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HomeMy WebLinkAbout17-015-069 King - Electronic Signed and Sealed Plans - 2-4-22PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT 69 / BLOCK * / PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: LISA MOTTRAM FIELD LICENSE NUMBER: 1264695 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING PRODUCT DESIGN ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD APPROVAL PRESSURES HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL21135.11 +40.0 - 40.0 PSF SMOOTH STAR 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 FL9174.8 +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. FL15332.9 +/- 58.2 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) \ WINDOW SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 PSF 0 . 60MIN +/- (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.9 (MIN) +/- 55.0 PSF MIN 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.9 (MIN) +/- 55.0 PSF MIN 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. BASE SHEET MECHANICALLY FASTENED TO DECK WITH 4" SIDE LAP AND 6" END LAP, WITH UNDERLAYMENT SOPREMA ROOF UNDERLAYMENTS SOPREMA INC. «» APPROVED NAILS AND TIN CAPS 6" O.C. AT LAP EDGES AND 12" O.C. IN STAGGERED GRID PATTERN BETWEEN OVERLAPS, UNDERLAYMENT ADHERED TO BASE SHEET FL2569.1 TAMCO BUILDING GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE «» PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS INC. EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. 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) FL 22270.1 PER MANUF. HURRICANE SHUTTERS 20 GAUGE GALV. EASTERN METAL SUPPLY STEEL STORM SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART SPAN CHARTS PANELS TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN f SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS' AIR FREEZING MEAN ANNUAL Speeds Topographic Weathering' Frost line' Termite ° LOAD (mph) effectsk (NA) CATEGORY depth TEMP' REQUIRED INDEX TEMP N/A See Fig. R301.2(4) N/A Negligible N/A Very 42 N/A See N/A N/A Heavy Survey For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. Reserved. C. Termite infestation per Figure R301.2(6) is "very 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 -specific basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. i. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC, VENTILATION GALGULATION VENTILATION REQUIRED: ATTIC, AREA = 2,353.3 50. FT. VENTILATION AREA REQUIRED = 2,201.0 50. FT. / 150 (F.B.G. R8O&.2) = 14.67 50. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.339 = 275.6 50. FT. NET FREE AREA OF VENTILATION FOR AGM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 50. IN. / 50. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 275.6 50. FT. X 11.14 50. IN. / 50. FT. X 1 50. FT. / 144 50. IN. = 22.47 50. FT. GONGLUSI ON: VENTILATION PROVIDED = 22.47 50. FT. > VENTILATION REQUIRED = 14.67 50. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: Signature: Certification Number: Date: DRAWING INDEX CVR A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 A-6.0 A-6.1 INDEX / PROJECT INFORMATION FOUNDATION PLAN FLOOR PLAN BUILDING ELEVATIONS ROOF / FRAMING PLAN ELECTRICAL PLAN WALL SECTIONS / NOTES WALL SECTIONS / NOTES PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED 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 X OPEN PARTIALLY ENCLOSED 160 MPH X MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) DEAD LOAD: 10 PSF DEAD LOAD: 7 PSF 170 MPH COMPONENTS AND CLADDING WIND PRESSURES PER 2020 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 27.6 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.7 PSF 50 TO 99.9 24.8 PSF / -27.1 PSF 100 TO 499.9 23.5 PSF / -25.8 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 27.6 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.5 PSF 50 TO 99.9 24.8 PSF / -31.2 PSF 100 TO 499.9 23.5 PSF / -28.7 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF MIGHAEL G. ANDERSON, ARGHITEGT OF RECORD EL. LIG. AR0017305 1020 SH PRO\/INCETOHN LANE, PORT ST. LUGIE, EL 34G53 (772)418-2110 PLANS DES I C NED TO MEET THE REOU I REMENTS OF 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MIGHAEL G. ANDERSON lichae Digitally signed by Michael Anderson Date: n d e rs 2022.02.04 13:15:28-05'00' n FL. LIG. AROOI7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 W \ CO q \ q q � � \w co �I a QO 0 O LO rn orn^ T CY W (0 CV C) �J tU) CO X 0 �D¢�� z C) J CD Jmp00CV JZ ILL. r W CD z O Q U LU) Z C'7 LU J LU PROJECT NO. 17-015-069 DATE DRAWN 9-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET UK tltt- I IC, I RINK SGHEMAT I G PLUMB I NS RISER 36 "X36 "X 16" DEEP GONG. FTC. W/ 3-#5 E.W. F 25'-O" '-O" _. 3'-10" 4'-0" 4'-2" 3'-10" -7'-2" G � � L I_ -1 I I A I g I I Lu 1 N I I `� ■ I o � m REGESS SLAB I■ - 3 1/2" FOR SHWR. - o3'-8 v8° 3'-a 1/8" 7'-s 5/8" I N I r---- -----� —� I 2' 111� I6'-538" ■ c0 �i I J REGESS _ SLAB FOR N \Z I L S.G.D. HB I n I G L V 4AV .I I I sHwR. TUB/----____-- I ■ O SHWR. �' I 1 4" 2500 PSI GONG. SLAB W/ ■ I I 10 FIBER MESH, AND/ON 6X6-10/10 I` I NG 11O MIL. MPOLY VAPOR BARRIER 6 I ■ FINISH FLOOR OVER TERMITE TREATED nl I N I 1 COMPACTED GLEAN FILL. � 11 I I. SINK I INDIGATES G.M.U. CELL FILLED W/ GONGRETE AND (1) #5 VERT. DI5P.1 I REBAR GONT. FROM FOOTING TO TIE BEAM (TYPICAL 101 EHI `t II II I ■I I Dw I I I I ❑W = A T -----� ■ A '/ 1 GHASE FOR ELEGTRI G = 1 _- _ _ _ _ _ - - _O'-4" WH TO ISLAND 1 AHU VAIG - -I- 1 GHASE I H I■ Lu I r I B 1 I I I■ ■ ■■ I o 1 _ I I _ I � ° 1 ■ �Lu I I m o SLOPE DOWN AT OAR. DOOR L----- 3'-5" 1 4'-10" 1 3'-5" 1 6'-4" c: • 20'-O" X G O I r .14 O cn O Un I 0 I m 0 r SLAB 2-#5'I 1,D 6x6 - IOxIO WWF — 6x6 - IOxlO WWF w OR FIBER MESH- - OR FIBER MESH E GONG. 8 SLAB It } VARIES A DETAIL I O CRAPE _I O w GONG. `p SLA!7 < HI DETAIL I GONG. SLA !� GI DETAIL I 42" X 42" A/G PAD D I AC ONAL D I STANGE DIMENSION FROM INSIDE CORNER OFFORMBOARDS AG = -71-0'' BD = rb�5 I-2 II DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH -I 2-#5 2-#5 I 8 BARS BARS = I'-4" 2'-0" g DETAIL DETAIL G I I 6x6 - IOxIO WWF GON . _w OR FIBER MESH - SLAB w - GONG. I _O�� SLOPE < SLAE�] --- --• - GRADE 2_#5--- _ GRADE 2-#5 �i 12"(MIN) BARS - BARS = BELOW D DE'TAI'L F DETAIL I I GONG. 1-#5 SLA BAR C DETAIL I 5 1/2" (FRAME) 7 5/0" (BLOGK) w GONG. SLABn Q m } 2-#5 g' 1'-4" BARS J DETAIL - S.C.D. I I -#5 GONG. BAR SLLu in } H DETAIL I GONG. 2-#5 SLAB BAR 1'-4 " 411 411 K DETAIL I GON 8 VARIES gll SHOWER SLAB GON N REGAT ESS ---- SLAB m � --- ---- LL GRADE cv SHOWER p REGESS 2_#5 m BARS � - L DETAIL M DETAIL1 I I FOUNDATION PLAN PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTC.) 3" MIN. FTC.PER DEPTH DETAIL 3" MIN. 3"MIN._ FOOTING REBAR TRANSITION P I PE THRU PF FTC. DETAIL I SCALE 1/4'' = 1'-0" MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD FL. LIG. AROOli305 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34g53 (-"2)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING CODE -RESIDENTIAL (-1TH EDITION) MIGHAEL G. ANDERSON licha Digitally signed by I Michael Anderson ,nders Date: 2022.02.04 n 13:15:47 -05'00' FL. LIG. AR001-7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 to LO rn _o W co N U 1= M �0 J Z75 "t X Cn Q Cc \13 Z J cl: O CO J m O � N J LL /r) LLI CO (D ZOQC\jU E LLI �U) Z O � IL W J W H PROJECT NO. 17-015-069 DATE DRAWN 9-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET ((-S A 1m0 NOTES: INTERIOR ELEV. NOTES: I. WOOD STUD SPAGING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.G. -INTERIOR FRAME BRO. WALLS AT 16" O.G. -INTERIOR FRAME NON-BRO. WALLS AT 24" O.G. -KITGHEN CABINET WALLS AT 16" O.G. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. GONG. BLOCK WALLS ARE DRAWN 7 5/5" WIDE UNLESS OTHERWISE NOTED 4. TOOL GONG. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH $ GLEAN) 5. DOOR $ WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +&'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUGTURAL NOTES FOR ADDITIONAL INFORMATION I. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE GABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO GEILING. 4. SHOWER HEADS AT 6-8" A.F.F. RNG REF KIT. AT RNS./REF. OPEN TO BEYOND SINK 0 0 O 51327 S 36 3" FILLER DW KIT. AT ISLAND WALL MTD. LT. WALL MTD. LT. MI RROR GER. GER. MIRROR TILE M.G. TILE LAV LAV LAV 0 0 0 0 0 0 � rrz o ° o fn } > VB36 VB36 SHWR. W.G. TUB FILLS FILLER FILLER M. BATH VANITY BATH 2 14" 3/4" MICA TOP ON SHIM SGREWED TO SECURE 14" 5/4" MICA TOP ON SHIM SGREWED TO SECURE II X 4 TOP PLATE WOOD I X 4 TOP PLATE TRIM NOTE: NO REVEAL BETWEEN HOOD_-I, BAGKSPLASH AND TOP TRIM 2x6 STUDS w 2x4 STUDS AT 16" O.G. AT 16" O.G. 1/2" DRYWALL m I/2" DRYWALL 1 KITCHEN L KITCHEN BASE GABINET7 BASE GABINET7 �n m FLAT BARTOP DETAIL RAISED BARTOP DETAIL 9 O �n HB 13'-0" 25'-0" 2'-4" 1_ij 11 12'-0" TOP OF BLOCK TOP OF BLOCK +T-4" A.F.F. +8'-O" A.F.F. O O HDR. HT. HDR. HT. — — — — — — — — — — ■ EGRESS EGRESS R/S 8'-O" GLG. 2'-O — — — q'-O" GLG_ GLG. T-T-P. 18'-& 3/4" I ® 5'-0" LANAI I M.BR. 8'-O" GLG. ■ I GOFFER GL d"' I /S ■ N I R/S 5'-O" 3'-2 1/2" 3'-4 112" 5._O 7' 13/4" L-- -- -- --- L ® = a 8'-011 GLG. 8'-O" GLG 5 SH R/S ■ q -4 GLG. R/S — — — 10'-4" GLG. — — — — — TEMP. GL. 0 - I ENGL. ON 42" IS" IS" H. WALL MIN. MI m 17'-8 1/2" m Cc ON i 0 2'-0" I FAMILY RM. 3'-1 " ® ■ TYP. m GOFFER GLG. m I 6-3 I/2" 12'-5 I/4" O N D 42" H. WALL 6 -all j I HDR. HT. O I no= z �i N ■ EGRESS GLG. BR.3 0 L(O o O8'-O" GLG. 6 HDR. HT. I © q'-II 1/2" 2'-0" 2'-5 I/2" I 8'-O" GLG. ■ o SINK ; i I 6'-q 3/8" DISP.� 2X6 DRYE TOP OF WALL = VTR — BLOCK D +q'-4" El� I5 1/2" 6 -1 1/2" �n 12'-5 1/4" A.F.F. m - VENT I I I BR.2 _ ■ MIGROWAV DW %n I W 8'-O" GLG. 2' " - 8'-O" GLG. THRU CP WALL �t = I a O r m C� - � 5 ° BARTOP m I ®2 0 3 ■ KITCHEN N COFFER GEILING I l� Q q'-4" GLG. q'-8 1/2" RAISED BARTOP I FOYER 10'-4" GLG. I I I DINING NF'• I COFFER GLI. in IO'-4" GLG/ / q'-4" GLG. A B A 8'-8" HDR. HT. B HDR. HT. 5'-5" I. 4'-10" E ABV. 8 -5 -- L- 11'-O" GLG. HT m ARGH A SOFF I UB 8 8" HDR. HT. TOP OF BLOC + '-4" A.F.F. I'- 3'-5" I 6'-4" ■ AHU I q'-O 1/4" WH i GARAGE ° 8'-O" GLG. 16"(P FOAM COLUMN W/ TOP OF BLOCK PER DETAIL to OP Off BLOCK +8'-O' A.F.F. 2'-O" 20'-0" ■ 6 -8 HDR. HT. EGRESS AG GOND HB O �n i DOOR SGHEDULE O SIZE FRAME AREA U FAGTOR SHOG 0 REMARKS 1 3068 SWING I EXT. DOOR 2 8068 S.G.D. %X80" 55.3 S.F. 58 25 I EXT. DOOR 3 2868 SWING I SOLID GORE 4 1668 SWING I INT. DOOR 5 2868 POCKET 2 INT. DOOR 6 2868 SWING 4 INT. DOOR 7 4068 BIPASS I INT. DOOR 8 2468 SWING 3 INT. DOOR q 2068 SWING I INT. DOOR 10 16070 OVHD. DR. I GARAGE DOOR WINDOW SGHEDULE O SIZE FRAME AREA U FAGTOR SC G 0 REMARKS A 25 SH 36"X62" 15.5 S.F. cl 24 3 MUNTINS MULL TO "B" B 38" W. HALF RND. ARCH TOP 38.0"R 3A S.F. 47 .24 3 5 LITE MULL TO "A" ( 35 SH 52.125"X62" 22.4 S.F. .55 .22 1 D 25 SH 36"X62" 15.5 S.F. Acl .24 5 E 36" W. HALF RND. ARCH TOP 18.0"R 3.5 S.F. .47 .24 1 I. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O17 FLORIDA BUILDING (ODE WINDLOAD AND EMERGENGY EGRESS REQUIREMENTS. TOP OF BLOCK +q'-4" A.F.F. i N PROVIDE 5/8" PIA. TAPGONS SPACED 6" O.G. FOR P.T. 2X4 TO BLOCK WALL CONNECTIONS LIVING RM. GONG. BLOCK WALL TOP OF ENTRY TRUSS BRO. HT. +II'-0" A.F.F. KNEE WALL ABV. BLK. WALL W/ I/2" DIA. EXP. ANCHOR W/ 6" MIN. EMBEDMENT 20" 20TOP OF BLOCK 3'-4" 1'-6" - +8'-0" A.F.F. O _ I NOTE: PROVIDE SIMPSON q__2x4 BLKG. BTWN. "5PH4" AT TOP OF KNEEWALLS FACES OF SOFFI AND "LSTA24" FROM FAGS OF HEADER TO VERTIGAL 16 W. SOFFIT FRAMING AND SIDE WALL BOX OUT GARAGE GONG. BLOCK WALL 12 � RND. FOAM GOLUMN ENTz'I' ARGH SOFFIT DETAIL SOFFIT AND BOX OUT TO USE 2x4 BLOGKING WITH (2)2x8 BEAM W/ TOP OF ARCH 2x4 TOP PLATE ACROSS ENTRY +8'-q" A.F.F. p � O iMIGHAEL G. ANDERSON Micha Digitally FLOOR PLANsigned by SCALE 1/4" = 1'-0" el Michael Anderson MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD n d e r Date: FL. LIG. AR0017305 A2022.02.04 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34g53 (772)40-2118 S O n 13:15:59 PLANS DESIGNED TO MEET THE REQUIREMENTS OF-05'00' THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIG. AR0017305 MASTER PLAN REVISION 4-7-20 r N O 1p W C-0 N U � u) i� �U) 't X 0 CE QLL� uj Z 0 J Ir C) Cfl J m O 00 N J rr� I11 (0 V Q U z O uj � pz L O � CIO 0- W J W I— PROJECT NO. 17-015-069 DATE DRAWN 9-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 2mO NOTES: GEMENTITIOUS GOATING ON LA 20" W. ARCH SOFFIT PER DETAIL ON SHT. A2.0 TOP OF ARCH 6"W. RAISED +Cl'-2" A.F.F. TRIM (PROD. 3/4")-\ I N FA MAI � II■1 I. WALL FENESTRATION PER FBGR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTIGAL WALL RIDGE HEIGHT INTERSEGTIONS, FLASHING SHOULD BE GONTINUOUS OR STEP FLASHING IN +1&'-7" A.F.F. CONTINUOUS BED OF ROOFING GEMENT. 6"W. RAISED 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS TRIM (PROD. 5/4") WITH IX BUGKS ATTAGHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUGKS - SEALANT TO BE SHERWIN WILLIAMS GONFLEX OR 12 EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW SGORE LINES �6 FLASHING - WINDOW WRAP BY WFM MANUFAGTURING (SEE DTAIL ON SHEET A6.2). GEMENTITIOUS GOATING ON LATH 16" OVERHANG OD TYPICAL UNLESS OTHERWISE NOTED TOP OF BLOCK — — — — — — — — — — — — +q'-4" A.F.F. — —6"W. RAISED TRIM (PROD. 5/4") — — — — _ _ TOP OF BLOCK +8'-O" A.F.F. G.J. z O � z 12"(P FOAM 6"W. HALF RND. FOAM TRIM 6"W. HALF RND. 1/2 COLUMNS W/ MATGH TRIM HT. AT LIVING RM. WINDOWS FOAM TRIM 511 HALF RND. TRIM AT TOP/BOTTOM RETURN TRIM ALONG SIDE WALL FRONT ELEVATION SCALE 1/4" = 1'-0" 0 GEMENTITIOUS GOATING ON BLOCK 20" SIDE WALL RETURN TOP OF SLAB -------------------- - — — — — — — — — — — — — — — — — — — — — — — — — +0'-0" A.F.F. Ilk LEFT ELEVATION SCALE 1/4" = 1'-0" O O O TOP OF BLOCK O O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +8'-O" A.F.F. GEMENTITIOUS GOATING ON BLOCKEli Ix3 OR Ix4 P.T. BUCK SET IN SEALANT AND NAILED )V-1/2" CASE HARDENED COIL NAILS AT 12" O/G. MAX CONC. OR MASONRY CARD LAME U BUCK W/ TAPCON t4" O/C DRILLED fANUFACTURER CAULKING _............ 6 FINISH HEAD DETAIL WIND❑W STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY Ix4 OR Ixb P.T. BUCK SET IN If AND NAILED WI-1/2" CASE HARDENED COIL NAILS AT 24" O/G. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4" x 1/4" (MIN) TAPGONS AT 24" O/G. MAX IN PREDRILLED HOLES SY MANUFAGTIO ER JAMB/HEAD DETAIL REAR ELEVATION SCALE 1/4" = 1'-0" ALUMINUM FRAME FASTEN THRU BUCK W/ 3/I6ux3 1/4" TAPCON SCREWS ® 24" O/C MAX IN PREDRILLED HOLES BY MANIFACTURER ALUMINUM FRAME `SECURE FRAME TO SILL PERIMETER CAULKIN6 WITH SILICONE CEMENTIVOU6 FINISH 1L/ �CAULKIN6 CONC. OR MASONRY Ix3 OR Ix4 P.T. BUCK SET IN O°O° SEALANT AND NAILED o Qo ° O M-1/2" CASE HARDENED ° • po. o, ° COIL NAILS AT 12" O/G. MAX. PRECAST OR POURED DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W DOOR FRAME FASTEN TO SILL W/ #6 x 1" SCREWS ® 2'-0" O/G <-- FLOOR COVERING 0 0 00 ° "I Qpo. O . GROUT BED CONCRETE SLAB SILL DETAIL ��r 3r3.7`►A3C:n SILL DETAIL WIND❑W GEMENTITIOUS GOATING ON BLOCK 20" SIDE WALL RETURNEli 1:1i TOP OF SLAB +0'-0" A.F.F. 1'-2 7/8" 1'-6" O U-) 1'-2 7/8" (3 _ Lf) — I -2 7/8>" 12'-4" O O O G OVERHANG SEFARATIONS DOOR FRAME FASTENED THROUGH BUCK W/ 3-1/4" x 1/4" (MIN) TAPGONS, WITH (l) TAPCON 6" MIN FROM EA. CORNER AND 4 EO. SPACED TAPCONS ON EA. VERTIC, LE6 Al MIN. EMBED OF 15/6" HEAD/JAMB DETAIL EXT DOOR Ix6 P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS ®12" O.G. MAY) PERIMETER CAULKIM FLOOR COV -RIN6— CEMENTITIOUS FINISH PERIMETER CAULKIN6 — DOOR TRIM PERIMETER CAULA CONCRETE SLAB DOOR THRESHOLD 5E7 IN BED OF CAULK E FASTENED TO SILL W/ 3116" DIA. TAPCONS ® 16" O/C pow ° p0. o T 1/4" = I'-O" CONCRETE "U" BLOCK TIE —BEAM TOP GOURS HORIZ. 2X2 NAILED TO VERT. IX2'5 W/ 12d X S- NAIL SOFFIT DETAIL RIGHT ELEVATION P.T. (2) 2X4 BUCK - CONNEGT TO BLOCK H/ 3(e° x 3" TAPGONS (1 1/4" MIN. . EMBEDMENT INTO BLOCK) ATTACHMENT PER MFRS. RECOMMENDATIONS IX2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS ATTACHMENT PER MFRS. RECOMMENDATIONS STAPLES @ S" O.G. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFF I T N.T.S. SILL DETAIL EXT DOOR SCALE 1/4" = 1'-0" 2x4 VERT. AT EA. FACE OF PRECAST LINTEL AT TOP ARCH H/ (3) IOd NAILS AT BLOCK COURSE EA. END TOE NAILED 14/(2) IOd AT BUCK 2x4 SOLID BLOGKIN6 (FULL TOP OF BLOCK WALL HIDTH OF HALL) BTWN. PLYHD. ARCH FACES H/ (3) IOd NAILS THRU PLYWOOD INTO EA. 2x4 1. P.T. (2) 2X4 BUCK - 2X4 VERT. BRACES CONNECT TO BLOCK W/ 3(6" x 3" TAPCON5 (1 1/4" MIN. EMBEDMENT INTO BLOCK) 15/32" GDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK H/ 5d NAILS AT 4" O.G. PROVIDE %," x 3" TAPGON (I 1/4" MIN. EMBEDMENT INTO 2x4 SOLID BLOGKIN6 (FULL BLOCK) AT EA. SIDE BUCK -(I) WIDTH OF HALL) BTWN. HITHIN 4" MIN. TAPCON OF— PLYWD. ARGH FACES H/ (3) START OF ARCH IOd NAILS THRU O.S.B. INTO EA. 2x4 BUILT-UP PLYWOOD OR MA50NITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT H/ 8d NAILS �F-(-,TInN A<-A� CONTINUOUS ARGH I N MASONRY OPNO . DETAIL MIGHAEL G. ANDERSON, ARGHITEGT OF RECORD FL. LIG. AROOI7305 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34g53 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) 15/32" GDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 80 NAILS AT 4" O.G. CONTINUOUS LONG. BLOCK LINTEL PER PLAN BUILT-UP PLYWOOD OR MA50NITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT H/ Sd NAILS LINE OF REGTAN6ULAR ROUGH OPENING MIGHAEL G. ANDERSON Aicha Digitally signed by I Michael Anderson ender Date: 2022.02.04 on13:16:12 -05'00' FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 r , cr� � q q q � � 0 N W CO~ Q0 LO LO TrT V/ r CV C) 'O'^') r W LLI (D H � � w J � "t X Lu Z J Er O Cfl J CO O N roc) J F- /ram LLI Cfl C� z0Q�U 0 �Lu z O co I Lu J W PROJECT NO. 17-015-069 DATE DRAWN 9-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 3mO -FRAMING NOTES: I. DESIGN LOADS: HIND: 160 M.P.H. AT 3 5EGOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOGKING AT 4'-0" O.G. WITH 2 EA. 16d TOE NAILED EAGH SIDE (DIAPHRAM AREA) 3. AT BLOCK/STRUGTURAL FRAME HALL GONNEGTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS H/ 2-1/4" MIN. EMBED. @ 24" O.G. VERT @ (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIBgI. ANY ADDITIONAL TRUSS BRAGING REQUIRED HILL 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") (2) HETA20-- B-2 NOTE: BRACE HALL WITH 2X4 BLKG. AT BOT. GHORD EACH SIDE - PROVIDE TAPGONS SPACED 12" O.G. STAGGERED ON LANAI SIDE $ HETA20 ON TOP OF HALL B-3 7. ALL TRUSS TO TRUSS GONNEGTOR5 TO BE SUPPLIED BY TRUSS MANUFAGTURER. 8. SEE STRUGTURAL NOTES FOR ADDITIONAL INFORMATION. q. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE NOTE: TRUSS LAYOUT IS SGHEMATIG. REFER TO TRUSS GOMPANY LAYOUT FOR TRUSS LABELS AND LOGATIONS. ANGHOR SGHEDUL_E (SIMPSON STRONG -TIE PRODUGTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOGK GONNEGTIONS (U.N.O.) 51MP50N MT512 < 1000 > 14-I0d x 1 1/2 USE 51MP50N MT512 FOR ALL TRUSS TO FRAME GONNEGTION5 (U.N.0) SIMPSON (2) HTS20 < 2ci00 > 24-I0d X 1 1/2 TO PLATES 24-I0d X 1 1/2 TO STUDS SIMPSON SIMPSON 5I MP50N NOT (IN FRAME HALL) < 3965 > PH05 (IN FRAME HALL) < 4685 > HTTI6 (IN SLAB) < 4175 > 22-I0d / 5/5" DIA. A.T.R. 14-1/4"X3" HD. SGREHS / 5/8" DIA. THRU-BOLT 18-16d / 5/8" DIA. A.B. W/ 7" MIN. EMBEDMENT / "SIMPSON SET" EPDXY TIE ADHESIVE B-2 F_ — — GLG. — — — — GLG. 0 7� " " GLG. I 10'-0" GLG. " I GLG. q'-4" GLG. GLG. I I I GLG. I I I 10'-4" GLG. GLG. I I I 2X4 "X" BRAG I NO, TYP. q 1-411 I I F_ I GLG. I I I I I I I I I I � I�� I I I I I I I 41 AGE GLG. I I I II'-O" I III I GLG' I I I PROVIDE 2x4 BLKG. AT I I B'B TRUSS BOT. GHORD 10'-4" II II GLG. I I I I I II I I II II II B-6 B-6 B-6 II II II II II II II II II II II II II II II C (2) HETA20 B-5 B-5 PREGAST HEADER SGHEDUL_E B-X LINTEL GAST GRETEALLOHABLE ALLOHABL MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-IB c150 PLF 361 PLF B-2 160" 8F16-IB/2T 1075 PLF 770 PLF B-3 70" 8F16-IB 4144 PLF Ici30 PLF B-4 112" 8F16-IB 1818 PLF Q80 PLF B-5 54" 8F16-IB 603q PLF 2507 PLF B-6 54" 8F8-IB 2170 PLF 1660 PLF 8U8 NIMIRLOW F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF REBAR AT IBOTTOM OF LINTEL CAVITY 81F16-1B/11T N❑MINAL WIDTH J L QUANTITY OF NOMINAL HEIGHT REBAR AT TOP TYPE DESIGNATI❑N FRAM IN G,7 PLAN d. ! .. — J ~ U < ;• J < �< ,o � z ZD 7-5/8-ACTUAL 8' NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY SCALE 1/4" = 1'-0" MIGHAEL G. ANDERSON, ARGHITECT OF RECORD FL. LIG. AR0017305 1020 SH PROVINGETOHN LANE, PORT ST. LUGIE, FL 34ci53 (772)40-210 PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING GODE-RESIDENTIAL OTH EDITION) MIGHAEL G. ANDERSON Michae Digitally signed by I Michael Anderson Anders Date: 2022.02.04 on 13:16:23 -05' FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION L_ 4-7-20 � W � CYD Q W C� CIO [T C) LO to TT VJ r Chi O 0') T W O N Lu J X w Q W 00 N W > O N z C) J O � J CO p OC) N � W (0 (D O Q U f40° z r Llzc~nz C\j O 0- L1.1 J W H PROJECT NO. 17-015-069 DATE DRAWN 9-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 4mO LE(3END SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE �11 �O RECESSED LIGHT I> WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE WALL MTD, VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) BOO WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR OO CEILING MTD. CARBON MONOXIDE DETECTOR CHIMES -0 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 SWITCH @ 42' A.F.F. RHEOSTAT SWITCH @ 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION L0 ELECTRICAL DISCONNECT OUTLET FOR MIGROHA (,vtVc,rt L_ I t). _ PREWIRE PREHIRE — — — ELEGTRIGAL NOTES I. ALL BEDROOMS SHALL HAVE AFGI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 5. 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.G. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 4 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 ARG-FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEG 40(9.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 200& NEC 210.52, ALL 125V, 15 4 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. -f. 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 DISGONNEGTING SHITGH OTHER THAN THOSE REQUIRED FOR OVERGURRENT PROTECTION. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELEGTRIGAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELEGTRIGAL CODE AND ELEGTRIGAL LOAD CALCULATION 16-14 5.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE I WATER HEATER DISHWASHER DI5P05AL DRYER SUBTOTAL FIRST 10 kVA AT 100% REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AG AT 40% TOTAL 23,000 VA DIVIDED BY 240 V POOL 5UB PANEL TOTAL USE 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE PER GONTRAGT 5.0 kVA 5.0 kVA 1.5 kVA 12.0 kVA 5.0 WA 1.5 kVA 1.5 kVA s n L,vn 32.5 WA 10.00 kVA q.00 kVA M.00 kVA 4.00 kVA 25.00 kVA 95.8 A 30.0 A 125.& A ELEGTRIGAL PLAN 2" RIGID O.H. SERVIGE F.P 3—#2/0 XHHW 2/0 SER GABLE 150 150 32 GKT AMP PANEL G/B METER 3#1 GU THNN 2" CONDUIT NO. 4 GU. WIRE TO GOLD WATER PIPE IF GU PLUMB. IF NOT GU USE SUPPLEMENT GROUND NO. 4 GU. WIRE TO 5/8" x 8'—O" SGHEMATIG ELEGTRIGAL RISEI�ROUND ROD SCALE 1/4'' = 1'-0" MIGHAEL C. ANDERSON, ARGHITEGT OF REGORD FL. LIG. AROOI-7305 1020 SW PROVINGETOHN LANE, PORT ST. LUCIE, FL 34g53 (TI2)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING CODE —RESIDENTIAL (-1TH EDITION) MIGHAEL G. ANDERSON icha Digitally signed by Michael Anderson nders Date: 2022.02.04 n 13:16:34 -05'00' FL. LIG. AR001-7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 W o) O � q\q q � � O 0 [T C) to LO T CA r CV O � W O N J X � 0 C Q L� 00 Z J 121: O CO J m O � N J r LLI F- COO (D ZOQ�U °C�cnz � O CY) 11 Lu J LLI H PROJECT NO. 17-015-069 DATE DRAWN 9-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 133392 CUBIC FEET SHEET 5mO 12 PER ARGHITEGTURAL FIBEROLA55 SHINOLE5 OVER ELEV. 15# FELT ON la/32" GDX PLYWOOD SHEATHING AND PRE -ENO I NEERED WOOD ROOF TRUSSES AT 24" O.G. (SEE ROOF NA I L I NO PATTERN DETAIL) HURR. STRAP @ EAGH TRUSS R-30 INSULATION REFER TO GONNEGTOR SGHED. TYP. O.H. ER ROOF PLA 'y 'y Y y Y-Y Y 'y Y y - - TOP OF BLOCK REFER TO EXT. ELEV. 1/2" GLO. OYP. BD.:1 F ,5"x8" U-BLOGK TIE -BM. FILLED W/ GONG. 4 (1)#5 REBAR GONT. ALUM. FASCIA AND DRIP EDGE UNLESS PRE-ENO'RED PRECAST LINTEL OTHERWISE NOTED SEE SHEET A 4.0 FOR DETAILS ON EXT. ELEV. GONT. ALUM. VENTED SOFFIT Ix4 P.T. WDW. HD_R. HT. PER PLANS PLOYGEL SEALANT RAISED GEMENTITIOUS P.T. WOOD BUGK TRIM PER ELEV. PER PLANS ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL RAISED GEMENTITIOUS TRIM PER ELEV. 1/2" DRYWALL ON Ix2 P.T. PER PLANS FURRINO (p 16" O.G. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER GEMENTITIOU5 GOATINO OVER 8x8x16 GONG. BLOCK NO. BASE 4 MIN. GONG. SLAB 1-#5 VERT. BAR TIED INTO (2500 PSI) W/ FIBER #5 BAR DOWEL W/ STD HOOK MESH OVER VAPOR AND RUNNING INTO LINTEL BARRIER OVER GLEAN I (LOCATIONS PER FDTN. PLAN) GOMPAGTED POISON FILL 0'-011 - I Y TOP OF SLAB CONNECTOR PER ANCHOR 3/4" PLYWOOD SHEATHINC� DECORATIVE GEMENTITIOU5 GOATIN6 ON LATI I OL WNDW HOP, HT PER PLANS ALUMINUM TRANSOM WINDOW WITH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD 5HEATHIN6-,,, (2) 2 X 6 HEADER WITH 1/2" PLYWOOD SPACER DOOR HDR HT ' PER PLANS jo FINAL GRADE STUGGO STOP AS RE010. PER LOCAL BLD6. DEPT. -GONG. FT6. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL TRUSS OR BLKIN6. PER PLAN 1/2" GYP BOARD EL: 36" ABOVE HEADEAV, ITPRA6& 5x5x4" WELDED FLANGE 1 3" (P x 1/4" STEEL PIPE O �" TAPGON TYP.4 ..C..C..l 11 IJCI r 5" ATTACH TRANSOM WINDOW / DOOR SEGTION 12 PER ELEV. CLIP AN6LE- GIRDER TRUSS 51MP50N L550 CLIP AN6LE- R-30 INSULATION USE 2X4 IL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" PLYWOOD SHEATHING AND 2X HIP JACKS $ RAFTER CONVENTIONAL FRAMING AT 24" O.G. (SEE ROOF NAILING PATTERN DETAIL) /.,--51MP50N HETA20 HURRICANE STRAP OR EQUAL (3)I0d NAILS FACE NAILED TO 2X RAFTER TOP OF BLOCK REFER TO EXT. ELEV. GOVENTI ONAL FRAMING @ BAY N.T.S. LINTEL 2x4 STUDS (9 SPAGINC PER PLANS VERTIGAL FILLED GELL W/ 1-#5 BAR (2) 16d GONG. BLOCK WALL ©12" O.G-.--' -(2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS 24" O.G. VERT 2 1/4" MIN EMBEDMENT WITH 2 SQUARE X 1/8 THICK HURRIGANE WASHER TOP OF SLAB / (2) 1Od © 5 1/4" DETAIL AT GO° GORNER I EXTERIOR FRAME HALL TO GONG. BLOGK WALL GONNEGT ON LINTEL BLOCK TOP GOURSE FILLED W/ GONG. 1-#5 BAR TOP OF H16HER BLOCK WALL z 11 p Z 1r-- ----- z - 1 j #5 BAR DOWEL TOP OF LOWER 11 W/ STD. a00 HOOK BLOGK WALL -- ------_-- 11 GONG. BLOCK WALL I #5 BAR DOWEL 11 VERTIGAL FILLED W/ STD. a00 HOOK II GELL W/ 1-#5 BAR 11 ii I I BLOGK WALL_ N CCHT TRANSITION DETAIL_ HURRICANE STRAP EA. TRUSS - REFER TO FRMO. PLAN \ CONNECT EA. TRUSS BOTTOM GHORD W/(2) I bd MIN GOMMON5 TOE -NAILED TO TOP PLATE 51MP50N "5PH4" AT EACH STUD TO TOP PLATE W/ _ 12-IOCI X 1 1/2" AT EA. 1/2" GYP. BD. -� PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. STUD TO SILL PLATE W/� 12-I0d X 1 1/2" AT EA. 3 1/2" MIN. GONG. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER GLEAN GOMPAGTED TERMITE TREATED FILL PRE-ENGINEERED TRUSSES R-50 INSULATION 1/2" OYP. BD. DBL. 2x4 TOP PLATE 2x4 STUD WALL Cam? 16" O.G. NO. 2 OR BETTER GROUP I I UNLESS OTHERWISE NOTED W/ MID -WALL BLOGKIN6 (WALLS OVER 10' HT. PROVIDE BLK6 AT 4'-0" O.G. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. EXP. BOLTS W/ 2" WASHER AT 24" O.G. (MAX.) 5" EMBED iT N wrl!�111 I I 0 • 14, I FOOTING PER FOUNDATION PLAN NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REO'D. AT INTERIOR BEARINO WALLS NOTED ON PLANS AS SUPPORTING 6RAV I TY LOADS ONLY (NO UPLIFT LOADS). INTERIOR E3EAR NS WALL_ SEGT ON STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: I. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR I. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN 3 SEC. BURST PER FBGR 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.G.=1a96 MAX.,TYP. THE 2017 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR-LARGH, 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 BESET WITHIN 5" OF STUD LOCATED BELOW. I" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED GLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 5/4" NAILED AT 6" O.G. MAX. COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/52" BE USED IN STRICT ACCORDANCE WITH THE MANUFAGTURER'S GDX PLYWOOD. WALL NAIL PATTERN TO BE b" RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM Ga4". O.G. W/ I Od NAILS UNLESS OTHERW 1 SE NOTED. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION G1116 TYPE 111 4.1.5 AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. HID. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE ON REQUEST. STANDARD AGI 302 PROCEDURES FOR PLAGIN6, 1103TIRUGTURAL HEADER SIZES SHOWN ON ROOF FRAMING FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II FIBER MESH CONCRETE. 8. MAX. I" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5. CONCRETE MASONRY UNITS SHALL MEET ASTM CaO. RTWODS TO BE DOUBLED AT EACH END OF 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 5000 PSI SHEARWALL AS PER DRAWINGS. AT 2& DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANGHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN AGI 53-aa. f'm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. II. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, GONT. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.G. OUTSIDE THE GHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.G. a. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.G. AT EA. EDGE, 12" O.G. INTERNALLY. 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUD- 4" O.G. EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END ENGL05ED 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" FLITGH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 5" O.G. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE GONG. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" GDX 1/2" 5/4" MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 5/8'I 7/8" 6.1 DIAGRAM. 3/4" 11. 711 8" 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL 7/8" I I/8'I GUN AND/OR MANUALY. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BEa REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A56 14. TRUSS BRAGING PER TRUSS MFG. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON DRAWINGS. ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE BEARING, METAL STUDS MAY BE SUBSTITUTED FOR MIXED PER MFG. DIRECTIONS. WOOD STUDS. 16. ANCHOR BOLTS 5" LONG x 1/2" DIA. WITH A 2" 12. MISSING DOWEL PLACEMENT: SQUARE X I/8" THICK HURRICANE WASHER EMBEDDED 5" NEW HOLE SHALL BE DRILLED 7/5" TO I" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A56 17. ALL EXTERIOR CEILING MATERIAL TO BE I/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR I/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, TRAN5FERED, OR OTHERWISE REPRODUCED 51 WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE-/ O2 O O I O ROOF �o I EDGE - - - - - - - - - - - - - - 4' 9 OI O I O RIDGE 2 2 xq (DLu v 0 ��v a 0 ZONE I -USE 5d RING SHANK NAILS 4 6" O.G. 0 O ZONE 2-U5E 5d RING SHANK NAILS 3 ZONE 3-USE 8d RING SHANK NAILS 2 O @ 4" O.G. @ 6" O.G. NA I L_ I NCc PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. REINFORCED/FILLED GONG. BLOCK GELL 1/2" DIA L-BOLT (8" LON6) W/ 2" WASHER AT 32" O.G. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ GONG. F- 2x6 P.T. FROM BOT. OF IV/_10L1_') H I 1.z U.C.1. tiVK. I U C/LC7. LIIVC \ >_x6 0 � EQUAL EG2UAL I '.T. 1/2" DIA L-BOLT 2x N 0" LONG) W/ 2" P.- WASHER AT 32" O.G. MAX. � m GARAGE DOOR OPENING N ELEVATION Cc,ARAOE DOOR DETAIL NI 2x6 RAFTERS AT 24" O.G. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) IOd NAILS 2x4 VERT. STUDS 4'-0" O.G. (PLACE ABOVE TRUSS BELOW) - ROOF SHEATHING 51MP50N STRONG -TIE "H2.5" AT EA. END OF 2x4 PRE -ENURED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE I. HURRICANE GONNEGTOR5 REOV NOTE #4 AT 8'-O" O.G. 2. PROVIDE "H2.5" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x& 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 2xb RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" INSTALL SIMP50N HTSM16 W/ (5) IOd NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPGON5 VERIFY NUMBER OF TAPGON5 WITH CONNECTOR 5GHEDULE 8"X8"XI( - CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR MIGHAEL G. ANDERSON Micha Digitally ALTERNATE TRUSS ANGHOR DETAIL signed el Michael N.T.S. Anderson nderS Date: MIGHAEL G. ANDERSON, ARCHITECT OF RECORD 2022.02.04 FL. LIG. AROOI-7305 1020 SW PROVINGETOWN LANE, PORT ST. LUCIE, FL 34a53 13:16:46 (1-72)40-210 on -05'00' PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING GODS -RESIDENTIAL OTH EDITION] FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 LO m r N o � W (0 N U [-- 0- -t X Q 00 0 CV w Z LL $:iJ 0 _jC) (0 COW O co A N J 1` r W�C.00 � Q U z O n LLI Er LO � Z LO O c0 � W J W H SHEET A 600 FIN GORNER GORNE FLASHING TAPE GORNE FLASHING TAPE TOP FLASHING TAPE SIDES FLASH TAPE WINDOW TOP \\�NA I L I NG ° SIDE GHEGKRAI ° FLASHING j 1- ° TAPE • . • — HINDOH BOTTOM SILL FLU #1 51L ________ #2 I. GUT THE HATER RE51TIVE BARRIER (IG) WATER RESISTIVE 1BARf?IER _ ST_ GUT * 1 T I TH GUT, 1 I 3RD1 1 MAKE A 6" GUT UP I I I FROM EACH TOP 1 I i GUT 1 I CORNER AT A 45(P I ANGLE TO ALLOW 1 THE HATER BARRIER / ��45�TYP i TO BE LAPPED OVER THE FIN AT j j THE HEAD OF THE I 24� _ _GUT �� I WINDOW. I I L — — — — — — — — — — — — J 2. FOLD THE HATER RESISTIVE BARRIER (ID). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE HALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #I. GUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS 5HOHN OE) SO IT OVERHANGS I" TO THE EXTERIOR. NOTE: THE TAPE IS GUT 12" LONGER THAN THE WIDTH SO THAT IT HILL EXTEND 6" UP EAGH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. GUT I" HIDE TABS AT EACH CORNER a'2" FROM EACH SIDE OF CORNER) (IF) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE HATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. GUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST I" 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. I. APPLY SIDE FLASHING TAPE. GUT THO 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 HATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2 BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOHN FIRir41�Y� � E�R1pR I I 2. APPLY TOP FLASHING TAPE. GUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO 60 ACROSS THE TOP OF THE 1 2 WINDOW AND EXTEND AT LEAST I" PAST THE SIDE FLASHING I TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP 2 1 NAILING FIN AS SHOWN. r\1 I NOT DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 1 I" 3. FOLD DOWN TOP FLAP OF HATER RESISTIVE BARRIER I (3G) 1 4. APPLY FLASHING TAPE TO DIAGONAL GUTS. GUT PIECES OF FLASHING TAPE AT LEAST I" LONGER THAN THE DIAGONAL GUTS IN THE HATER RESISTIVE BARRIER. APPLY THE TAPE GOVERING THE ENTIRE DIAGONAL GUT IN THE HATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (30) 1 EXTERIO I 1 I 1 I 1 I 1 I 1 I 1 I 1 I O I I 1 I � I 1 I 1 I 1 I 1 mil I I 1 5 1 TOE NAIL (2) 16d EACH SIDE TOE NAIL (2) 16d EACH SIDE ROOF SHEATHING 2x4 TRUSS TOP CHORD 2x4 BLKG. @ 45" O.G. 2x4 BLKG. @ 48" O.G. BLKG. @ 48' D.C. PRE-ENG, TRUSSES AT 24" D.C. PRE -ENO. TRUSSES (2) I&d COMMON NAILS AT 24" O.G. EA. 2X4 LADDER FRAMING 2X4 45° CROSS BRACING W/(2)16d NAILS AT EA, GABLE END TRUSS 2x4 45° GROSS BRACING TRUSS WEB MEMBER AT TRUSS MID -PT. AND AT 2x4 45° CROSS BRACING SCHEDULE AIR -INFILTRATION BARRIER 8'-O" O.G. (MAX.) \7 SPAN BRACING REQ'D, OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) 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 TRUSS SETBACK MIDP❑INT PER FRMG. PLAN 2x4 TRUSS BOTTOM 2x4 TRUSS BOTTOM CHORD BLKG. AT CHORD BLKG. AT 4'-0" ❑,C. REFER ROOF 12 TO FRMG, PLAN SHEATHING PER 4 -O O.G. REFER TO ELEV. FRAMING PLAN (2) 16d COMMONS TOE HURRICANE STRAP NAILED EA, SIDE P EACH TRUSS MMONS PER FRMG. PLA 4----,, TOE NAILED EA. SIDE Sx& U-BLOCK TIE -BEAM FILLED H/ GONG. $ (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN, PLAN GABLE END SECTI❑N X-X C ABLE END SEGTI ON @ HIP ROOF Y-'I' PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY ALCOA TRADITIONAL "F" CHANNEL H/ 5/8" GA5EHARD "STUB" OR "T" NAILS @ 10" O.G. IN GONG. BLOCK. OR WITH Sd NAILS @ 10" O.G. IN 2X2 NAILED TO EVERY OTHER TRUSS TAIL H/ (2)-I0d NAILS CONCRETE "U" BLOGK TIE -BEAM TOP GOUR5 HORIZ. 2X2 NAILED TO VERT. 2X2'S H/ (2)-I0d NAILS rALUM. NAILS 0.12 DIA. SEE PL N SHANK 3/8" DIA HEAD I-1/2" LONG 9 6" O.G. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT SOFFIT DETAIL VENTED ALUMINUM 5 TRADITIONAL #V-144 N.T.S. USE SIX GALVANIZED II OR 12 SAUCE ROOFING NAILS WITH HEADS AT LEAST 3/5" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/&" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EAGH SHINGLE AND I" FROM EAGH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH HIND OR STEEP SLOPE N.T.S. GROUT SOLI G TOP OF CELL SAHGUT APPf OPENING IN W SAHGUT APPF OPENING IN W 25" MIN. LAP 19/32" CDX PLYWOOD SHEATHING 0r7 1 1 1 I 2x4 BLKG. @ 48' D.C. Ll —m (2) 16d COMMON NAILS AT EA, 2X4 LADDER FRAMING — 2X4 STR❑NGBACK IF GABLE TRUSS IS TALLER THAN 8'-0" GABLE END TRUSS SET 3/4" FROM FACE OF C❑NC, BLOCK 15/32" SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6" D.C. 2X4 "T" OR "L" STR❑NGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12" D.C. -SIMPS❑N HETA20 AT EACH TRUSS VERT WEB MEMBER (24" ❑,C. MAX) 16d COMMON NAILS AT 6" D.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT AT CEMENTITIOUS ExVI F# PLATE C❑NT, W/ 1/2'x 8" ANCHOR BOLTS @ 32" D.C. pia nin X 6" DEEP HOLE FOR =T IN EPDXY ADHESIVE BLOCK HALL 25" MIN. LAP OF REBAR5 3,000 PSI CONCRETE FILLED CELL H/ #5 BAR SAHGUT I"H. OPENING IN HALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID H. CONCRETE SLAB _ . _ . X 6" DEEP HOLE FOR z 1 #5 BAR 5ET IN EPDXY ADHESIVE �w z ADDED RE I NF . F I LLED BLOGK GELL DETAIL NOTES: -DRILLED HOLE TO BE GLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE GLEAN AND OIL FREE MIGHAEL C. ANDERSON, ARGHITEGT OF RECORD FL. LIG. AROOI-7305 1020 SW PROVINGETOHN LANE, PORT ST. LUGIE, FL 34-153 (772)418-2118 PLANS DESIGNED TO MEET THE REOUIREMENTS OF 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITION) MIGHAEL G. ANDERSON Michae Digitally signed by I Michael Anderson Anders Date: 2022.02.04 on13:16:58 -05'00' FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 LO LO CA r Chi O CD B^ T (J W O N U�rn� �J CO X 0 w CC 0 Q W � 0 CV Lu rmm4 U- z 0 J cl: O J CO 000 Q T 00w��C'3 ZOQ�U Lu � Cn Z n 0 CY) 0- W J W SHEET A 6ml