Loading...
HomeMy WebLinkAboutBuilding plansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT _ BLOCK * PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: JEFF MOTTRAM OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN APPROVAL PRESSURES 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL:1/4" SMOOTH STAR DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL15225.5 +/- 67.0 PSF (MIN) 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR 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 (MIN) O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED MIMONBMeMYtOHS AREli'A6TABC(FRBgDNC'(MMEMI)EMEMPMENT), WOOD ANCHORS AREkMWmCERSa eWMMW°MMOMsa 9SIAASUBBY 3" FROM CORNERS, ' 4 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) 0 FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED FL15349.9 +/- 55.0 PSF (MIN) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS +/- 60.0 PSF (MIN) FL17499.2 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS +/- 60.0 PSF (MIN) FL17499.2 0 FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS RE ). MASONRYANCHORS: 3" FROM CORNERS, 3 SILL.10WOOD ANCHORS: 3" PROM CORNERS, FL15349.9 +/- 55.0 PSF (MIN) UNDERLAYMENT 30# ASPHALT SATURATED TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND ORGANINC FELT PRODUCTS, INC. « >> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. ASPHALT SHINGLES - 3 HERITAGE TAMCO BUILDING « >> GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO 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. EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS MATERIALS « >> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +1- 70.0 PSF (MIN) HURRICANE SHUTTERS 24 GALV. EASTERN METAL ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) EGA. BE BERTHA STEEL SUPPLY, INC. « >> 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 PSF: 15.8" O.C. SPANS UP TO 5', FL 11968.3 - ; ` - +70.0 - 80.0 PSF STORM PANEL 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9'-2", 54 PSF: 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" 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 Speed' Topographic Weatheringa Frost lineb Termitec LOAD (mph) effectsk (NA) CATEGORY depth TEMPI REQUIRED' INDEX' TEMPI N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. _- a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. Reserved. C. Termite infestation per Figure 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. 1. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SQ. FT. VENTILATION AREA REQUIRED = 2,201.0 SQ. FT. / 150 (F.B.C. R806.2) = 14.67 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33') = 275.6 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 275.6 SQ. FT. X 11.74 SO. IN. / SQ. FT. X 1 SQ. FT. / 144 SO. IN. = 22.47 SO. FT. CONCLUSION: VENTILATION PROVIDED = 22.47 SQ. FT. > VENTILATION REQUIRED = 14.67 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information andapprovedit. Name: Signatura Certification Number: Date: v�d/2 O DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN - A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-7.0 HVAC PLAN PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED X s ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II FRAME OPEN PARTIALLY ENCLOSED 160 MPH X 1170 MPH EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 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 EDITION) MICHAEL C. ANDERSON FL. LIC'-- AR00173CT5 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 LO CYD w N \ q � � O 67-4 C �[ O LO LO rn N O O) W 0 N U�rn� 2 J�'Ma _ ¢ W 00 �_ w Z W > C:)N 0JW'o� LL JCO0°O� mWLL(0(9 UO Q U Z ti it � U) Z ti O M d W J W I - PROJECT NO. 17-015-119 DATE DRAWN 7-13-20 DRAWN BY MCA BERMUDA 1674 L LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET i SHEET CVR 3" V.T.R. Il[ �'I 1 I I 13» W.C. 2" I LAV 1 2" j LAV I 2" TU B I 2„ I 2" I 1 LOOP SINK i_% JAI 3" V. T. R. JI 3" V.T.R. I I� I I I r. I r. 2" WASH 1 I W. C. I 3" CLEAN' OUT_ TO SEWER OR SEPTIC TANK SCHEMATIC PLUMBING RISER N F. 13'-0" 36"X36"X16" DEEP CONC. FTG. W/ 3-#5 E.W. 11'-8" -0"., 3'-10" 4'-0" 6' - 4" 25'-0" 4'-2" 3'-10" 7'-2" 20'-0" I CONC. SLAB 2-#� N 6x6 - 1Ox10 WWF 6x6 - 10x10 WWF Li FIBER MESH OR FIBER MESH Q CONC. o GRADE I � SLAB VARIES I 2-#5 2- r BA 8 BARS 1'-4" C 2'-0" g DETAIL DETAIL i 1 6x6 - 1Ox10 WWF CONC. w OR FIBER MESH SLAB a CONC. 1�-o» SLOPE > SLAB o GRADE GRADE 2— 112"(MIN) 2—# ' BASS BELOW BARS - —. D DETAIL F DETAIL 1 1 CONIC. 