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HomeMy WebLinkAboutBuilding PlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 91 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES ID 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 T' FROM CORNERS,14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL15225.5 +40.0 - 40.0 PSF Wit 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 1/81, ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)114" DIA. 0 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) 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 EQ FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 55.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. 30# ASPHALT 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED TAMCO BUILDING «» PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 ORGANINC FELT PRODUCTS, INC. THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6'" O.C. GAILY. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE TAMCO BUILDING PRODUCTS, INC. «» PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. FL18355.1 PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS 10.0 MCA EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «» ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/-VM PSF (MIN) HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY «>> METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 PSF:15.8" O.C. SPANS UP TO 5', 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9'-2", 54 PSF: 11.1 in O.C. SPANS UP TO 5', 6.1 in SPANS UP TO 9'-2" TABLE R301.2(1) n n.ATi • Anal GF(1]RADWC r1FSm3N CRITGRIA GROUND SNOW WIND DESIGN SEISMIC DESIGN i SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP` ICE BARRIER UNDERLAYMEM REQUIRED FLOOD HAZARDSs AIR FREEZING INDEX MEAN ANNUAL TEMPI Speed° Topogrephic Weatharingv Frost line° Termda` LOAD (mPh) eifects� (NA) CATEGORY depth WA See Fig. R301.2(4) N/A Negligible N/A Very NIA WA NIA Neavy For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0 447 Ms. a. Weathering is "neglible" for concrete as determined from the Visathering Probability Map [Figure R301.2(3)). The grade of masonry units shall be determined from ASTM C 34, C 55, C 62. C 73, C 90, C 129. C 145, C 216 or C 652. b. Reserved. C. Termite Infestation per Figure R301.2(6) is'Very heavy" d. Wald speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category Shall be determined on a. site -specific basis In accordance with Section R301.2.1.4. e. The outdoce design dry-bulb temperature shall be selected from the columns of 97 112-percent values for winter from Ap(>Fndix D of the Florida Building Code, Pkimbing. Deviations from the Appends D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. If. Reserved. g. The applicable governing body shall, by local floodplakn flootlplain 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 food hazard areas), (b) the date(s) of the Flood Insurance Study and (cl 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 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') - 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT - 11.74 SO. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED - 296.0 SO, FT. X 11.74 SO. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SO. FT. > VENTILATION REQUIRED = 15.62 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE 1 have reviewed the above product approval information and /approved it. ,,,1 Name:/'(/I t/�� A (Gt'N��Q�J Signatumo i Certification Number: Date: ( Vqil(� DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATIONPLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN *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: II EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' CST1riJ OPEN 160 MPH X 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 [FII :22 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 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 (SO. 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 k(EC9)fED . - NOV 19 ° iq PLAN REVIEW REVIS MASTER PLAN REVISION 2-3-19 to to rn e- N C3 M W N 2 � �0p9 J (n C - M 0 x LL co N LU CD z " Q J Q � CD JEDO Cit r- u'rnU a�oQ1 WWF:f9C7 QUC\jU ZU<r LE � ►- W Lo(nO M d W J W I - PROJECT NO. 17-015-091 DATE DRAWN 9-16-19 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 _ 12,480 CUBIC FEET SHEET CVR ST.� UICIE COUI REVIEWED FOR REVIEWED BY_ DATE PLANS AND PEF SITE OR NO IN'. KEPT )CAB �'� ILA, WILL BE MADE I 00 00 I 0 I d 0 to 0 I i0 00 I ih 0 I M 0 i 00 I i� CONC. 6x6 - 1Ox10 WWF FFX ' SLAB OR FIBER MESH � � o GRADE a t_ #5 # 1 2- BARS g" BARS A DETAIL B DETAIL 1 1 22'-0" 16'-0" 6'- 8" 3'-10" 6'- 8" 3'-10" 1'- 0" 36"X36'X16" DEEP CONC. FTG. W/ (3) #5 EACH WAY C D E ■ ■■------------ I ■• m r— Q O 1 ^I G L $ 1 I G HB I I ■lit N 1 I A co 3'-8" I 1 Lo I -- I F ■I I ' 0 I L•__ ■_ • RECESS SLAB FOR S.G.D. I 1 � • 7 5/8" LAV II I I ■ _ II � 4 I ■ o I I ro "' to LAV ' I I M i LAN I1 1 ■ TUB/SHWR WC ® LAV 1 2'-10" 2'-6" 1 -10 5, 8" I A 1 —■I I 15'-9" I A I 1 B c 4'-4" 12'-4" 3 1/2" 10'-10 5/8" II G® i1 II I I 11 II SINK W/ 0' — 0 n I DISP. I I REFERENCE HE FINISH FLOOR II A II � 4" 2500 PSI CONC. SLAB W/ FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. H 1 W' INDICATES C.M.U. CELL FILLED 1 M W/ CONCRETE AND (1) #5 VERT. REBAR CONT. FROM FOOTING TO TIE BEAM (TYPICAL) r - - - - - - - - a - Ell d - - ■ H1 I � I I I I C, Lo I I I 0 I N 1 1 I D (nil M I D d I I N I 1 5'-2" I 00 I I ■ I 1 0 r- o I I HB I I I F SLOPE DOWN 1" - AT GAR. DOOR m00 I 0 Or Lo L- - - - - - - - - - -I ■ ■ ■ ■ ■ c A 20" 16'-0" 20" 6'-4" 19'-4" 38'-0" CONC. bi SLAB � j -- - o GRADE 2—# 1 12"(MIN) BARS BELOW 8"1'-4 D DETAIL 1 N 6x6 - 10x10 WWF OR FIBER MESH CONC. SLAB VARIES 0 2-#5--0-0f I BARS 2>' C DETAIL t 6x6 - 1Ox10 WWF OR FIBER MESH CONC. L" SLOPE SLAB GRADE BA f S F DETAIL 1 CONIC. 1-#5 1-#5 SLAB B l SLAB CONC. BAR . cn 4" 8" 8" a o > I °i G DETAIL H DETAIL 1 1 5 1 2" FRAME 7 5/8" BLOCK w CONC. ft it CONC. 2-#5 00 SLAB SLAB -7 BAR I l'- o 2-#5 8' 1'-4" BARS o_ 4" 4" i DETAIL - S.G.D. - K DETAIL i7 CONIC. 8" 8„ c%j SHOWER o SLAB VARIES ___1 CON. RECESS AT WALL ---- --- - ---- ---- GRADE M N SHOWER --- - RECESS 2- r� BARS L DETAIL M DETAIL' -4 1 1 00 i I o d- I iD PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. 3"MIN.DETAIL � - NOTE: ALL FOOTINGS DESIGNED FOR —�- C FOOTING & 2,500 PSF SOIL BEARING CAPACITY REBAR 1'-0" 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 CONC. A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 69'-1 " AD = 59'-10" BE = 68'-6" BF = 61'-3" UIMLN51UN5 AKL ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-O" rn CONC. w SLAB -7 j11 H, DETAIL \111 CONIC. SLAB 4z 8"j, /'G—1 �\ DETAIL 1 r� 3" V.T.R. I ��J I Imo\ 12" 1 �\ LAV 2" LAV i Zvi 3" W.C. WR. 3" 3" V.T.R j ,--i r I 1 I I I , 2"1 1I 2" V.T.R. I I I I I 2" SINK 3" 3" 1(2" V.T.R. I I I I I 2" WASHER CLEAN EANOUT I W C. 3 3" MAIN I TO SEWER 2" I 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 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 Q) R co co W Q Lo rn O 0) W p N U I- rn r" y j ? 