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HomeMy WebLinkAboutPlans Digital Sealed 11.10.20/ resived plansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 46, PHASE IIA, MORNINGSIDE COMMUNITY, FT. PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES 3068 W/ SDLT. EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL15225.5 +40.0 - 40.0 PSF SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF 8068 S.G.D. SLIDING GLASS DOOR SERIES 100 MI WINDOWS AND DOORS IMPACT GLASS ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) HEAD: SPACED 6" FROM CORNERS, 16" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 16" FL22401.3 +/- 55.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 16" O.C. MAX. O WINDOW ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) 185 SH MI WINDOWS AND DOORS IMPACT GLASS ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FL17499.9 +/- 55.0 PSF (MIN) O WINDOW ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) 185 SH MI WINDOWS AND DOORS IMPACT GLASS ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FL17499.9 +/- 55.0 PSF (MIN) 0 GLASS BLOCK 8"x8"x4" THICKSET SEVES GLASS BLOCK, INC. IMPACT GLASS PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEAD FL25879.1 +/- 75.0 PSF (MIN) AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENT WINDOW ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) 185 SH MI WINDOWS AND DOORS IMPACT GLASS ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FL17499.9 +/- 55.0 PSF (MIN) O FIXED GLASS ALL ANCHORS ARE #6 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) 185 PW MI WINDOWS AND DOORS IMPACT GLASS ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FL15349.5 +/- 55.0 PSF (MIN) 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED 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. GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE TAMCO BUILDING « >> 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 ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) MATERIALS HURRICANE SHUTTERS 8 GAUGE GALV. EASTERN METAL SUPPLY ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 22270.1 PER MANUF. FANELS EEL STORM M-- «» SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART SPAN CHARTS TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITFRIA GROUND SNOW WIND DESIGN SEISMIC DESIGN a SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDSg AIR FREEZING MEAN ANNUAL SpeedI Topographic Weatheringa Frost line° Termite` LOAD (mph) effects" (NA) CATEGORY depth TEMPe REQUIRED' INDEX' TEMPI N/A See Fig. R301.2(4) N/A Negligible NIA Very 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. i. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE -_ REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SQ. FT. VENTILATION AREA REQUIRED = 1.918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8" WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5 X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SO. FT. / 144 SQ. IN. = 24.14 SO. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. 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 INDEX/PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II 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: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) DEAD LOAD: 10 PSF DEAD LOAD: 7 PSF PARTIALLY ENCLOSED 170 MPH COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. 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 Michae Digitally signed by I Michael Anderson AnderS Date: 2020.11.10 on 08:15:36 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 / tiLO w w wc) C)Co �� w � `YD Nco� w w� �g 00w Lo N In LO M r- CV O 0') W (C) CV U f- 0) m 1,,-- J --% CA J C') ct W - < Q LL C) ...�Z " _J (0 Jm0co(y ~ r ,VWW (00 ZOUQ�U ti � (0 Z ti O M a W J W H PROJECT NO. 17-015-046 DATE DRAWN 10-2-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET CVR 22'-0" 16'-0" N CONC. 6x6 - 10x10 WWF w SLAB �I r— OR FIBER MESH Q o GRADE ��## I 2- S 8" 1'-4 A DETAIL 1 2-# 8" BAR 1'-4" DETAIL 1 V w CONC. SLAB o GRADE 2—#� ;-I 12"(MIN) BAI;S BELOW 811'-4' rD DETAIL 1 CONC. 1-#5 SLAB BAR 00 4 8 G DETAIL 1 5 1 /2 , (FRAME) 6x6 - 1Ox10 WWF OR FIBER MESH CONC. 8" SLAB - VARIES 5 2- o S BADS 2,-0" C DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH CONC. 1 ,-o" SLOPE SLAB 2_##- GRADE BARBS �- 1'-4" F DETAIL 1 7 5/8 BLOCKTT cn CONC. > a SLAB M > --t j - k— ' ' �_ 2- #5 8' 1'-4° BARS J \ DETAIL - S.G.D. 1 CONC. 899 VARIES 8» SLAB N SHOWER '.