Loading...
HomeMy WebLinkAboutPermitting Plans (2) PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 82 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: PLAN REVIEW REVISIONS OPENING PRODUCT MODEL# MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN ID APPROVAL PRESSURES 3068 FIBER-CLASSIC HEAD:1/4"X 3-3/4"TAPCONS SPACED 3"FROM CORNERS,3"&6"FROM MULLION. JAMBS: EXTERIOR SWING DOOR THERMA-TRU 3/16" TEMPERED 1/4"X 3-3/4"TAPCONS SPACED 3"FROM CORNERS,14"O.C.MAX. SILL:1/4"DIA.X 2-1W' W/ SDLT. SMOOTH STAR TAPCONS SPACED 3"FROM CORNERS,3"&6"FROM MULLION. FL15225.5 +40.0 - 40.0 PSF STEEL TRACK BRACKET TO WOOD:5116"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 MASTER PLAN REVISION ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) 8-20-20 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6"FROM CORNERS,17"O.C.MAX. JAMBS:SPACED 6"FROM CORNERS,17" O.C.MAX. SILL:SPACED 6"FROM CORNERS,17"O.C.MAX. FL15332.6 +/- 40.0 PSF (MIN) ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) O WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 4 ANCHORS, JAMBS:6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) B O WINDOW 1 " ANCHORS 3"FROM CORNERS,HEAD: 3 ANCHORS, JAMBS:6 ANCHORS \85 SH MI WINDOWS AND DOORS 1/8 ANNEALED FL17499.2 +/- 60.0 PSF (MIIN) W w Q4 � °- ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) O t CO WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 3 ANCHORS, JAMBS:6 ANCHORS N 1J FL17499.2 +/- 60.0 PSF (MIN) Q NOT USEDALL w �~ � O E rr N.EMBEDMENT) Q) ANCHORS 3"FROMOR ERS S ACEDS ARE#8 WOOD SCREWS(12"M XI HORIZONTALLY AND VERTICALLY ~ WINDOW 185 SH MI WINDOWS AND DOORS 1/8 ANNEALED FL17499.9 +/- 55.0 PSF (MIIN) q �' ALL ANCHORS ARE 48 WOOD SCREWS(1-1/4"MIN.EMBEDMENT) F WINDOW 1 •r ANNEALED ANCHORS 3"FROM CORNERS,SPACED 12"MAX.HORIZONTALLY AND VERTICALLY O 85 SH MI WINDOWS AND DOORS 1/8 FL17499.9 +/- 55.0 PSF (MIN) L �W O GLASS BLOCK 8"X8"X4" MULIA, INC. PROVIDE LADDER REINFORCING&WALL TIES AT ALTERNATE LAYERS,PROVIDE(2)1/4"DIA. W C)TAPCONS AT EACH WALL TIE WITH 1-1/4"MIN.EMBEDMENT NOA 18-0129.17 +/- 90.0 PSF (MIIN) t� QI ALL ANCHORS ARE#8 WOOD SCREWS(1-1/4"MIN.EMBEDMENT) �•J O WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,SPACED 12"MAX.HORIZONTALLY AND VERTICALLY - FL17499.9 +/- 55.0 PSF (MIN) O ALL ANCHORS ARE#6 WOOD SCREWS(1-1/4"MIN.EMBEDMENT) I� O FIXED GLASS 185 PW MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,SPACED 12"MAX.HORIZONTALLY AND VERTICALLY FL15349.5 +/- 55.0 PSF (MIN) ALL ANCHORS ARE#6 WOOD SCREWS(1-1/4"MIN.EMBEDMENT) Q FIXED GLASS 185 PW MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,SPACED 12"MAX.HORIZONTALLY AND VERTICALLY FL15349.5 +/- 55.0 PSF (MIN) 30#ASPHALT _ TAMCO BUILDING 30#FELT,APPLIED SINGLE FASHION,PARALLEL TO AND STARTING FROM THE[AVE AND LAPPED 2",FASTENED WITH 1"ROUND uO UNDERLAYMENT SATURATED « >> PLASTIC CAP,METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEA•HING WITH 2 STAGGERED ROWS IN THE FIELD OF LO ORGANINC FELT PRODUCTS, INC. THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12"O.C.,AND 1 ROW AT-HE OVERLAPS FASTENED 6"O.C. FL12328.7 rn - N _ GALV.ROOFING NAILS,11 OR 12 GA.,WITH AT LEAST 3/8"DIA.HEADS,LONG EIOUGH TO LLI N TAMCO BUILDING PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"AIOVE BUTT ASPHALT SHINGLES HERITAGE PRODUCTS, INC. "> EDGE,APPROX.1"&13-1/2"FROM EACH