0 J 0 /�■�j 1 C04 p J 0 Co CO O cal co wWLL�o ZOQU �`oUO � _ cM 0- W J W PROJECT NO. 17-015-091 DATE DRAWN 9-16-19 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 _ 12,480 CUBIC FEET SHEET A lm0 FILE c®pV 16'-0" 10'-6" 1'-4" O+6'-8" O +6'-8" C.B. COLS.- HDR. HT. HDR. HT. TOP + 6'-8" A.F.F. ■ R/S EGRESS — P.C. HDR. ABV. — — — — BOT. + 6'-8' A.F.F. o �' CLG. — — o iO 1 5'-8 3/4" _8'-0" ©r 8'-8" CLG. — 15 -0" COVERED PATIO I 1 HB 12'-0„ ■ 8' CLG. 8' CLG. 1 LO I o- — —R/S— i \ I TYP. 8,-0„ 4,-0., o MASTER BEDR60MOf I COFFERL---- -----� M15'-9 1/4"® 9n7 to DINING ROOMM.C. VAULTED CLG. I NI�cV O I N I N � 3'-5" I I ■ +6'-8" +6'-8" 15' 2 1/4" 10'-3" HDR. HT. o HDR. HT. 8' CLG. �j i O 10 I 5'-2„ 00 M GREAT �2OOM F 00 CATHEDRAL CLG. n 00 0 o I RAISED II I _ I O BARTO II M I SINK W/ ■ i� 1I DISP. O ■ 4 I II o O W to 1 0 (D] " KITCHEN li w it VAULTED CLG. +6'-8" N I II HDR. HT. 1 ■ \ BEDROOM 3 # 15' I8 1/4" I 10'-0 1/2" VAULTED CLG. 5 ( 7'-4 1/2" 00 8' CLG. I I 5 SH. W 111 SHELF I 00 ® I M ABV. 7'-9" 8' CLG. o ® I FD- ■ N R/S M.T. DRYER ■ V.T.W. 3 17' g ® S-7 1/2" 7'-1 3/4" 18'-3 1/2" i HDR. 31" IgN' 0 VAULTED CLG. N n HT. 2 _g^awl ( to in 0 tr) Upo of c4 R/S M.T. ■ I I 22"x54" ■ AC ■ iv — — — — x AT ACCESS �— COND — —� ® ® HDR. HT. 10'-4" AO I GARAGE N 8' CLG. 0 I ■ 6'-0" 1'-8' 3'- 3/4' +'- 4" CLG. HT.' ■ o I ■ BEDROOM #2 g"W. ARCH ABV. 8' CLG. SEE ELEV. HB +6'-8" q --— —o-0O— o I HDR.EGRESS ■ ■ ■ ■ a ■ ■ ■ ■ 00 ■ ■ FLAT ARCH Y 0 m o 4'-4" SOFFIT ABV. w U � 20" 16'-0" 20" 19'-4" 12'-4" 6'-4" 38'-0" DOOR SCHEDULE 01 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 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 FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62" .55 .22 1 MUNTINS 22.4 S.F. B 25 SH 36"X62" .49 .24 4 15.5 S.F. C 4'W. X S-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. FLOOR PLAN 1/4" = 1'-O" NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. L.IC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 'Q W �O ti co W ® \ NQ v � \ CO a, [~ CO 41 Lo Lo rn +- N L11 CD N OF-0) crbC) �N 0 a C) CO-I�Q n, JM000N W m t m V uJ 1_ co CD Z p Q � V o(nz OTZ c+) D_ D.I J W PROJECT NO. 17-015-091 DATE DRAWN 9-16-19 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 _ 12,480 CUBIC FEET SHEET A 2m0 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, Y & 6' FROM MULLION. JAMBS: 1/4- X 3-3/4' TAPCONS SPACED 4" FROM CORNERS, 16.94" O.C. MAX oQ. DRYWALL BOARD o CEM V7777OIS FINISH DOOR 1R1 METER CAULKNG ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM HEAD- #10 X 2-1/2" PFH WOOD SCREWS SPACED 4' FROM CORNERS 3' & 6" FROM MULLION. JAM&4 #10 X 2-1/Y PM WOOD SCREWS SPACED 4' FROM CORNERS, 18.94' D.C. MAX 12 �6 HEAD/JAMB DETAIL (2X BUCK) EXT DOOR 3/4' x 4-1/2' P.I. BUCK SET IN DOOR THRESHOLD SET IN BEAD OF CAULK AND CONC. OR MASONRY SEALANT AND SECURED W/ FASTENED TO SILL WITH 1/4- DIA. X 2-1/4- TAPCONS CASE HARD NAILS 0 12' O.0 (MAX) SPACED 3' FROM OORNER% Y & 6- FROM MULLION PERIMETER CAULKING fL00R COVERING—� DRYWALL BOARD -O o�; C>iWEN1711WS FINISH DOOR TRIM PERIMETER CAULKING . 