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HomeMy WebLinkAboutBuilding PlanPRODUCT 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) STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX - 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR 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, IT' O.C. MAX. FL15332.6 +/- 40.0 PSF (MIN) WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) O FIXED MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS ARE #10 WOOD �ANCHORS:( GLASS FIXED 185 = MI WINDOWS AND DOORS 1 /8" ANNEALED N. ANCHORS: 3" FROM CORNERS, 3 AT SILL. WOOD FIROM FL15349.9 +/- 55.0 PSF (MIN) CORNERS, 16" O.C. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, SH 185 - -, MI WINDOWS AND DOORS 1 /8" ANNEALED HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS FL17499.2 . 60 - PSF (MIN) +/( ) 0 FIXED GLASS MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS ARE #10 WOOD SCREW FIXED 185 MI WINDOWS AND DOORS 1 /8" ANNEALED BE NRYYAANCHORS: 3" FROM CORNERS, 3 AT SILL WOOD (( -3 3" FROM EMBEDMENT). FL7 5349.9 +/- 55.0 PSF (MIN) ERS 16" O.C. 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 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. a 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 MATERIALS « >> +/- 70.0 PSF (MIN) HURRICANE SHUTTERS 20 GAUGE GALV.- EASTERN METAL SUPPLY STEEL STORM «>> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 22270.1 - PER MANUF. PANELS - SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART _ " `"SPAN CHARTS TABLE R301.2(1) CLIMATIC AND GFOGRAPHIC DFRIIIN CRrrFRIA GROUND SNOW WIND DESIGN SEISMIC DESIGN I SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS° AIR FREEZING MEAN ANNUAL Speed Topographic Weath�nga Frost lineb Termite° LOAD (mph) efedsk (NA) CATEGORY depth TEMPO REQUIRED^ INDEX' TEMPI_ N/A See Fig. R301.2(4) N/A Negligible N/A very N/A N/A N/A Heavy For St 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. n 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 jurisdictions 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. 1. 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 SO. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT 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 NARROVy'l,'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 SQ. IN. = 22.47 SQ. 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 and approved it. Name: __( L�lGt,e vin Signature• Certification Number: 0-17 :928�' Date: 2/ 0 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 FRAME BUILDING DESIGN: ENCLOSED X OPEN ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 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 (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 PROMNCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 ti O CY) C °D 00 6 O LO LO rn o rn W co N UF-5 -n 0) w _j 65 M 00 w reo0 N 04 Z oJ�OCo " _Jm000N J Cj ofLLI�cflU QUggC,4 Z 0:< LU IR Z LOVJ CV) 11- LU J LU PROJECT NO. 17-015-118 DATE DRAWN 6-15-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET CVR 3" V.T.R. IIL .-I I I 3» 1 i 2" W.C. I i LAV I 2" 1 LAV I 2" TU B r 2„ I 2�� 1 LOOP SINK i,% JAI 3" V.T.R. JIII 3" V.T.R. I Il I I I r. I r. 2" WASH I I I I 3" I I W.C. I I I 2" " TUB 2 LAV TO SEWER OR SEPTIC TANK SCHEMATIC PLUMBING RISER I d- I 13'-0" 25'-0" 36"X36"X16" DEEP CONC. FTG. W/ 3-#5 E.W. 2'-0" 3'-10" 4'-0" 4'-2" S-10" 7'-2" A -, E I I B I 1 1 �w I G o I _ I n o 00 IN,SLAB RECESS 3 1 /2 FOR SH WR. -o„ $,-O„ I 00I 3' 8 1 /8" 3'_0" 3' 9 1 /8" 7' 5 5/8" o N (�---- — 1 2 11 0 0 I I J RECESS Lo 1 SLAB FOR � I L t I HB I S.G.D. Lo 1 C I I I L V qAV I SH WR. 0 IF TUB/ I Lo 0, — 0„ 1 _ SH WR. I I I I I 4" 2500 PSI CONC. SLAB W/ 1 ■ I REFERENCE N31 1100 WMMFIBERMESA, AD/ON WITH MINN1" COVER ON 610 I ■ — I FINISH FLOOR I I TERMITE EATED COMPAVAPOR CTED ER R II CLEAN FILL. Lo i 00 I I I ■ I2� 19'-4 3/8" 8'- 10 3/4" 1 I ■— SINK I I INDICATES C.M.U. CELL FILLED I W/ CONCRETE AND (1) #5 VERT. I DISP. I I REBAR CONT. FROM FOOTING I I I I TO TIE ESAM (TYPICAL) i I ❑ II � I I 19'-2 3/8" ■ 1 II II I — I DW II II 0 - I H A i rl — I A I I 1 _ _---_____- !