END&1/2"ABOVE EACH CUTOUT. FL18355.1 _I rn w j "T PROVIDE T-NAILS AT 12"O.C.IN F-CHANNEL SLOT ON MASONRY,PROVIDE TRINNAILS _ o c'M Q AMERICAN CONSTRUCTION ATTACHED THROUGH _ ¢ Lt_ o HR UGH FASCIA AT 16"O.C. EXTERIOR SOFFIT ALUMINUM SOFFIT « » FL12019 - u N MATERIALS +/- 50.0 PSF (MIN) Z > - o LL 0 m0000 ALL ANCHORS ARE 114"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) = Q O U HURRICANE SHUTTERS 28 GAUGE GALV. EASTERN METAL SUPPLY SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART FL 22270.1 PER MANUF. W H- � m STEEL STORM �� PANELS SPAN CHARTS 0 ¢ ti U ti - � � U) z TABLE R301.2(1) 04O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA c~M EL GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN COMPONENTS AND CLADDING WIND PRESSURES PER W 9 I have reviewed the above product approval _J SNOWLOAD Speed° Topographic DESIGN r Weatheringo Frost line° Tennite` DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL PROJECT & CODE DATA "•' (mph) effectsk(NA) CATEGORY depth TEMP REQUIRED INDEX TEMPS information and approved it. 2017 FLORIDA BUILDING CODE � N/A See Fig.R301.2(4) N/A Negligible N/A Very N/A N/A N/A -++__ USING INTERIOR ZONE COEFFICIENTS Heavy Name: ForSl: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447m1s. *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE AREA OF OPENINGS DESIGN Signature-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 ' (SO. FT.) PRESSURE from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652. d I'? O J` b. Reserved. TYPE OF CONSTRUCTION: CBS X FRAME Certification Number: f/-[[ I 0 to 19.9 27.7 PSF / -30.0 PSF PROJECT C. Termite infestation per Figure R301,2(6)is"very heavy." �y 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 ys 20 TO 49.9 with Section R301.tdooe deli BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED v�2 q,l 26.4 PSF / -28.0 PSF e. The outdone 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, Date: Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. 50 TO 99.9 24.7 PSF / `27.0 PSF N O• 17-015-054 f. Reserved. ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH r �+ g. The applicable governing body shall,by focal ftoodplain ftoodptain management ordinance,specify(a)the date of the jurisdiction's entry into the National Flood i OO TO 499,9 23.5 PSF / -25.0 PSF 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 DATE DRAWN 8-20-20 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. NOMINAL DESIGN WIND SPEED: 124 MPH 500 AND ABOVE 20.6 PSF / -22.0 PSF DRAWN BY MCA l. Reserved. -I. Reserved. k. Reserved. BUILDING CATEGORY: II DRAWING INDEX USING END ZONE COEFFICIENTS BERKSHIRE 2177 B2 NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES EXPOSURE: B AREA OF OPENINGS DESIGN WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS CVR INDEX/ PROJECT INFORMATION (SQ, FT,) PRESSURE LIVING 2177 SQFT 18 THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE INTERNAL PRESSURE COEFFICIENT: +/- 0. A-1.0 FOUNDATION PLAN 0 to 19.9 27.7 PSF / -37.0 PSF GARAGE 367 SQFT SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. IMPORTANCE FACTOR: 1 A-2.0 FLOOR PLAN 20 TO 49.9 26.4 PSF / -34.0 PSF NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE MEAN BUILDING HEIGHT: 23' A-3.0 BUILDING ELEVATIONS 50 TO 99.9 24.7 PSF / -31.0 PSF LANAI 120 SQFT REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE ' OVERHANG: 1.33 FT ROOF PITCH: 6 /12 100 TO 499.9 23.5 PSF / -28.0 PSF FLAME SPREAD INDEX OF NOT MORE THAN 200 AND - A-4.0 ROOF / FRAMING PLAN 500 AND ABOVE 20.6 PSF / -22.0 PSF ENTRY 28 SQFT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 COMPONENTS AND CLADDING WIND PRESSURES: A-5.0 ELECTRICAL PLAN AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) TOTAL 2714 SQFT THAN 450. A-6.0 WALL SECTIONS / NOTES --_ Arnc VENTILATION CALCULATION: SHUTTERS: YES X NO A-6.1 WALL SECTIONS/ NOTES CUBIC VOLUME OF ATTIC AREA = ,564.0 SO. FT. IMPACT RESISTANT ASSEMBLY: YES NO X MICHAEL C. ANDERSON CONDITIONED SPACE _ VENTILATION AREA REQUIRED = 1.564.0 SO. FT. / 150 (F.B.C. R806.2) - 10.43 SO. FT. A-7.0 INTERIOR ELEVATIONS 19,593 CUBIC FEET PARAMETERS: ROOF LOAD: .A-8O LINEAR FEET OF 16" WIDE SOFFIT = 193.4', 12" WIDE SOFFIT - 10.7' HVAC PLAN SQUARE FOOTAGE OF SOFFIT - (193.4' X 1.33') + (10.7' X 1.0•) - 267.9 SO. FT. TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SO. FT. SHEET VENTILATION PROVIDED: BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF SOFFIT VENTILATION PROVIDED = 267.9 SQ. FT. X 11.74 SQ. IN. / SO. FT. X 1 SQ. FT. / 1" SQ. IN. = 21.84 SO. FT. (NON-CONCURRENT) VENTILATION PROVIDED = 21.84 SQ. FT. > VENTILATION REQUIREDQUIRED -= 10.43 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE , / FLOOR LOAD: MICHAEL C. ANDERSON, ARCHITECT OF RECORDFL. LIC. AR0017305 ��' TOP CHORD: LIVE LOAD: 40 PSF DEAD LOAD: 10 PSF 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 �;; ' -= ~ •,_ w CVR f (772)418-2118 BOTTOM CHORD: LIVE LOAD: 0 PSF DEAD LOAD: 5 PSF PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) JL: LIC'AR . l7'305 PLAN REVIEW REVISIONS 6x6 - 10x10 WWF I -OUTSIDE LINE w CONC. OR FIBER MESH i OF EXT. WALL CONC. 6x6 - 10x10 WWF SLAB I 1 1/2" MAX. SLAB OR FIBER MESH I MASTER PLAN REVISION SLOPE -- 8-20-20 GRADE �' --------1_----- ,� � --- GRADE I 2-# 2-#5 3-#5 R BARS BARS 8" 1'-8" BARS 1,_8„ BA S a d 8" » 8 1 -4 r 1 -4 DETAIL DETAIL AA DETAIL ti J s v 1 w 6x6 - 10x10 WWF �✓ / 6x6 - 10x10 WWF �7 5 8" OR FIBER MESH ' OR FIBER MESH CONC. Q CONC. 8" SLAB N CONC. SLOPE r� N SLAB O `r CONC. SLAB 1'-0" "`� V12 ARIES -- -- GRADE SLAB > -- �-'- - o _ --- --3� 5" + I 2- L t 3--#-- - GRADE \q �# GRADE BADS BARS I BARS » oI d _ 12"(MIN) r„ O �' 8 BARS o d BELOW 20" V O Q 2'-0" 1 -8 _I _I 8"1'-4" � q �t C DETAIL DD DETAIL D DETAIL F DETAIL 36" SQ. X 16" DEEP CONC. 1 1 1 1 FTGS. W/ (4) #5 EACH WAY 38'-0" Q4 14'-2" 15'-0" 8'-10" 7 5/8" (BLOCK _ 5 1/2"„ FRAME CONC. 1-#5 1-#5 N 7 5/8 BLOC w W Q) r. -� r SLAB BAR CONC. BAR CONC. W CONC. -'K SLAB w SLAB i a w SLAB ! > L ■ L ■ — J _ G I I 494 8„4-'I` I �„ I i 3-#5 „ ' ' 1,_4» 2-#5 �+ I 1 L —I J •I�-� < Li. BARS 8 BARS Q) G G _ 1'-8, 1 TV-)Jl 1 1 G DETAIL H DETAIL JJ DETAIL - S.G.D. J DETAIL - S.G.D. I ao 1 1 1 1 „I 6'-4" 6'-10" 1 - 5'-2" 6'-0" 3'-2" 4'-6" 4'-8" B I I HB C ■ ■ ■ ■ ■ ■ ■ ■ CONC. 0j SLLAB 8„ VARIES 8" 2" V.T.R. j Lo SLAB � ----- r------- _ RECESS SLAB REF. �I 2-#5 --- ---- too I AA 0 -0 JJ FOR S.G.D. I d BAR SHOWER 1 REFERENCE 1 I 4�J1'-4"�4" M RECESS 2ND FL. BATH ~ rn ■ AA FINISH FLOOR AA ■ LAV. co 11 co o I 1 1 _ K DETAIL L DETAIL 2" V.T,R. 2» _ Q u- co O N��� TUB z �-W o r- `f I 4" 2500 PSI CONC. SLAB W/ 6'-57/8" I d :`` ap O ao c0 FIBER MESH, AND/ON 6X6-10/10 - " 1 r ■ 0 3 W.C. Z ti �i WMM WITH MIN. 1 COVER ON 6 ''� SINK W/ ■ Q rn U MIL. POLY VAPOR BARRIER OVER i DI P. ( w co m TERMITE TREATED COMPACTED I DW 2„ 2" V.T.R. WASHER ' UO Q U CLEAN FILL. r , I LOOP SINK JI, 2„ W IIIH W Lo 16 -9 LAV. —I (—I I in PIPE SLEEVE KITCHEN LAV I� 3 �99 � a) O II I (DIA. LARGER J N _ a z) THAN PIPING SINK D•W F.D. co a- ■ - - - — _ - - - - - - — <w THRU FTG. 2ND FL. W 3'x3' CONC. Wd• I I N>I 4 3" MIN. MASTER BA 2 A/C PAD r I � FTGPER 2 L V. 4" CLEARANCE BTWN. DEPTH UB ti DETAIL ao � AC � � C I =� SLAB EDGE AND PIPE � 3" MIN. 3"MIN. _ 2 3" CON D I 1 I-I I \ I N SH WR.3„ M I I I I FOOTING & W.C. I N 17'-8Y" 00I - REBAR BATH 2„ TRANSITION PROJECT0 LAV.00co CURB `r ( DIAGONAL IAGONAL » WC. 19'-03 PIPE THRU 3 NO. 17-015-054/4 24"x24"x16"DP. PF FTG. DETAIL DISTANCE 2 ' CONC. PAD FTG. I DATE DRAWN 8-20-20 ■ I DD W i I W/ 3-#5 BARS E.W. `i 1 DIMENSION FROM 3" DRAWN BY MCA I I I u INSIDE CORNER ' o I , L BERKSHIRE 2177 B2 OF FORMBOARDS A INDICATES C.M.U. CELL FILLED-/ AC = 51 — 5 3» CLEAN LIVING 2177 SQFT I I W/ CONCRETE AND (1) #5 VERT. , „ 3" MAIN OUT REBAR CONT. FROM FOOTING - BD = 51 — 5 GARAGE 367 SQFT _ TO TIE BEAM (TYPICAL) �j HB ■ I I ( I "' DIMENSIONS ARE I AA ROUNDED TO THE TO SEWER LANAI 120 SQFT F SLOPE DOWN 1" I I BB c� 1 I CLOSEST INCH OR SEPTIC TANK AT GAR. DOOR I I 1 ENTRY 28 SQFT o _ _ oI I 1 2» t 5'-0" 4'-4" 5'-2" 3'-8" I -q. �, � SCHEMATIC PLUMBING RISER — — — — TOTAL 2714 SQFT ,_ N TS ■■■ N mono ■ ■ ■ ■ ■ ■ ■ ■ CUBIC VOLUME OF MICHAEL C. ANDERSON CONDITIONED SPACE _ , 169-09# I -1 I G AA D o 19,593 CUBIC FEET 6" G6 SHEET ' FOUNDATION PLAN 18'-10" 7'-0" 12'-2" MICHAEL C. ANDERSON, ARCHITECT OF RECORD �1��� pvYey+6 38'-0" FL. LIC. AR0017305 � _ f 01 SCALE 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 ;. . ----- 1m0 24"X24"x16" DP. �^ (772)418-2118 r _. CONC. FTG. W/ v PLANS DESIGNED TO MEET THE REQUIREMENTS OF 3-#5 E.W. THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL.�Lic -Aftreu-7305 - ;,; FORM AND POUR 8x8 CELL PLYWD. GUSSETS AT 8x8x16 KNOCKOUT EA. SIDE 8x8 CELL LINTEL BLK. COURSE CONT. #5 BAR IN LINTEL TOP COURSE 2ND FLR. BRG. WALL HT. VOID IN NBLINTEL O FORM CO RSE #5 BAR HOOK INTO WINDOW SCHEDULE DOOR SCHEDULE PLAN REVIEW REVISIONS REINF. FILLED CELL TO RUN VENT STACK LINTEL COURSE PLAN ABOVE LOFT o O SIZE FRAME AREA U FACTOR SHGC Q REMARKS 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS VENT STACK AT DINING RM. 1 52.125"X62"X52.125"R 3068 W/ (1) 64"X7" EXT. DOOR 7" TO FACE 00A 35 SH ELLIPSE X55.017" LEG .55 •22 1 MUNTINS 1 .19 .05 1 FORM AND POUR OF 2x12 12 W. SIDELIGHT 3.1 S.F. MUNTINS IN SDL TOP OF BLOCK 8x8 CELL AT LINTEL COURSE +8'-8" A.F.F. w 2x12 N TOP OF B 35 SH 22.4 S.F.' 2» 55 .22 40.08S.'F. 1 2 6068 S.G.D. .55 .25 1 EXT. DOOR MASTER PLAN REVISION 2 D FIN. FLR. I 8-20-20 8x8x16 KNOCKOUT 00C PR. 25 SH 36"X62"X2 31.0 S.F. 49 .24 1 MULLED 3 2868 SOLID CORE GARAGE DOOR 1 LINTEL BLOCK TOP COURSE a FILL W/ CONIC. & 1-#5 BAR w _ Ln D NOT USED 4 2868 3 INT. DOOR WINDOW `" ROUGH Y 4050 SH <EGRESS> 47.375"X59.625" Qi OPENING REINF. FILLED B GARAGE TOOR PWDR. o E (FRAME WALL) 19.6 S.F. .55 .22 2 5 2668 6 INT. DOOR BLOCK CELL EA. VERTICAL VENT ,�� ROOM o F 3450 SH <EGRESS> 39.375"X59.625" .58 .24 2 6 2468 - INT. DOOR STACK BILK. CELL O 69 (FRAME WALL) 16.3 S.F. 3 [T, W o FOYER STORAGE o G 4'W. X 3'-4"H. 48"X40" co DEFAULT DEFAULT 1 7 1668 BIFOLD INT. DOOR �; co INDICATES VERTICAL BELOW STAIR GLASS