6Oo 4+0. o X 3-3/ATTACH DOOR FRAME TO BLOCK KITH: DOOR TRIM HEAD: Ile4' TAPCONs sPacED 4' CEMENTITCOATING FROM CORNERS, Y & V FROM MUWON. PERIMETER CAULKING ON BLOCKK JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4 CONCREIE SLAB FROM CORNERS, 1&94' O.C. MAX HEAD/JAMB DETAIL (IX BUCK) SILL DETAIL — — EXT DOOR EXT DOOR RIGHT SIDE ELEVATION ,2 16 1/4' = 1'-O" CEMENT111OUS COATING ON LATH - — — — — — — — - �---------— — — — — — — — — ❑ OEMENTITIOUS COATING ON BLOCK p "S p 2 _ I c0 REAR ELEVATION ix3 OR Ix4 P.T. BUCK SET IN SEALANT AND NAILFO W/1-1/2- CASE HARDENED COL NAILS AT 12' O/C MAX. CONC OR MASONRY '-DRYWALL BOARD C'UL GNG " ALUMINUM F7UUNE FASTEN 1FIRU BUCK W/ 3/16 ir3 1/4' TAPCON scREWS o 24 o/c M AX IN PREDR4LED HOES BY MANUFAC7URER PERIMETER CAULKING CEMENTTOUS FINISH HEAD DETAIL WINDOW ENTRY TRUSS BRG. +11'-4" A.F.F. WDW. HDR. HT. 6"W. RAISED TRIM (PROD. 3/4' ) +10'-4" A.F.F. ,gkTOP OF BLOCK _-- -- — --- —�A --_ +8'-0" A.F.F. �o 00 _ WALL PROJLEN HALL BATH o it I 3 rn CEMENTITIOG ON BLOCK ,jkTOP OF SLAB 1/4" = l'-O' ALUMINUM FRAME FASTEN DW BUCK W/ J/16 x3 1/4- TAPCON SCREWS 0 24 O/C MAX IN PREORXLED HOLES BY MANUFACTURER ALUMINUM FRAME `SECURE FRAME TO XL PERIMETER CAULKING 1C/ WIN SILICONE CEMENTTOUS FINISH CAULKING -CONC OR MASONRY ix3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED . W/1-7/2 CASE HARDENED COL NAILS AT 12- 0/C L MAX PRECAST OR POURED SILL PERIMETER CAULKING l �--DRYWALL BOARD �� CAULKING JAMB DETAIL SILL DETAIL WINDOW WINDOW 6" SQ. RAISED BLOCKS (PROJ. 3/4") W/2" SPACE BTWN.— (REF. ELEV) R RIDGE HEIGHT +17'-10" A.F.F. `1 12 I 16 :CEMENTITIOUS COATING LATH 6 AD. / RAT. 4 W. RAISED BAND (P OJ. RETURN BAND 24 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) WINDOW SILL FRONT ELEVATION TOP OF BLK. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 12 6I— STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY lx P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED J po COIL NAILS AT 24 O/C O MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4" x 1/4' (MIN) TAPCONS AT 24" O/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) DOOR FRAME FASTEN TO SILL W/ 16 x 1' SCREWS 0 2'-0" 0/C !! FLOOR COVERING 0 dD �CBED \ CONCRONCR ETE SLAB SILL DETAIL (SGD) 1'-2 7/8" rn O — TOP 0" A. . h_ +8'-0" A.F.F. �- - — TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) a l (t 0" I O o 0 I I N N 1'-2 7/8" L 8'-4" O OVERHANG SEPARATIONS ---------------- -------0_------------Q-------------- �r a CEMENTITIOUS COATING 00 3= ON BLOCK I p io 3 0p x LEFT SIDE ELEVATION 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —TOP OF BLKI — ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. PRE-ENGINEERED ROOF TRUSS CONCRETE "U" BLOCK TIE -BEAM TOP COURE HORIZ. 2X2 NAILED TO VERT. 1X2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL u ATTACHMENT PER MFRS. RECOMMENDATIONS 1/4" = l'-O" TOP OFT +8'-0" A.F..F_F. TOP OF SLAB +0'-0" A.F.F. (REF ELEV) 1/4" = l'-o" NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. 1X2 NAILED TO TRUSS TAILS FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW W/ (2)-8d NAILS WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). `ATTACHMENT PER MFRS. E P N RECOMMENDATIONS STAPLES RO 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT N.T.S. MICHAEL C. ANDERSON 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 PROJECT NO. 17-015-091 DATE DRAWN 9-16-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SOFT GARAGE 372 SOFT LANAI 50 SOFT ENTRY 38 SOFT TOTAL 2020 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 3.0 No 1/4" = 1'-O" 1 "I (2) HETA20 1'-4" - OH m 0 1'-4°' - OH (2) HETA20 oF B-5 B-5 1B- 00 xq I I B-9 8'N C FER LG. I (2) 1 I I (2) HETA20 -7 8' FLAT----- CLG. L—--------J I I I B-5 I 8' FLAT CLG. OH VAULTED CLG. II II VAULTED CLG. CATHEDRAL CLG. 8' FLAT CLG. I 8' FLAT CLG. VAULTED CLG. 8' FLAT CLG. (2_)2x - — H — i i x 22"x54" ATTIC ACCESS 1'-4' OH 8' FLAT CLG. 2X4 @16"0'C. KN WALL TOP 11 - 4 A.F.F. TRUSS GIRDER I (2) I 6 ' 16 C.H. — — i I II 6 ' — H I, �o I p v o 6- B_2 '-P.C. HDR. BOT. +6'-8" AFF LL 2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 MR iETA20 -IETA20 ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U_N.O.) FRAMING PLAN 1 /4" = 1'-0" PRECAST HEADER SCHEDULE FB--x-1 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" 8F16-18/1T 6039 PLF 2507 PLF B 6 70" 8F16-18/1T 1459 PLF 1272 PLF B 7 112" 8F16-1B/1T 1818 PLF 980 PLF B-8 64" 8F16-1B/1T 5365 PLF 2290 PLF B-9 112" 8F16-1B/1T 1843 PLF 1133 PLF B-10 208" 8F16-1B/2T 950 PLF 500 PLF love 8F16-iB 8F8-IB TYPE DESIGNATI❑N F 8F16-1B/1T = FILLED WITH GROUT / U = UNFILLED rQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 a = e, + N Z #5 REBAR AT TOP -MIN. <ll REQ'D 1-1/2' CLEAR NOMINAL WIDTH #5 REBAR AT BOTTOM LQUANTITY OF #5 OF LINTEL CAVITY NOMINAL HEIGHT-]REBAR AT TOP 7-5/8'ACT 8' NOMINAL WIDTH FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3. AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. 0 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING O 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 13E 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 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) MIC:HAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION tall <n m N G) O'^) P- W ui N Ut:6)11Z J u) M X o �CSa N_ ��J7� � QLIJ _J LL`Oc0 LL _I C(]OcDcV ` `rn" V maC OJ1-:coQ z0<PLLJ �U'(/1Z C,J Q r) IL W J W H PROJECT NO. 17-015-091 DATE DRAWN 9 16-19 DRAWN BY MCA CAYMAN 15,50 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET F'`6 C®° ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISPOSAL DRYER SUBTOTAL FIRST 10 kVA AT 100% REMAINDER AT 407 TOTAL OF OTHER LOAD 10 kVA OF AC AT 407 TOTAL 22,900 VA DIVIDED BY 240 V POOL SUB PANEL TOTAL OUTLET FOR MICROWAVE COACH LTS. PREWIRE COACH LTS. PREWIRE USE 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT 4.7 kVA 3.0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 kVA 5.0 kVA 32.2 kVA 10.00 kVA 8.9 kVA 18.9 kVA 4.00 kVA 22.9 kVA 95.4 A 30.0 A 125.4 A ELECTRICAL PLAN 1 /4" = 1'-O" 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 0 150 METEI M.C.B. 2" RIGID O.H. SERVICE F.P.L. NO. 4 CU. WIRE---` TO UFER GRND. SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2014 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. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE RECESSED LIGHT WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE f11 WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) OO WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR -COCT 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 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET 110 V. JUNCTION BOX C SWITCH @ 42' A.F.F. 0 RHEOSTAT SWITCH @ 42' A.F.F. TP U TOUCH PAD FOR SECURITY SYSTEM CENTRAL VACUUM OUTLET LOCATION �O ELECTRICAL DISCONNECT <cm 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 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION \ 2-3-19 Icy co y ^ ^�I q \� W r� M N W \� co C' � [ti E- 44 0 tn N to co LU ,0. CV Ulr=a�� J co Q sOD W Io I N 0 :J CC O CO i Im O ti N n, LL Of W m IzC7 Of Z 10Q U 94 w x)GOZ r4 O III- _ V) W J W t— PROJECT NO. 17-015-091 DATE DRAWN 9-16-19 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 _ 12,480 CUBIC FEET SHEET Fit, COPY m NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) 12 ARCHITECTURAL FIBERGLASS SHINGLES OVER PER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING ELEV. AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP ® EACH TRUSS REFETO CONNECTOR SCHED. R-30 INSULATION � RT 00 O.H. --IPEPLAN 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: 1x4 P.T.- SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT - MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK - MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2" DRYWALL ON 1x2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - 4" 2500 PSI CONC. 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 -� o.I':. =I Z I.UNUKL IL U DLVl N TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS ALUM. NAILS 0.12 DIA. SEE PL N SHANK 3/8" DIA HEA" LONG ® 6" ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG (2) PER SOFFIT SEGMENT SOFFIT DETAIL ALUMINUM SOFFIT #V- 44TED TOP OF T BLOCK 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 FAND VERT. BAR TIED INTO AR DOWEL W/ STD HOOK RUNNING INTO LINTEL TIONS PER FDTN. PLAN) I- Y TOP OF SLAB FINAL GRADE III STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. J- 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 .. N.T.S. 1 F--- -- - ----- 1 �I LINTEL II I 2x4 STUDS 0 SPACING II PER PLANS j VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d I CONC. BLOCK WALL ® 12" O.C. I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS 0 24" O.C. VERT 2 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER j DETAIL AT I I I I I _ EXTERIOR FRAME WALL TO 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. F-2x6 P.T. FROM BOT. OF NAIL) AI 1L V.l.. nUR. IU UIU. LIIYL EQUAL EQUAL x6 T, 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P., WASHER AT ' 32" 0_C. MAX_ CAr7 GARAGE DOOR OPENING CV ELEVATION GARAGE DOOR DETAIL `-(2) 1Od 0 6" O.C. 3 1 /4" 90" CORNER STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN 3 SEC. BURST PER FBCR 2017 (6TH EDITION). ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. THE 2017 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE COMPACTED CLEAN FILL. OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" NAILED AT 6" O.C. MAX. COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6' O.C. RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TYPE 1AND WITH APPLICABLE BUILDING CODES. TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. ON OF COMPLIANCE SHALL BE MADE AVAILABLE CERTIFICATION ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER, SPECIES GROUP II FIBER MESH CONCRETE. 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AS PER DRAWINGS. AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN ACI 53-99. fm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.C. OUTSIDE THE CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. 9. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA.EDGE, 12" O.C. INTERNALLY. 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUD- 4' O.C. EA. HEADER MEMBER HE TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" CDX 3/4" MIN. HOLE DEPTH 1/8: PLWOOD NAILED PER ROOF NAILING PATTERN 5/8 " 78 6" DIAGRAM. 