�- CHASE FOR ELECTRIC ( -0'_4" WH TO ISLAND ao I CHASE 1 ■- 1 19'-4 -3/8" 1 I I I POO I B I � I I 1 I Lo ■I -- — -- I r � I I I■. I °' w I I I o I■- 1 I `� D ■ J ■ _ I SLOPE DOWN 1" I ♦ \ A / ♦ I F AT GAR. DOOR D \ 1 / Locq I 1 6x6 - 1Ox10 WWF CONC. 6x6 - 1Ox10 WWF w OR FIBER MESH SLAB OR FIBER MESH Q CONC. 8" -s- > SLAB VARIES lt- --- o GRADE _�# I 2-#5 BADS BADS g" BARS LII LI- 8" 1'-4 '-4" 2 A DETAIL g DETAIL C DETAIL 1 1 1 x 6x6 - 10x10 WWF CONC. w OR FIBER MESH SLAB > d CONC. 1+_0" SLOPE SLAB o GRADE -#-- - GRADE 2-# _ 112"(MIN) 2- BARS BELOW BA�S - `- 8"1'-4' D DETAIL F DETAIL 1 1 'o N CONC. w SLAB Q co 8" H1 DETAIL 1 CONC. SLAB �oo 4" 8" COND G1 DETAIL 1 42" X 42" A/C PAD HB O P I in 00 G Lo C 1 i. ' S 3'-5" 4'-10" 3'-5" 6'-4" 20'-0" 38'-0" DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71-0" BD = 687-2" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH CONC. 1- #5 SLAB rB_4AR 00 4 1-48 G DETAIL 1 � 5 1 2" FRAME 7 5/8" (BLOCK w CONC. SLAB ,ter > 2- #5 8' 1'-4" BARS J DETAIL - S.G.D. 1 1- #5 CONC. BAR SLAB -7 r V) 8" � / H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR 0 * 4�_ 1 1 Lit .41 1'-4" 4" 4" K DETAIL 1 CONC. 8" VARIES 8" iv SHOWER SLAB CONC. \ RECESS ---- SLAB AT WALL --- ---- _____ GRADE N SHOWER of RECESS 2-# _ r� BADS 41' L DETAIL M DETAIL 1 1 FOUNDATION PLAN PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN , 3» M — DETAIL — —C FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 1 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 �r _ FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 cy) C� 00 00 � o� E O Lo Lo o co W m N ~ 0)~ W J V5A� co w Z Q Q Q N w> Q 0 N tO LL h zu- �o �w1=c°o0 ZSQ�U of U)0) Lu Z O M W _1 W I - PROJECT NO. 17-015-118 DATE DRAWN 6-15-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A lm0 KIT. AT DINING RM. NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1 /2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION RNG REF KIT. AT RNG./REF. OPEN TO BEYOND ^ SINK w DW KIT. AT ISLAND WALL MTD. LT 0f z a ih < o J V636 VB36 SHWR. Lt FILLER M. BATH VANITY —WALL MTD. LT. TILE CER; I d- d- Lh O O F- 0 F_ za i� § O � F W.C. TUB FILLER BATH 2 io INTERIOR ELEV. NOTES: "' 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING. 4. SHOWER HEADS AT 6'-8" A.F.F. 0 in HB O 8'-0" HDR. HT. TOP OF BLOCK +9'-4" A.F.F.- VENT MICROWAVE THRU WALL 2'- 4„ -4" TOP OF BLOCK TOP OF BLO 12'-0" 25'-0" +9'-4" A.F.F. CK +8'-0" A.F.F. O O 6'-8" 6'-8" HDR. HT. HDR. HT. — — — — — — — — — — ■ EGRESS EGRESS R/S 8'-0" CLG. 2'-0"r-----9'-o"CLG-- -----1 `_ r 8'-°" CLG. I TYP. 18'-8 3/4" I ® 10 5'-0 AlM. LAN I z M BR. � I 8'-0" CLG. ■ I COFFER CLG. I S ■ I C-4 I R/S 3'-0" 8'-0" I 3'-2 1 /2" 7'- 3 4" T-4 11 2" I 5'-0" / i � O 5'-0„ i co 8'-0" CLG. I o 04 co 5 SH 9'-4" CLG. 8'-0" CLG.. I R/S ■ r R/S — 10'—4" CLG. — — — — TEMP. GL. O / 0) I XHEA ENCL. ON 42" 15" 15" I , „ ( VERVER H. WALL ` MIN. MIN 17 - 8 1 /2 O w M I I OcV I N �' ■ 2'-0"I 11 FAMILY RM. M 3 -1" ® TYP. P0 COFFER CLG. I 6'- 3 1 /2" 12'-5 1/ In 04 D in z 00 42" H. WALL 6'-8" I po I rN m HDR. HT. I 00-u-) z rI \ ■ EGRESS I ( r :2 Q,-°„ r CLG. BRM I I .3 6 8' -0" CLG. I I O 00 4'- 1 /8" r2'-5 1 /2" 0 © 9'-11 1 /2" Lo \ I I r r I ( 8'-0" CLG. ■ o SINK 1 1 I 6'-9 3/8" o flo W/ II I DISP. 2X6 DRYER WALL VTR 50 0 a i i 00 O� 5 1 /2 6' 1 1 /2" �n 12'-5 1 /4" po I BR.2 -04 ■ O N DW ; ; I 11 W 8'-0" CLG. 2' 0" \ 8'-0" CLG. 0 IJ I \ O M O It I r � 5 °' 0 6'-8" KITCHEN I , 2' So" r HDR. HT. COFFER CEILING rl O ■ EGRESS N 9'-4" CLG. COND 2'-0" 6'-0" r 9'-8 1 /2" 19'-0 1 /4" 17- 42 H. 1 /2 I . I C I WALL I I FOYER I I 10'- 4" CLG. _ 0 I I I 1 GARAGE I O 8 0 CLG,. 