BLOCK 13.3 S.F. ^, VENT STACK CELL VOID- J TOP OF SLAB H 2040 SH 23.375"X47.625" 55 .22 2 $ 2068 BIFOLD INT. DOOR "~ � ^� Q USE 8x8x16 PLUMBING 3 [� 0% BLOCK OR KNOCK OUT (FRAME WALL) 7.7 S.F. �I o SIDE WALL OF 8x8x16 1 1/4" DIA. HANDRAIL 36"W.x54"H. FIXED 35"X53"X28.52"R \~ STANDARD BLOCK 5'_17/» TOP 32" ABV. LEADING 1 X47" LEG •47 •24 1 12 LITE 9 4068 BIPASS 3 INT. DOOR q 8 12 -6 GLASS (FRAME WALL) T TOP OF SLAB DIST. TO FACE EDGE OF TREAD C/) �� (15) TREADS AT 9.5" EA. � � +0 -0 A.F.F. VENT STACK TO OF FIRST RISER 24"W.x24"H. FIXED 22"X22" W � O HALL BATH ABOVE FOYER STAIR ELEVATION K GLASS (FRAME WALL) 3.4 S.F. 45 .26 1 TEMP. 10 16070 OVHD. DOOR 1 GARAGE DOOR OMPLY 11 2-2668 1-LITE DOORS Q) VENT STACK DETAIL AT DINING RM .cr 1 WITH OSTANDARD SBUILDING CODE WIINDLOAD AND, ANDGARAGEDOORS SHALL CEMERGENCY 1 W '[� N ^� EGRESS REQUIREMENTS. C�d Q4 Qq 38'-0" �I "y 30" 14'-2" 15'-0" 8'-1091 RAD. 0 Q) Q OPEN I u. 0 a ■ BOT. PRECAST LINTEL ■ C� +7°-4" A.F.F. LAN Al WALL LEGEND � I 8'-8" CLG. I o 38'-0" INDICATES INT. BRG. 6'-0" I 12'-4" A f H 0 P N G. 6'-3y" HT. PER PLAN 1z I BTWN DINING/BKFT. +T-4" I 3'�' „ 7'-1" (3) 2X4 STUD NpAMINDICATES PLANT HDR. HT. O 2 HB COLUMN AT +6'-8" HDR. HT. O +6'-8" F COLUMN AT UD SHELF HT. PER PLAN O CORNER (DHDR. HT. HDR. HT. O CORNER INDICATES TOP OF LO ■ ■ ■ ■ ■ ■ ■ ■ ■ BLOCK ® 8'-8" AFFLO 5 SH. \ 12'-10y2" 12'-7" 12'-3" �^ IENDICATES SECOND ERIOR FRAME WADS W 2X4'S N REF. \ _ AT 16" O.C. / CD VENT \ W � � ■ BKFT. ® 10 -0 ■ MICR W VE \ ~ 00 8'-8" CLG. 00 TO N ' ~ 2 M a I O —EXTERIOR `�� M. 13R.4N BR.2 'N ct _ U- CO o KIT. VG' VAULTED o o N w p FAM. _ y�� 8 CLG. 8 CLG. I LL J o d 8'-8" CLG. FLAT BARTOP W r' 8 -8 CLG. F w \ N Z m O ti N I \ � J N I 2x4 KNEE WAL1 I SINK W ■ 11�0Z ■ BELOtl� I 1 DISP./ `N \F '-6Y2" NOTES. w `� m i \ AC DUCT CHASE H � 36" AR�i 1 I DW I \ O O O TO BELOW ^ 1. WOOD STUD SPACING: (UNLESS OQ Q ti U 4 OPNG. 1 I O O o0 \ 3 OTHERWISE NOTED ON PLANS) uj Z) � ----- --- -- \ °N 2,-8"1 11 /4" -11"51_13/4, EXTERIOR FRAME WALLS AT 16" O.C. G j Z -� ------------ --- \ O -INTERIOR FRAME BRG. WALLS N O Y AT 16 O.C. 00 8 -6 '-6' 0 I R/S �- ti m 16'-4%" 00 5'_5„ 1 14'-107/" a z SLOPED CLG. _ '� i�w< -INTERIORS FRAME NON-BRG. WALLS M W ■ M 8 c~i>> AC SUPPLY BACK WALL, HT„ 5 >� AT 24 O.C. J 3 VENT STACK i� +6 -6 -KITCHEN CABINET WALLS AT 16 O.C. W TO BELOW SH. R/S iv F- TO HALL LL ciBATH ETAILBV ■ 12'-10�2" 0 5'-1 O" 3'-5y2" 6'-2 2" 0 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE a0 AC HT. +8 G. A8 -loci B D WN O UNLESS OTHERWISE NOTED ' I O 00 00 I 00 I COND 00 » I 1 >� » c O 1 3. CONC. BLOCK WALLS ARE DRAWN 2x8 WALL N +�' DINING +7 -4 7 -111/2 2 -4 2'--5" = I X I I » �X.'d M M X 7 5/8 WIDE UNLESS OTHERWISE NOTED M ■ STOR: 0 8'-8" CLG. HT 8 ¢ N I � � I O5 8'-9" `� O ►� BELOW O I CLG. 4. TOOL CONC. BLOCK JOINTS INSIDE PROJECT O°= STAIR 5 5 Q o �' N L s +6'-8" GARAGE WALLS (BRUSH & CLEAN) +^ BRG. WALL ■ '� 36" -J M 8 SH. af o Q a - HDR. o^ 6 T. +8'-8° OG TUB < yy, �'' _ 8' CLG. R/S i� HT. 5. DOOR & WINDOW ROUGH OPENINGS NO. 17-015-054 6 18'-43/8" °�' 3'-2" 15'-23/" +6'-8" w 5 SH. SHALL BE PROVIDED BY BUILDER 8 HDR. Z_= 5 2"-) 4 36"H. 2x4 O N DATE DRAWN 8-20-20 o �d HT. Y . ao Q � KNEE WALL 6. TOP OF TYP. BLOCK WALL +8'-8" b) 00 °' - T.R. SHELF ,I W/ WD. CAP 3,-13/4" 5'-103/q BERKSHIRE 2177 B2 GARAGE 1 RYER I - 2 UNLESS OTHERWISE NOTED 8'-8" CLG. N X-3 ' M.BAT ABV % O5 7. HEIGHTS ARE MEASURED ABOVE WALL L �� I 7"W. FLAT SOFFIT 04 ■ 8' CLG. (2)R/S 3'_ TOP OF FOYER SLAB LIVING 2177 SQFT WD. CAP _I I BOT. +7 8 2'- " 9'-0" N 8. SEE STRUCTURAL NOTES FOR 1 1/4" I LIVING "� ) 8' CLG. ^ v ADDITIONAL INFORMATION HANDRAIL = ( " N GARAGE 367 SQFT ■ 8'-s" CLG. I 5 -4 .