7" 3/4" 1 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN HOLE AND/OR MANUALY. AFTER IS DRILLED ALL CONCRETE DUST MUST BE ROVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" 12. MISSING DOWEL PLACEMENT: SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17 ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 0 z m 3/4" DIA. X 6" DEEP HOLE FOR #5 BAR SET IN EPDXY ADHESIVE �D TOP OF BLOCK WALL GROUT SOLID AT TOP OF CELL II II SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 11 _-�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 SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS I 1I1H I TOP OF SLAB rW I �3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES 2O ROOF EDGE 2O I <t ----^1------------I tiro O I O EDGE 2 I 1 1 2 RIDGE O i O IO 2 2 O O IO OZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. OZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS 2 ® 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD '., FL. LIC. AR0017305 �/ / L 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 ti O U -4 w 0 raq tz� co Wq O� \w© w W C/)co 00 a' Q) rn o rn r (Q tJ 1- 0) J a1 w J Q J Q' O LL 0 co jmp00N + r7W' r m z LL �wI_ CR0 94 Z0<1 - it ul (n O c1 0_ W J UJ F- SHEET A 6mO FILE COPY INSTALL SIMPSON HTSM16 W/ (8) IOd 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. EU 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE a N i 3" 0 x 1/4" STEEL PIPE ® " TAPCON TYP.4 M 5x5x}" WELDED " FLANGE 1 5" BOLLARD DETAIL (4) 10d NAILS 12 ' a �6 PROVIDE 2X4 BLKG ® 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 z z O~ J ui0a TOP OF LOWER � = a BLOCK WALL -E #5 BAR DOWEL W/ STD. 90' HOOK CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 7/16" OSB OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S @ 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS _TOP OF BLOCK h PER PLAN � �— 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON HUS24 ® EACH JOIST/ LEDGER BD. CONN. TOP OF HIGHER BLOCK WALL II #5 BAR DOWEL II W/ STD. 90' HOOK I III CONC. BLOCK WALL II VERTICAL FILLED it CELL W/ 1—#5 BAR 1 II 1 BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD — 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 1Od NAILS — 2x4 VERT. STUDS 0 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) — ROOF SHEATHING SIMPSON STRONG -TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE 1. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. ROOF 2. PROVIDE "H2.5" OR "LSTA18" 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" D.S.B. SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK C2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY (o EXPANSII STRIP & ® JAMB HEAD LC (ONLY) 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 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" HILT] KWIK BOLT II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE SHINGLE SIDE VIEW ' T 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 EC MICHAEL C. ANDERSON )All � Agollolk FL. LIC. AR0017305 to an rn 0 N o cy) w w CN UF-o)ti m C, _ CD N M C, N pJ X o to rm0°Dc'4 n^, mQLL'rnV Ixw1=coC9 ZUOa�cO lofUS Lu toU)0 d cf)) w _I w I - SHEET A 6ml FIN -� CORNER CORNER FLASHING TAPE CORNER -� FLASHING TAPE FLASHING TAPE SIDE - FLASI TAPE WINDOW TOP NAILING FIN FIN --,I — . — WINDOW BOTTOM 1\\\\' SILL FLASHING TAPE #1 SILL FLASHING TAPE #2 ATER RESISTIVE BARIWATER RESITIVE 1. CUT THE WATER RESITIVE BARRIER (1C) I�AlRER I I HST CUT I T--TH CUT, �3RDI UP 1 FROM EACH TOP I I + CUTI I CORNER AT A 450 I ANGLE TO ALLOW THE i 4501 I WATER BARRIER TO I 1 /�/-TYPI I BE LAPPED OVER THE I I I I FIN AT THE HEAD OF I I/'�2ND- I I THE WINDOW. I v - - cur_ y I IO 1 2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER TFIAN 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 (V' FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST t". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (IG). 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 RESITIVE 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. 