2 -0"0 DINING TYP. I nI COFFER CLG. I ■ i r ■ i I w D ABV. 8-5 \ , " — — L- 16"0 FOAM HB 10 -4 CLG/ 11'-0" COLUMN W/ — CLG. HT. TOP OF BLOCK 0 PER DETAIL in 18"W I 9'-4" CLG. I ARCH 10 `n A q ") SOFFIT ■ ■ ■ ■ A B - 8'-8" " HDR. HT. B HDR. HT. TOP OF BLOCK TOP OF BLOCK 8'-8" + '-4" A.F. +8'— " A.F.F. HDR. HT. 10-8"[ 3'-0" 1' 8" 2'-0" 3'-5"_ L 4'-10" L 3'-5" I. 6'-4" 38'-O" 16'-0" 20'-0" am 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 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 25 SH 36"X62" 15.5 S.F. '49 .24 3 MU N TI N S MULL TO "B" B 38" W. HALF RND. ARCH TOP 38.0"R 3.9 S.F. ' 47 24 3 5 LITE MULL TO "A" C 35 SH 52.125"X62" 22.4 S.F. 55 .22 1 D 25 SH 36"X62" 15.5 S. F. 49 .24 5 E 36" W. HALF RND. ARCH TOP 18.0"R 3.5 S.F. .47 .24 1 J 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. TOP OF BLOCK +9'-4" A.F.F. CV PROVIDE 5/8" DIA. TAPCONS SPACED 6" O.C. FOR P.T. 2X4 TO BLOCK WALL CONNECTIONS LIVING RM. CONC. BLOCK WALL (2)2x8 BEAM W/ TOP OF ARCH 2x4 TOP PLATE ACROSS ENTRY::::� /+8'-9" A.F.F. TOP OF ENTRY TRUSS BRG. HT. +11 -0 A.F.F. KNEE WALL ABV. BLK. WALL W/ 1 /2" DIA. EXP. 0I o ANCHOR W/ 6" MIN. XT20" `�EMBEDMENTD. TOP OF BLOCK 1'-6"3-4" 1'-6" 0 +8'-0" A.F.F. I NOTE: PROVIDE SIMPSON "SPH4" 2x4 BLKG. BTWN. AT TOP OF KNEEWALLS AND . FACES OF SOFFIT "LSTA24" FROM FACE OF HEADER 16"W. SOFFIT TO VERTICAL FRAMING AND SIDE WALL GARAGE CONC. BOX OUT BLOCK WALL 12"0 RND. FOAM COLUMN ENTRY ARCH SOFFIT DETAIL SOFFIT AND BOX OUT TO USE 2x4 BLOCKING WITH FLOOR 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 MASTER PLAN REVISION 11-7-18 Lo Lo rn o co W co N Jj0) o V-co N w Z _� N �J�OCo �mp00N J r �zU-N co Qw U�c-siU Z0 ix � � Z ti 2 c+) a W J W F- PROJECT NO. 17-015-118 DATE DRAWN 6-15-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 2mO NOTES: 6"W. RAISED TRIM (PROJ. 3/4") -F-: (V = I J � J CEMENTITIOUS COATING ON LATH 20" W. ARCH SOFFIT PER DETAIL ON SHT. A2.0 \ TOP OF ARCH +9'-2" A.F.F. tO 6"W. HALF RND. FOAM TRIM RIDGE HEIGHT +18'-7" A.F.F. �,�6"W. RAISED TRIM (PROJ. 3/4") 12 crrnor 1 MCC 16 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 BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW 6F— WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). CEMENTITIOUS COATING ON LATH 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — — TOP OF BLOCK 0 B +9'-4" A.F.F. --------------------------------------- — — — — — — — TOP OF BLOCK +8'-0" A.F.F. C.J. Will 3" HALF RND. TRIM RETURN TRIM AT TOP/BOTTOM ALONG SIDE WALL FRONT ELEVATION SCALE 1/4" = 1'-O" TOP OF SLAB +0'-0" A.F.F. m CEMENTITIOUS COATING ON BLOCK 00 20" SIDE WALL I RETURN to LEFT ELEVATION SCALE 1/4" = 1'-O" 11221 16 _ � --- 12 16 —--------- A---------- A -----------CO--------- —---------- 1 O O J TOP OF BLOCK +8'-0" A.F.F.N-------------------------------------------------- -- 3" HALF RND. TRIM RETURN TRIM AT TOP/BOTTOM ALONG SIDE WALL FRONT ELEVATION SCALE 1/4" = 1'-O" TOP OF SLAB +0'-0" A.F.F. m CEMENTITIOUS COATING ON BLOCK 00 20" SIDE WALL I RETURN to LEFT ELEVATION SCALE 1/4" = 1'-O" 11221 16 _ � --- 12 16 —--------- A---------- A -----------CO--------- —---------- 1 O O J TOP OF BLOCK +8'-0" A.F.F.N-------------------------------------------------- -- 2 CEMENTITIOUS COATING ON BLOCK lx3 OR fx4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12' O/C MAX CONC. OR MASONRY `DRYWALL BOARD r CAULKING ALUMINUM FRAME FASIETV THRU BUCK W/ 3/1614 1/4' TAPCON SCREWS 0 24" 0/C MAX /N PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENTITIOUS FNN15H HEAD DETAIL WIND❑W STUCCO FINISH PERIMETER CAULKING CONC: OR MASONRY lx4 OR lx6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED ). 