� _ �. BR.3 � HB UP d 3» ao co _ 8' CLG. LANAI 120 SQFT o� 0 FOY. a, I I VENT 1 5 SH OPEN TO 1 vL OPEN TO ABV. I I - 7 ■ STACK 3'-3 • 4'-6 © 1 BELOW Q, 11 -8 ENTRY 28 SQFT 0 I I 7'-3�2" ( 11' 0/8" 2 0'-10 °' � 7'-p" 2 I �� J TOP OF 2X8'S @ 16" O.C. LO 1 p oL I I O ,�,� SHELF v AT FRONT OF TOTAL 2714 SQFT ■■■ ■■ ■ ■ 0 ■ � ir)ir R/S _ 7R�S ENTRY _ - M.T ■ ■ ■ P.C. HDR. +T-4" +s'-8" _ CUBIC VOLUME OF P.C. HDR. [ENA 4 -0 H +6 -8 s -g MICHAEL C. ANDERSON TR I 7'-4" HDR. HT. _ (3)2x4 STUD HDR. HT. O O O O \(3)2x4 STUD CONDITIONED SPACE _ o » » +7'-4" » >� HDR. HT. R. HT. DR. HT. -8 16 -0 2 +8,-8 " CLG b COLUMN AT �> » COLUMN AT 19,593 CUBIC FEET 4 -4 I 12x12 C.B. 1 CORNER 5 -6 7 -6 9 -4J'4 9 -5/4 6'-299 COLUMN � CORNER ■ - - - - ■ 18'-10" 7'-0" 12'-2" '-o" 0 3s'-o" SHEET kk 18'-10" 7'-0" 12'-2" SECOND FLOOR PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD U A 1140 38'-0" FL. LIC. AR0017305 SCALE 1/4" = 1'-O" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 - ` = _uw A 2mO 12"W. ARCHFFIT -J PER SOELEV. FIRST FLOOR PLAN (772)418-2118 � ^^ � PLANS DESIGNED TO MEET THE REQUIREMENTS OF SCALE 1/4" = 1'-0" THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) -F LIC:AR0Q47305- -_ PLAN REVIEW REVISIONS 12 61 A �____�____ _ TOP OF PLATE MASTER PLAN REVISION . NOTES: +18'-0 3/4" A.F._F. 8-20-20 CEMENTITIOUS COATING ON LATH -co 7/8„ 1'-0" 1'-0" ■ _� b 1. WALL FENESTRATION PER FBCR 2017 703.4 o I oTOP OF SECOND ul 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, E.J. FINISH FLOOR FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF _______ +_10'70�4=A._F.F. ROOFING CEMENT. CEMENTITIOUS COATING i TOP OF BLK. O O 0 = O ON BLOCK ❑ +8'-8" A.F.F. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1 X F—I C,4 04 BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. r- 3c i I w FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW _ TOP OF SLAB 14- co ;� WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). -—-—- - - ,-l- - +0'-0" A.F.F REAR ELEVATION �' o OVERHANG SEPARATIONS W o q 12 61 q o I A 1x3 OR 1x4 P.T. BUCK SET IN ~ i TOP OF PLATE A SEALANT AND NAILED ALUMINUM FRAME rr^^ O v1 -—-—-—-— W/1-1/2" CASE HARDENED FASTEN THRU BUCK W/ f —_—_---_—_— _— ---_—_—_ _—_—_ _1--- +18'-0 3/4" A.F.F. - _ _ _ 311670 1 4 TAPCON [Ell _—_—_�--r---- —- - C01! NAILS AT 12" 0/C. / " o = - MAX. SCREWS 024" 0/C c� 0 = MAX. IN PREDRILLED ALUMINUM FRAME "y I HOLES BY MANUFACTURER CONC. OR MASONRY SECURE FRAME TO SILL TOP OF SECOND 3 o PERIMETER CAULKING \ _ _ FINISH FLOOR = W►TH SILICONE rT, O - ---- - —_—_ _ a' °' .'40� CEMENIITIOUS FINISH CAULKING "'vl E.J — — +10'-0 3f4" A.F.F. ---__---__ ------ ----E�----- CONC. OR MASONRY �. TOP OF BLK. DRYWALL BOARD 1x3 OR Ix4 P.T. BUCK SET IN ENTRY ~ +8'-8" A.F.F. CAULKING SEALANT AND NAILED °. . :da :flo°0 "- � CEMENTITIOUS 3= CEMENTITIOUS COATING " ALUMINUM FRAME W/1-112 CASE HARDENED BEYOND ENTRY -COIL NAILS AT 12 0 C. C� I o ON BLOCK FASTEN THRU BUCK W/ / COATING ON 3 0 BEYOND 3 16 0 1/4" TAPCON MAX. BLOCK r = / PRECAST OR POURED SCREWS ® 24" 0/C SILL _ _—_ _____—_ _ _—__ TOP OF SLAB _ MAX. IN PREDRILLED PERIMETER CAULKING - - - - -—- - - HOLES BY MANUFACTURER PERIMETER CAULKING DRYWALL BOARD CEMENTITIOUS FlNISH CAULKING RIGHT SIDE ELEVATION LEFT SIDE ELEVATION HEAD DETAIL JAMB DETAIL SILL DETAIL 1/8'. = 1'-o" 1/8" = 1'-o" WINDOW WINDOW WINDOW RIDGE HEIGHT Lo +27'-0" A.F.F. rn STUCCO FINISH C) 0 `l 12 PERIMETER CAULKING W (V 6 CONC. OR MASONRY F- � ti lx4 OR lx6 P.T. BUCK SET IN W SEALANT AND NAILED cM X 6" SQ. RAISED BLOCKS W/1-1/2" CASE HARDENED ° Q Q W N 16" OVERHANG (PROJ. 3/4") WITH 2" J '' 00 oob MAX.COIL NAILS AT 24" %. z — o clq SPACE BETWEEN 0 DOOR FRAME _j m o TYPICAL UNLESS 4 RAISE O FASTEN TO SILL W/ co O ti co OTHERWISE NOTED TRIM (PROJ. 3/4") x I" SCREWS 4" RAISED DRYWALL BOARD 0 2'-0" O/C Q W Ci V CAULKING W F. co m O O O TRIM (PROJ. 3/4") 0 ----- -^_ --_-- DOOR FRAME FLOOR COVERING U w ti U ,L TOP OF PLATE FASTEN THRU BUCK Wf H - .ox A O j ti +18'-O 3/4" A.F.F. W/3-1/4" x 1/4" (MIN) o00 o O W TAPCONS AT 24" O/C. MAX Lo U) Z IN PREDRILLED HOLES GROUT BED N O BY MANUFACTURER ti = _= CONCRETE SLAB coCL W �I Z= JAMB/HEAD DETAIL SILL DETAIL uj CEMENTITIOUS COATING r (S G D) - (S G D) ON LATH 8"W. RAISED 0 � TRIM (PROJ. 3/4") 6 ~3:: TOP OF SECOND _ ___ _i-__ _ -_-_-_-_---_-_- -_ FINISH FLOOR_ lx6 PT. BUCK SET IN DOOR THRESHOLD SET +10'-0 3/4" A.F.F. CONC. OR MASONRY SEALANT AND SECURED W/ IN BED OF CAULK & " �+ TOP OF BLOCK T 3/16"DIA. T CASE HARD NAILS 0 12 O.C. (MAX) FASTENED T SILL W/ PROJECT TAPCONS- CEMENTITIOUS COATING 5"W. RAISED +8'-8" A.F.F. ® 18" 0/C ON BLOCK TRIM (PROJ. 3/4") PERIMETER CAULKING NO. 17-015-054 FLOOR COVERING ATTACHMENT PER MFRS. _ J-1FFI ° a' DRYWALL BOARD o ° oQ DATE DRAWN 8-20-20 RECOMMENDATIONS ® ® v CEMENII710US FINISH A .o 0 PRE-ENGINEERED = DOOR TRIM PERIMETER CAULKING Oo° °° �� .O 6O°o DRAWN BY MCA ROOF TRUSS o, c i DOOR FRAME FASTENED THROUGH BUCK DOOR TRIM BERKSHIRE 2177 B2 L 1X2 NAILED TO TRUSS TAILS i• = W/3-1 4" x 1/4" (MIN) TAPCONS, W/ (2)-Sd NAILS a 0 a WITH (1 TAPCON 0 PERIMETER CAULKING LJ I- 0 6 MIN FROM EA. CORNER; AND CONCRETE SLAB LIVING 2177 SQFT "I 0 4 EQ. SPACED TAPCONS ON EA. VERTICAL CONCRETE "U" BLOCK LEH LEG W/MIN. EMBED OF 1 5/8" _ GARAGE 367 SQFT TIE-BEAM TOP COURSE � _ TOP OF SLAB +0'-0" A.F.F. 12" SQ. CONC. RAISED (REF. ELEV.) HEAD/JAMB DETAIL SILL DETAIL LANAI 120 SQFT HORIZ. 2X2 NAILED TO BLK. COLUMNS TRIM (PROJ. 3/4") 3-i/4T. � NAIL W/ 12d X — CEMENTITIOUS COATING EXT DOOR EXT DOOR ATTACHMENT PER MFRS. FRONT ELEVATION BLOCK ENTRY 28 SQFT SEE PL N RECOMMENDATIONS 1/4" = 1'-0" TOTAL 2714 SQFT STAPLES ® 8" O.C. PER MFRS. RECOMMENDATIONS CUBIC VOLUME OF CONTINUOUS VENTED SOFFIT MICHAEL C. ANDERSON CONDITIONED SPACE _ SOFFIT DETAIL 19,593 CUBIC FEET N.T.S. tloro'llO SHEET MICHAEL C. ANDERSON, ARCHITECT OF RECORD f . FL. LIC. AR0017305 `- 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 ...... A 3mO (772)418-2118 r PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. L'G:-ARa-01.7305 ANCHOR SCHEDULE PLAN REVIEW REVISIONS (SIMPSON STRONG-TIE PRODUCTS MODEL NUMBER) PRECAST HEADER SCHEDULE WALL LEGEND DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN :i• ..:: ':•;'.;'._, B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE INDICATES TNT. BRG. SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 �' USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) MEMBER LENGTH TYPE LOAD