- RECESS to L DETAIL i 1 I NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY CONC. A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 69'-1" AD = 59-10" BE = 68'-6" BF = 61'- 3" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-0" 1- #5 CONC. BAR SLAB �8»� w a H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR - • o 4" 4" K DETAIL 1 SHOWER CONC. RECESS SLAB AT WALL GRADE 2- fj BAS 1� , 4"t, M DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3 MIN. FTG. PER DEPTH 3" MPIN. / 3" MIN. — DETAIL _4�FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 1 CONC. !`' SLAB i7 8» /'H1-"\ DETAIL 1 CONC. SLAB 4t 8", G1 DETAIL 1 I 3" V.T.R. I � I 2„ I \ LAV 2» LAV i t 3" W.C. I 2" 3" SH WR. / 3" V.T.R'j .r I I I t 2"1 I LA� 3„ W.C. I j'L2" V.T.R. I I I I I I 2" SINK JL2" V.T.R. I I I I i 3" 2" WASHER 3" CLEAN OUT (� 3„ 3" MAIN "I TO SEWER 2" OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON Michae'igitally signed by Michael' Anderson Anders Date: 2020.11.10 o n 08:16:03 -05'00' FL. LIC. AR0017305 PLAN REIEW REVISIONS MASTER PLAN REVISION 10-2-20 � w w 6) 00 w Lo rn N o rn W Co 04 U rn� * J coQ o U) - Q LL N 04 �" LL L' _j (.o J m Q 00 N m Ww�(� ZUUQ~U co (0 Z ti O c+M d w J w H PROJECT NO. 17-015-046 DATE DRAWN 10-2-20 . DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 1.0 0 r` LO 0 0 n I I HB LO I N +6'-8" HDR. HT. C1411-1 O 00 r7 M 0 I 1 00 00 0 i U-) 0 I N 22'-0" 16'-0" 10'-6" +61-810 O B' HDR. HT. O HDR. HT. C.B. COLS.- `t I TOP + 6'-8" A.F.F. R/S - EGRESS — — — — — — — — — — — - P.C. HDR. ABV.- ■ I © 8'=0"_CLG. ----- BOT. + 6'-8" A.F.F. v 5'-8 3/4" 15'-0" 01 COVERED PATIO 8 CLG. I I I2'-0" ■ 8' CLG. R/S I TYP. _ IN \ I ©I MASTER BEDROOM ■ ■ ■ ■ v04 8' CLG. I COFFER I I I L---- -----J \ 15'-9 1/4" "� ---- 4 0 o I d- 10 M.C. to O 8' CLG. 00 0 i� 3'-5" 00 Nil in ■ B � � w +6'-8" w N HDR. HT. ■ BEDROOM #3 j� VAULTED CLG. O 0 +6'-8" I HDR. N HT. LO 0 N N I \_ N I I 15'-T 2 1 /4" GREAT kOOM CATHEDRAL CLG. I - FL.A? BARTOP- YI- I I r- 15' 8 1 /4" 7'-4 1 /2" I \ ol I I R/S 18' CL 7'-8" ® 3'-7 1/2" 0 0 7'-1 3/41, ' IET 1" IN 2'-8" VAULTED CLG. 0¢ I i� O N R/S 90 M.T. = ■ ■ \H-DR. )H ® T. O O 10 -4 " ABV. ■ 69-O" 1'-83'- E 3/4' +11'-4" CLG. HT. ■ 0 I HB BEDROOM #2 8"W. ARCH ABV. 8' CLG. SEE ELEV. of -- — iU-) +6-8„ -- -- HDR. HT. A EGRESS o ■ ■ ■ ■ �� a 00 ■ FLAT ARCH ■ 00 m Li- 0 ■ ■ 4'-4" SOFFIT ABV. V) U 1'-4" N U_ 20" 12'-4" 61 _ 4„ 38'-0" DINING ROOM VAULTED CLG. 10'-3" 11111 (D I i +6p-8'0 FLAT 5'-0" BARTOP I SINK W/ ■ DISP. 0 I d KITCHEN o VAULTED CLG. I .a Lm I SHELF I 22"x54" ■ AC �- X II ATTIC ACCESS COND ' 0 GARAGE N 8' CLG. 16'-0" 19'-4" ■ HB 0 LO ■ ■ m 00 00 d- DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ SIDE LIGHTS 64"X7"X2 6.2 S.F. 19 05 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.D. 96X80" 53.3 S.F. .65 .21 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR W/ SELF CLOSING DEVICE 4 2868 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2068 1 INT. DOOR 7 1668 1 INT. DOOR 8 4068 BIPASS 2 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 2868 POCKET 2 INT. DOOR 11 16070 OVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE I, 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62" 22.4 S.F. .62 .22 1 MUNTINS B 25 SH 361YX62" 15.5 S.F. .58 .24 4 C 4'W. X 3'-4"H. 48"X40" DEFAULT DEFAULT 1 GLASS BLOCK 13.3 S.F. D 1 /2 33 SH 25.5"X37.375" 58 .24 1 OBSC. TEMPERED 6.6 S.F. E 64"W.x36"H. 63.0"X35"X60.0"RX27" LEG EYEBROW (28" LEGS) 14.4 S.F. 49 24 1 1i5 LITE 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. 