00 b' . CAL NAILS AT 246.' 0/C: DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4' (MIN) TAPCONS AT 240/G MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) REAR ELEVATION SCALE 1/4" = 1'-O" 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 TD SILL PERIMETER CAULKING WIN SILICONE CLWEN717IOUS FINISH 1L/ �CAULIONG •CONC OR MASONRY fx3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED QOo a a ' : Oa W/1-1/2' CASE HARDENED COIL NAILS AT 12' 0/G MAX PRECAST OR POURED SILL PE'1NIIETER CAULKING DRYWALLBOARD CAULKING JAMB DETAIL WIND❑W FASTEN TO SILL W/ 0 x 1 SCREWS 0 2 -O' 0/C I FLOOR COVERING AI 0 bd° `b. .° GROUT BED CONCRETE SLAB SILL DETAIL (SGD) CEMENTITIOUS COATING ON BLOCK 20" SIDE WALL 00 RETURN _ TOP OF SLAB — +0'-0" A.F.F. --------------------------------------------------------- --- 1'-2 7/8" 00 1'-6" D Lo 1'-2 7/8» 0 1'-2 7/8" j - Lo I (o -I - 1'-2 7/8- 12'-4" SILL DETAIL OVERHANG SEPARATIONS WIND❑W 1/4" = 1'-0" lx6 P.T. BUCK SET IN DOOR THRESHOLD SET CONC: OR MASOMRY SEALANT AND SECURED W/ IN BED OF CAULK 0 FCASE HARD NAILS 0 12' O.C. (MAX) FASTENED TO SILL W/ 3/16' DIA. TAPCONS 0 18 o/c PERIMETER CAULKING FLOOR COVERING DRYWALL BOARD CEMENnnOUS FINISH o DOOR TRl METER CAULKING b00 DOOR FRAME` FASTENED THROUGH BUCK DOOR TRIM ° W/ 3-1 4' x 1/4' (MIN) TAPMVSy li(IH r1�TAPCON 0 PERIMETER CAULKING 6 Mil fROM EA CORN AND CONOREIE SLAB 4 EQ SPACfD TAPCONS EA VERTICAL LEG W/ M@L EMBED OF 1 5/6' HEAD/JAMB DETAIL EXT DOOR SILL DETAIL EXT DOOR. CUNCf L It -'U-' 13LUCK TIE —BEAM TOP COURE HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4' NAIL SOFFIT DETAIL RIGHT ELEVATION P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ 3fe" x 3" TAPCONS (1 1/4" MIN. — EMBEDMENT INTO BLOCK) ATTACHMENT PER MFRS. RECOMMENDATIONS 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS `ATTACHMENT PER MFRS. RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT N.T.S. SCALE 1/4" = 1'-O" 2x4 VERT. AT EA. FACE OF PRECAST LINTEL AT TOP ARCH W/ (3) 10d NAILS AT BLOCK COURSE EA. END TOE NAILED W/(2)� 10d AT BUCK 2x4 SOLID BLOCKING (FULL TOP OF BLOCK WALL WIDTH OF WALL) BTWN. PLYWD. ARCH FACES W/ (3) _ 10d NAILS THRU PLYWOOD INTO EA. 2x4 P.T. (2) 2X4 BUCK - 2X4 VERT. BRACES CONNECT TO BLOOC W/ 3fe x 3" TAPCONS (1 l(e MIN. • 15/32 COX PLYWOOD PANEL EMBEDMENT INTO BLOCK) (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PROVIDE % x 3' TAPCON (1 1/4' MIN. EMBEDMENT INTO 2x4 SOLID BLOCKING (FULL BLOCK) AT EA. SIDE BUCK-(1) WIDTH OF WALL) BTWN. PLYWD. WITHIN 4" MIN. TAPCON OF — ARCH FACES W/ (3) 10d NAILS START OF ARCH 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 BUCKCONT us 15/32' CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. CONTINUOUS CONC. BLOCK LINTEL PER PLAN BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ Bd NAILS LINE OF RECTANGULAR ROUGH OPENING ARCH IN MASONRY OPNG. DETAIL MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 / \ PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 o W W Lo O cy) c w O W Q C�d ' °0 co '`I O O In Lo rn o m W to N J H ~ w - M co _ W 0 QLL 0 r Z LL QJcO Jm000N 0 04 mwF coo zof 0 t-- Lu III �~ LIJ 55 co Z Lo P_ 2 M d W J W F_ PROJECT NO. 17-015-118 DATE DRAWN 6-15-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET i SHEET A 2mO A B-2 FRAMING NOTES: i•. 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 0 (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 NOTE: TRUSS LAYOUT IS SCHEMATIC. REFER TO TRUSS COMPANY LAYOUT FOR TRUSS LABELS AND LOCATIONS. 