITIOUS COATING ON BLOCK RIGHT SIDE ELEVATION STUCCO FINISH TOP OF BLK. J4 PERIMETER CAULKING +8'-0" A.F.F. CONC. OR MASONRY ix P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2- CASE HARDENED j Q° - CON NAILS AT 24- 0/C. O MAX DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ TOP OF SLAB W/ 3-1/4" x t/4' (MIN) TAPCONS AT 24' 0/C. MAX +0'-0" A.F.F. IN PREDRILLED HOLES (REF. ELEV.) BY MANUFACTURER JAMB/HEAD DETAIL (SGD) 12_ 1 /4" = 1'-0" DOOR FRAME FAS7EN TO SILL W/ 16 x 1' SONS 0 2'-0' 0/C FLOOR COWRRING °p - Oy \\ GROUT BED CONCRETE SLAB SILL DETAIL (SGD) 12 16 TOP OF BLK. +8'-0" A.F.F+ — — TOP OF SLAB (REF. ELEV.) — — — — — — — — — — -- TOP OF BLK ---------------------------------------- TOP ■ CEMENTITIOUS COATING ~ 3x ON BLOCK I p i0 3 p x _ _TOP — SLAB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +0'-0" A.F.F. (REF. ELEV.) LEFT SIDE ELEVATION _ 1/4" = 1'-0" NOTES: 16"OVERHANG 1. HOLD ALL WOOD FASCIA/SOFFIT 3/4" TYPICAL UNLESS ABOVE ROOF SHEATHING. OTHERWISE NOTED 2• WALL FENESTRATION PER FBCR 2017 703.4 TOP OF BLK — — — 3. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, — A. +8'0" F.F. FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. — ALIGN TOP OF TRIM W/ GARAGE 4. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X MICHAEL C. ANDERSON DOOR HEADER 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). — ALIGN TOP OF BAND BR. 3 WINDOW SILL HT. 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 LN Lo N O CD W co N U F- to n m J -n O f7 o czJ Vj -Q LL N �1 JC�QcoN J C) CO Q 11 M cr LLI (D 9 ZOQnU r (/3 Z Lo 0 ti x cv) OL LLI J w F- PROJECT NO. 17-015-112 DATE DRAWN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET 4� (2) HETA20 1'-4" OH m 1'-4" OH (2) HETA20 I �-0 B-5 B-5 B-10 BOT. +6'-8" AFF 2x4 "X" BRACING TYP. LL2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 1ETA20 1ETA20 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'-O" PRECAST HEADER SCHEDULE B-X I LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1B/1T 950 PLF 404 PLF B-2 70" 8F8-1B/1T 1459 PLF 1272 PLF B-3 42" 8F8-1B/1T 3166 PLF 2165 PLF B-4 90" 8F8-1B/1T 1029 PLF 959 PLF B-5 54" 8F16-1B/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" 8FI6-1B/1T 1843 PLF 1133 PLF B-10 208" 8F76-1B/2T 950 PLF 500 PLF 8F8-IB TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF #5 REBAR AT I BOTTOM OF LINTEL CAVITY 8+E1 }6-1B/1T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP BF16-IB #5 REBAR AT TOP —MIN. (1) REWD 1-1/z' CLEAR :o #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-SIWACT 8' NOMINAL WI➢TH FRAMING NOTES: 1. DESIGN LOADS NAND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 LL./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. MATH 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. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS V-4" UNLESS NOTED OTHERNASE 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 El MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 LO Q) W ti c q \wo � N cr)� W � Nvzq C\2 �(y `\ c ) to N O 03 W(oN U � 0) X czo Q x � Q LL N LL p -j � 0 n, —Im O N W mQLLC04)<-) Of W H= co (9 QUQf(\iU ZUQ� LO � Z CV O m d W J W H PROJECT NO. 17-015-112 DATE DRAWN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 4mO F_---------i I �\ I i I I I \ I I I� --- TV I ` L-----\\� ' S.D. EXH. -I I I 1 I 1 i \ EXH FAN / II PREWIRE S. D.O F I� I I I I \ PRETARE I I /I I /I I I I / / I I I COACH LTS. PREWIRE FLOOR OUTLET LOCATION T.D.B. ONE. Cal v I ` GFI � DIE x 22"x54" ` Y ATTIC ACCESS I — W/ PULL CHAIN LIGHT ABV. I I GFI GARAGE OPENER ELEC. DOOR PANE PREWIRE I 1 I I I I I I I / FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS Q A/C 22,000 INT A/C 65,000 CIRCUIT NO. CIRCUIT ID BRK AMP WARE SIZE A PHASE A PHASE WARE SET BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 15 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 13 40 RANGE 6 