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" (V UNLESS OTHERWISE NOTED V 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN 1 /4" = 1'-0" MICHAEL C. ANDERSON Micha Digitally signed by e I Michael Anderson Anders Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD 2020.11.10 FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:16:24 (772)418-2118 O n-05'00' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 MASTER PLAN REVISION 10-2-20 ti w � �CO 00 w Q0 0) O LO LO N O 0) w (0 N UI--rnti JMQ ct� o (/j - Q LL N �" 0 J O J m Q N ti J 00 < 00 D ZUOQtiU j~ w III Cr U) U) Z O � M a w _I w F_ PROJECT NO. 17-015-046 DATE DRAWN 10-2-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 2mO ATTACH 1-1/2' X 4-1/2' P.T. BUCK TO BLOCK WITH: CONC. OR MASONRY HEAD: 1/4' X 3-3/4" TAPCONS SPACED 4' FROM CORNERS, 3' & 6' FROM MULLION. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4" FROM CORNERS, 1&94' O.C. MAX. DRYWALL BOARD CEMEN11110US FINISH DOOR TRIM �—PERIMETER CAULKING ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM HEAD: #10 X 2-1/2" PFH WOOD SCREWS SPACED 4' FROM CORNERS, 3' & 6" FROM MULLION. JAMBS 110 X 2-1/2' PFH WOOD SCREWS SPACED 4' FROM CORNERS, 18.94" O.C. MAX. HEAD/JAMB DETAIL (2X BUCK) 3/4' x 4-1/2' P.T. BUCK SET IN DOOR THRESHOLD SET IN BEAD OF CAULK AND CONC. OR MASONRY SEALANT AND SECURED W/ FASTENED TO SILL WITH 1/4" DIA. X 2-1/4' TAPCONS CASE HARD NAILS 0 12' O.C. (MAX) SPACED 3' FROM CORNERS, 3" & 6' FROM MUWON PERIMETER CAULKING FLOOR COVERING DRYWALL BOARD . oQ DOOR TRIM CEMENTITIOUS FINISH o O .o 0 PERIMETER CAULKING tjOo �° 0 600 ATTACH DOOR FRAME TO BLOC( WITH: DOOR TRIM o HEAD: 1/4' X 3-3/4' TAPCONS SPACED 4" FROM CORNERS, 3' do 6' FROM MUWON. PERIMETER CAULKING JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' j CONCRETE SLAB FROM CORNERS, 1&94' O.C. MAX. HEAD/JAMB DETAIL QX BUCK) SILL DETAIL EXT DOOR EXT DOOR 12 16 N . CEMENTITIOUS COATING ON ; LATH 00 I CEMENTITIOUS COATING _ ON BLOCK _ REAR ELEVATION 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 THRU BUCK I 3/16'x3 1/4' TAPCOI SCREWS 0 24" 0/C MAX. IN PREDRILLED HOLES BY MANUFACT PERIMETER CAULKING CEMENHHOUS FINISH HEAD DETAIL WIND❑W 1 /4" = 1'-0" ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16'x3 1/4" TAPCON SCREWS 0 24' 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER ALUMINUM FRAME SECURE FRAME TO SILL PERIMETER CAULKING WITH SILICONE CEMENTITIOUS FINISH - CAUL CONC, OR MASONRY lx3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED ;OaA.1---KING 0 Q 0 Q W/1-1/2' CASE HARDENED 0 COIL NAILS AT 12' O/C MAX PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD CAULKING JAMB DETAIL SILL DETAIL WIND❑W WIND❑W 6" SQ. RAISED BLOCKS (PROD. 3/4") W/2" SPACE BTWN.— TOP OF ARCH +10 —10 A.F.F. ENTRY TRUSS BRG._— — — -� A.F.F. jWDW. HDR. HT. 6"W. RAISED TRIM (PROJ. 3/4") +10'-4" A.F.F. �TOP BLOCK ___------q --- +8'-0" A.F.F. jI J Cfl WALL PROJECTION AT HALL BATH BEYOND CEMENT111OUS COATING ON BLOCK TOP_OF SLAB_ _ _ (REF. ELEV.) RIDGE HEIGHT +17'-10" A.F.F. � 12 I 16 CEMENTITIOUS COATING ON LATH RAD. — ® ® cD a� N, _��T " • 4"W. RAISED BAND (PROJ. RETURN BAND 24" 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) WINDOW SILL FRONT ELEVATION i i u 1 /4" = 1'-0" 12 16 CEMENTITIOUS COATING ON BLOCKEl. STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY TOP OF BLK. Ix P.T. BUCK SET IN SEALANT AND NAILED +8'-0" A.F.F. W/1-1/2" CASE HARDENED J 00 COIL NAILS AT 24' 0/C. , • 0°0 MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4" (MIN) TAPCONS AT 24 0/C. MAX IN PREDRILLED HOLES TOP OF SLAB BY MANUFACTURER +0'-0" A.F.F. (REF. ELEV.) JAMB/HEAD DETAIL (SGD) 12 61 RIGHT SIDE ELEVATION 1 /4" = 1'-0" DOOR FRAME FASTEN TO SILL W/ 16 x 1' SCREWS oo ® 2'-0" 0/C F- FLOOR COVERING O '° �00° b.. GROUT BED CONCRETE SLAB SILL DETAIL (SGD) 1'-2 7/8" rn CV I — TOP _OF_BLK. ,L +8'-0" A.F.F. — — TOP 7' SLAB +0'-0A.F.F. (REF. ELEV.) U 8" a O d- Th I I 1'-2 7 9'-4" OVERHANG SEPARATIONS 1 /4" = 1'-0" TOP OF BLK. --------------------------------------------------------- -- +8'-0" A.F.F. CEMENTITIOUS COATING - ~ ON BLOCK C0 I �o ---------------------------- TOP OF SLAB — — — — — — — — — — — — — — — — — — — — — — — — — — +0'-0" A.F.F. (REF. ELEV.) LEFT SIDE ELEVATION 1/491 = 1$_O» NOTES: 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED _TOP OF BLK. +8'-0" A.F.F. ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COURT HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1 /4" NAIL SOFFIT DETAIL ATTACHMENT PER MFRS. RECOMMENDATIONS L 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS LJ p-1 "1 `ATTACHMENT PER MFRS. SEE PL N RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS - CONTINUOUS VENTED SOFFIT N.T.S. 1. WALL FENESTRATION PER FBCR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON ;SHEET A6.2). MICHAEL C. ANDERSON Micha Digitally signed by Michael elAnderson Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD Anders FL. LIC. AR0017305 2020. 0 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 Q$; 6:38 (772)418-2118 on PLANS DESIGNED TO MEET THE REQUIREMENTS OF-05'00' THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 CO woo C o co �� � � W� Q�Q4 00 W CIO C) Q" Q) LO LO T_ N C) m T_ (9 LLJ (0 ti U_rnr, m - CY) Q o G) 00_ _Q N �Z J C) O " _1m000 J w040 mwcoC') ZOQ hU ti to Z LO 04 O M C.L. w J w F- PROJECT NO. 17-015-046 DATE DRAWN 10-2-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A-3mO (2) HETA20 , 1'-4" OH B-3 1'-4" - OH (2) HETA20 d- I �o B-5 �� ��1 I I I I I I I 8' FL CLG.ER LG. I I (2) HETA20 -7 8' FLAT----- CLG. L—--------J I II I ( 8' FLAT CLG. I VAULTED CLG. II II VAULTED CLG. CATHEDRAL CLG. 8' FLAT CLG. Ji 8' FLAT VAULTED CLG. CLG. 8' FLAT CLG. (2)2x i 22"x54" ATTIC ACCESS 8' FLAT CLG. 2X4 016"O.C. KNEEWALL TOP -Z 11 -4 A.F.F. TRUSS GIRDER zz II71 i\ 7-- 6't 16 N\N — O.H. cV = O - 1�1_ l- 6--�, o — — 6 H. 24 o B-2 L P.C. HDR. BOT. +6'-8" AFF L2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 (2) HETA20 OH -1'-4" OH - (2) HETA20 ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1 /2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-1 Od x 1 1 /2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) FRAMING PLAN 1 /4" = 1'-0" PRECAST HEADER SCHEDULE 8-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1B/1T 950 PLF 404 PLF B-2 70" 8F8-18/1 T 1459 PLF 1272 PLF B-3 42" 8F8-1B/1T 3166 PLF 2165 PLF B-4 90" 8F8-1 B/1 T 1029 PLF 959 PLF B-5 54" 8F16-1B/1T 6039 PLF 2507 PLF B-6 70" 8F16-1 B/1 T 1459 PLF 1272 PLF B-7 112" 8F16-1 B/1 T 1818 PLF 980 PLF B-8 64" 8F16-1 B/1 T 5365 PLF 2290 PLF B-9 112" 8F16-1 B/1 T 1843 PLF 1133 PLF B-10 208" 8F16-1 B/2T 950 PLF 500 PLF 8F8-1B TYPE DESIGNATI❑N F =FILLED WITH GR❑UT / U =UNFILLED FQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY K16-1B/1T N❑MINAL WIDTH LQUANTITY OF #5 N❑MINAL HEIGHT REBAR AT TOP 8F16-iB 'A. J � v w a 0o a ` : • t, 1f'Z-' ) _ 0 z #5 REBAR AT TOP ---MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. GROUT �'�o I �j�--j— #5 REBAR AT BOTTOM — I OF LINTEL CAVITY 7-5/8'ACTUA 8' NOMINAL WIDTH FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1 /2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4- MIN. EMBED. 0 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON Mich a e °igitally signed by I Michael Anderson Anders Date: 2020.1 1.10 on 08:16:55 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 1O LO rn N O 0') W N UI=rn� U J M Q o Z (/j -Q W N C WJ C)Cfl Jm0�N ti u W mW(D(D 2 0< �Lu U) Z ti O M fl W J W H PROJECT NO. 17-015-046 DATE DRAWN 10-2-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 4mO ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 4.7 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISP❑SAL 1.5 kVA DRYER 5.0 kVA _LT ------------- SUBT❑TAL 32.2 kVA FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 8.9 kVA TOTAL OF OTHER LOAD 18.9 kVA 10 kVA OF AC AT 40% 4.00 kVA — — — I PREWIRE I \ I ( TOTAL 22.9 kVA I 22,900 VA DIVIDED BY 240 V 95.4 A GWP FI I POOL SUB PANEL 30.0 A 1 TOTAL 125.4 A �\ I USE 150 AMP SERVICE L------ --J S.D. $ 0 EXH. FAN PREWIRE FLOOD LIGHT mvA NINE S.D O• C rem[ I mo S.D O Ll C.M D. S.D. \ I \ I PREWIRE t I CAT5 I �I �I i t I C t GFI ,I TO FLOOD LIGHTS GFI SINK Wy / GFI )ISP. � 1 W. L.T. 7GFI % WH DISC. 10- I i 22"x54„ x ATTIC ACCESS t — — — W/ PULL CHAIN LIGHT ABV. GFI GARAGE DOOR ELEC. I OPENER PREWIRE PANEL I , I I I I I I I I COACH LTS.— PREWIRE 5u OUTLET FOR MICROWAVE COND METER COACH LTS. - PREWIRE FLOOD LIGHT 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 150 M.C.B. 2" RIGID O.H. SERVICE F.P.L. NO. 4 CU. WIRE TO UFER GRND. 0 METER SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 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. NOTE: PROVIDE TILE FLOOR THROUGHOUT HOME. r I-- \ �'WA ELECTRICAL PLAN 1 /4" = 1'-0" LEGEND -- SURFACE MTD. CEILING FIXTURE 4- PENDANT FIXTURE kQ 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) �O• WALL MTD. SMOKE DETECTOR O 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 CE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET .I❑ 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. �— RHEOSTAT SWITCH @ 42' A.F.F. TP U TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION L0 ELECTRICAL DISCONNECT aCA,M CAT6 OUTLET MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON licha Digitally signed by I Michael Anderson ,nders Date: 2020.11.10 n 08:18:34 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 LO LO N O CD W (0 tV q 0.) J (f) M Q o = C6 - Q LL ap N uj �Z 0JC) (0 u J_m0°ON � J � Z LL N U W F- � (D ¢ U Z OU �� LLJ Z O � c'M a W J W F- PROJECT NO. 17-015-046 DATE DRAWN 10-2-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 5mO v 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 NOTE: 1 x4 P.T.- SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK - MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2" DRYWALL ON 1 x2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - 4" 2500 PSI CONC. SLAB W/ WD. BASE - FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 PRE-ENGINEERED \ ROOF TRUSS L u CONCRETE "U" BLOCK TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) je HURR. STRAP @ EACH TRUSS REFER TO CONNECTOR SCHED. / TYO.H. PER ROOF OF PLAN,_ ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT --- a WDW. HDR. HT. T PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS ,..-CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) .0'-0" _ TOP OF SLAB FINAL GRADE �-STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. �--CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS ® 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS 0 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ ro, (2)-10d NAILS `ALUM. NAILS 0.12 DIA. :E P�LN SHANK 3/8" DIA HEAD 1-1/2" LONG 0 6" O.C. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT #V-144 N.T.S. II II II I II I I I I I I I I I U I I I I I I I I L------ EXTERIOR FRAME WALL TO LINTEL 2x4 STUDS ® SPACING PER PLANS VERTI W/ 1 CONC. BLOCK (2)2x4 P. CAL FILLED CELL -#5 BAR (2) 16d WALL 0 12" O.C. T. W/1/2" DIA. COUNTERSUNK BOLTS ® 24" O.C. VERT 2 1 /4" MIN EMBEDMENT WITH 2" SQUARE X 1/8" THICK H RRICANE WASHER n r -r n 11 n =r- TOP OF SLAB CONC. BLOCK WALL CONNECTION REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOL (8" LONG) W/ WASHER AT 32" O.C. MAX. -.. JAMB DETAIL 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF NAILS AT 12" O.C. HDR. TO CLG. LINE EQUAL EQUAL 2x6 P.T. �t 1 /2'" DIA L-BOLT 2x6 IN(8" LONG) W/ 2" P.T. WASHER AT � 32" O.C. MAX. GARAGE DOOR OPENING • N ELEVATION GARAGE DOOR DETAIL (2) 10d 0 6" O.C. 3 1 /4" 900 CORNER GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W, SAWCUT APPR OPENING IN W, 25" MIN. LAP STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FBCR 2017 (6TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. fm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE .. MIN. HOLE DEPTH 5/8'# 711 �/8" 6» 7/8" 1 1 /8" 8" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. .w 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 �o ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS ,SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1 /8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BIE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE 20 I d y� O O I O ROOF I A ( EDGE 2 I 01 1 2 RIDGE 1 0 � 2 2 O ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. 10 O ZONE 2-USE 8d RING SHANK NAILS OZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW 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 lichae Digitally signed by Michael Anderson n d e rs Date: 2020.1 1.10 n 08:18:48 -05'00' FL. LIC. AR0017305 /rPLAN REVIEW REVISIONS /MASTER PLAN REVISION 10-2-20 LO LO rn N o rn m ;=4 W N UH-m~ �0 (n J � o) ti - ��QLLN o��o� " ~co J CO Q N LL m< M0 z0< ti wLO(0z O � CO d W _! W H PROJECT NO. 17-015-046 DATE DRAWN 10-2-20 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET , SHEET Ak . 1 dzr INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL: 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 " 3 0x1/4 STEEL PIPE J" TAPCON TYP.4 ix5xj" WELDED LANGE BOLLARD DETAIL (4) 10d NAILS 12 ° 0 6 PROVIDE 2X4 BLKG ® 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 2'-0" 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 7/16" OSB OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S © 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS _TOP OF BLOCK PER PLAN � 2X FASCIA W/ DRIP EDGE 2X4'S @ 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON HUS24 © EACH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL ZZ Z Ir=� _ ___ -- �Q z ,�-� I I #5 BAR DOWEL TOP OF LOWER a = W I W/ STD. 90' HOOK BLOCK WALL CONC. BLOCK WALL #5 BAR DOWEL I II VERTICAL FILLED W/ STD. 90' HOOK iI CELL W/ 1—#5 BAR I I I I BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.Ci- - MAX. — TOE —NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF 2x4 VERT. STUDS SHEATHING ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) .� SIMPSON STRONG —TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 PRE—ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: 1. HURRICANE CONNECTORS REQ'D SEE NOTE #4 AT 8'-0" O.C. " ROOF 2. PROVIDE "H2.5" OR LSTA18 SHEATHING AT EACH RAFTER END 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES_ AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" t O.S.B. SHEATHING OVER WOOD TRUSSES STUCCO 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 c0 EXPANSH STRIP & ® JAMB HEAD LO (ONLY) PECIFICATIONS GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4- TO 3/8" (TYPICAL) PANEL ANCHORS 8"X8"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR CII 1 I (1rAT1r)K1 REINFORCEMENT: LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT —WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE 1" 1'-0" 1'-0" 1" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON Micha Digitally signed by Michael el Anderson Ander Date: 2020.11.10 son 08:19:12 -05'00' FL. LIC. AR0017305 ■ m PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 w cr) v1 � n' W co 00w W \ LO 0 LO LO T_ rn N o W 0 N UF- rnti wN _ v— X o a W 00 _0 O N_ LL (J 4 J m 0 N ) C L'J Z) Z LL r' 04 �w��C� z0< ti 'j VJ Z o M 0- W .J W F- 7 nnrl ICr+T SHEET A 6ml CORNER FLASHING TAPE CORNER -� FLASHING TAPE FLASHING TAPE SIDE - FLASHI TAPE FIN CORNER SIDE FLASH TAPE WINDOW TOP NAILING WINDOW B( SILL FLA SILI 1. CUT THE WATER RESITIVE BARRIER (1C) IWATER RESISTIVE BARRIERI I V. __ T1ST CUT * I 1 I I TH CUT, ! 3RD I I MAKE A 6" CUT UP I I I FROM EACH TOP i CUTI CORNER AT A 450 I I I ANGLE TO ALLOW THE WATER BARRIER TO jYp I I BE LAPPED OVER THE I I I I FIN AT THE HEAD OF I I •�2ND, I I THE WINDOW. I V - CUT - 1 1 1 L---------------I 2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. - NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (h" FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. I Ex�RIpR ` 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 BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 SHOWN. r� I 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) I EXTERIOR I I I I I I I I I I I 1 I I I O I I I I I I I I I I I I I L- I 1411 I It I I I 5 I ROOF SHEATHING 2x4 BLKG. ® 48" O.C. — ALUMINUM DRIP EDGE AND FASCIA �T (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN TOE NAIL (2) 16d EACH SIDE 2x4 BLKG. ® 48" O.C. PRE-ENG. TRUSSES ® 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0" O.C. (MAX.) ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP ® EACH TRUSS PER FRMG. PLAN — 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIP ROOF Y-Y 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE TOE NAIL (2) 16d EACH SIDE PLYWD. DECKING 2x4 TRUSS TOP CHORD 2x4 BLKG. @ 48' D.C. BLKG. @ 48' ❑Z. - - PRE-ENG. TRUSSES Lit AT 24' D.C. / / (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2x4 45° CROSS BRACING / SHEATHING ❑.C. / GABLE END TRUSS TRUSSFASTEN WITH W /(2)162)16d NAILS AT EA. / / 8d NAILS AT 6' D.C. TRUSS WEB MEMBER / / i GABLE END TRUSS / / NOTE: / )K HOLD FACE OF GABLE END 2x4 TRUSS BOTTOM \ TRUSS IN 3/4' BEYOND BLK. CHORD BLKG. AT \ \ FOR CEMENTITI❑US FINISH REFER TO \ \ FRMG. PLAN \ \ )K HOLD FACE ❑F GABLE END \ \ TRUSS OUT 1/4' BEYOND BLK. \ \ FOR SIDING FINISH \ \ (2) 16d \ SIMPS❑N HETA20 AT EACH TRUSS COMMONS TOE \ \ VERT WEB MEMBER C24' D.C. MAX) NAILED EA. SIDE — \ 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE EXPANSI❑N J❑INT AT CEMENTITI❑US FINISH 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. 2x6 P.T,. PLATE VERT. #5 BAR AT EA, REINF. CONT. W/ 5/8' DIA. FILLED CELL PER FDN. PLAN ANCH❑R BOLTS ' @ 32' D.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' O.C. GABLE END SECTION X-X SCALE NTS MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON lichae Digitally signed by Michael Anderson ndersDate: 2020.11.10 n 08:19:26 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 6­1 LO CYD v1 � n' 00 W LO LO CIO 0) Q) LO T_ r- N o rn t� W CV U F- I�2 J U)M ° Z U) -Q LL N J Of O J m 0 N ti co < 0") w W H- co 0 z0< ul (0 Z O � (`M a. W _I w H- SHEET A 6m2 OPEN TO FAMILY RM. BEYOND mw mnVm 0 KITCHEN NOTES.- 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE,,,. -- TO CEILING HT. 4, SHOWER HEADS AT 6'-8" A.F.F. 4" E FILLER O _ zn r� O FILLER ,— WALL MTD. LT. W.C. FILLER BATH 30" _ RAD. Q OPEN co II TO I O HALL Co n O I— HALL ARCH 2 RNG KIT. AT RNG. Q co I CER. TI LE I= •wmRq1 (-,INIv Now ON ATL KIT. AT SINK /DW WALL MTD. LT. MIRROR M.C. M.C. FILLER FI L L E R LAV LAV 0 0 0 0 VB 42_ VB 42 O a- re) j 0 M. BATH VANITY SOAP DISH 00 ECESS n CENTER ON WAL TYP. SOAP DISH RECESS LOCATION ry WOOD TRIM 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE BARTOP DETAIL, 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL 1 KITCHEN BASE CABINET BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON lichae Digitally signed by Michael Anderson ndersDate: 2020.11.10 n 08:19:41 -05'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-2-20 w � �CY) 6 co � o O � Lo Q m . C~ � O N LO LO N o U � (.0� v, J 5 d� ti LL 00 w 0 J �z " _j m 0 °O N ~ J mw�co(9 QUOQIU U) (0 Z O ti = M d w J w I' PROJECT NO. 17-015-046 DATE DRAWN 10-2-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 7mO I I - 6X6' EXH FAN 8X8 16Xl 6 R/A 12" IOX10- R/A 4" 4 EXH -""i FAN 2X-12 OX6 R/A 9 rr Mc- M chael • A -r deson • D te: n e -rsf m -A CHITECT OF RECORD ICHAEL C. ANDERSON, R FL.'LIC. AR0017305. 2 20.11.10 109 O.-SW PROVINCETOWN _T. LANE; PORT S LU-CIE, FL 34953 0&1 9:55 (772)418 211*8.- of PLANS DESIGNED, TO MEET)4-: RE6UIREMENTS OF A 51001, ."THE ''2017'FLORIDA BUILDING C0DE--;4ZF-!§ltJENllAl, (rivm rnitinmNf J' Al A( A( A( A( A( A( al 14 AC 'i AC AC Al Al Al Al 38' 22' co LO ti ti ti ti ti ti V> 16' a a (L a a q- aCn a 13 771 o y I I y 15 , 1 N I• )2 )3 N 8" RZ;ES�S `l :1V 1(g(( _ 13'2"12 `V I';;; N 15 N I • I IV 117 , i6 17 .1Z all ell 18 I 18 8' FLAT CLG 9 3/12 VAULTE ,16LG' 9 ' 3/12 VAULTED CLG CV ' ,N f, 9 0 , 8' FLAT CLG 0 1AH1 I ON FLOOR 1 I ;,,� ,70f1 N 2 FRAMED BOX OUT BY BUILDER I I RAMED BO UT BY BUILDER N 3 3 ------------- N F,-----------ATTIC ACCESS l A� 1 1'9"10 8' FLAT CLG N E03 � --- , c--------------------------------- - N 3 2 11'-4 LG N 8 N c.l O E02 r O � N c� 1 E02 8 8 N O > N O � M N O § c� E 2 O ; N E 2 J5B J E 1 J3A J, J1 70J O r n M Q co t` ti r— W Ln —n - "i -n -n r 03 03 02 01 i co LO ti ti ti ti U7 M 1214" 8' 6'4" 1914" -' FRAMED BOX OUT BY BUILDER Typical Cornerset Specifications Attach KiAttach C Attach End Jacks .0.131 "0 ToeNails eNails @ TC TC 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 1-1/2" at each end of BC (typ.) ' o 7/p. Corner Jack Placement— 1' 10-15/16" 2'0" 2'0" 11-1 /16" BRG@8' BRG @ 11'4" 3112 VAULTED CLG 8" RECESS 11-411 12 No. 88 Tl< 4F ���11JfIEi1#tttit� * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. 0 9 (UNLESS NOTED OTHERWISE) _ N _ " E cq>> * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE) v) a) a) F- 0 0 o 0 auiE° coi * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW m ° FL- o s .0 0 CO C TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING c (D w t ''0 = ~ DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL n 8i0L � ; a 0 0 STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 23 r 40 8 o o0 5 INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR a 5 E .2 y o GRAVITYAND UPLIFT LOADS. `a r- 2 CO o r � •D � N Q (-° Y- FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 a L 0 "- 0 ,L ` 0 0 a m AND/OR ENGINEER OF RECORD. ra a32w L � °o L - a L m cc o. E REPRESENTS THE LEFT SIDE Cod a:g E.2 0 OF EACH TRUSS DRAWING �, w � 0 � .s L Cr ¢ ° E a 2 E =_ as m-° f0_nm av� �y'vW ( NOTE: REFER TO SIMPSON CONNECTOR o W w ° m a L E— CATALOG FOR INSTALLATION DETAILS) - � L ° co = � o°cuO=aimm❑ A LUS24 H HHUS46 Q--- = ro y w E ��a B LUS26 J THA422 R___ o o g E .0 'ID y 3� co —❑ •O U L O= N y � m = C HUS26 K MUS26 S - - - / m @ @ O lM r HUS28 L THJA26 T--- y , 2 E HHUS26-2 M --- U ___ w �o���oa-- In 20 F HHUS28-2 jv - - - U _ _ _ °� y ° ❑ w cn m c w E X'- o (60 J 00 G LUS46 P--- X--- = CD O 2 2 HBB HANGER BY BUILDER BBB BEAM BY BUILDER o N >,�Cn to _ = r O L .�°-�a� 20) _ � a Z LSTA12 @ TC & BC * NOTE: LSTA STRAP - N 0 "� _ � '`° ) � ° o 0 r' a' 2E INDICATED TO BE USED IN mm ar- E @ = m Q) 15 0 0 Zt LSTA12 @ TC CONCORDANCE WITH Zbj LSTA12 @ BC coo CORNERSET DETAIL. o -0 °moo = yr ? 0 2 Y 8 LOADING ROOF FLOOR WIND LOAD 4i = 00_ y N a o a LIVE LOAD 20 - ASCE 7-10 �' a o° s o 0 00 ❑ L `�- rnow o � ~ V DEAD LOAD 10 - 160 B � 3 � � � " = a te 0 �.5 c y o o••cn °o �cn'rn>,.�o3rn� �° ID w n @ ' r-r Q > 20 ow LIVE LOAD 0 - Residential - CAT 11 O L� �� N �, a Lw 0 s UDEAD LOAD 7 - Closed o° 3 w a) U a) E'a) 3�. oz rn r ❑ ' ca a) TOTAL LOAD 37 - FBC 2017 RES 0 o � o o 8 2,v z° DURATION FACTOR 1.25 - TP1 2014 co O (a O N Cn — _ :-. 0 _ cn a REV DATE BY REMARKS oE�cnE°=2 O a) N S U? O tq w 4 L L' oT U a3 O 3 3 rn (n 0=�ca)cAaco O :s 0 0' _ S `p U a) _ @ :E ° 4= a) :E; a) E o .5 - --/--/---- - — a ❑ n (D ° 0 ate) cn a) C rr ° 2 = - -44---- - O Q > U L 0 M ❑ COOO _ :n — E L ~ a) Ui .'y a) fA •= I- rn�-. O m -.6 _ _.�— _ o�oa)o�;� ,saia=imyaoi 'M o�� � tau) m _ = 3 (D y >,O >, �'a) L y It is understood that above APPROVED ❑ conditions have been reviewed & M ❑O L 0 •5)= w y 2 0)(o 'Coy r are acceptable for the fabrication ❑ APPROVED AS NOTED 3 at trusses, elevations, pitches, °' w 0' _ .2E overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT _ o y 0 F elevations/pitches, bearing y W o o a 0 L m � - _ E Ma conditions &all detail pertaining ❑ REJECTED ~ r y fl. 8 0 s o SO a) - L to this truss placement plan. No 2 � L = v y o "- a)_ back charges will be accepted (n in L fn ❑ ❑ o2 W F- or) O without previous written approval DATE p o �, N S _ = N 0` N from an A-1 Roof Trusses a 6-a 0- E L = ,ca :s p U (0 v •y 0 c 0 representative. REVIEWED BY O- O L m o.1 co,•= o 0 _ ° 0 ❑ o PLAN DATE ARCH:--/--/----TSTRUCT:--/--/---- _ _ ° L 0 III O a) a) a) a) C) 0�'�3-0 r LO CUSTOMER RENAR HOMES 0 (0 '(D > U ti 0 v c o •5 M a o) = L (a co @ m _� E a m E = U cn ' (O U 2 t a JOB NAME CAYMEN 1560 ELEV B1 /LOT 46 N = � = o o �'° y= co o❑ 0 C, t5-oo w o = 2 �° U 3z Em � L 4) _ .Q = rn N— Q) L P 6 OPTIONS) COVERED LANAI N o s c r m E U o) .2 r- '-' _ i5 cm i = s- L (6 W O M m= 0. (p o m o o _° 0 3 c a) t •N COMMUNITY MORNINGSIDE r-y rn �z /LOT# y8OOM0:0�t602 o�42@cn•ELOcn U fl A r-H 2CITY .O o°@°cLn r— a a) O a5 � a) 4) COUNTY a 5 a) a) E S m BLDG. BLDG. .00 o t c n= 3 o a M r- •`-�9 v a o TYPE - # _ C 0=gym=°❑ o�� 9 O Ls 3 = a) N a) +-' r s-ar, � `4 ' JOB# 82616 MASTER ARMSCM1560B1L oCr U o o F OOm; 0��0 ~ � " `° 0 ° (E 0 DRAWN SCALE DATE 7/13/20 w=>,=�'�Ey�a, 0 � � � > a) MS NTS > o zT�M Z -0C•iva) ,wMrr`.e 24) i7 'O N .0 f9 a) :2 ❑ 40 N 3• 0 zE = A-1 ROOF �" �.ISSES W 0°aN���o 0= 0 a) o D o Y J A FLORIDA CORPORATION ) a) a) •a�Oc 772-409-1010 / Fax 772-409-1015 � - E � w oPh http://www.a1truss.com r w 0 0 C 0 y