0 (2) HETA2 NOTE: BRACE WALL WITH 2X4 BLKG. AT BOT. CHORD EACH SIDE - PROVIDE TAPCONS SPACED 12" OX STAGGERED ON LANAI SIDE & HETA20 ON TOF OF WALL ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-1Od 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 0 (2) HETA20 _5 _� PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1 B 950 PLF 361 PLF B-2 160" 8F16-1 B/2T 1075 PLF 770 PLF B-3 70" 8F16-1B 4144 PLF 1930 PLF B-4 112" 8F16-1B 1818 PLF 980 PLF B-5 54" 8F16-1 B 6039 PLF 2507 PLF B-6 54" 8F8-1 B 2170 PLF 1660 PLF 81J8 8F8-1B 8F16-1B/lT #5 REBAR AT TOP MIN. (1) REQ'D F- . °' • 1-1/2' CLEAR F = FILLED WITH GROUT / U = UNFILLED 0 .,i FQUANTITY OF REBAR AT L) = ; ` C.M.U. BOTTOM OF LINTEL CAVITY a 8F16-1B/1T t� GROUT I z NOMINAL WIDTH J L QUANTITY OF zo #5 REBAR AT BOTTOM NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY L7-5/8'ACTU TYPE DESIGNATI❑N 8' NOMINALL WIDTH 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 11-7-18 U7 Lo T_ o) O cq � W co N 0) co_j ctw J � M co = W Q N p J 04 o Jm0�N J0) 0 Ly cp Q I - z0<r- . wjcU)zLo N O ch a. w J W H PROJECT NO. 17-015-118 DATE DRAWN 6-15-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET O LEGEND -�- SURFACE MTD. CEILING FIXTURE Y PENDANT FIXTURE kO RECESSED LIGHT ' Y WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE ft! WALL MTD. VANITY LIGHT EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) Fo WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR O CEILING MTD. CARBON MONOXIDE DETECTOR -� CHIMES CHIMES PUSH BUTTON. TELEPHONE JACK CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE e; DEDICATED 220 V. OUTLET Q 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. d- RHEOSTAT SWITCH @ 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION Ll= ELECTRICAL DISCONNECT OUTLET FOR MICROWAVE t�UAI.I'1 L. I Z). - �_ _ ��' - PREWIRE PREWIRE -- - - - 11 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. 2" RIGID O.H. SERVICE F.P.L ELECTRICAL LOAD CALCULATION 3-#2/0 XHHW 1674 S.F. AT 3 VA 5.0 kVA e 2/0 SER CABLE 2 SMALL APPUCANCE 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 DISPOSAL 1.5 kVA DRYER 5.0 kVA 150 150 SUBTOTAL 32.5 kVA PANEL C/B FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9.00 kVA METER TOTAL OF OTHER LOAD 19.00 kVA 10 kVA OF AC AT 40% 4.00 kVA 3#1 CU THNN TOTAL 23.00 kVA 2" CONDUIT 23,000 VA DIVIDED BY 240 V 95.8 A POOL SUB PANEL 30•0 A NO. 4 CU. WIRE TOTAL 125.8 A TO COLD WATER USE 150 AMP SERVICE PIPE IF CU PLUMB. IF NOT CU USE -----— SUPPLEMENT GROUND NO. 4 CU. WIRE TO 5/8" x 8'-0" SCHEMATIC ELECTRICAL RISER GROUND ROD EXTENT OF AREA FOR VINYL OR TILE ....... PER CONTRACT ELECTRICAL 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 k:::aK:j r? � Lo riocyD C� °o c 0 Lo f N O cp W t0 N J ~ m w J M �_ a¢WN w 0 04 z QJ�aCO u' J m O Co N mW WCto(D z0QQ�U =3~ lu) C/) Z ti 2 cM a. W J W H PROJECT NO. 17-015-118 DATE DRAWN 6-15-20 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET ■ 12 PER �ELEV. R-30 INSULATION 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 0EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN TOP OF BLOCK 1/2" CLG. GYP. BD._j - . v 8"x8" U-BLOCK TIE -BM. FILLED _T W/ CONC. & (1) #5 REBAR CONPRE-ENGT. LINTEL SEE SHEET 'EA 4 OE FOR TDETAILS 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 CAD 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 I 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 -Ln 1/2" PLYWOOD SPACER OIL DOOR HDR HT PER PLANS REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT ---�WD W. HDR. HT. '('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) 6_0'-0" _ Y TOP OF SLAB FINAL GRADE I I STUCCO STOP AS REVD. PER LOCAL BLDG. DEPT. Tr_ CONC. FTG. PER IFOUNDATION PLAN TYP. EXT.