7 DRYER 30 10 13 40 RANGE 8 9 REFRIDG 20 12 1:2 20 WASHER 10 11 KITCHEN 20 12 12 20 BATH GFl 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 1't 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 14 15 WP/GARAGE GFI 22 23 DISHWASHER 20 12 14 15 GARAGE DOOR 24 25 14 15 GENERAL LITE 26 27 14 15 GENERAL LITE 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 2" RIGID O.H. SERVICE F.P. 3—#2/0 XHHW--,,,, 2/0 SER CABLE ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 4.7 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA 150 150 LAUNDRY CIRCUIT L5 kVA 32 CKT AMP RANGE 12.0 kVA PANEL C/B 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA METER DISPOSAL 1.5 kVA DRYER 5.0 kVA 3#1 CU THNN SUBTOTAL 32.2 kVA 2" CONDUIT FIRST 10 kVA AT 1007 10.00 kVA OUTLET FOR REMAINDER AT 407 8.9 kVA MICROWAVE TOTAL OF OTHER LOAD 18.9 kVA NO. 4 CU. WIRE 10 kVA OF AC AT 407 4.00 kVA TO COLD WATER TOTAL 22.9 kVA - PIPE IF CU PLUMB. 22,900 VA DIVIDED BY 240 V 95.4 A POOL SUB PANEL 30.0 A IF NOT CU USES- — — TOTAL 125.4 A SUPPLEMENT GROUND NO. 4 CU. WIRE TO 5/8" x 8'-0" USE 150 AMP SERVICE SCHEMATIC ELECTRICAL RISER GROUND ROD EXTENT OF AREA AC FOR VINYL OR TILE COND PER CONTRACT METER COACH LTS. PREWIRE ELECTRICAL PLAN_ 1 /4" = 1'-0" 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 APPUCABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.G. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE kOj RECESSED LIGHT WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE LEI I V WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOO➢LIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) Iti.J WALL MTD. SMOKE DETECTOR Q CEILING MTD. SMOKE DETECTOR O CEILING MTD. CARBON MONOXIDE DETECTOR -� CHIMES -0 CHIMES PUSH BUTTON TELEPHONE JACK CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET Q 110 V. JUNCTION BOX - SWITCH @ 42' A.F.F. O- RHEOSTAT SWITCH @ 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION 4= ELECTRICAL DISCONNECT <vu CAT6 OUTLET MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. L1C. 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 EL MICHAEL C. ANDERSON U) U) rn r CV O � w O N U� 0) '- - A i U) QD-N —I co Q 00 N m Q LL rn U w � cm 0Z OLlj Q n U n Li_ U)�Z rn) d w J w I-_ PROJECT NO. 17-015-112 DATE DRAWN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 5mO o v V\)o oG G OV, FL. LIC. AR0017305 12 �PER E EV R-30 INSULATION 1/2" CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CON- PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS NOTE: SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: MAX. EDGE SPACING: 7" MAX FIELD SPACING 12" tx4 P.T. 0a9a T-WiIL II P.T. WOOD BUCK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL 1/2" DRYWALL ON tx2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - 4" 2500 PSI CONIC. SLAB W/ WD. BASE - 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 -� 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" COX 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. NII PER ROOF PLANT. --TOP_OF_BLOCK T REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW. HDR. HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) Y TOP-0 F SLAB FINAL GRADE -STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. --CONC. FTG. PER I FOUNDATION PLAN TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T' NAILS ® 10' O.C. IN CONC_ BLOCK_ OR WITH Sd NAILS ® 10" O.C. IN WOOD PRE-ENGINEERED ROOF TRUSS G, 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS u �, CONCRETE "U" BLOCK TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO jj VERT. 2X2'S W/ (2)-10d NAILS ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD SEE PL N 1-1/2' LONG ® 6" O.C. ALUM. NAILS 0.12 DIA_ SHANK 3/8" DIA HEAD 1=1/2" LONG - L. (2) PER SOFFIT SEGMENT SOFFIT DETAIL ALUMINUM SOFFIT #V-144TE0 N.T.S. I �I LINTEL II II 2x4 STUDS ®SPACING II PER PLANS I 1 VERTICAL FILLED CELL W/ 1-#5 BAR - I I CONC. BLOCK WALL I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS ® 24" O.C. VERT 2 1/4" MIN EMBEDMENT II WITH 2- SQUARE X 1/8- I THICK HURRICANE WASHER I I I I I L----- EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION REINFORCED/FILLED CONIC. BLOCK CELL (2) 16d ® 12" O.C. TOP OF SLAB C 1/2' DIA L-BOLT �� (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONIC. I-2x6 P.T. FROM BOT. OF NAILS AT IL V.V. HUM IU ULU. LINO EQUAL EQUAL x6 ..T. 