1- #5 SLAB BAR 4 \18 G DETAIL - 1 5 1 /2" 7 5/8" �FRAME BLOCK� w CONC. SLABTT > -,- I 2- #5 --. 8' 1'-4" BARS /"J� DETAIL - S.G.D. I CONIC. 8» VARIES 8» SLAB SHOWER RECESS L DETAIL 1 42" X 42" A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC - 71'-0" BD - 71'-0" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1-#5 CONC. BAR SLAB �I V3 ct H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR 0 r- 1'-4" 4" 4" K DETAIL 1 04 CONC. RECCESS SLAB _ AT WALL GRADE 0 2 � 1 BADS L L 1, 41, M DETAIIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN , 3" MI — DETAIL —c FOOTING & REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY 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 LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 Lo Lo vl- �- N o W (o N U�rn� �o _ � C, Q"N W Z W>f�p04 C) —I of a Co 000 LL J m 0 N rl-J �- 0°wFcoC9 ZOQ04U of � co Z O M a W J W H PROJECT NO. 17-015-119 DATE DRAWN 7-13-20 DRAWN BY MCA BERMUDA 1674 B; 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 loo RNG REF KIT. AT RNG./REF. KIT. AT DINING RM. WALL M TD. LT. 42" H. WALL NOTES: Im I 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1 /2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION OPEN TO BEYOND SINK 0 0 00 SB27 SB 36 3" FILLER DW KIT. AT ISLAND MIRROR \� V842 V842 SHWR. M. BATH VANITY CEP. - TILE 42" H. WALL "'oo I I� d- WALL MTD. LT. MIRROR ---� , CER. M.C. TILE LAV 0 0 o F- _ n <o W.C. TUB FILLER BATH 2 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 V-8" A.F.F. 13'-0" 25'-0" 4 to TOP OF BLOCK TOP OF BLOCK +9'-4" A.F.F. +8'-0" A.F.F. O O 6'-8" 6'-8" HDR. HT. HDR. HT. T ■ EGRESS EGRESS R/S I 8'-0" CLG. 8'-0" I 2'-p" f — — — 9'-0" CLG.— — — — — — -I CLG. v' I TYP. 18'-8 3/4" I ® 0 5'-0 I LANAI I M.BR. � 1 8'-0" CLG. ■ I COFFER CLG. I R/S ■ I I iv I R/S 3'-0" 8'-Ol I " 3'-2 1 /2" T-1 3 4" S-4 1I/2" �r 41 15 0 / I 5'-019 I L 1 I ® o O 0 890» N Q CLG. 0 9 -4 CLG. c° 5 SH R/S • 8'-0" CLG. � R/S LO — 10'-4" CLG. 0 DWME 9 HB I a) ( H� N TEMP. GL. 15" 15" I �� - ENCL. ON 42" 1 LMAn MIN. MIN 1-1 V) PO I ( 17'-8 1 /2" H. WALL N 0 I I I �N C-iLE 2'-0" ( ® • FAMILY RM. TYP. I N COFFER CLG. I 6'-3 1 /2" 12'-5 1 /4" O I 0 I _ z 42" H. WALL - HDR. HT. 0t� N I I LOI ■ EGRESS I $'-0" CLG. , ` BR.3 M 8'-0" CLG. 'ol 8'-0"00 I I © - HDR. HT. „I 2 _p 4'- 1 /8" r2'-5 1 /2" \ I I ® 9'-11 1 /2" in 8'-0" CLG. ■ i I SINK ; 1 I 6'-9 3/8" II � W/ I DISP.1 I DRYER TOP OF I ; VTR 000 BLOCK I D+9-4 1:11111 1 1 � 5 1 /2 6' 1 1 /2" 0 12'-5 1 /4" A.F.F. — T .� I VENT I BR.204 ■ MICROWAVE N DW 1 1 W 8'-0" CLG. 2' 0" 8'-0" CLG. THRU dI I O I 0 WALL - I j .. oWb 6'-8„ KITCHEN � I 4 H" -� HDR. HT. COFFER CEILING FLAT 1 0 ■ EGRESS GRANITE N ci BARTOP I Q 9'-4" CLG. COND -------------------- 2 -0 -10 9 -10 1 /2 19 -0 1 /4 ON I 1 I FOYER ACQ I I I10'-4" CLG. o I GARAGE O I 2'-0" I - I 8'-0" CLG. o DINING 1 TYP. ( n I COFFER CLG. I ■ � I I O AB ov 1 " ■ I — HDR. T. I ■ 16"0 FOAM HB I 10 -4„ CLG. I L_ COLUMN PER 00 CLG. HT. DETAIL20 o 9'-4" CLG. ARCi4 10 o ARCH SOFFIT Is In ■ AA A AA B ABV SOFFIT ABV. OP OF BLOCK 8'-8" + '-4" A.F. +8'- " A.F.F. HDR. HT. 3'-0" 1'-8" 2'-0" 16'-0" 6'-4" 20'-0" 38'-0" DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 SWING 1 EXT. DOOR 2 8068 S.G.D. 96X80" 53.3 S.F. .