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HomeMy WebLinkAboutBuilding PlansPRODUCT APPROVAL SUBM11TAL 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 APPROVAL DESIGN PRESSURES HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS,14'• O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL152255 . +/- 67.0 PSF (MIN) SMOOTH STAR STEEL TRACK BRACKET TO WOOD: 5116" X 1-5/87 LAG SCREW (FULLY THREADED) HEX 16070OVHD OVERHEAD DOOR MODEL9100 WAYNEDALTON «>> WASHER HEAD ONE PER BRACKET -(5)BRACKETS TOTAL PER VERTICAL STEELTRACK FL9174.6 +39.2-43.7PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1W4 MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17.O.C. MAX. 6 FL15332. +- . M0 PSF 40 ! (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ANCHORS WOOD ANCHORS MASOARE FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8„ ANNEALED #1RY 0 WOOD SCREW (E 3/86 MIN. EMBEDMENT). MASONRYMBEDMENT), ANCHORS 3" FROM CORNERS, 3ATSILL. WOOD ANCHORS: 3"FROM CORNERS, 16"O.C.MAX. FL15349.9 +/-55,0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1.1/4" MIN. EMBEDMENT) (� WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1.1/4" MIN. EMBEDMENT), WOOD ANCHORS eQ FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. FL15349.9 +/- 55.0 PSF (MIN) 30# ASPHALT 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED TAMCO BUILDING «>> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 FELT PRODUCTS INC. ' 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 6-1181• ABOVE BUTT FL18355.1 PRODUCTS INC. EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «>> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) 24 GA. GALV. EASTERN METAL ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) HURRICANE SHUTTERS ">> 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9%2", 38 PSF:15.8" O.C. SPANS UP TO 5', FL 11968.3 +70.0 - 80.0 PSF BERTHA STEEL SUPPLY, INC. 8.6" SPANS UP TO 9'-2", 47 PSF:12.7" O.C. SPANS UP TO 5% 7" SPANS UP TO 9%2", 54 PSF: STORM PANEL 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" HEAD: 1/4" X 3-3/4" TAPCONS SPACED 6" FROM CORNERS, 3" & 6" FROM (2) 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED MULLION. JAMBS: 1/4" X 3-314" TAFICONS SPACED 6" FROM CORNERS,14" O.C. FL15225.5 +40.0 - 40.0 PSF SMOOTH STAR MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 6" FROM CORNERS, 3" & 6" FROM MULLION. TABLE R30120) Cl IMATIC. AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN r I SUBJECT TO DAMAGE FROM I WINTER DESIGN TEMP' ICEBARRIER VNDERIAYMENT REQUIRED FLOOD HAZAPOS° IAIR FREEZING INDEX MEAN ANNUAL TEMP Speed° Topographic Weathering° Frost lirleo Tarmile` LOAD (mph) effealss (NA) CATEGORY I depth N/A See Fig. 13301,20) N/A Negligible N/A Very N/A N/A N/A Hea y For SI, i 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)1 The grade of masonry units shall be deta rnmed from ASTM C 34, C 55, C 62, C 73, C 90, C 129. C 145, C 216"C 652- b. Reserved. a 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)]. Nand exposure category shall be determined on a sda-SPaeffe basis in accordance wgh Section R301.21 4. e. The outdoes, design dry-bulb temperature shall be selected from the columns of 9712-percent values for winter from AppaMix D of the Florida Building Coda, Plumbing. Deviations from me Appendix D temperatures shall be permitted to reflect local climates or beat weather expen®rce as datennaled by the building ofir9al. f. Reserved. g. Thor applicable governing body shall, by local goodplam gaadplain management ordinance, specify (a) the date of Ufa jure didiori s may are Ue Nalronal Flood Insurance Program (date of adoption of the first code or ordinance far management of flood hazard areas), (b) the date(s) of the Flood Insurance S" and (c) ft panel numbers and dates of all caner dy effective FIRM and FBFM, or other Hoed hazard map adopted by the authority having junsdicben, 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 SO. FT. VENTILATION AREA REQUIRED = 2,201.0 SO. FT. / 150 (F.B.C. R806.2) = 14.67 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33') = 275.6 SO, FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 275.6 SQ. FT. X 11.74 SO. IN. / SQ. FT. X 1 SQ. FT. / 144 SO. IN. = 22.47 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 22.47 SO. FT. > VENTILATION REQUIRED = 14.67 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: U�K.el �qncaljKS(7yj Signature. Certification Number: i 7 21 01- _ Date: q [ q_ G ( b DRAWING