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 (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) SHEATHING FRAMING EXTERIOR I I I I I I I I I i I I O I I I I I I I I I L--- I m ! FX1ERi' Nt? w-- I I 1 I I i i I I 3 r Fri 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.) TRUSS SETBACK PER FRMG. PLAN ROOF 12 SHEATHING PER 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 TOE NAIL (2) 16d EACH SIDE \ ,-- 2x4 BLKG. ® 48" O.C. — PRE-ENG. TRUSSES 0 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0" O.C. (MAX.) GABLE END SECTION © HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' O.C. 2x4 45" CROSS BRACING AT 4'-0' O.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' D.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA, SIDE 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION X-X 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' C.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 1/2' PLYWD. SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' ❑,!C. — GABLE END TRUSS NOTE: )K HOLD FACE OF GABLE END TRUSS IN 3/4' BEYOND BLK. FOR CEMENTITIOUS FINISH )K HOLD FACE OF GABLE END TRUSS OUT 1/4' BEYOND BLK. FOR SIDING FINISH — SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT CEMENTITIOUS FINISH 2x6 P.T. PLATE CONT, W/ 5/8' DIA. ANCHOR BOLTS @ 32' D.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' 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 FL. LIC. AR0017305 i O Q3 co w � Ga w'4� W „ rr� v 1 (� N "mow r W \\ c �i C) L0 in P r (y 0 � UJ c (V UH-awr1 � 2 xx J �) cn i Q LL N r cA J01)0ODN L N m <C m U wLiI. co(D ZC)Q�U CCU)F'w GO Z u') 04 O C") d W J w h SHEET OPEN TO W3 12 FAMILY RM. W3C 36 ° ° W3 2 BEYOND ° ° HOOD ° ° BAR TOP—, BAR TOPS 0 0 0 0 0 0 0 F-1 ° 0 B O 1 B 4 FILLER FILLERJ RNG KITCHEN KIT. AT RNG. NOTES: )WEL BARS AT 54" A.F.F. 1. BATHROOM TOE 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING H1 4. SHOWER HEAD' AT 6'-8" A.F.F. .C. LAV o F-- _ j o VB24 W.C. SHWR. FILLER BATH 2 \- 30" RAD OPEN TO HALL HALL ARCH WALL MTD. LT. MIRROR ME 7mn I '1,,,-CER. TILE OPEN TO BEYOND SINK uu KIT. AT SINK /DW WALL MTD. LT. 0 0 o o I I VB42 VB42 M. BATH VANITY 0 z lZ <0 it 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. —1 /2" DRYWALL KITCHEN BASE CABINET -7 BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EC MICHAEL C. ANDERSON F'L. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 rn N v rnn cD co X 0 s co_¢00 N �0�� r� Im � N n, W _J� ;Z L� cV U WF-cpU' z�`_=�U Lu lui �iLoioz 0 ti = o_ w J w F- PROJECT NO. 17-015-091 DATE DRAWN 9-16-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 15,50 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 7.0 FILE Copy NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. R VENT I WALL 1 d C/U TIE DOWN TO COMPLY WITH AC-1 BC Ai")3d1. f EQUIPMENT SCHEDULE C;AB §E -_ 3 TOIL C.U. - CH14NA0360OG A.H.U. - FB4CNF042L x i i HEAT - 05 Krg; COOLING CAW, - 34,200 x HEAT CAP. - 33,800r ELECT - 208-230-1 BRKR 'U- 35 AHU 0 BMP CLIP 2x4 1�{4;4 AT AN � GALV. CLIPS FLOOD ISM REF. - +`4 . FLA PRODUCT APP, KLwk-ffos FL14239 �l i PF ­ 8.20 � I .M_Q_ _ . N.T.S. ! C I i REI L)1*! SUP?I,!I Dul'T A.H-IJ_ AIR HANDLER DETAII- H VAC PLAN 1 /4" = 1'—O" 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 c) 0) �' o LLJ �p N ) M w QLLco wC)p � pJ�CC�9 J _O COON LL.N� �LL1F tcp zC)Q�cJ Lc) � Z h O ce) d W .J W t— PROJECT NO. 17-015-091 DATE DRAWN 9-16-19 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SCIFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET