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HomeMy WebLinkAboutBuilding PlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT 40 BLOCK * PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: JEFF MOTTRAM OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: PRODUCT DESIGN OPENING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD APPROVAL PRESSURES ID HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TAU 3/16" TEMPERED JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 114" DIA. X 2-114" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL15225.5 +/- 67.0 PSF (MIN) SMOOTH STAR STEEL TRACK BRACKET TO WOOD: 5116" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «>> WASHER HEAD ONE PER BRACKET- (5) BRACKETSTOTAL PER VERTICAL STEELTRACK 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 420 MI WINDOWS AND DOORS „ 3/16 TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. FL15332.6 +/- 40.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4ANCHORS, JAMBS:6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) MMSONBMMMIWBSABEtWASTBMUMI;DNi'(M#"EMBEMNKQMENT), WOOD ANCHORS Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED a NE SIiL"WaOMB. WOOD MFANCHORS:^ FROM c 3MNMNH � o.CIBMA 3" FROM CORNERS, X. FL17499.2 +/- 60.0 PSF (MIN) Q FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED FL15349.9 +/- 55.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS � WINDOW SH 185 MI WINDOWS AND DOORS 1/8„ ANNEALEDFL17499.2 ANCHORS 3" FROM CORNERS, EAD:3 ANCHORS, JAMBS 6 A CHORS +l- 60•0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-114" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS FL17499.2 +l- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS Q 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, 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. FL15349.9 +/- 55.0 PSF (MIN) 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 EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «>> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) HURRICANE SHUTTERS 24 GA. GALV. EASTERN METAL «>> 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', FL 11968.3 +70.0 - 80.0 PSF BERTHA STEEL SUPPLY, ING. 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: STORM PANEL 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" HEAD: 1/4" X 3-3/4" TAPCONS SPACED 6" FROM CORNERS, 3" & 6" FROM (2) 3068 EXTERIOR SWINGDOOR FIBER -CLASSIC THERMA-TAU 3/16 TEMPERED MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 6" FROM CORNERS,14" O.C. FL15225.5 +40.0 - 40.0 PSF SMOOTH STAR MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 6" FROM CORNERS, 3" & 6" FROM MULLION. TABLE R301.2(1) rY IMATIC ANn r,FOr,RAPHIC DESIGN CRRERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN n SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS° AIR FREEZING INDEX' MEAN ANNUAL TEMP Speed° Topographic WeaMeringe Frost lines Termite` LOAD (mph) effects« (NA) CATEGORY depth N/A Sao Fig_ R3012(4) N/A Negligible N/A Very N/A N/A N/A Heavy For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per Incur = 0447 m/s. a. Weathering is "neglibie' far concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. to Reserved. C. Termite inhalation per Figure R301 2(6) is'Wry heavy.' d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site-sPw4u basis in accordance with Section R301.2.1.4. e. The oudooe design dry-bulb temperature shall be selected from the columns of 971/2-percent values for wimerfmm Appendix D tithe Flanda Building Code, Plumbing. Deviations from the Appendix D temperatures shall be Permitted to reflect local climates or local weather experience as detennned by me building official. I. Reserved. g. The applicable goveming body shall, by local floodplain floodplam management ordinance, specify (a) the data &the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b)"deals) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the auHwrity having jurisdiction, as amended. h. Reserved. I. Reamed. 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 = 2,201.0 SO. FT. / 150 (F.B.C. 1?806.2) = 14.67 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33') = 275.6 SO. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 275.6 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 22.47 SO. FT. CONCLUSION: VENTILATION PROVIDED = 22.47 SQ. FT. > VENTILATION REQUIRED = 14.67 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: j*c4tq-,�I � -f Signature!/`" Certification Number: Y' kC)C>l2 pia. -ice Date: :2,lf 8I _O DRAWING INDEX CVR INDEX/PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-7.0 HVAC PLAN v • 4 *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 FRAME OPEN PARTIALLY ENCLOSED 160 MPH X 170 MPH (MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: (ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD:10 PSF BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF (NON -CONCURRENT) 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 EDI1ION FILL ccw, REVIEWED RZ CODE COMPLIANCE ST. L CIE COV�l BOCC RECEIVED FEB 2 0 2020 St Lucie County, Permitting MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-24-19 to LO rn C) N o rn � o L W o cV U o) ti P-9 re o -I�-tX U) ' U_ CID Q CJoco J m Q 00 04 ` nW' J � O�OQU-rnU re W 1=cOU UO a U Z � z 1r) 1*- _ (M [1- W J W F- PROJECT NO. 17-015-040 DATE DRAWN 11-25-19 DRAWN BY MCA BERMUDA 1674 B LIVING 1686 SQFT GARAGE 445 SQFT LANAI 160 SQFT ENTRY 49 SQFT TOTAL 2340 SQFT CUBIC VOLUME OF CONDITIONED SPACE 13,392 CUBIC FEET SHEET r9l�l 3" V.T.R.1 I �'I I � I I ' I I (�� I I I 3" 1 2„ W.C. I LAV 2„ I LAV 1 2" I TUB 3" I j 2" 2" 1 I LOOP SINK 2" ]!I 3" V.T.R. I I� 3" V.T.R. I 'Il I I I r. 2" 1 1 WASH 1 i I 1 I 3" I I I 1 2" TUB 2" LAV 3" CLEAN 4" MAIN OUT TO SEWER OR SEPTIC TANK SCHEMATIC PLUMBING RISER W I I� 13'-0" 36"X36"X16" DEEP CONC. FTG. W/ 3-#5 E.W. A -0" 3'-10" _ 4'-0" 4'-2" 3'-10" 7'-2" — — — — — — — A — — — — — — — — — G f -1 � I— �' 1 I I 00 Ln ml HB t Ui G O 1 I a I M s �' ■ I o 00 � I _01-0" 8'-01, I I 3'-8 7/8" 3'_2" 3'-8 7/8" 7'-3 1/8" I I I 16'-5 3 8" I • 1 SLABSFOR ECE I L I I S.G.D. ttR 1 w I I LV LV • I RECESS SLAB 3 1/2" FOR SHWR.----_----- I I ■ I II sHWR.� I 4" 2500 PSI CONC. SLAB W/ FIBER MESH, ON 6 MIL. POLY ■ i O 1100 VAPOR BARRIER OVER TERMITE I ■ TREATED CLEAN FILL COMPACTED TO A MINIMUM I I II DENSITY OF 95% AS i REFERENCE (I� DETERMINED BY ASTM D-1557 FINISH FLOOR II 19'-4 3/8" ■ I 8'-4 3/4" I. INDICATES C.M.U. CELL FILLED W/ CONCRETE AND (1) #5 VERT. REBAR CONT. FROM FOOTING SINK I I I I TO TIE BEAM (TYPICAL) DISP. i 4 I 19'-2 3/8" II II ■iEDII II . I I II II � H A I Dw II o 1 1 I I r--------- i 0 I i_ 0 I io 0 in —00 ------ ac I 1 ■ I i'� CHASE FOR ELECTRIC i I A/C COND io I TO ISLAND M CHASE I 10 I 19'-4 3/8" I e I I I • j 1 00 1-1 ____ __ LO ■■ ■■■ uaj 0 I ■ N �' D I i ■ $ ■ I A I � I °° I I I L--_ ------ I • HB -SLOPE DOWN 1" i ■ ■ ■ ■ — — — — ■ I I L-----1 F AT GAR. DOOR I a n _ G I '-loll 1'-10 1 M ■ ■ N ■ ■ Gm C r� 6'-4" 20'-0" m 0 I i� SLAB — 6x6 - 10x10 WWF w OR FIBER MESH w > It 0 GRADE _I A DETAIL 8„ BARS '-4 /'g'\\ DETAIL 1 CONC. w SLAB a > `t lj _ o GRADE 1 12"(MIN) I BELOW D DETAIL 1 N 6x6 - 10x10 WWF OR FIBER MESH CONC. 8 SLAB o BAfr�s��'- I� I` " 2'-0 DETAIL 6x6 - 10x10 WWF OR FIBER MESH CONC. 1._0„ SLOPE SLAB 2_# BARS GRADE F DETAIL 1 CONC. 1-#5 SLAB BAR x 00 4"8„ G DETAIL 1 5 1/2" (FRAME) 7 5/8" (BLOCK) Pad a #N> 5 CONB BAR SL8" w< DrTAIL 1 w CONC. v CONC. 2-#5 S ONBC. a SLAB ,�, > SLAB -� BAR > a o �_� I . • I 2-#5 1'-4" BARS ,'-4" 8 4" 4" J DETAIL - S.G.D. K DETAIL H1 DETAIL 1 1 1 CONC. CONC. 8„ 8' cv SHOWER SLAB SLAB VARIES CONCq2-# RECESS z ---- SLABM _ AT WALL --- -� -— GRADE � - RE�ESS 1 4 8" PO BARS G1 DETAIL L DETAIL M DETAILI -4 1 1 1 `X A/C PAD PIPE SLEEVE (DIA. A/LARGER THAN PIPING THRU FTG.) :3" MIN_ FTG. PER DEPTH MIN _C3„M DETAIL DIAGONAL — DISTANCE FOOTING & REBAR TRANSITION DIMENSION FROM INSIDE CORNER PIPE THRU OF FORMBOARDS PF FTG. DETAIL AC = 73'-7" 1 BD = 71'-0" NOTE: ALL FOOTINGS DESIGNED FOR DIMENSIONS ARE 2,500 PSF SOIL BEARING CAPACITY ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN SCALE 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 EE MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-24-19 v ~ O Q) W d' W ( W co W q -3E- rQ w c�3 w \ w Q P rn o m W C N J--O�)h w o (n (n - LL CO Z Q CNN �J��to +` (vlli/j J 0 ui � CQ (9 Z0Q�U w ixco `U n0 04 M a- w J w PROJECT NO. 17-015-040 DATE DRAWN 11-25-19 DRAWN BY MCA BERMUDA 1674 B LIVING 1686 SQFT GARAGE 445 SQFT LANAI 160 SQFT ENTRY 49 SQFT TOTAL 2340 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 1w0 RNG REF KIT. AT RNG./REF. KIT. AT DINING RM. OPEN TO BEYOND SINK NOTES: WALL MTD. LT 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 0 3. CONC. BLOCK WALLS ARE DRAWN n 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 SOAP DISH ECESS L` I CENTER ON WALL TYP. SOAP DISH RECESS LOCATION MIRROR M.C. \\ FILLER\ VB42 VB42 SHWR. M. BATH VANITY WALL MTD. LT. r-MIRROR M f- OI za F}- _ to j o 0 0 V FILLER BATH 2 of I u HB O 8'-0" HDR. HT. 13'-0" ,-4" 2'-4„ 12'-0" 25'-0" TOP OF BLOCK TOP OF BLOCK +9'-4" A.F.F. +8'-0" A.F.F. O O 6 s 6'-8- HDR. HT. HDR. HT. • EGRESS EGRESS R/S 8'-0" CLG. PROVIDE I 2' 0' 9'-0" CLG. SCREEN ROOM TYP. 18'-8 3/4" 1 IN LANAI, VERIFY DOOR �j LOCATION LANAI I M.13R. M I 8'-0" CLG. ■ I COFFER CLG. I R S 1 iv I R/S 8'-0" 15'-0" 3'-2 1/2" T-6 3/4" 2'-11 11/2,. _011 O O I 8'-0" © cD CLG. SOAP RECESS R/S 9'-4" CLG. N SHWR.-SEE IDET9J1S_ 8'-0" CLG. - -- L S1 8 0 R S / r 0'- 14" CLG. SHEET TEMP. GL. 1 I 1 ENCL. ON 42" 15" 15' d H. WALL MIN MIN. 1 T-8 1 /2" II i° BENCH IN I SHWR.-VERIFY -0 1 to SIZE & LOCATION I 6'-3 12'-5 1 /4" 8 O N FAMILY RM. - ( _ COFFER CLG. 00 M I 'o co BR.3 o j ao n z `j 8'-0" CLG. = i 8' -0" CLG. I i o I I 3'-9 1 /8" �2'-5 1 /2" I - 8'-0" CLG. 0 I 1 ( 6'-9 3/8" DRYER 1 SINK VTR O5 W/ II ff D DISP. I I 5 1 /2' 6' 1 1 /2" M I �8'-0" CLG. II Eli N 1 I tp 5 io DW I I un I ® SH„ M .2' 0 I KITCHEN N i COFFER CEILING I I AHU 9'-4" CLG. 2'-0" 6'-0" F 9'-8 1 /2" - - CER. VA 11LE A1/2 FOYER 42"H. 10'-4" CLG. WALL I I 0� 1 111 TILE INTERIOR ELEV. 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. 4. SHOWER HEADS AT 6'-8" A.F.F. 00 I i- TOP OF BLOCK +9'-4" A.F.F.- VENT MICROWAVE THRU WALL 2' DINING TYP. I 0 COFFER CLG. I M I 10'-4" CLG. t - --J 9'-4" CLG. AA g AABV 8'-8" HDR. HT. 0 E 10 -1 HDR. H -o ll'CH 20"W. ARCH SOFFIT 3'-4" 6'-4" ■ lLci Lo 12'-5 1/4" IN c BR.2 N 2. 8'-0" CLG. �O r M � I I o �t r-::� T27; 19'-0 1/4"- t GARAGE 8'-0" CLG. 16"0 FOAM COLUMN PER DETAIL 38'-O" TOP OF BLOCK TOP OF BLOCK TOP OF BLOCK TOP OF BLOCK +9'-4" A.F.F. b+11'-0" A.F.F. +11'-0" A.F.F.d /t +8'-0" A.F.F. C 0 I N N ■ O 6'-8" HDR. HT. EGRESS _I n i O 6'-8" HDR. HT. EGRESS 0 COND • lHB 0 I 10 DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 SWING 1 EXT. DOOR 8068 S.G.D. 96X2 53.3 S. F. 3.3 S. .58 .25 1 EXT. DOOR 3 2868 SWING 1 SOLID CORE 4 1668 SWING 1 INT. DOOR 5 2868 POCKET 2 INT. DOOR 6 2868 SWING 4 INT. DOOR 7 4068 BIPASS 1 INT. DOOR 8 2468 SWING 4 INT. DOOR 9 16070 OVHD. DR. 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 25 SH 36"X62" 15.5 S.F. 49 .24 1 MUNTINS MULL TO "B" AA 1H5 SH 26.5'X62" 11.4 S.F. 2 MUNTINS MULL TO "A" B 38" W. HALF RND. ARCH TOP 38.0"R 3.9 S.F. 47 .24 1 5 LITE MULL TO "A" C 35 SH 52.125"X62" 22.4 S.F. .55 .22 1 D 25 SH 36"X62" 15.5 S.F. .49 24 . 5 E 32" W. HALF RND. ARCH TOP 32.0"R 2.8 S.F. 47 .24 1 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. ENTRY ROOF TRU TOP OF ARCH 2x4 BLKG. BTWN. +10'-4" A.F.F. TRUSSE ENTRY CEILING HEIGHT +11'-0 A.F.F. HOLD TRUSS TOP OF BLOCK AT LIVING 26" RAD. ARCH VERTICALS OFF FACE +9'-4" A.F.F. 2x4 0 4" O.C. OF BLOCK 3/4" ARCH FRMG. I ao "� 2x4 X-BRACING TOP OF BLK. AT GARAGE NOTE: N +8'-0A.F.F. (2)2x4 AT EA. SIDE d WALL SHEATHING TO OF OPN . SPAN ACROSS JOINT BTWN. SOFFIT FRMG. AND ROOF TRUSS BOTTOM CHORD 1'-4" 4'-0" '-4" 20" WIDE SOFFIT ACROSS ENTRY CONC. BLOCK WALL ENTRY SOFFIT FLOOR PLAN MICHAEL C. ANDERSON SCALE 1 /4" = l'-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 FL. LIC. AR0017305 (jI.ti W (y w 7z�co d` q q � Q4 r^ c) w�ww� W C�d Q "ti Q N Lo Lo m Clm W m N o - Z U) Q LL 00 NN aJOfC3Co �LL .1m0;�!N ZOQnU Lu M a W J H PROJECT NO. 17-015-040 DATE DRAWN 11-25-19 DRAWN BY MCA BERMUDA 1674 B LIVING 1686 SOFT GARAGE 445 SOFT LANAI 160 SOFT ENTRY 49SOFT TOTAL 2340 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 2mO 20" W. ARCH SOFFIT PER DETAIL ON SHT. 2 — 6"x6" SCORED DETAIL CEMENTITIOUS COATING ON LATH TOP OF ARCH 6"W. RAISED +10 —5 A.F.F. TRIM (PROJ. 3/4") O 2z 16"0 FOAM \ 1/2 COLUMNS W/ 3" HALF RND. TRIM 8"W. RAISED AT TOP/BOTTOM TRIM (PROD. 3/4") FRONT ELEVATION 14 OR ix4 P.T. BRIO( SET N4 SEALANT AND KAMM W/'I-1/2• CASE HARDENED COL NAN.S AT 12. 0/a MAX CONC. OR MASONRY DRYWALL BOARD CAULKING 4L(ANUM FRAME rASMY TM BUCK PERAEER CAUUMG MENDDOUS FW91 HEAD DETAIL WIND❑W SNCCO FLHISH PV?WIER CAUUOJG COYa OR MASONRY fx4 OR 1X6 P.T. BUCK SET NR SEALANT AND NAKED W/T-1/2• CASE HARDENED Oo COL NAILS AT 24• O/C. O MAX DRYWALL BOARD CAULKING DOOR nmw FASEN THRU BUCK W/ W/1/4' IOI) TAPCLWS AT 24' 0 MAX N PREDrauEO BY 94WACXM JAMB/HEAD DETAIL (SGD) REAR ELEVATION RIDGE HEIGHT +18'-7" A.F.F 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 12 6"x6" SCORED BUCKS — SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. 16 DETAIL FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING — WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). CEMENTITIOUS COATING ON LATH 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED 12 61- — — — — — LOCK — — — — BO — — — — — — TOP OF B— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +9'-4" A.F.F.--------------- — TOP OF BLOCK +8'-0" A.F.F. C.J. '�� ICI ICI ICI ICI ICI ICI ICI ICI ill ICI ICI II_I�I_I�I_I� • " •rk ALMM" FRMO FASTEN ULMO BUOY( W/ 3,46•0 1/4' TAPCON SCREWS O 24. 0/C MAX W PREORN.LED HOLES BY MAOIFACNRER AUNNANM FRAME SE1:NE FRAW TO SU. W11H SLIME CEMMMUS FRNSH CAULKING A�) CM OR MASO RY fx3 OR ix4 P.T. BUCK SET W SEALANT AR NAILED CASE HARDENED X-f/2' NAILS AT 12. 0/11 T MAX L PRECAST OR POIM'ED SILL. PERWAR CAULKING DRYWALL BOAR CAULWO JAMB DETAIL SILL DETAIL WINDOW WIND❑W Oo' DOOR FRAME FASIEN TO SN.L W/ /6 x i' SCREWS O 2'-0. 0/C 4G5"sT•drx �GMT COmOv BLO am SILL DETAIL (SGD) 8"W. RAISED TRIM (PROJ. 3/4") MATCH TRIM HT. AT BR. 3 WINDOW SCALE 1/4" = 1'-0" SCALE 1/4" Dp Lo 1'-2 7/8" 1'-2 7/8" to (D CEMENTITIOUS COATING ON BLOCK 00 20" SIDE WALL I LO RETURN RETURN ----------- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - C LEFT ELEVATION SCALE 1/4" = 1'-0" 12 16 — TOP OF BLOCK OA O A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ------------- +8 —0 A.F.F. — — — 20" SIDE WALL `00 CEMENTITIOUS COATING ON BLOCK RETURN I ifl TOP OF SLAB — — A.F.F. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +0— — — — — — — — — — — — — — — — — — — — — — '-0" 8" I It r 2'-0" uld v O O I P.T. (2) 2X4 BUCK 1'-2 7/8" — CONNECT TO " BLOCK W/ �6" x 3" I 12-4 TAPCONS (1 1/4" MIN. EMBEDMENT OVERHANG SEPARATIONS O INTO BLOCK) 1/4" = 1'-0" he P.T. BLOC( SET Ni DOOR DIRESHOD SET SEALANT AR SEWRED W/ M fE0 OF CAULX d CASE HAM NANS O 12• aC (MAX) FASTENED TO SKI. W/ /TT 3/16' OA. TAPMVS O f8 0/C 1'EMAETEI CAULKNG DRYWALL BOAR Fl.oOR C04FRI1K, DOOR TRIM DOOR FRAME FA51F) o 1 W/ 3/-1/4• x 1 4' CK NsiMi�ON1)FROAApCOCgpByNgQ(�NAM Yj aND 1 SOc r IfRDCAI. HEAD/JAMB DETAIL EXT DOOR COC OR MASONRY NENDDOUS FNN91 .. RAVER CAUUOIC OR RV COAOCR ER CAOlLING� coNCREE 9Ae SILL DETAIL EXT DOOR RIGHT ELEVATION PRECAST LINTEL AT TOP BLOCK COURSE TOP OF BLOCK WALL 2X4 VERT. BRACES 1/2" COX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. PLYWD. ARCH FACES W/ (3) 10d NAILS THRU O.S.B. INTO EA. 2x4 BUILT—UP PLYWOOD OR MASONITE BUCK — SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS SECTION A -A SCALE 1/4" = 1'-0" 2x4 VERT. AT EA. F" ARCH W/ (3) 10d N EA. END TOE NAILED 10d AT BUCK 2x4 SOLID BLOCKING WIDTH OF WALL) BTN PLYWD. ARCH FACES 10d NAILS THRU O.S. EA. 2x4 P.T. (2) 2X4 BUCK CONNECT TO BLOCK 3" TAPCONS (1 1/A EMBEDMENT INTO B 1"x3" BUCK CONTINUOUS ARCH IN MASONRY OPNG. 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 E[ PRECAST LINTEL AT TOP BLOCK COURSE 1/2" COX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. JILT —UP PLYWOOD OR ASONITE BUCK — SCRIBE ACKSIDE TO FIT ARCH. JNNECT W/ 8d NAILS NE OF RECTANGULAR )UGH OPENING MICHAEL C. ANDERSON 42,flaizo FL. LIC. AR0017305 MASTER PLAN REVISION 11-24-19 rr�\ Q) O q F�q q �q W 46 Q 4 Q Lo Lo rn C)rn to W t0 (V _j W J � � o U) ' Q LL 00 CN J QOfOCO -Em0°ti°c'j wW�cco(D OQ�U Z030 0~ �1nco0 LM a- W J LW F_ PROJECT NO. 17-015-040 DATE DRAWN 11-25-19 DRAWN BY MCA BERMUDA 1674 B LIVING 1686 SOFT GARAGE 445 SOFT LANAI 160 SOFT ENTRY 49SOFT TOTAL 2340 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 3.0 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 OF TRUSSES PER 1­1I891. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE NOTE: TRUSS LAYOUT IS SCHEMATIC. REFER TO TRUSS COMPANY LAYOUT FOR TRUSS LABELS AND LOCATIONS. (2) HETA20 -\ u NOTE: BRACE WALL WITH 2X4 BLKG. AT BOT. CHORD EACH SIDE - PROVIDE—/ TAPCONS SPACED 12" O.C. STAGGERED ON LANAI SIDE & HETA20 ON TOP OF WALL 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.) SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS m SIMPSON MGT (IN FRAME WALL) < 3965 > 22-10d / 5/8" DIA. A.T.R. SIMPSON PHD5 (IN FRAME WALL) < 4685 > 14-1/4"X3" WD. SCREWS / 5/8" DIA. THRU-BOLT SIMPSON HTT16 (IN SLAB) < 4175 > 18-16d / 5/8" DIA. A.B. W/ 7" MIN. EMBEDMENT /-SIMPSON SET" EPDXY TIE ADHESIVE PROVIDE 2x4 BLKG. AT 48" O.C. BTWN. TRUSS -� BOT. CHORDS as I= Lim- (2) I i I 8'-0" CLG. I I I 8'-0" CLG. 8'-0" CLG I 1 o'—o" CLG. B-4 L_---------- ---I 8'-0" CLG. 9'-4" CLG. I 8'-0" CLG. I I I I I i B—s I I 8'-0" CLG. I i I I 1 i I I 10'-4" I CLG. 8'-0" CLG. I I B-5 I I I I I I 2X4 "X" BRACING, TYP. 9'-4"---- — CLG. 411 C 8,_O„ CLG. F'---- -I I /_lcoL '-4"I IG. 10'-4" I CLG. I I B-7 I II I 2X4 "X" BRACING, TYP. AL II I I II 00 B-6 II II II II II II II II II II II II 11 II OTE: OVERFRAME WITH 2X6 RAFTERS SPACED 12" O.C. AETA20 PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 81`16-16 950 PLF 404 PLF B-2 160" 8F16-18/2T 1075 PLF 770 PLF B-3 70" 8F32-1B 8328 PLF 4498 PLF B-4 112" 8F32-16 6390 PLF 2494 PLF B-5 54" 8F16-18 6113 PLF 2724 PLF B-6 112" 8F8-1B 752 PLF 591 Plf B-7 54" 8F8-16 2189 PLF 1207 PLF L�!eve 8U8 8FB-lB BF16-1B/1T # RMINEBAUR AT TOP 1-1/2' CLEAR J = F =FILLED WITH GROUT / U =UNFILLED < QUANTITY OF REBAR AT a i .M.U. BOTTOM OF LINTEL CAVITYF F J a 8F16-lB/lT �� <,�. GROUT 0 - a f L ' NOMINAL WIDTH J I QUANTITY OF `0 #5 REBAR AT BOTTOM NOMINAL HEIGHT-] REBAR AT TOP OF LINTEL CAVITY [7-5/8'ACTU 8' NOMINAL TYPE DESIGNATION NOMINL AL WIDTH PROVIDE 2x4 BLKG. AT 48 O.C. BTWN. TRUSS BOT. CHORDS FRAMING PLAN SCALE 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. AR0017365 PLAN REVIEW I MASTER PLAN REVISION I 11-24-19 O � O 4� d` Fz4 q W C) 1w1� w�v O to to 0) O CV O Q> �- t0 LU O CV J ~ . m IS J n In - LL CO w Q W> —OCV z 0 J w o w M0CV n, _ POP W ofW �cp.CU') Z0Q�U w0U)z 0- M LLI J HW- PROJECT NO. 17-015-040 DATE DRAWN 11-25-19 DRAWN BY MCA BERMUDA 1674 B LIVING 1686 SQFT GARAGE 445 SQFT LANAI 160 SQFT ENTRY 49 SQFT TOTAL 2340 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 4mO LEGEND SURFACE MTD, CEILING FIXTURE PENDANT FIXTURE kOl RECESSED LIGHT K> WALL MTD. BRACKET E 72' AFF. FLUORESCENT FIXTURE �I FV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN WJ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W1 LIGHT AS NOTED) BOO WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR OO CEILING MTD. CARBON MONOXIDE DETECTOR -'Xlor CHIMES CHIMES PUSH BUTTON TELEPHONE JACK CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 112 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE CE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET Q 110 V. JUNCTION BOX �- SWITCH 2 42' A.F.F. RHEOSTAT SWITCH Q 42' A.F.F. TPU TOUCH PAD FOR SECURITY SYSTEM CENTRAL VACUUM OUTLET LOCATION I=] ELECTRICAL DISCONNECT OUTLET FOR MICROWAVE COACH LTS.- PREWIRE - - COACH LTS. PREWIRE ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FRC 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. 2" RIGID O.H. SERVICE F.P.L. ELECTRICAL LOAD CALCULATION 3-#2/0 XHHW--,,., 1674 S.F. AT 3 VA 5.0 kVA 2/0 SER CABLE 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.6 kVA — RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA D 1.kVA DRYERYER 5.0 kVA 150 150 c SUBTOTAL 32.5 kVA AMP PANEL FIRST 10 kVA AT 100X 10.00 kVA REMAINDER AT 40% 9.00 kVA METER TOTAL OF OTHER LOAD 19.00 kVA 10 kVA OF AC AT 4OX 4.00 kVA 3#1 CU THNN 2" CONDUIT TOTAL 23.00 kVA 23,000 VA DIVIDED BY 240 V 95.6 A POOL SUB PANEL 30•0 A NO. 4 CU. WIRE TOTAL 125.8 A TO COLD WATER USE 150 AMP SERVICE PIPE IF CU PLUMB. EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN IF NOT CU USE--"' Ir SUPPLEMENT GROUND NO. 4 CU. WIRE TO 5/8" x 8'-0" SCHEMATIC ELECTRICAL RISER GROUND ROD SCALE 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 EDITI MICHAEL C. ANDERSON FL. LIC. AR0017305 F EW REVISIONS MASTER PLAN REVISION 11-24-19 V ~ iE- rO Lo Czj C�d W ti d' O ^� N Ln rn r (y O cy) W 04 LL OD z Q 0 C'o JQ]Q?oN J r �WLLcooU Z0Q�co w O M CL W J W h PROJECT NO. 17-015-040 DATE DRAWN 11-25-19 DRAWN BY MCA BERMUDA 1674 B LIVING 1686 SQFT GARAGE 445 SQFT LANAI 160 SQFT ENTRY 49 SQFT TOTAL 2340 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET a 5mO 12 PER ELEV 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 1x4 P.T.- PLOYCEL SEALANT - P.T. WOOD BUCK - 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 - WD. BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL CONNECTOR PER ANCHOR 3/4" PLYWOOD SHEATHING - DECORATIVE CEMENTITIOUS COATING ON LATH -- -WND-W HDR HT PER PLANS ALUMINUM TRANSOM WINDOW WITH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH -� 1/2" PLYWOOD SPACER DOOR HDR HT _ P PLANS ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP @ EACH TRUSS REFER TO CONNECTOR SCHED. CRTROOF YP. O.H. PLAN,_ ---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. T PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS FINDCEMENTIT10US COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO 5 BAR DOWEL W/ STD HOOK RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) . 0'-0" I- Y TOP OF SLAB I FINAL GRADE (I STUCCO STOP AS REVD. PER LOCAL BLDG. DEPT. - CONC. FTG. PER FOUNDATION PLAN -III-III TYP. EXT. BLOCK WALL 5" TRUSS OR BLKING. PER PLAN 1/2" GYP BOARD EL 36" ABOVE 5x5xj" WELDED FLANGE 3" 0 x 1/4" STEEL PIPE j" TAPCON TYP.4 TRANSOM WINDOW / DOOR SECTION (TYP) 12 __j PER ELEV. SIMPSON LS30 CLIP ANGLE GIRDER TRUSS CUP ANGLE 30 R-30 INSULATION USE 2X4 STUC _ FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" PLYWOOD SHEATHING AND 2X HIP JACKS & RAFTER CONVENTIONAL FRAMING AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) /-SIMPSON HETA20 HURRICANE STRAP OR EQUAL (3)10d NAILS FACE INVAILED TO 2X RAFTER TOP OF BLOCK ,L REFER TO EXT. ELEV. COVENTIONAL FRAMING © BAY N.T.S. II II 11 I II I I I I 1 (2 )2x4 P.T. W/1/2" DIA. �(2) 10d COUNTERSUNK BOLTS ® 6" O.C. ® 24" O.C. VERT 3 1/4" 2 1/4" MIN EMBEDMENT II WITH 2 SQUARE X 1/8" II THICK HURRICANE WASHER DETAIL AT j� TOP OF SLAB 900 CORNER L------ EXTERIOR FRAME WALL TO LINTEL 2x4 STUDS ® SPACING PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d ® 12" O.G-- ' CONIC BLO CK WALL CONIC. BLOCK WALL CONNECTION LINTEL BLOCK TOP COURSE FILLED W/ CONIC. & 1-#5 Z Z O ~ J x rn0a TOP OF LOWER ' _ BLOCK WALL - a -- #5 BAR DOWEL W/ STD. 90' HOOK TOP OF HIGHER BLOCK WALL I! 1 j #5 BAR DOWEL W/ STD. 90• HOOK I I li CONC. BLOCK WALL VERTICAL FILLED I CELL W/ 1-#5 BAR BLOCK WALL HEIGHT TRANSITION DETAIL 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 11 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. f'm = 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 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 1/2" 3/4" MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 5/8" 7/8" DIAGRAM. 7- 3/4' 1 8" 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN 7/8" 1 1/8" AND/OR MANUALY. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R90VED 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. ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED 5' WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE -------------- --- � O O I O ROOF I ti�.o I EDGE - - - - - - - - - - - - - - 2 I O IO 4' RIDGE O O i I 2 2 O 1D ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 08Cd RING SHANK NAILS ® 6" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. I- 2x6 P.T. FROM BOT. OF NAILS Al fZ U.G. nUR. iU �Lu. Unc J •-:: EQUAL EQUAL Ix6 T. 20- 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P., • WASHER AT 32" O.C. MAX. DOOR L04GARAGE OPENING ELEVATION GARAGE DOOR DETAIL 5 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF 2x4 VERT. STUDS SHEATHING ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) SI2P5O0 STRONG -TIE "N2.5" AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE i. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. 2. PROVIDE "H2.5" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE 8" X 8" X 16"- CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-24-19 to N o L W co CV J 0 I 1 y J (h ctw ° x w - Q W N W 7 0 N _ 0(O iz a 0_j W JCOQcoN 0 m Q LL Q V �W�co0' Z0Q�U �`o0)O c?) d W J W F- PROJECT NO. 17-015-040 DATE DRAWN 11-25-19 DRAWN BY MCA BERMUDA 1674 B LIVING 1686 SQFT GARAGE 445 SQFT LANAI 160 SQFT ENTRY 49 SQFT TOTAL 2340 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 6mO 6 FIN CORNER CORNER FLASHING TAPE CORNER -� FLASHING TAPE FLASHING TAPE SIDE FLAS TAPE WINDOW TOP NAILING FIN .lam\-.—. — — WINDOW B( e� SILL FLASHING TAPE #1� SILL FLASHING TAPE #2 %HATER RESISTIVE BARRIER WATER RESITIVE 1. CUT THE WATER RESITIVE BARRIER (1c) I I 1 19ST CU_T 1 I i — T- TH CUT, MAKE A 6" CUT I I ����I I FROM EACH TOP UP I I I I CORNER AT A 450 ANGLE TO ALLOW THE 1 I 4501 I WATER BARRIER TO i 1 )`�TYP 1 1 BE LAPPED OVER THE I FIN AT THE HEAD OF I I / `2ND->`I I THE WINDOW. I � _ CUT _ y I 1O 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 THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER Qk" FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER 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. I 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 I O I I I I I I I i I I I ATTACHMENT PER MFRS. RECOMMENDATIONS PRE-ENGINEERED ROOF TRUSS CONCRETE "U" BLOCK TIE -BEAM TOP COURS HORIZ. 2X2 NAILED TO VERT. iX2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS ATTACHMENT PER MFRS. RECOMMENDATIONS STAPLES ® 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT N.T.S. TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. E 48' D.C. ��r PRE-ENG. TRUSSES AT 24' D.C. 2X4 45• CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45' CROSS BRACING SCHEDULE SPAN BRACING REWD. GREATER THAN 20 FT. SPACED 4'-0' D.C. 10 FT, TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT, POINTS (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' O,C. REFER TO FRMG. PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE - 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (11 #5 BAR CONT. VERT. #5 BAR AT EA, REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION X—X 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. 15/32' CDX PLYWOOD SHEATHING 2x4 BLKG. 8 48' D.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING _ 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' D.C. SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.C. MAX) 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT AT CEMENTITIOUS FF 2x%'I04. PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS 2 32' D.C. 0 z m 3/4" DIA. X 6" DEEP HOLE FOR g w #5 BAR SET IN EPDXY ADHESIVE �0 TOP OF BLOCK WALL rl GROUT SOLID AT TOP OF CELL II II SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL II I_ 25" MIN. LAP OF REBARS SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE SLAB (m ' '-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 HIGiEIEiAlEI� STRENGTH T -REBAR DOWEL TO BE CLEANH HAND OIL REEVE CODE COMP ST. LUCIE C( BOCC 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 21�o40 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-24-19 In In rn r N O O co Ul co N J ~ 0) �o w J(nA (A -O w z QLL 04 W > - p N 0_jW -1 03 0 00 cV q mQLLcJ CD 0 W I-: co (9 lill wpeZOQcqU InUO (L c) W J LU H SHEET A 6ml PROJECT NO. 17-015-040 DATE DRAWN 11-25-19 DRAWN BY If C BERMODiA-1 74 B LIVING 1666 SQFT GARAGE 445 SQFT LANAI 160'SQFT ENTRY 49 SQFT TOTAL 2340-SQFT CUBIC VOLUME OF CONDITIONED SPACE 13,392 CUBIC FEET I NOTE. ALL TRUSS TO WALL AND/OR TRUSS TO 12 iLEDGER LED ER CONNECTIONS B BU ILDER. Typical Cornerset 6 UNLESS o no t.. NOTED OTHERWISE): � d woo �1 �e NOTE: ALL CEILING DROPS BELOW BEAM ARE ° a o Attach Corner Jack w/(2) "v BY BUILDER. (UNLESS NOTED OTHERWISE) 2 ' 0 ; �„ H o N * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW 16d ToeNails @ TC & BC — to o L o TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING v z t Ta E F m DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL ° ; a a STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE o 0 0 rn INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o f d""w a 2 °o a GRAVITY AND UPLIFT LOADS. �. Q. N N d N C o m° (6 W a b N C N 0 a FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ¢ o ca $ v a t �° AND/OR ENGINEER OF RECORD. a a' a o 0 m :Et`l Eup i t m m Co o REPRESENTS THE LEFT SIDE EACH OF TRUSS DRAWING ' - N-vcnwucna w au uc.an Nci tau nny to this truss placement plan. No 8 a s E 8 Bo A06 8 0 back charges will be accepted ° 2 iv DATEi ina�No�ca�� I without previous written approval