INDEX CVR A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 A-6.0 A-6.1 A-7.0 INDEX / PROJECT INFORMATION FOUNDATION PLAN FLOOR PLAN BUILDING ELEVATIONS ROOF / FRAMING PLAN ELECTRICAL PLAN WALL SECTIONS ! NOTES WALL SECTIONS / NOTES HVAC PLAN lh � *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED-140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' FRAME OPEN OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES­X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOFLOAD: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF BOTTOM CHORD: LIVE LOAD:10 PSF DEAD LOAD: 7 PSF (NON -CONCURRENT) 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 1) to 19.9 27.7 PSF / -30.0 PSF :20 TO 49.9 26.4 PSF / -28.0 PSF Ii0 TO 99.9 24.7 PSF / -27.0 PSF '100 TO 499.9 23.5 PSF / -25.0 PSF 11500 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 !i0 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 I-L. LIC. ARD017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 to to w N O O) <- CD L W O CV ~ P�1 m W J ti � J En C h -Jm0CC) N_ m Q LL U afWF. cDU V o Z Q ti OfU)cnz O 1,-- _ CV) d W J W F- Of PROJECT NO. 17-015-013 DATE DRAWN 8-19-19 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 _ 13,390 CUBIC FEET 1 0:0 � ri '7 RIO- OOGII6 u REVIEWED F CODE COMPLIANCE ST. LUCIE COUNTY BOCC OCT 31 2019 FILE CC 3" V.T.R. 1 .'f I I I I I 1 3" I 2" W.C. LAV 2" j LAV I 2" TUB 3" 1 1 2" 2" I 1 LOOP SINK 2" ]1 3" V.T.R. I jpp 3" V.T.R. I Il I I 1 r. 1 r, 2" I I WASH 1 I I 2" TUB 2„ LAV 3" CLEAN 4" MAIN OUT Lr I 1;,—o„ 25'-0" 36"X36"X,6" DEEP CONC. FTG. 2'-0" S-10" 4'-0" 4'-2" 3'-10" 7'-2" W/ 3-#5 E.W. A g I I — — — — — — — — — — — — — — -- L J A i 1 I I 1 1 0 B I w , I 00 I G o I M I i 1 1 a' ■ 1 0 i• I -O" 8'-0" 1'-5 1 7/8' 3'-8 7/8" 3'-2" S-8 7/8" 7'-3 1/8"1 01 I I I I r �1 I ■ I---- — I I 11^ 16'-5 3 8" I■ co I I in i 1 SLAB 1 1 I L HB BSFOR I I 1 W Ln II I LAV LV • 1 RECESS SLAB I 1 SHWR. I 1 3 1/2" FOR SHWR. U I Lo I 1111 sHWR.� I o III 4" 2500 PSI CONC. SLAB W/ 1 i7 ■ I O�— O» 111 1 O FIBER MESH, AND/ON 6X6-10/10 WMM WITH MIN. 1" COVER ON 6 I • 11 1 MIL. POLY VAPOR BARRIER OVER cq 1 111 TERMITE TREATED COMPACTED 1 REFERENCE CLEAN FILL. n I I II� I FINISH FLOOR 1111 o 1 I 19'-4 3/8" in ■ 8'-4 3/4" 1 o �-I 1 INDICATES C.M.U. CELL FILLED 1 1 0 W/ CONCRETE AND (1) #5 VERT. I I d I REBAR CONT. FROM FOOTING I 1 1 I I TO TIE BEAM (TYPICAL) 1 0l h SINK I I W/ i t I I I I 1 `° DISP. 1 1 I I 19'-2 3/8" I 1 II III I ■I EH II III 0 A I I II III H, z I DW I I 1 1 0 i ---__ _-_--_-__ G1 N ■ I i��� CHASE FOR ELECTRIC � I ( �A/C -� COND io i� TO ISLAND r) ( CHASE 1 1 C I ■ 1 I I I 19'-4 3/8" I I co B I 1 c o I 1 I I I • I 1 I — —L � r � I I I ■■ I g I 1 I■ co D I M I 1 1 ( a w • J • 1 SLOPE DOWN ," ( HB A N I F AT GAR. DOOR I o DLo 1 ' 1 �----� 1----- —-------- I M G 00 Ln C 1 v 3'-5" 4'-10" 3'-5" 6'-4" 20'-0" 38'-0" (n 6x6 - 10x10 WWF CONC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB OR FIBER MESH a CONC. 8" > SLAB VARIES <t --- o GRADE i -- �- - 2-#5 2-## 0 2-## I BARS BAf�S BA 8' 8 1'-4 1 -4 2,-0,. A DETAIL g DETAIL C DETAIL � 1 1 6x6 - 10x10 WWF CONC. w OR FIBER MESH SLAB a SCAB 1-0 SLOPE SLOPE # o 1 1GRADE ## GRADE R$ BELOW BARS 8 1'-4 D DETAIL F DETAIL 1 1 CONC. 1-#5 1-#5 SLAB SLAB BA BAR SLAB cn 4" G DETAIL H DETAIL 5 1/2" FRAME 7 5/8" ((BLOCK w w (n CONC. it CONC. 2-#5 ui CONC. SLAB) �� > SLAB -7 BAR SLAB -7 = o /�Z a I • • I 2-#5 8' 1'-4" BARS 8 4" 4„ J DETAIL - S.G.D. K DETAIL H, DETAIL 1 1 CONC. CONC. 8" 8' iv SHOWER SLAB VARIES SLAB SLAB -- RECESS SLAB AT WALL -- q2-�*S v �=- . •-•--�— GRADE � RECESS 0BAII_ . G, DETAIL L DETAIL M DETAIL' _44 1 1 1 �42" X 42" PIPE SLEEVE (DIA. A/C PAD LAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC — 71-0" BD — 68'-2" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN GER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. 3„M — DETAIL FOOTING 8c REBAR TRANSITION PIPE THRU PF FTG. DETAIL 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 EDITIOf MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 rn N 0 m W to z N J 0 m � � M f/I ' LL coCC a pJ IX0co J m Q tCo N ^� mQwrnU W itw�_:cp ZOQ^C) �10c/)0 04 cv) d w J W F- PROJECT NO. 17-015-013 DATE DRAWN 8-19-19 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 _ 13,390 CUBIC FEET SHEET A 1 mO oc, 31 niq FILE COPY KIT. AT RNG./REF. KIT. AT DINING RM. WALL MTD. LT. 