-BLOCK WALL II II II II I I I I I I I I I I I I I I I I I 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-- 0 J Z #5 BAR DOWEL TOP OF LOWER � = a II W/ STD. 90' HOOK BLOCK WALL CONC. BLOCK WALL #5 BAR DOWEL jl VERTICAL FILLED W/ STD. 90" HOOK II CELL W/ 1-#5 BAR I I BLOCK WALL HEIGHT TRANSITION DETAIL HURRICANE STRAP @ EA. TRUSS - REFER TO FRMG. PLAN TRUSS OR BLKING. PER PLAN CONNECT EA. TRUSS BOTTOM CHORD W/(2) 16d MIN COMMONS TOE -NAILED TO TOP PLATE 1/2" GYP BOARD EL: 36" ABOVE HEADERDPMENIPLIARGR SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ _ 12-1 Od X 1 1/2" AT EA. FLANG"ELDER 1/2" GYP. " PROVIDE R-11 BATT 1 INSULATION AT ALL 1" 1" 3". 0 x 1/4" WALLS ADJACENT TO STEEL PIPE NON -AIR CONDITIONED ROOMS " TAPCON �TYP.4 5" TRANSOM WINDOW_Z DOOR SECTION (T_ YP) 12 - --- -� PER/ FIBERGLASS SHINGLES OVER CLIP ANGLE 30 \ GIRDER TRUSS SIMPSON LS30 CLIP ANGLE VVI 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 1NVAILED TO 2X RAFTER - - TOP OF BLOCK REFER TO EXT. ELEV. COVENTIONAL FRAMING © BAY N.T.S. 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 11 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 242" WASHER " O.C. (MAX.) AT 5" EMBED FOOTING PER III -III III I I FOUNDATION PLAN, -I' (-Ll I Ii 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 J VERTICAL FILLED CELL Din 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 0 6 O.C. 24" O.C. VERT 3 1/4" 2 1/4-MIN EMBEDMENT WI TH 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. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. 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 TOO 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 1N 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 11, 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 MASONRYI UNITS SHALL MEET ASTM C90. 9. STUDS TO BE DOUBLED Al 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 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. i -STUD TO TOP OR BOTTOM PLATE- (2)16d END 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" 7" DIAGRAM. 7/8" 1 1 /8" 8" 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R&OVED AND/OR MANUALY. PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. STEEL) AND REBARI 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. 12. MISSING DOWEL PLACEMENT: 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5'" NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED TRANSFERED OR OTHERWISE REPRODUCED _5 _ WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE ROOF I ------------- I EDGE I I 4' (� I OI O lO RIDGE I 2 2 2 I d I � i lD ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK MAILS O ZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. CAD 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. -� HDR. TO CLG. LINE co I `- EQUAL EQUAL 2x6 P.T. N 1/2" DIA L-BOLT (8" LONG) W/ 2" • WASHER AT = 32" O.C. MAX. - � � r� GARAGE DOOR OPENING iV 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 0 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 I. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. 2. PROVIDE "H2.5" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL 8" X 8" X 16"- CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR 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 MICHAEL C. ANDERSON ­,1- ALTERNATE TRUSS ANCHOR DETAIL N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 ` r` 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 Lo cli O W ~ N m cz w J � � � 00 NCO W Z _0 N QJO J 0 wF cpU z0Q�U � Loc)z N O a W J W 1� m0n ICr%T SHEET A 6mO CORNER FLASHING TAPE CORNER ---, FLASHING TAPE FLASHING TAPE SIDE -1 FLASHIN TAPE FIN WINDOW TOP CORNER NAILING SIDE CHECKRAIL FLASHING TAPE ..... — - WINDOW