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P.- WASHER AT 32" O.C. MAX. 04 GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL �(2) 1Od ® 6" O.C. 3 1/4- DETAIL AT 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 8. REBAR TO BE SIZE #5 GRADE 40. CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30", 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/4" MIN. HOLE DEPTH 6» 5/8" 7/8" 3/4 1' 7„ 7/8 1 1/8" 8„ 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. 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. d z m 3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE :o TOP OF BLOCK WALL GROUT SOLID AT TOP OF CELL II II SAWCUT APPROX. 4'W. X 24"H. OPENING IN WALL II 11 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 OF SLAB �o z m 3/4' DIA. X 6' DEEP HOLE FOR i #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 WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP 11 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 11, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP 11 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 % t t \ROOF EDGE - - - -J - - - 2O I O1 O I O ROOF - - - - - - - - - - - - - EDGE i 01O RIDGE 4 O I I 2 2 0 1 it 1\ 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 ID 6" O.C. ®4 O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW 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 to to 0) w C)m co W co N U I-rn 1 r JU)(hQ WOO cc"j O-iofC3co i m O 00 N J CID LL CD U wu1J_:co0 Z0Q�U �(DII--W 1n Z to O EL m W J W F PROJECT NO. 17-015-112 DATE DRAWN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 6m0 FOR G� �J�� OAP Ov OwG� EGG co ov FIN CORNER_`/ \� \ FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE FLASI TAPE WINDOW TOP fir —NAILING I WINDOW B( SILL FU SIL 1. CUT THE WATER RESITIVE BARRIER (IC)! R RESISTIVE BARRIER it I fi ST CUT I i- T-- II `-4 I I i ITH CUT, I I I 1 I MAKE A 6" CUT UP CUTOP DI I 1 + CORNERACH AT A 450 I I I I ANGLE TO ALLOW THE 450 i 1 I WATER BARRIER TO BE LAPPED OVER THE I I I i I FIN AT THE HEAD OF I - -2ND�. j I I THE WINDOW. I -CUT_ y I L- 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 ABS AT EACH S EI LL FLASHING TAPE AND FOLD, CUT 1- WIDE TC CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESSFIRMLNTO ADHERE SIDE OF 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 THE BELOW THE BOTTOM OF THE WINDOW.SHOULD PRESS THE TAPE"DOWNVFIRMLYTOP OF THE WINDOW AND 2" 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3, FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (30 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) r me 111w ROOF SHEATHING 2x4 BLKG. ® 48" O.C. — ALUMINUM DRIP EDGE AND FASCIA (2) I6d COMMON NAILS AT EA 2X4 LADDER FRAMING GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. FLEV. FOR FINISH MATL.) TRUSS SETBACK PER FRMG. PLAN -TOE NAIL (2) 16d EACH SIDE �— 2x4 BLKG. 0 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 ROOF PER SHEATHING _4_1", ELEV. HURRICANE STRAP ® EACH TRUSS PER FRMG. PLAN — 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT, #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SE I�TION @ HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' O.C. PRE-ENG. TRUSSES AT 24' D.C. 2x4 45' CROSS BRACIN( AT 4'-0' D.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 Bx8 U-BLOCK TIE -BM. FILLED W/ CONC. 8 (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.G. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE PLYWD. DECKING 2x4 BLKG. @ 48' D.C. (2) I6d 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: W 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' D.C. MAX) — 16d COMMON NAILS AT 6' D.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. SCALE: NITS 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 �i CM q a Z c\? CM CO Cam, LO Ln 4m .— N O 03 wcoL\I U F-rn 0 M x Q Jm 0°M1°N n, �ZLL LV U mw wcr) U z0Q � U) w Z tO04 O ti T m a w J w I - PROJECT NO. 17-015 112 DATE DRAWN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT SHEET A 6m2 Dv' ,(I*, vo" �� GoM Gov \1vG �G ^^ A lee �rc, I OPEN TO FAMILY RM. BEYOND � m FILLER KITCHEN NOTES- 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F. FILLE 30" RAD. OPEN TO HALL HALL ARCH C01m KIT. AT RNG. WALL MTD. LT. W.0 FILLER CER. TILE OPEN TO BEYOND SINK KIT. AT SINK/DW WALL MTD. LT. MIRROR M.C. M.C. FILLER FILLER LAV LAV 0 0 00 2 M VB42 VB42 BATH VANITY 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD / TRIM —/ NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS L' AT 16" O.C. 1 /2" DRYWALL KITCHEN BASE CABINET i BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAI, (6TH EDITIOP MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 Lo Lo rn r N o W �p N UI-mh f a cq< co Q a0 N �LL C]J0 J 0 mcCN ^ �W\ r mQIcm" U wFf(D0 ZOQ�U n li L Z N O n 2 M a w w PROJECT NO. 17-015-112 DATE DRAWN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 7mO EDFGNG'� �E G0M G o�N E G�� INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4- MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. Ir BOLLARD EL- 36" ABDVE ADJACENT FLOOR 5x5xr WELDED FLANGE 3" 0 x 1/4" STEEL PIPE _r TAPCON TYP.4 5x5xj" WELDED FLANGE DETAIL LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL -- o F— z mzma� a II #5 BAR DOWEL TOP OF LOWER _ II W/ STD. 90' HOOK BLOCK WALL --- ----_ -- II CONC. BLOCK WALL I #5 BAR DOWEL II VERTICAL FILLED W/ STD. 90' HOOK 11 CELL W/ 1-#5 BAR I I BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS — 2x4 VERT. STUDS ® 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 ROOF SHEATHING SIMPSON STRONG -TIE '1­12.5' OR 'LSTA18' AT EA. END OF 2x4 VERT. STUD NOTE #4 ROOF SHEATHING HAND FRAMED VALLEY DETAIL EXPANSH STRIP & THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER ® JAMB HORIZONTAL SPAN IS GREATER THAN 8'-0" HEAD LO (ONLY) 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 LASHING DETAIL AT R❑❑F FRAMING ON MASONRY SPECIFICATIONS STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) PANEL ANCHORS 8"X8"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR 0 SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9-GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4% HOT -DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT [I. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MIf HAEL C. ANDERSON, ARCHITECT OF RECORD FL. UC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 F W REVISIONS MASTER PLAN REVISION 2-3-19 ti Q) w ti 4�qM w \Np q "q q clqa co CfD N N 0) N C) (D W (p F cv U_rnI" � J M o N Q W N �co LL p it o _I In0MN A \ J 0 (`VJ Z)z rnU O: W co (7 P4Z0<I'- of Lo � z N O � a W ..J W E- PROJECT NO. 17-015-112 DATE DRAWN 3-20-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,769.4 CUBIC FEET SHEET A 6ml ALL DUCTWORK PENETRATING 3E CEILING SHALL BE R-6 CLASS DUCT WORK. Cm EQUIPMWEHEIDULE, CAMER C:fJ* _ 004W .13 , AlimUs - FWC '042L 1Twos COOLING M.4TCAP. a- ` 00 ELECT` 4 RiFfs LINES S — 14.0 aw R VENT WALL AL AIR HANDLER DETA I MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1 /4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF TNF 9nl7 FI nPlnA Al III rllklr CEN1F—RFCInrkITIAI trTW CIIITInnI\ n I"1r - eon^4n7^C. - W o � , 0 -wN741 q �o =IN w w Lo L CD a— CV _a 4m wy w cmo y J 5 m JmQ00N W � Z0< � OLo r = m a w J w H IlrnT %,