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 ■ OPEN TO BEYOND n SINK o �! a TSB6 SB27 [j3- FILLER DW KIT. AT ISLAND MIRROR NOMINEE FILLER lmmmmmm=mmmmmm NONE • • mommomomNONE ■■■■I ■■■■I ►IBATW, VANITY BATH 2 in I I�ITCDI(lD CI C\/ �I(ITCC• M 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. O 8'-0- HDR. HT. TOP OF BLOCK +9'-4" A.F.F.- VENT MICROWAVE THRU WALL 13'-0" 25-0" 2'-4" 12'-0" TOP OF BLOCK TOP OF BLOCK +9'-4" A.F.F. +8'-0" A.F.F. O O 6'-8- 6'-8- HDR. HT. HDR. HT. ■■- - - - - - - - - - ■ ■ ■ ■ EGRESS 8'-0" CLG. 2'-0" F- - 9'-0" CLG.- - 7EGRESS,, - T; 18'-8 3/4" LANAI I M.BR. I I 8'-0" CLG. ■ I COFFER CLG. I I 8'-0" 15'-0" 3-2 1/2" 7'-6 3/4" 2'-11 �/2" L_-- -- -- ----1 I 0 © I Q 9'-4" CLG. 8' -0" CLG7421" TEMP. GL.5" ENCL. ON IN. 17'-8 1/2- 2'-0" cO I H. WALL � FAMILY RM. 5'-0" I 8'-0" CO CLG. oil TYP• I COFFER CLG. I 6'-3 1/2" 12'-5 1/4" I I 0 I - m 00 BR.3 0 I 002. n s'-o" CLG. � I 1 :2 j_ I +8'-0" BRG. I 8'-0" CLG. `I WALL HT. 0 I 6 I 2'-O" 3'-9 1/8" 2'-5 1/2" © 9'-11 1/2" � � I I 8'-0" CLG. 0 6'-9 3/8" r O SINK DRYER VTR I 0 W/ II D 0 DISP.I 1 I 5 1/26' 1 1/2" 12'-5 1/4" ii M I II BR.2 -04 ( o I ; I W 8'-0" CLG. 0" 2' 00 8'-0" CLG. 04 i i - I 110 DW Lo . SH r-1 o r7 2 0'. I KITCHEN N I al COFFER CEILING I AHU +8'-0" BRG. WALL HT. a 9'-4" CLG. i- - - \k�TIC 2'-0" 1, 9'-8 1/2,- 1g'-0 1/4" FOYER - - - 1/2 CLG. WALL I I10-4" GARAGE 2'-0"I DINING I 8'-0" CLG. TYP COFFER CLG. ■ I 0j I ABV. 10 HDR. T. J---r- L_ 16"0 FOAM 10'-4" CLG. 1t _0• COLUMN W CLG. HT. TOP OF BLOCK - 18"W PER DETAIL 9'-4" CLG. I ARCH SOFFIT A B 8'-8- DR. HT. B HDR. HT. SO FIT ABV. OP OF BLOCK 8'-8" + '-4" A.F. . +8'- " A.F.F. HDR. HT. -0" 1' 8" 2'-0" 16'-0" " I. 4'-10" I. 3'-5" I 6'-4" 38'-0" d I N O 6'-8" HDR. HT. ■ EGRESS O 6'-8" HDR. HT. ■ EGRESS O COND HS c _I a DOOR SCHEDULE O 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 4 INT. DOOR 9 16070 OVHD. DR. 1 GARAGE DOOR WINDOW SCHEDULE 01 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 25 SH 36"X62" 15.5 S.F. 4g 24 3 MUNTINS MULL TO "B" B 38. W. HALF RND. ARCH TOP 38.0"R 3.9 S.F. .47 .24 3 MULLTO"A" C 35 SH 52.125"X62" 22.4 S.F. 55 .22 1 D 25 SH 36"X62" 15.5 S.F. 49 24 5 E 32" W. HALF RND. ARCH TOP 32.0"R 2.8 S.F. •47 •24 1 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. (2)2x8 BEAM W/ 2x4 TOP PLATE TOP OF ARCH _ ACROSS ENTRY +8'-9" A.F.F. TOP OF ENTRY TRUSS BRG. HT. +11 -0 A.F.F. TOP OF BLOCK KNEE WALL ABV. BLK. +9'-4" A.F.F. 0 0 WALL W/ 1/2" DIA. EXP. I I ANCHOR W/ 6" MIN. _j 20" d EMBEDMENT I RAD. TOP OF BLOCK i� 1'-6" 3'-4" 1'-6" `o +8'-O" A.F.F. PROVIDE 5/8" DIA. S SPACED NOTE: PROVIDE SIMPSON "SPH4" 6" O.0 6" O.C. FOR P.T. 2x4 BLKG. BTWN. AT TOP OF KNEEWALLS AND 2X4 TO BLOCK WALL CONNECTIONS FACES OF SOFFIT "LSTA24" FROM FACE OF HEADER 16"W. SOFFIT TO VERTICAL FRAMING AND SIDE WALL LIVING RM. CONC. BOX OUT GARAGE CONC. BLOCK WALL 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'-0" 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 REVIEW MASTER PLAN REVISION 11-7-18 44 ti el, 01D q \q Q4 N C�6 \W co O F-z' Lo Lo w lV o m W coo J W W J 0. o U) z p--1R6G J m O ;�f N `Z J o (lWj m Lu ccq U' Z0Q1- r �toU)0 ce) W N PROJECT NO. 17-015-013 DATE DRAWN 8-19-19 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 _ 13,390 CUBIC FEET SHEET A 2mO OCT 8 12019 L 6"W. RAISED TRIM (PROJ. 3/4 N= ( J IN NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 CEMENTITIOUS 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, COATING ON LATH RIDGE HEIGHT FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF _ +18'-7" A.F.F. ROOFING CEMENT. 20" W. ARCH SOFFIT PER DETAIL ON SHT. A2.0 6"W. RAISED TRIM 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X �0 (PROJ. 3/4") BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED 12 BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. TOP OF ARCH 12 FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW 61- 1-8-9" A.F.F. SCORE LINES 16 WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). CEMENTITIOUS COATING ON LATH 16" OVERHANG O TYPICAL UNLESS OTHERWISE NOTED B AA TOP OF BLOCK — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +9'-4" A.F.F. ��_ / �1--N \ —6"W. RAISED TRIMSPROJ. 3/4") — — — — — — — — — TOP OF BLOCK +8'-0" A.F.F. C.J. ■ ■ Ili ICI ICI ill " � ICI I�i ICI ICI 111! 