BOTTOM SILL FLA SIL 1. CUT THE WATER RESITIVE BARRIER (1C) IV ATER RESISTIVEBARRIERI I _.,,1 ST CUT * I I I I I�-4TH CUT, 1 3RD I I MAKE A 6" CUT UP I rCUTI I FROM EACH TOP CORNER AT A 450 I I I I I ANGLE TO ALLOW THE I WATER BARRIER TO I 1 ��TYPI I BE LAPPED OVER THE I I I I FIN AT THE HEAD OF I I <-2ND,' I I THE WINDOW. I �_ CUT _�y I to 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 (x- FROM EACH SIDE OF CORNER) (7) 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 RES111VE 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� 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) `�` EXTERIOR - I , I , I , I , I , I , I O I 1 , I , I , I , 1 , I , m ROOF SHEATHING 2x4 BLKG. ® 48" O.C. — (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP / ® EACH TRUSS PER FRMG. PLAN -- 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.) ' 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRAMING PLAN / TOE 1NAI EDMEA.NSIDE 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 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' CR❑SS 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 CONT. " VERT. #5 BAR AT EA, REINF, FILLED CELL PER FDN. PLAN --� GABLE END SECTION X—X PLYWOOD SHEATHING OVER WOOD TRUSSES ALCOA TRADITIONAL "F" CHANNEL W/ CEMENTITIOUS FINISH 5/8" CASEHARD "STUB" OR "T" NAILS ON METAL LATH ® 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS ® 10" O.C. IN WOOD PRE-ENGINEERED ROOF TRUSS BOND BREAK L 2X2 NAILED TO EVERY _ OTHER TRUSS TAIL W/ (2) LAYERS 15# (2)-10d NAILS FELT a ro, CONCRETE "U" BLOCK ' TIE -BEAM TOP COURSE MEMBRANE BRIDGE FLASHING _ HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS ALUM. NAILS 0.12 DIA. SEE PL N SHANK 3/8" DIA HEAD FLASHING / CONTROL 1-1/2" LONG ® 6" O.C. J❑INT ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT SOFFIT DETAIL "ALCOA TRADITIONAL :- ALUMINUM SOFFIT #V-144TED STUCCO FINISH ON BLOCK N.T.S. FLASHING DETAIL AT ROOF FRAMING ON MASONRY 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 1 t 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 15/32' CDX PLYWOOD SHEATHING v— 2x4 BLKG. @ 48' O.C. I �-(2) 16d COMMON NAILS AT I EA, 2X4 LADDER FRAMING 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN 8'-0- GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. I 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT I WITH 12d NAILS AT 12' O.C. I SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON I NAILS AT 6' O.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED N WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP, EXPANSION J❑INT AT CEMENTITIOUS i&TIK PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' O.C. "" ^'" 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 �0 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 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 Lo Lo C7 CDCD T to W CO N UF-rn� co w J N CYi cn co w Woa_"N Lup N vl- - 0JRCDCD _JC0000N °Qw04 FCU QUOQtiU Lu Lu D LO coLU Z � O N M 11 Lu J Lu I - SHEET A 6ml CJ1A CJ3A CV A13 Al2 A11 A10 .1• ,1• A07 RTI A05 A05 A05 TITI• '1• A05 M A05 A05 A05 A05 A05 A05 M, A03 A02 A01 :1• LO CM L 38' 13' 25' CM LC) L0 cM T_ M It M y m m m r-- 3'5'' 4' 10'315" 6'4" M M M co cM M C0 M 20' 38' CJ1 CJ3 _ mm�^ CJS-, 7A CO2 CO2 C01 CJ1 t4y4'G 7 I2! 20 ° uA ki,A u L A40C) I'736 ,- 12" CLG RIECESS 12 h r— ' -- ! �r;t�nrt��rlj �r s . r , -88- 1 ATE ' OF r�llitli.lil Ufli� *NOTE: E: ALL 4 RUSS TO WALL AND/Oil TRUSS TO � LEDGER CONNECTIONS BY BUILDER o s (UNLESS NOTED OTHERWISE) * NOTE: ALL CEILING DROPS BELOW BEAM ARE y n y �; a M a) 4 o o BY BUILDER (UNLESS NOTED OTHERWISE) 2 g 0 y o° y " N y E t� '-' 4? U N 0 > > ... to 65 •- * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW r o TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING w � ''S ~ °' DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL N ° y U E STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE 2 8 °' o o y INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o 5 E .! N = S rm GRAVITY AND UPLIFT LOADS. 0p c o m -p Q, FOR BRACING & ERECTION DETAILS REFER Q o C'�o�° �' r�S M O•- TO BCSI-03 AND/OR ENGINEER OF RECORD n P- a- Q ° 0 H E i a_ w FL m a, 2'° REPRESENTS THE LEFT SIDE to o°�=�O v, .. a .° on a s OF EACH TRUSS DRAWING E 16 _ m tm " '0uC M fC O a) r m y U W U C � L ( NOTE: REFER TO USP CONNECTOR o 0 2 0 rn CATALOG FOR INSTALLATION DETAILS) m 2 ° �' U cc0.9 0 A JUS24 H THD46 Q - - - C D. X 3` J 'J E _ N r � Z!" " � -^.Q Q -`p 0, m2 15 o o E B JUS26 J MSH422 R - - - .o ° L ° CO>, = ' m = ,2 C THD26 K MUS26 S - - - U�-cn y �•o� ID s- C co 0 @ r a) p THD28 L HJC26 T--- �•oy wo m a. �i c q '0 0 E THD26-2 M - - - U - - - p y3�-mom o II, 3 Q 2 E F THD28-2 N--- V--- E@ W° G JUS46 P --- X --- 2 mow Em HBB HANGER BY BUILDER BBB BEAM BY BUILDER 0 L o y 3 WO o rW F =CL C Z LSTA12 @TC & BC * NOTE: LSTA STRAP r Q o 2, INDICATED TO BE USED IN m °' o-85 �-5 o - = 2 Zt LSTA12 @TC CONCORDANCE WITH �' o y CORNERSET DETAIL "1 f0 f0Oy4—L N� .GE 4_Q N s 4— � N Zb LSTA12 @ BC .. i a �.m 04 0 LOADING ROOF FLOOR WIND LOAD 0 ° 2 y = = T •L5 �, o° o EL LIVE LOAD 20 0 ASCE 7-10 .0 0 0 y a)crn w34) ~ U DEAD LOAD 10 0 160 B = 3 o 9 p C y O p O LIVE LOAD 0 0 Residential - CAT 11 .0 u a'E . '@ Q _ C 00 �' `w C-z--�. ` i F"Coo)+� O O m= V DEAD LOAD 7 0 Closed Q p 4_ a3 'p co 4_ N Y a 5 a= E Z U Z mW � TOTAL LOAD 37 0 FBC 2017 RES v o o o E` C r C y O O a) U y ca 4- 0 Q ? DURATION FACTOR 1.25 1.00 TPI 2014 L m ° ! ° -0 '`� f6 E N = 'y O O @ fA O p ::. y A C to E DATE BY REMARKS 2 a;a7 '� y A r 00 30)ErtL+�'Er2 :- 9 O _ i. 'O 2 p N O _ L 0 7_ L m .N 3 a... 4Q- ; Y ai - CL O p p 0,0 N O - Co w w E'- oyE - c - --/--/---- - _ o ° Q , rn m :0 0 uai - --/--/---- - w 2 2 o0oaz' - --/--/---- - _ :2 'n s a m o fn•�r-L m EQ m 3v p It is understood that above APPROVED M o o .�, s 2 conditions have been reviewed & `o 0, o L for the fabrication APPROVED AS ._ .5 o are acceptable ❑ at trusses, elevations, pitches, NOTED 1& „ „ o E overhangs, fascias,ceilin g g REVISE (DR.2)oN2EDo@ elevations/pitches, bearing RESUBMIT y W 0 .° 10 C o- L E E a �� u'w E �_ co conditions & all detail pertaining REJECTED f- `- 10 .0 (D O O — '- 6 2 o = o to this truss placement plan. No N �, r y n 0 CD M = back charges will be accepted o ,2 w °- m without previous written approval DATE Q 2 N from an A-1 Roof Trusses o y o o .= S representative. p REVIEWED BY 0) cc_ � `° � = w 4° w r- o Y» _ 2 ° ` " o = w �. PLAN DATE ARCH:--/--/----TSTRUCT: --/--/---- .ot�.y�a)a)yao y = o U ~ CUSTOMERRENAR HOMES C ;> 2mca�.c° _�= ° 8 O C p a) Y @ E O O co �Em�:;7u�ina) E .0 N '- f6 U a� N — JOB NAME BERMUDA 1674 B2 C o o c O -°o a O p y m 2.2) � 8 3 Z E 0 . 'i t •C O N a r@ OPTION(S) 8- C °' .,a 5 m m � m C C N p as O .E 0- C O N 0co L COMMNTY MORNINGSIDE LOT: 118 y iT��o�r o 8 m / LOT # o 4o m y _ 42 m N to 2 c V E@ 0 w O fV6 4n- >+ 0 E O CITY FORT PIERCE 0 o ~ o mv�°i o C a� 10 C� o y COUNTY PORT ST LUCIE -0 ('y 2. y O C� V N m U C 3 BLDG GARAGE R BLDG - C y Q ,0 E M '3 = � o 8 0 TYPE # ao2s2 y �° N JOB 81186 MASTER WRMSBM16.74B2 W .__ o N a Ag 'o o 0 # w— f0 DRAWN SCALE �f°Za) W C A C y i E 4— a) DATE 6/9/2020 CL °° 12 > 8 re- 0 MS NTS zT-0@N�oumia=i �a�>w2�mEa)c ,A Q L am) :5 •III Q 0C .v .WWWII .. .�-N :� N p• E•->a 3v• v 5 0 ID �A-1 ROOF Uj 0 _ �w Aa :-yC s.00 V�=ff -0VO W_ a)LO mLTRUSSES . J V— 3a o A FLORIDA CORPORATION V) 0 c 0 m -o a> > v° O Ph 772-409-1010 / Fax 772-409-1015 = .__ 8 .- � @ E N a htt //www.a1truss.com � _ ° (3 o o