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 3 INT. DOOR 9 2068 SWING 1 INT. DOOR 10 16070 OVHD. DR. 1 GARAGE DOOR WINDOW SCHEDULE O SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 25 SH 36"X62" 15.5 S.F. '49 .24 1 MUNTINS "B" MULL TO AA 1H5 SH 216. S.F. 2 MUNTINS "A" MULL TO B 38" W. HALF RND. 38.0"R 5 LITE ARCH TOP 3.9 S.F. 47 .24 1 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. 32.0"R ARCH TOP 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. TOP OF ARCH +10'-4" A.F.F. TOP OF BLOCK AT LIVING +9'-4" A.F.F. N 0TE: WALL SHEATHING TO SPAN ACROSS JOINT BTWN. SOFFIT FRMG. AND ROOF TRUSS BOTTOM CHORD FIN ,. 1'-4" FLOOR PLAN ENTRY ROOF TRUS r2x4 BLKG. BTWN. TRUSSES--,,_ F D. ARCH 4" OC. RMG. 2x4 X-BRACING (2)2x4 AT EA. SIDE OF OPN . tj 4'-0" 20" WIDE SOFFIT ACROSS ENTRY CONC. BLOCK WALL ENTRY SOFFIT '-4" 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 4" TOP OF 2x4 KNEE WALL AT ENTRY SIDE WALL +11'-0" A.F.F. 2x4 KNEE WALL TOP OF BLK. AT GARAGE +8'-0" A.F.F. MICHAEL C. ANDERSON LO LO rn o CD w J M U) r 0 w Z N C) J o co � Jm0OpN mW``�� z01_�' <ti_ ti LO � Z ti o M IZ w w PROJECT NO. 17-015-119 DATE DRAWN 7-13-20 DRAWN BY MCA BERMUDA 1674 6-- LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET i SHEET A 2mO PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL." LIC. AR0017305 6"W. RAISED TRIM (PROJ. 3/4") 6"x6" SCORED DETAIL CEMENTITIOUS COATING ON LATH TOP OF ARCH +10 —5 A.F.F. 20" W. ARCH SOFFIT PER DETAIL ON SH T. 2 RIDGE HEIGHT +18'-7" A.F.F. _ _Li I ENTRY CEILING O +11-0" A.F.F. wz 16" 0 FOAM 1 /2 COLUMNS W/ 3" HALF RND. TRIM 8"W. RAISED AT TOP/BOTTOM TRIM (PROJ. 3/4") FRONT ELEVATION 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 1 X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED 12 6"x6" SCORED BUCKS — SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. 12 �6 DETAIL FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING — WINDOW 6I- WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). CEMENTITIOUS COATING ON LATH 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — — — — — — — TOP OF BLOCK OILB — 0 +9'-4" A.F.F. --------------------------------------------------------------- -- TOP OF BLOCK _ +8'-0" A.F.F. C.J. 8"W. RAISED TRIM (PROJ. 3/4") MATCH TRIM HT. AT BR. 3 WINDOW SCALE 1 /4" = 1'-0" 12 16 CEMENTITIOUS COATING ON BLOCK 00I 20" SIDE WALL RETURN TOP OF SLAB -- +0'-0" A.F.F. ---------------------------------------------------------- --- LEFT ELEVATION SCALE 1 /4" = 1'-0" 12 16 ------- O---------0---------- O-------- TOP OF BLOCK —------- — O —�— rYF. +8'-0" A.F.F. --------------------------------------------------- -- 00 I CID CEMENTITIOUS COATING ON BLOCK 1x3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12' 0/C: MAX CONC. OR MASONRY '-DRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN IHRU BUCK W/ 3116 z3 1/4' TAPCON SCREWS O 24' 0/C MAX IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING couENnnous FINISH HEAD DETAIL WIND❑W STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY 1x4 OR 1x6 P.T. B" SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED Oo COIL NAILS AT 24' 0/C: b MAX DRYWALL BOARD CAULKING DOW FAM FRAME RU BVW W/ WAS AT 24C 40/)AX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) REAR ELEVATION SCALE 1 /4" ALUMINUM FRAME FASTEN 7HRU BUCK W/ 3/16'x3 1/4' TAPCON SCREWS O 24' 0/CMAX IN EDRILLED HOLES BY MANUFACTURERSECURE _ FRAME FRAM 70 SI PERIMETER CAULKING W17H SLLICOW CEMEnlnnous FNNISH rG.1CAULKNG CONG OR MASONRY 1x3 OR 1x4 P.T. BUCK SET IN .Q °'pb SEALANT AND NAILED W/1-1/2' CASE HARDENED •: Oa '�o Q00 COIL NAILS AT 12' O/C L MAX. PRECAST OR POURED SLL PERIMETER CAUUMG l `DRYWALL BOARD CAULKNG JAMB DETAIL WIND❑W FRAM FASTEN TO SILL W/ 0 x 1' SCREWS O 2-0' o/C FLOOR COVERING A v do 0... . GROUT BED GONCRE1E SLAB SILL DETAIL (SGD) SILL DETAIL WINDOW CONa OR MASONRY DRYWALL BOARD Doan Dow FRAM FASTENED THROUGH BUCK W/ 3-1 4' x 1/4' 00) TAPCOn NtJ I 1 TAPCON 0 6 MI FROM E L �__AND L4 E. SPACED EGOCORNE7EA. WRIM W/ MIN. EMBED OF 155/6' 00 Lo 1'-2 7/8" I 'tO 1'-2 7/8" Lo CEMENTITIOUS COATING ON BLOCK 20" SIDE WALL 00 RETURN io — — TOP OF SLAB +0'-0" A.F.F. ---------------------------------------------------------- --- O O uj I d- 1'-2 7/8" 12'— 4" O OVERHANG SEPARATIONS 1 /4" HEAD/JAMB DETAIL EXT DOOR 116 P.T. BUCK SET IN DOOR nfMaD SET SEALANT AND SECURED W/ IN BED OF CAULK & CASE HARD NAILS O 12' O.C. (MAX) FASTENED TO SILL W/ 3/16' aA. TAPCONS O 18' 0/C PERIMTER CAULKING FLOOR COM NG -CEMENHWUS FINSH O PERIMETER CAULKING : Uoo °00 'O '• ° b°0o ° — DOOR TRIM ° PEn1M1ER CAULKING CONCRETE SLAB SILL DETAIL EXT DOOR P.T. (2) 2X4 BUCK — CONNECT TO BLOCK W/ �J6" x 3" TAPCONS (1 1/4- MIN. EMBEDMENT INTO BLOCK) RIGHT ELEVATION PRECAST LINTEL AT TOP BLOCK COURSE TOP OF BLOCK WALL 2X4 VERT. BRACES 1/2" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. PLYWO. 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 Yx4 VLH 1. A I LA. FE ARCH W/ (3) 10d N/ EA. END TOE NAILED 10d AT BUCK 2x4 SOLID BLOCKING WIDTH OF WALL) BTW PLYWD. ARCH FACES 10d NAILS THRU O.S.I EA. 2x4 P.T. (2) 2X4 BUCK CONNECT TO BLOCK 3" TAPCONS (1 1 /4 EMBEDMENT INTO BI 1"x3"BUCK CONTINUOUS SCALE 1 /4" = 1'-0" 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 EDITION) PRECAST LINTEL AT TOP BLOCK COURSE 1 /2" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. UILT—UP PLYWOOD OR ASONITE BUCK — SCRIBE ACKSIDE TO FIT ARCH. ONNECT W/ 8d NAILS NE OF RECTANGULAR OUGH OPENING MICHAEL C. ANDERSON ? e FL. LIC. ARM17305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 Lo Lo rn C)m w tV ~ cn w J 0 co X _ Qco LLN w Z Il1>�_pN C —1 C) CO U. JmOOp04 ti mwwc0(9 Z0UJ ti LIj<rti Lo U) uj z r- O M a w J w F PROJECT NO. 17-015-119 DATE DRAWN 7-13-20 DRAWN BY MCA BERMUDA 1674 B' . 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: 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 HI891. 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 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 DESIGNATION ANCHOR SCHEDULE (SIMPSON STRONG —TIE PRODUCTS MODEL MODEL # ALLOWABLE LOADS NUMBER) 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 > 14-1Od 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 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 i m m �I1 1I� I I F-/// INA P/10 p ddp on" I P'%' 01000,00 WALL ��I 1 Pilo 11001--___ 052 la oil 10400" CLG. ■1splol000 I_ li L, ACcts"Zl �1oploloo 1■05 --NOTE: OVERFRAME WITH 2X6 RAFTERS SPACED 12" O.C. PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1 B 950 PLF 404 PLF B-2 160" 8F16-1B/2T 1075 PLF 770 PLF B-3 70" 8F32-1 B 8328 PLF 4498 PLF B-4 112" 81732-1 B 6390 PLF 2494 PLF B-5 54" 8F16-1B 6113 PLF 2724 PLF B-6 54" 8F8-1 B 2189 PLF 1207 PLF /— (2) HETA20 ;V 8U8 8F8-1B BF16-0/1T #5 REBAR AT TOP MIN, (1) REQ'D F- °' • 1-1/2' CLEAR F = FILLED WITH GROUT / U = UNFILLED B-5 F FQUANTITY OF REBAR AT M.U. BOTTOM OF LINTEL CAVITY a a ` : ,• �o 8F16-lB/lT In GROUT } L �Z • NOMINAL WIDTH J QUANTITY OF `r° #5 REBAR AT BOTTOM NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY L7-5/8'ACTU TYPE DESIGNATION 8' NOMINALL WIDTH SPH4 (TOP PLATE TO STUD CONNECTOR) TYP 2x CONT. STAGGER MID —WALL BLOCKIN (WALLS OVER 10' I PROVIDE BLOCKING 4'-0" O.C. MAX. — 2x STUD 16" O.C. PROVIDE 2x4 BLKG. AT 48" O.C. BTWN. TRUSS BOT. CHORDS (2)2X W/ PLYWD. SPACER BEAM AS NOTED PER PLAN tD G IT ® FLAT TOP I PLAN ►-i 6'- MAX. ROOF TRUSSES OR 2x RAFTERS F@ 24" O.C. CONNECT W/(2) 16d MIN. COMMONS TOE —NAILED TO TOP PLATE fSEE ROOF PLAN FOR REQ'D STRAP AT EACH MEMBER. ARCH 'ER FRAME OPNG. PER PLAN (PROVIDE (2) CONNECTORS FOR SPANS OVER 6' OR AS NOTED) - SPH4 (TOP PLATE TO BEAM CONNECTOR) ® 16" O.C. TYP. — LSTA24 (BM. TO STUD CONNECTOR) NOTE: TRUSS TO PLATE ANCHOR;, STUD TO TOP OR SILL PLATE ANCHORS, — AND BOLTS TO SLAB NOT REQ'D — AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). SPH4 (STUD TO BOTTOM PLATE CONNECTOR) NUMBER TO MATCH NUMBER OF STRAPS ABOVE OPENING 1/2" DIA. EXP. BOLT (2 -Y4" MIN. EMBEDMENT) W/ 2" X 113" THICK WASHER 0 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL 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: AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 Ln Lo rn �- N p 0') W p tV 1-0.) w o J co X co 2:0 w Z Q N W p N LL aJ�pCO -1 0co64 °°W�cCq 0 (OCD QUOQ1U ti ul CO Z ti 0 M D. W J W F— PROJECT NO. 17-015-119 DATE DRAWN 7-13-20 DRAWN BY MCA BERMUDA 1674 B 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 1 I , LEGEND --0- SURFACE MTD, CEILING FIXTURE 4- PENDANT FIXTURE kOj` RECESSED LIGHT K> 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 Q CEILING MTD. SMOKE DETECTOR OO CEILING MTD. CARBON MONOXIDE DETECTOR -®- CHIMES CHIMES PUSH BUTTON `TELEPHONE JACK TV CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V, OUTLET 0 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. o-- RHEOSTAT SWITCH @ 42' A.F.F. TP a TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT OUTLET FOR MICROWAVE VUHI,n L_ I.D. - -� _ _ �� - PREWIRE 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 FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. ELECTRICAL LOAD CALCULATION 1674 S.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISPOSAL DRYER SUBTOTAL FIRST 10 kVA AT 100% REMAINDER AT 4OX TOTAL OF OTHER LOAD 10 kVA OF AC AT 4OX TOTAL 23,000 VA DIVIDED BY 240 V POOL SUB PANEL TOTAL USE 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE -- PER CONTRACT 5.0 kVA 3.0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 kVA 5.0 kVA 32.5 kVA 10.00 kVA 9.00 kVA 19.00 kVA 4.00 kVA 23.00 kVA 95.8 A 30.0 A 125.8 A ELECTRICAL PLAN 2" RIGID O.H. SERVICE F.P. 3-#2/0 XHHW SER CABLE^I 150 32 CKT AMP PANEL I I C/B METER 3#1 CU THNN 2" CONDUIT _ NO. 4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. IF NOT CU USE ` 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 MICHAEL C. ANDERSON PLAN REVIEW REVISIONS l MASTER PLAN REVISION 4-7-20 wWN�q q W Q4 W Qq � � O 67-1 W a co Lo Lo r rn r CV O 0') W N UF- rn� W � M X `t �- N w LLI > - p N Z LL J m Q 00 N J r' maLL04 00 w w � co C� ZUOa�U � CO Z ti O M IZ I.l.l J W I- PROJECT NO. 17-015-119 DATE DRAWN 7-13-20 DRAWN BY MCA BERMUDA 1674 B_- 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 5mO PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) ry FL. LIC. AR0017305 �. ..._ 12 PER �ELEV. R-30 INSULATION 1/2" CLG. GYP. BD.- 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONT: PRE-ENG'RED PRECAST LINTEL - SEE SHEET A 4.0 FOR DETAILS 1 x4 P.T. PLOYCEL SEALANT - P.T. WOOD BUCK - ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2" DRYWALL ON 1 x2 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 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 0 EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN - TTOP_OF_BLOCK T REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT _WDW_HDR. HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMEN11TIOUS COATING OVER rl 8x8x16 CONC. BLOCK 1-#5 VERT. BAR 11ED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL 1 (LOCATIONS PER FDTN. PLAN) _0'-0" _ - I' TOP OF SLAB I -I FINAL GRADE STUCCO STOP AS REQ'D. I ITiI PER LOCAL BLDG. DEPT. III J - CONC. FTG. PER FOUNDATION PLAN I TYP. EXT. BLOCK WALL CONNECTOR PER ANCHOR SCHEDULE 3/4" PLYWOOD SHEATHING DECORATIVE CEMENTITIOUS COATING ON LATH WNDW 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 ' PER PLANS - I I II I I I II I I I I I I I I I I I It I I II I L------ EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL z z-- o� Q Z w � li #5 BAR DOWEL TOP OF LOWER = a II W/ STD. 90- HOOK BLOCK WALL �- -- CONC. BLOCK WALL #5 BAR DOWEL II VERTICAL FILLED w/ STD. 90• HOOK it CELL W/ 1-#5 BAR I I I I B LOCK WALL HEIGHT TRANSITION DETAIL HURRICANE STRAP EA. TRUSS - REFER TO FRMG. PLAN TRUSS OR BLKING. PER PLAN CONNECT EA. USS BOTTOM CHORDRW/(2) 16d MIN COMMONS TOE -NAILED TO TOP PLATEHa 1/2" GYP BOARD EL: 36" ABOVE HEADEfNDffiRWL SR SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ - 12-1 Od X 1 1 /2" AT EA. 5x5xj" WELDED FLANGE 1/2" GYP. BD.-� 'ry " PROVIDE R-11 BATT INSULATION AT ALL 1" 1" 3" 0 x 1/4" WALLS ADJACENT TO STEEL PIPE NON -AIR CONDITIONED " TAPCON ROOMS �TYP.4 5" TRANSOM WINDOW / DOOR SECTION (TYP) 12 IPER •-- �� ��� FIBERGLASS SHINGLES OVER CLIP SIMPSON LS30 \ CLIP ANGLE GIRDER TRUSS SIMPSON LS30 CLIP ANGLE R-30 INSULATION USE 2X4 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 NNAILED TO 2X RAFTER COVENTIONAL FRAMING © BAY N.T.S. TOP OF BLOCK REFER TO EXT. ELEV. SIMPSON "SPH4" AT EA. STUD TO SILL PLATE W/ 12-1 Od X 1 1/2" AT EA. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL PRE-ENGINEERED TRUSSES R-30 INSULATION 1/2" GYP. BD. DBL. 2x4 TOP PLATE 2x4 STUD WALL ® 16" O.C. NO. 2 OR BETTER GROUP II UNLESS OTHERWISE NOTED W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVIDE BLKG AT 4'-0" O.C. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. EXP. BOLTS W/ 2" WASHER AT 24" O.C. (MAX.) 5"' EMBED FOOTING PER III III-1 I I I I FOUNDATION PLAN I I' ;' I I"' I I"'III NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION LINTEL 2x4 STUDS ® SPACING PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d CONC. BLOCK WALL ©12" O.C-�' �(2) 1 Od (2)2x4 P.T. W/1 /2" DIA. COUNTERSUNK BOLTS @ 6 O.C. ® 24" O.C. VERT �4 3 1/4" 2 1 /4" MIN EMBEDMENT WITH 2"' SQUARE X 1 /8" THICK HURRICANE WASHER DETAIL AT 900 CORNER TOP OF SLAB 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. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL 'BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE NAILED AT 6" O.C. MAX. SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" 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 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER, SPECIES GROUP II FIBER MESH CONCRETE. 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AS PER DRAWINGS. AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN ACI 53-99. 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" 6 DIAGRAM. " 7,f 1 8" ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN 7%8" 1 /8" �t AND/OR MANUALY. AND/OR AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R60VED 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 ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 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 7/8ff 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. EXTERI OR 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 --2O I d ti�,o O O I O EDGE I 4' OI O lO RIDGE 2 2 0 -4 0 0 `o 0 1 0 ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS ZONE 3-USE 8d RING SHANK NAILS O ® 6" O.C. ® 4" 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. 2x6 P.T. FROM BOT. OF NAILS AT 12" O.C. F_HDR. TO CLG. LINE 2x6 io EQUAL EQUAL P.T. 1 /2" DIA L-BOLT N (8" LONG) W/ 2" WASHER AT \\- 32" O.C. MAX. - 04 GARAGE DOOR OPENING • ELEVATION GARAGE DOOR DETAIL }- 2x6 P.T. 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS 2x4 VERT. STUDS ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) ROOF SHEATHING SIMPSON STRONG -TIE "H2.5" AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE 1. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. 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 APPLIES 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 MICHAEL C. ANDERSON 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 "�'� V - THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) ; FL. LI-C. A�017505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 Lo rn o W N U F- rn ti oo (0 - LL ao Q �`- Lu J O co 00 J m 0 N J 0 cow� 04 (o(D f4co zoa�U ti Z Lo ti O r> a W J W H SHEET A 6mO FIN CORNER CORNER \ FLASHING TAPE CORNER FLASHING TAPE TOP - FLASHING TAPE SIDE -� FLASHIN TAPE SIDE -� FLASHING TAPE WINDOW TOP NAILING FIN CHECKRAIL 7 WINDOW BOTTOM SILL FLASHING TAPE #1 SILL FLASHING TAPE #2 VrVATER RESISTIVE BARRIER WATER RESil1VE BARRIER 1. CUT THE WATER RESITIVE BARRIER (1 C) I R * I SHEATHING 1� ST CUT I FRAMING T--- II I I I I�4TH CUT, _ 3RD I I MAKE A 6" CUT UP SCUT FROM EACH TOP I EXTERIOR I i I I CORNER AT A 450 I I I I I ANGLE TO ALLOW THE I I I WATER BARRIER TO I I I I <-TYPI I BE LAPPED OVER THE I I \ I I FIN AT THE HEAD OF I I <-2ND_>• I I THE WINDOW. I I I - CUT -N I I 2 I lO I I O I I I I 2. FOLD THE WATER RESISTIVE BARRIER (10). FOLD SIDE AND BOTTOM FLAPS INTO THE I I OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN I I L__ I 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (X- FROM EACH SIDE OF CORNER) (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:;:.,_;- r� I 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW I 2 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON I BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS O2 I SHOWN. r- 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) [all c1� ram` I EX1��OR H�yy� � 1 I I I 01 I I 1 I I I I I I I I I I 1 1 3 I Ir� CONGHL IE "U"" BLOCK TIE -BEAM TOP COURT HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL ATTACHMENT PER MFRS. RECOMMENDATIONS 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS `ATTACHMENT PER MFRS SEE PL N RECOMMENDATIONS STAPLES ® 8" O.C. PER MFRS. RECOMMENDATIONS SOFFIT DETAIL CONTINUOUS VENTED SOFFIT N.T.S. PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITI❑US 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 TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. 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 REQ'D, GREATER THAN 20 FT, SPACED 4'-0' D.C. 10 FT. TO 20 FT, (3) PAIRS AT 1/4 LESS THAN 10 FT, P❑INTS (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' D.C. REFER TO FRMG, PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE - 8x8 U-BLOCK TIE -BM, FILLED W/ CONC. & (1) #5 BAR C❑NT, VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN, PLAN —� GABLE END SECTI❑N 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 1" 1'-0" 1'-Q" 1" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W SAWCUT APPR OPENING IN W 25" MIN. LAP 1 1 1 15/32' CDX PLYWOOD SHEATHING 2x4 BLKG. @ 48' D.C. (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 CONC. 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' D.C. MAX) 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITI❑US FINISH OVER FRAME —C❑NSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP, EXPANSI❑N J❑INT FFI6IKATNN CE��I1MENTITI❑US 2xPLATE \'_CONT, W/ 1/2'x 8' ANCHOR BOLTS @ 32' D.C. z"" ^'" X 6" DEEP HOLE FOR =T IN EPDXY ADHESIVE BLOCK WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1 "W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE SLAB X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON &/1.0 u 4 FL: Lic—AROOT7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 Lo rn C)� F-co(V J - o ti c um,J C.")cz o co- -.dr CC) 04 0 w QJOf�Cfl LL Jm0coN 0 ZUOQtiU 9i°°W�(0C7 ti U) U) Z Lo 04 O ci d W J W I - SHEET A 6.1 N V- C C G h t 13' 3825' 0 a- a. a- a a v U v 0 0 LO ce) U I-ti ti ti ti ti ti ti ti ti ti ti v OVERFRAME BY OTHERS PER PLAN 38' 1118" 61411 20, CA CJ3 CJ5 �01 i01 ;02E F. CC It 12" CLG RECESS 1 '-4" FA - 12 Typical Cornerset Specifications � Attach KingJack w/(3) Attach End Jacks 0.131"0 ToeNails @ TC Attach Corner Jacks w/(2) w/ (4) 0.131" 0 ToeNails @ TC 24" strap using (6) 10d x 0.131"0 ToeNails-@ TC & BC & (3) 0.131" 0 ToeNails @ BC IS1-1/2" at each end of BC Typ. Corner Jack Placement— 1-110-15/16" 2'0" 2'0" 1'1-1/16" - - = Dig taU.srgned by Rama Pranav Knstam e DN E rama kr stam neenng.net, . CN RamaPranav Knstam. O=VVwle _ Hovw-JIE'fgineering LLC• L*W Pierce �*�lorida, C=US Reaswt.;J"" ave reviewed>f rs document - Da4. 2020.08.24 1523:17-04W xx"i� .......... i• No.88 6 'S ATE OF � i j / �• 1 k NA1Lt � ��• fj l��t11III ot-18" * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. - (UNLESS NOTED OTHERWISE) or g o v, � E * NOTE: ALL CEILING DROPS BELOW BEAM ARE _ 51 m c �:� = v-oa '�' BY BUILDER. (UNLESS NOTED OTHERWISE) � o 011 ° WE Ewa�wv * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW �` � En m wc o TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING •2 ` ()a) ~ N y �' a j rn DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL to N > a =V 0 ' _ STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE S a. o o N INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR ~ a w.2 0) ' 0 ~ ` o oc�E.,N moo _ GRAVITYAND UPLIFT LOADS. Q 2 0 o C �w ") n.oa_ FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 Q o z '8 -au N 0-o 6 AND/OR ENGINEER OF RECORD. a a. CL 3: _ _ o "Ea �Eo `a)�w'-c o a m ° ` REPRESENTS THE LEFT SIDE c-n S N OF EACH TRUSS DRAWING Z c y a O� .2 O i Q (D D 5 in N Ca fl U 0)� 'v W ( NOTE: REFER TO SIMPSON CONNECTOR N a a °' _`a ` CATALOG FOR INSTALLATION DETAILS) 2o�EU94,-0 w N = o �- A LUS24 =I-� O �-a2 o a m o.= ` H HHUS46 (� - - - _ y y B LUS26 J THA422 R___ o o aa) CO) 3o C HUS26 K MUS26 S __- w a m u`ni Cc W S'mC� �o HUS28 THJA26 � 2 � t° a�: �E° mm a)>a)c E HHUS26-2 M -- u ___ �o 2 oZ 2 a- af & c Y 3 0-2 mawl FHHUS28-2 N __ V ___ a) °� ° &3 G LUS46 FP -- X --- o E ° a) N 2 � ` 0 C" 4) = a= N y- 2 C O -r- f- E m _~ 5.2aE�F- N HBB HANGER BY BUILDER BBB BEAM BY BUILDER a) 2 o M ; W r— -a-)�¢ ` LSTA12 TC Z @ * NOTE: LSTA STRAP o CM ac) Q •o a,'� Zt LSTA12 @ TC INDICATED TO BE USED IN 00 �° 2- ' o o ._ 10-1 CONCORDANCE WITH w �' a) z o N .0 m Zb LSTA12 @ BC CORNERSET DETAIL. _ ° ^� o —a) S 0 LOADING ROOF FLOOR WIND LOAD o v o - _ w s = L N C C. N N= — a LIVE LOAD 20 0 ASCE 7-10 U C .� � a 2 o co co 00 co o:w.EE a)?so, o 5 o~ U DEAD LOAD 10 0 160 B a >' °°' .o ` c C o o �.�o�MW " LIVE LOAD 0 0 Residential - CAT li : OHO �° ° y DEAD LOAD `�`° N�' o 5 = Y m 7 0 0. m oc )3.aoz 0 TOTAL LOAD 37 0 FBC 2017 RES 2 o 2 f� Q° N o U E = Z DURATION FACTOR 1.25 1.00 - a L C O O O L 3 0 U) a3 M `� U, U� ° c di a ° a ; �" 0 02 o C c„�2 c a REV DATE BY REMARKS 0) d 3a) t= E.oc� * - --� -� --- - U a) a) Coo'0 > to L E .!.. N � ` O V w ---/--/---- - a) - � ° :E t63 0 2 = C L N to .ZT 2 c a) CO C - = .0 a O 8 w ui O N m - U to U fa = a) r y O E a a O a) 2 @ Q.0, L� � O = y c •S y O iT ^ o 2.2 a) O _ ,^ M VJ m It is understood that above APPROVED _ _ �, iu o conditions have been reviewed & .ia 'W 0 o = w are acceptable for the fabrication APPROVED AS NOTED, a) L !- to N 0,Na co cr-m'3 o at trusses, elevations, pitches, r ° w 8 .. overhangs, fascias,ceiling REVISE AND RESUBMIT a) .Lm co:N E a 60 - elevations/pitches, bearing NW U a j O O•= � � w w Q. conditions &all detail pertaining REJECTED ~ 2 .Q 88 0-5-5 C to this truss placement plan. No 3 2 �, L e_t a) a•'' a o i .o-. O 2 N o o 2� o 0 back charges will be accepted w 2 X a. :� m o r without previous written approval DATE o ° a y _ •N from an A-1 Roof Trusses CL •E 55 o a 0-S o representative. REVIEWED BY o a) m Ca T- tm `° @ : ° C o 0 8 ._- PLAN DATE ARCH: --/--/---- FSTRUCT. __/__/____ 3 _ •Lo o &a) �... U i� � . N � N .° U) •L a) a) o 2 o �= a) m m > o0ti CUSTOMER RENAR HOMES MC o a>i s 6) : �5 w N �O U) a w 'O C U U) E E °a m JOB NAME BERMUDA 1674 /LOT119 30=`�-`:0 o� = � L'' o = ` L' �ac0- 15 !-46p >,cc�a)°EOmm °rn� 0° r.zEa) — O N OPTION(S)Ui •3 N •�0 ,n N . Qo ` S=...ay .0) -E(a ..... IL1— (C-6 � O C N O N '00 _° 0 COMMUNITY o 2 y `-� o -2 0 _ /LOT# .N 0 U N DCcN O W U Q P C f- 2 CITY Q7 A o°m°o`���°'` U o 0 COUNTY C. .6 .0 Um c 0 0 W 2 Z'- m .!2 E a a O c a) 8fa-� � a ?' N - � BLDG. BLDG. O U) N ate+ fa 'MU _ >r. n _ N ¢ TYPE - # ? ° o �82����aa°w CL N@ N 72026 a a m a) o W>' o JOB # MASTER WRMSBM1674B u,.SpwdN-a o aa)) Uin0 to I- C C DRAWN SCALE mipm�'E°F-aom � w ` W E DATE 8/19/20 ui=>cN-Ewaoi 0=WC=-82CE5) MS NTS 2 Z >, � m a •US ��>o��aEoc .. ° _ Qca"=3=m U) U) Z E d a a wawieee oo oa) 12y�= H a) U � � 7 m a3w =-Oo� TRUSSES iU E c ° Y Q.0 U L?) U O _= w 3 A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 cn m C a) a) W_ 5 w E y Q http://www.altruss.com ._ 0) iT > U •- a O F- 4) E w Q b)� o N