1III! 111�� " ICI ICI ICI ICI IL-1111'�I-1 \I _w I_ I �I�I ICI ICI I�� • • OF lillm m�s■■_ — ---- _ - - - -�- , 16"0 FOAM 6"W. HALF RND. 1/2 COLUMNS FOAM TRIM 3" HALF RND. AT TOP/BOTTO FRONT �-6"W. HALF RND. FOAM TRIM MATCH TRIM HT. AT LIVING RM. WINDOWS RETURN TRIM ALONG SIDE WALL SCALE 1/4" = 1'-O" 12 16 CEMENTITIOUS COATING ON BLOCK 00 20" SIDE WALL RETURN LEFT ELEVATION SCALE 1/4" = 1'-O" 12 16 nc-------------------------------_ TOP OF BLOCK —----------------------o----------0--------------------------- -- — — — — — +8'-0" A.F.F. 00 CEMENT171OUS COATING ON BLOCK 1.0 OR IX4 P.T. BUCK SET N SEALANT AND NAILED W/1-1/Y CASE HA /mr C06. NAILS AT tY 0/G MAX CONC OR MASMY DRYWALL BM cAULMG ALLANM FRAME FAVEN DBB/ BULL W/ 3/1610 1/4' TAPCON SLRENS 6 24' 0/C MAX IN MAX HOLES BY MANISACRRffR PERIMM CAULKWC CEMENTIRM FINISH HEAD DETAIL WINDOW STUCCO FINISH PERIIM7EN CAULONC OM OR MASWY ix4 OR ix6 P.T. B= SET INw%1-1/r�cASEE o" O" COX NAILS AT 24. 0/C. -6 MAX DRYWALL BOARD CAUUM DOOR FRAME ASIEN 7HW BUD( W/ W/ 3-114" x 1/4 l) iAPC0.5 AT 14" 0 MAX B Palm BY MANUFACIUNER JAMB/HEAD DETAIL (SGD) REAR ELEVATION ALUM" FRAME FAM BUOC W/ 3/16'x3 1/4' TAPCOV sMAX IN awn O 24" 0 FRAMEALUMININ HOLES BY MA NFACIURER SECURE FRAME TO S FERBIETER CAULXNG ,L/ NIH SLRXMa ClEmom I1N5 RMSH .1—CAULKING OLNC OR MASONRY ix3 OR ix4 P.T. BUCK SET IN.a SEALANT AND NAM W CASE HARDENED CW. HAILS AT 12" 0/C. MAX L PRECAST OR POURED SILL PEINCIER CAUUW DRYWALL BOARD JAMB DETAIL SILL DETAIL WINDOW WINDOW bo- FA51EN 10 SILL W/ fx I' Sam 2'-o" 0/C FLOOR 00119MF0 �— Cmcfi BE1vcRETE D �—aSLAB SILL DETAIL (SGD) SCALE 1/4" = 1'-O" F-1 CEMENTITIOUS COATING ON BLOCK 20" SIDE WALL ao RETURN 10 - TOP OF SLAB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +0'-0" A.F.F. ------ ------- ---------- 1'-2 7/8" 1'-2 7/8" O � 1' -2 7/8" - 9 Lo I I co I I 1'-2 7/8" O 12'-4" O O OVERHANG SEPARATIONS DRYWALL BOARD DOOR (-7 Wit FRAME FASTENED DWCRiI BIU01 ' I W/ 3-1/4' x 1/4• (1Il) rAPIXN$, I - 1) rAP00N O 6' FROM EA LOFNFJt AND LED W/ Ea HILL ElNED O� j S� �DM HEAD/JAMB DETAIL EXT DOOR P.t OW SET N DOOR PIRESVOLD SET LANT AND SECURED W/ N BED OF CAULK k F HAM NAGS O 12. OC (MAX) FASIENEO TO SILL W/ 3/16' AA TAPCONS 016 o/D FfRMETER GUIXNC FLOOD COIERNC� CEMENDDWS FMSN -a ° FERMERR CAUONO U�p° 4� 'O . �o" DOOR muFERIM° CONO NR GULKiNG CLWCRETE � SLAB SILL DETAIL EXT DOOR 1/4" = 1'-0" L:UINt:ltt IL U tiL.VUK TIE -BEAM TOP COURS HORIZ. 2X2 NAILED TO VERT. 1X2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL RIGHT ELEVATION P.T. (2) 2X4 BUCK - CONNECT TO BLOC( W/ i(e' 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. :E 414 RECOMMENDATIONS STAPLES ® 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) _ Li 10d NAILS THRU PLYWOOD INTO EA. 20 P.T. (2) 2X4 BUCK - 2X4 VERT. BRACES CONNECT TO BLOCK W/ i(e x 3- TAPOONS (1 1/4" 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 7BUILT-UP START OF ARCH THRU O.S.B. INTO EA. 2X4 PLYWOOD OR MASOIMTE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS SECTION A -A BULK CONTINUOUS 15/32- COX PLYWOOD K PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4' O.C. CONTINUOUS CONC. BLOCK UNTEL 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. D TAIL 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 EDITI01 At-&� I7Qu FL. LIC. AR0017305 to Lo rn o m W Co C4 J~m O�'1 o ctw XX~ Q (q - LL c0 zCj Q 0J IXto .3mQ W N n� Co CM w 1- W m U Z0<I- BELo(1)O n 2 Lh a w J W PROJECT NO. 17-015-013 DATE DRAWN 8-19-19 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 _ 13,390 CUBIC FEET SHEET A 3.0 RCT 2 r FRAMING NOTES: t 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 NOTE: TRUSS LAYOUT IS SCHEMATIC. REFER TO TRUSS COMPANY LAYOUT FOR TRUSS LABELS AND LOCATIONS. (2) HETA2 NOTE: BRACE WALL WITH 2X4 BLKG. AT BOT. CHORD EACH SIDE — PROVIDE TAPCONS SPACED 12" 0.0 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 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS C 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 mI im 0 B-6 B-1 (2) HETA20 �1 _5 PRECAST HEADER SCHEDULE B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1B 950 PLF 404 PLF B-2 160" 8F16-1B/2T 1075 PLF 770 PLF B-3 70" 8F32-1B 8328 PLF 4498 PLF 112" 8F32-1B 6390 PLF 2494 PLF V 54" 8F16-1B 6113 PLF 2724 PLF54" 8F8-1B 2189 PLF 1207 PLF m 8U8 8F8-1B BF16-lB/1T FF =FILLED WYTH GRGUT / U =UNFILLED 1 QUANTITY OF REBAR AT BOTTOM OF LINTEL CAVITY a 81F16-1B/FF _ =' � z NOMINAL WIDTH J L_ QUANTITY OF NOMINAL HEIGHT-] REBAR AT TOP TYPE DESIGNATION 7-5/8'ACTU 8' NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 12' CLEAR #5 REBAR AT BOTTOM OF LINTEL CAVITY ROOF TRUSSES OR 2x RAFTERS (2)2X W/ PLYWD. 0 24" O.C. CONNECT W/(2) SPACER BEAM 16d MIN. COMMONS TOE —NAILED AS NOTED PER PLAN TO TOP PLATE SPH4 (TOP PLATE TO STUD SEE ROOF PLAN FOR REQ'D \ / STRAP AT EACH MEMBER. CONNECTOR) TYP. SPH4 (TOP PLATE TO BEAM CONNECTOR) 0 16" O.C. TYP. 2x CONT. STAGGERED LSTA24 MID —WALL BLOCKING (BM. TO STUD (WALLS OVER 10' HT FLAT ARCH CONNECTOR) PROVIDE BLOCKING ® TOP PER 4'-0" O.C. MAX. PLAN NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D AT INTERIOR BEARING WALLS NOTED 2x STUD 0 FRAME OPNG. ON PLANS AS SUPPORTING GRAVITY 16" O.C. PER PLAN LOADS ONLY (NO UPLIFT LOADS). 6„ (PROVIDE (2) MAX.) CONNECTORS SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER 6' OR NUMBER TO MATCH AS NOTED) NUMBER OF STRAPS ABOVE OPENING `-1/2" DIA. EXP. BOLT (2 Y4" MIN. EMBEDMENT) W/ 2" X )C THICK WASHER 0 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL FRAMING PLAN SCALE 1/4" = 1'—O" MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 10,20 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 (4 l FL. I_IC. AR0017305 PLAN REVIEW MASTER PLAN REVISION 11-7-18 u') u7 r CN O G'A r CD W In ~ I+ J U Q o w z U) - < 11 CO LL U > . - 0 N_ '` pJIL'0 J m ID arD` N ..1 �aoNi mQ U jY U Q cv Z O r~ U) z h Q CM I- W J W 1-- PROJE(3T NO. 17-015-013 DATE DRAWN 8-19-19 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 _ 13,390 CUBIC FEET SHEET `icl g'i1 �Jdv LEGEND SURFACE MID. CEILING FIXTURE PENDANT FIXTURE �11 10i RECESSED LIGHT K> WALL MID. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE LLt�II IV WALL MID. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE DR W/ LIGHT AS NOTED) I O• WALL MID. SMOKE DETECTOP O' CEILING MID. SMOKE DETECTOR O• CEILING MID, 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 ® DEDICATED 220 V. OUTLET 110 V. JUNCTION BOX 69— SWITCH @ 42' A.F.F. �— RHEOSTAT SWITCH @ 42' A.F.F. TP O TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT I--- - - - - - - - - - I I PREWIRE I / I I I I I I C I r I I sD /I I I O L---------- ---- �� GF f �l / /O riff rli, T. PREWIRE Y, SD / 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 12OV, 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 OF? 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. I _ GFI I I SD C.M.D. ry / SINK ; ,• Q � W/ I I I gp \ PREWIRE ELECTRICAL LOAD CALCULATION 1' DISP.11 1 I i i I 1674 S.F. AT 3 VA 5.0 kVA GFI _-- 1 2 SMALL APPLICANCE CIRCUITS 15DO VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA • _ RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA i i I DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA OUTLET 1 1 I I DRYER 5.0 kVA FOR IDW 11 MICROWAVE 1 1 I -- suerorAL 32.5 kVA ` _ _. FIRST 10 kVA AT 100% 10.00 kVA 44 o I GFI I I REMAINDER AT 9.00 kVA GFI G 4 TOTAL OF OTHERR LOAD 1.00 kVA � DISC. 10 kVA OF AC AT 40R .00 kVA G I `7 ( AHU I WH TOTAL 23.00 kVA AC i COND 23,000 VADIVIDED BY 240 V . A POOL \ POOL SUB 30 PANEL 30.0 A \ P.C. TOTAL 125.8 A GFI GFI G I \� gyp} ABV USE 150 AMP SERVICE e;FC G I \ L f ACCtS!�__j GARAGE DOOR ELEC. — rHIOPENER PREWIRE PANEL METER GFI / I _ EXTENT OF AREA I FOR VINYL OR TILE I PER CONTRACT \ • GFI T \ — COACH LTS. COACH LTS. �_ _ PREWIRE PREWIRE — — ELECTRICAL PLAN 2" RIGID O.H. SERVICE F.P. 3—#2/0 XHHW --\ 150 150 32 CKT AMP PANEL I C/B METER 3#1 CU THNN 2" CONDUIT NO. 4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. IF NOT CU USE — SUPPLEMENT GROUND NO. 4 CU. WIRE TO 5/8" x 8'-0" SCHEMATIC ELECTRICAL RISER_ GROUND ROD SCALE 1/4" = 1'—O" MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON i �j FL. LIC.AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 11-7-18 Lo rn r 04 O cp W t- J T X �o (n _Q U- co 00JOf CD (O LL W�(OU' Z 10 1 U w U H W U)cnO M CL W J W F— PROJECT NO. 17-015-013 DATE DRAWN 8-19-19 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SOFT GARAGE 385 SOFT LANAI 160 SOFT ENTRY 54 SOFT TOTAL 2280 SOFT CUBIC VOLUME OIF CONDITIONED SPACE _ 13,390 CUBIC FEE'r SHEET ocr 1 12 PER IE EV R-30 INSULATION 1/2" CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CON- PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 1x4 P.T.- PLOYCEL SEALANT - P.T. WOOD BUCK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2" DRYWALL ON tx2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL CONNECTOR PER ANCHOR 3/4" PLYWOOD SHEATHING - DECORATIVE CEMENTITIOUS COATING ON LATH - WN-DW HDR HT PER PLANS ALUMINUM TRANSOM WINDOW - NTH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD SHEATHING (1/2" PLYWOOD SPACER DO -OR HDR HT 1 PER PLANS ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP ®EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN TTOP_OF_BLOCK ' ' REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW HDR. HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS 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) - Y TOP OF SLAB I FINAL GRADE III STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. J- CONC. FTG. PER FOUNDATION PLAN -�-� TYP. EXT. BLOCK WALL TRUSS OR BLKING. PER PLAN 1/2" EL ARD 36O ABOVE 5x5x}" WELDED FLANGE 1" 13" 0 x 1/4" STEEL PIPE ® TAPCON ,/"-TYP.4 5" TRANSOM WINDOW/ DOOR SECTION (TYP) 12 PER ppX*�_ ELEV. FIBERGLASS SHINGLES OVER CLIP BANGLE 30 GIRDER TRUSS CLIP BANGLE 30 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 f AILED TO 2X RAFTER TOP OF BLOCK REFER TO EXT. ELEV. COVENTIONAL FRAMING © BAY N.T.S. 01 II II II II I I I I I I I I I I I I II II EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 Z Z O F-- J N0a Zwx TOP OF LOWER a X: w BLOCK WALL a #5 BAR DOWEL W/ STD. 90' HOOK TOP OF HIGHER BLOCK WALL �- #5 BAR DOWEL W/ STD. 90' HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR I II I BLOCK WALL HEIGHT TRANSITION DETAIL HURRICANE STRAP ®- EA. TRUSS - REFER \ TO FRMG. PLAN N CONNECT EA. TRUSS BOTTOM CHORD W/(2) 16d MIN COMMONS TOE -NAILED TO TOP PLATE SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ 12-10d X 1 1/2" AT EA. 1/2" GYP. BD. - PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. , STUD TO SILL PLATE W/ 12-10d 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 TOP OF HIGHER BLOCK WALL �- #5 BAR DOWEL W/ STD. 90' HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR I II I BLOCK WALL HEIGHT TRANSITION DETAIL HURRICANE STRAP ®- EA. TRUSS - REFER \ TO FRMG. PLAN N CONNECT EA. TRUSS BOTTOM CHORD W/(2) 16d MIN COMMONS TOE -NAILED TO TOP PLATE SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ 12-10d X 1 1/2" AT EA. 1/2" GYP. BD. - PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. , STUD TO SILL PLATE W/ 12-10d 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 W/ 2" WASHER AT 24" O.C. (MAX.) 5" EMBED FOOTING PERI I II I II I II I II I II I II I FOUNDATION PLAN 1 i 1-1 i 1-1 i ,- 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 STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN 3 SEC. BURST PER FBCR 2017 (6TH EDITION). ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD SOUTHERN YELLOW PINE #2. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,600,000 P51, M.C.=19% MAX.,TYP, 1 THE 2017 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 4" THICK WITH FIBER MESH AND/OR 6 X 6-10 10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE NAILED AT 6" O.C. MAX. SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE TO BE #2 OR BETTER GROUP 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 MASONRY UNITS SHALL MEET ASTM C90. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AS PER DRAWINGS. AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN ACI 53-99. f'm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.C. OUTSIDE THE CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. 9. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET - ANCHOR SIZE CONC. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" CDX 1/2" 3/4" MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN �8" 3�4" ; 7" 8" 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN HOLE AND/OR AFTER IS DRILLED ALL CONCRETE DUST MUST BE R90VED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 S BRACING 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. MIXED PER MFG. DIRECTIONS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" 12. MISSING DOWEL PLACEMENT: SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" NEW HOLE SHALL BE DRILLED 7/8" 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 -ROOF EDGE I ti�A O O I O EDGE - - - - - -- - - - - - - OI O lO RIDGE 4' O 2 ta ,Py 0 �0 I a 1O ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. r-2x6 P.T. FROM BOT. OF N mfuJ AI IL W1. MUM 1U UU.. U14L X EQUAL EQUAL " 1x6 I.T. 1/2" DIA L-BOLT 2x a (8" LONG) W/ 2" P., WASHER AT 32" O.C. MAX. M GARAGE DOOR OPENING iv ELEVATION GARAGE DOOR DETAIL i 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 1. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. 2. PROVIDE "H2.5" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES / \ AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" 8" X 8" X 16" - CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR 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 ALTERNATE TRUSS ANCHOR DETAIL N.T.S. MICHAEL C. ANDERSON, ARCHITECT OF RECORD --,- FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 ti Q) W �� CI wWQ4 co Qa� C/) N mow 0')�� O 44 to C)0) N W � 1 " J 0) A)X QL o z N _a � 0 N w z 0 N_ 0 _j co _jco0coN n,LL f mQLLrnV W W1-cg0 C) z �04F'o r-_ _ eM D_ W J LD H SHEET A 6mO CORNER \ FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE - FLAS TAPE FIN CORNER — WINDOW TOP — NAILING FIN SILL FLASHING TAPE #1—% SILL FLASHING TAPE #2 BARRIER WATER RESITIVE 1. CUT THE WATER RESITIVE BARRIER (1C) 1 ATER RESISTIVE 1 I !' / iST CUT II �_ T j I __ 1�4TH CUT, I I I �CUTTI I FROM EACH TOP UP I I I I CORNER AT A 450 I 1 + I ANGLE TO ALLOW THE 1 1 4501 1 WATER BARRIER TO 1 TYPI I BE LAPPED OVER THE FIN AT THE HEAD OF I I `2ND_ --` I I THE WINDOW. I I 1 L-_-__-----_-J 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (7¢" 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 THI HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ON WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) SHEATHING— I FRAMING EXTERIOR j I I I 1 I 1 I 1 I 1 I I I 2 I I I I I 1 I 1 I I I 1 L--- I ROOF SHEATHING 2x4 BLKG. 0 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 —� 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN TOE NAIL (2) 16d EACH SI. NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD �-- 2x4 BLKG. ® 48" O.C. BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' O.C. PRE-ENG TRUSSES ® 24" O.C. 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA. 2x4 45' CROSS BRACING TRUSS WEB MEMBER AT TRUSS MID -PT. AND AT 45' CROSS BRACING SCHEDULE 8'-0" O.C. (MAX.) 2x4 SPAN BRACING REWD. GREATER THAN 20 FT. SPACED 4'-0' D.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. POINTS (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM — 2x4 TRUSS BOTTOM CHORD BLKG, AT Y CHORD BLKG. AT 4'-0' D.C. REFER TO FRMG. PLAN — 7 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE - — (2) 16d COMMONS TOE NAILED EA. SIDE GABLE END SECTION @ HIP ROOF Y-Y PLYWOOD SHEATHING OVER WOOD TRUSSES 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA, REINF. FILLED CELL PER FDN. PLAN GABLE END SECTI❑N X-X 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 0 10" O.C. IN WOOD PRE-ENGINEERED ROOF TRUSS BOND BREAK 4 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2) LAYERS 15# (2)-10d NAILS FELT Ll r"-1 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. 17, SHANK 3/8" DIA HEAD FLASHING / CONTROL SEE PL N 1-1/2" LONG 0 6" O.C. JOINT ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT SOFFIT DETAIL "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT #V-144 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 SHINGLE SIDE VIEW 1_1 SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. 19 15/32' CDX PLYWOOD SHEATHING T-- 2x4 BLKG. @ 48' O.C. 1 1 1 GROUT SOLID AT TOP OF CELL ------- --�- SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING _ 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' D.C. -SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT �FFAT CSSEMENTITIOUS 2xWIPq. PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' D.C. 0 z 3/4" DIA. X 6" DEEP HOLE FOR �w #5 BAR SET IN EPDXY ADHESIVE I TOP OF 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 r w ' \ 3/4" DIA. X 6" DEEP HOLE FOR ci w #5 BAR SET IN EPDXY ADHESIVE ID 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 EDITI01 MICHAEL C. ANDERSON T^ ^ T r 1 ,, -:� FL. LIC. AR0017305 Lo w rn 04 O 0) W 0) N U�CD cz� o JU)thQ U) - L. co w z Q 041 W 7 C)N LL p J O � J m p co a 000II'0)U �w1-:(gC9 ZOUa�U BE`oU)z ri d W J I - SHEET A 6ml OCT a 12019 , , , i I -s a , FAN OUM _—FL LOW iMTAOS Uitfi I I i fr------------. - --� 6x6 UZOWCAL POW cr.� I Ar, 1 BX18 1,4X1.9 6X6 Lhm s R/A — — = — — — — — _ Jrwrnx l,64twow try s� ao N 6 40. Sawa WM SLV p ss x of &WSW ast�J r ap cm ` 18X18 _ 6 sucrrax R/A 4" rrorr — 6X6 . TR 6X6 rum tnme 60 N (1 TF • AlA I t ('11 � (` T\A/(l R 4l p G' n� �TQ n Ti � � � i. � ' ; i s ' _ .. A! }�' GE3L7LECi ti o W CO W N W NO I i=. ALL I RUbs YU WALL AND/OR l RUSS i U = LEDGER 0 CONNECTIONS BY BUILDER o G II NO o NOTED OTHERWISE m " iz(UNLESSN @ c a : t- N _ 6 N O1 m , NOTE. ALL CEILING DROPS BELOW BEAM ARE a a N ❑ c H a 0 ,L " BY N BUILDER UNLESS N @ @ NOTED OTHERWISE o 0 N. a E 2 d _ d � L t a @ c.Z 0 c F- N NOTE. THIS TRUSS P L @ LACEMENT DIAGRAM IS TO SHOW a.=.. .. o ... i a N N N C @ F >. E L _ a - O) TRUSS I.D.. D. AND TRUSS LOCA TION ONLY. THE BUILDING @ � cq a _ N N @ _ i _ O E N Q DESIGNER ISREPSONSIB w .. o 1 LE FOR THE STRUCTURAL ,, N y O +L+ T. _ G = L U STABILITY OF THE ENTIRE o N R STRUCTURE.REFER TO THE 2 0 a U G @ N INDIVIDUAL TRUSS ENGINEERINGN `DRAWINGS FOR zoo I GRAVITY AND D UPLIFT LOADS. mQ . � o @ r :mN _c 381 �NaG a a@aCaO@ 13 25 FOR BRACING &ERECTIONDETAILS REFER >,. a ... U U U U U U U U In TO'BCSI 03 AND/OR ENGINEER OF RECORD amLN p .E_ ao EL ma Io 0 . a•- v REPRESENTS THE LEFT SIDE m N � o g OF EACH TRUSS DRAWING` ¢ aci n a E a o Ed@ E J U G.. N 'o - c @ cs ,. N NOTE REFS L N 9 a UI R TO USP CONNECTOR '- N .N. rn $ N E w II rn F U N CATAL OG FOR INSTALL m 2 N _ o_ C3 1 ATION DETAILS _ ._ _ 8 BRG J _ a a a ._ a @ a c � L C 1A 3 JUS24 T' @ .......E , HD46 @ o� A . a H a T c N J � A @ a c p N JUS26 MSH422 ❑ C $A o ._ C 1 n _ J � � B J R E ❑ G N _ 9.4 BRG L� = w .. E _ � m , 8 CLG: THD26 _ _ MUS26 ^ @ o C K N T'•1 OI G @ X /I A13 ' _ C THD28 HJC26 N L � a D L T �3N .. 1 « a _ o- rn 1 a , 'I 8 CLG N a - yy 9 L THD26 2 v = a s E =p M U _ _ G .I �00 _ 3 ❑ s 12 CLG RE o @ RECESS 3 , o rn Al2 m @ i THD28 2 L a'$ N N C F N V ... @N @._ o' w N on N a /\7_ v- $ a _ O @ N JUS _ 46 � 2 � m vv o L E G P n G_ �+ a w L Al _ L m a o , I p _ p N 3 N F 8 _ HBB HANGER B BUILDER BB 2 K r Y I DER B .BEAM BY BUILDER _ p L N C ._v pply Y:I O 5 4, --,r c c.2`L.N;oQ c o @ c G N Al N ._ OI TC & B NOTE: LSTA STRAP ,-. o 0 Z LSTA12 , @ C a ❑ o E @ G m - INDICATED' ._ .. _ � TO BE USED IN a = 9 4 CL 8 T _ _ - N LSTA12 C o 0 Zt @ r � @ +' y .. ' , CONCORDANCE WITH . � ,. o._ @. @ a w m p ._ .. L... o , �. a A09 _w_ @ _ L ❑ N LSTA12 BC w .. N CORNERSET DETAIL o L r Zb @ ETAIL ❑ ... m 0 _ H a o 2 : y c L LOADING m c .- ROOF .FLOOR WIND LOAD @ w N E 0,0 @ _ 8 T - N: ❑ N X y U d C A08 a a @ , 1V L 20 L E OAD: 0 ASCE 7 10 ❑ @ a @L " o O U N 3 O .. _ L ❑ _ _ o 4 L _ 2 H 2 > Oa F U c ._ C N 1- 3 a DEAD L 1 c @ LOAD 0 0 1 0 B N A07 _ a N' V 0 LIVE LOAD 0 Residential - CAT II , y w @ o @ c 0 0 « 2 o o N L A05 � _ ppm�;=m t= U DEAD LOAD 7 0 Closed c p a, = E .. o 9:Q ti CID; - 2 C I o ...TOTAL LOAD 37 0 FBC 2017 RES i _ a A05 , L L N p DURATION FACTOR 1.25 ; 1.00 TPI 2014 �+, N i .NN..G g N A05 L� Naa o N m E DATE BY REMARKS d G.E p @ m a o. A05 8 CLG. o>a$@"ty« A06 m N ' b L (� . .. o E 4 N X A/ 4 X y E 8 o I N rn. N a d::2 E.`� U i d c.y. @.f- c ❑ od d, �._, ° A05 L. o o = v « _ _ ._ G C cn A05 _ rna omodo Z DRYER VENT -. , @ m EQ d 3v oN A05 ,, o > o N It is understood that above AP _ ° _ :__ o 6 " ❑ PROVED @ o ,` p o « conditions have been reviewed & p ❑ « = o N APPROVED = t are acceptable for the fabrication AS o = 3 .. $ p t ❑ oc�rn3 X V\ A NOTED o0o NBo 05 at trusseg,'elevations,pltches, a'- N I overhangs,/Y V REVISE AND 00 .� 0'o " N fascias;ceiling ❑ y w N a = @ € _,L elevations/pitches,'bearin RESUBMIT 2 6� o� a E° g. g,N @ E_O w ro A05 conditions & all'detail ertainl " o L $ " ° P n9 REJECTED rn ii 2 d F c o 0 C G v� s _ to this truss placement plan. No U, o N a _ ,,, ¢ ' U N V. ❑a 00, back charges will be accepted ; N p a o G, w A05 cm >Nca�m Without previous approval DA E p N 9 � _._ , @ = from an A-1 Roof Trusses E � a o a - s ° representative. M _ 2 @ a = A05 p REVIEWED BY = g 00 ; 3° o x mac. oo❑oo Qo PLAN DATE ARCH. / / STRUCT. / / n o :rn o o a C p..@ P'04 a I II CUSTOME RENAR HOMES 2 A 9 4 CLG. _ `oco: >:d c y i'_.�.as A03 u° @ra_9mE°a,a'� 1 11 CLG _ JOB NAME BERMUDA 1674 62 � -o'= ° o c � r o ❑ A02 2 104 N' OPTIONS = s L ;� a u A01 ) $��rna N CO2 p�Logaa@°o _ TOP O BE 1' COMMNTY' N N ❑ a « MORNINGSIDE \LOT 13 B06 8 CLG. N ` /LOT # g °, @ o �, y t CO2 CITY FORT PIERCE I _ °moo ` = L Boy , - Digitall signed b a= C € o N Ilk i COUNTY " PORT ST LUCIE o N = a .° @ = N « col ., , Manuel MartinezBLDG BLDG - • 1t:ali GARAGE'R _ m ti m �; Q'a' ..,-�0�9.®7.2� <TYPE o-Erw �{7 CJ1 C 1 ° r,.,:., ` # E 8 c a m w F J y M0 11 [^y100 N.O L: 3�..=.O % �' ✓u' „:E t i JOB MASTER WRMSBM1674132 y ❑ y a y s @ • No, 047 � / , 77822 $ ❑ ❑ @ P L 2 c m ry y jf� ,• atr . i # o U 1-�I��w 'V~ O V O ./• r' �. I•m_. _IM_, gym_. Im—. .m—. 1m—. ti �' .5b . k �^ E.. C .N. C 'O @ DRAWN SCALE «« o y, d oa o 2 c o �3'S"� 4'10" .r : 3'5" r 6'411 >F 20' C3'a - DATE � _ T = y E ` r O_ a ,_ r 7/24119 0 m e n° i :m c 38' BK NITS d> m E d m 6 _ ky ❑ m -:;\ r ".,+'srti.xvay�d;.;-,.-•`a -^•r o a.L.y o,E.s...� N �.. �/A X " I N "aIW[I A # U L ,. @ o r r 5EF6A5FB3 18128C781D52B44EACE5CA 2�ROOF@'o a a� (D OCTAJ N TRUSSES- $II ZO ° " a / I I.Pto ■ ° •r A LORIDAGO h c 8 o v 9 2 v o -_ •. Ph 772-409-1010 / Fax 772-40 .__ p .__ a hftp://www.altruss.com m c r W° E� c o p F@ waaa.__$ i