UPLIFT HT. PER PLAN •'• v'. INDICATES PLANT -i B-1 5'-10" 8RF22-1B 8060 PLF 3176 PLF SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 SHELF HT. PER PLAN•''i`' >i�� USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) 8F8-1B 8F16-1B #5 REBAR AT TOP B-2 4'-6" 8F16-1B 6113 PLF 2724 PLF INDICATES TOP OF MASTER PLAN REVISION TYPE DESIGNATI❑N MIN. (1) REQ'D 1-1/2' CLEAR B-3 5'-10" 8F8-1 B 2724 PLF 909 PLF BLOCK ® $'-8" AFF 8-20-20 INDICATES SECOND FLOOR SIMPSON (2) HTS20 < 2900 > 24-1Od X 1 1/2 F = FILLED WITH GROUT / U = UNFILLED ;:', EXTERIOR FRAME WALLS W/ 2X4'S TO PLATES QUANTITY OF #5 REBAR AT a = :°' C.M.U. B-4 NOT USED AT 16" O.C. BOTTOM OF LINTEL CAVITY TO STUDS W '• B-5 7'-6" 8F16-1 B 2661 PLF 1634 PLF 8E16 -1B /1T o �. _• —GROUT � Z N❑MINAL WIDTH ~ � #5 REBAR AT BOTTOM B-6 17'-4" 8F24-1B/1T 1609 PLF 637 PLF NOMINAL HEIGHT REBAR TAT ❑TAP 5 OF LINTEL CAVITY FRAMING NOTES: Lo 7-5�8•ACIA B-7 5'-10" 8F16-1 B 4360 PLF 2023 PLF 1. DESIGN LOADS: 8' N❑MINAL WIDTH WIND 160 M.P.H. v 1 B-8 7'-6" 8F24-1 B 5681 PLF 2571 PLF : .P.H. AT 3 SECOND BURST d' ROOF: 37 PSF (20 L.L./17 D.L.) O QcyD 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. Q) N O B-9 10'-6" 8F16-1 B/2T 1533 PLF 1183 PLF WITH 2 EA. 16d TOE NAILED EACH SIDE - '� (DIAPHRAM AREA) B-10 14'-0" 8F16-1 6/2T 1002 PLF 709 PLF 3. AT BLOCK STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK Ry ANCHOR BOLTS W/ 2-1/4- MIN. EMBED. ® 24" Q 0 O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL Z 5. PERMANENT OR TEMPORARY BRACING OF C�d Q4 rn�I TRUSSES PER HIS91. ANY ADDITIONAL TRUSS ^� ' BRACING REQUIRED WILL BE DETERMINED � � B-10 BY TRUSS ENGINEER ON SIGNED AND SEALED HOLD FACE OF TRUSS DIAGRAMS. �'' � FLOOR TRUSS 1/2-E 6. ALL HEIGHTS NOTED ON PLANS ARE 0) L BACK FROM FACE — — — — — — OF BLOCK WALL — — — — — — MEASURED FROM TOP OF FINISH FLOOR PROVIDE SIMPSON "HETA20" (TYPICAL) (REF. ELEV. 0'-0") ANCHOR AT EA. FLOOR JOIST END B-9 g-g 7. ALL TRUSS TO TRUSS CONNECTORS TO BE Q) SUPPLIED BY TRUSS MANUFACTURER. 2x4 X-BRACING N. I I I I 8. SEE STRUCTURAL NOTES FOR ADDITIONAL FLO48" O.C. (MAX.) BTWN. OR JOIST INFORMATION. 7'-0" STBK. TO = 7'-0" STBK. TO co 24" FACE OF TRUSS (2) MTS12 0'- (2) MTS12 FACE OF TRUSS 9. OVERHANG IS V-4" UNLESS NOTED OTHERWISE O.C. B-5 B-8 )2x1 2)2x8 ( )2x10 w — — - Q 1 1 1 1 1 \ W r- N p O 0')oo � Q r CID U � 1- 0) Z 1 1 1 1 1 1 1 \ 0 OH J Q o NO ALL SE 1 0 Q W � (] M a N of a DE P, O.C. .0. f- �1 "' SON - \ Z J O C D w � 1 m = 1 1 1 1 1 1 Z 'J 04 �- 0 o w \ W W M m H � U 0 2 1 1 1 1 1 1 1 1 _ w \ UO Q � o W J Q \ ��Q LLJ w _ ti 0 3:� U) z \ 0 1 1 1 1 1 1 1 1 � � � � �� � M a a AC C z w ASE o z w w o B OF HD (2 x /� c~i� a HOLD FACE OF C CT x1^ I = B-7 N Of FLOOR JOIST 1/2" I 0 z � BACK FROM FACE ASE A �_ _ I o 0 DGE Q X X x OF BLOCK WALL Q _ III I (2)2x �I I N " PROJECT TYPICAL w xl I o L J of 0 o III NO. 17-015-054 o w _ ATE DRAWN 8-20-20 U ( wC� U) N Q 1 �< � _Cl III DRAWN BY MCA N _ _ _ _ _ I N� of AT GI TRu— m y� BERKSHIRE 2177 B2 �NIrL NX II o = N o0 o cn LIVING 2177 SQFT Z _ ._ _ _ I �I No w ZZ 11 1 1 1 <-.) rl (nn (n — I =o GARAGE 367 SQFT N I I I zoo ¢ FLOORLDJOFST 1/2ACE F o wo 11 1 1 1 1 U '� BACK FROM FACE LANAI 120 SQFT o > I w w OF BLOCK WALL 1 g" a N ,. I o (TYPICAL) off ENTRY 28 SQFT IN LINTEL 0_ B-6 9 cefU TOTAL 2714 SQFT — — _ a — — — — • CUBIC VOLUME OF PROVIDE SIMPSON "HETA20" ANCHOR AT EA. B-1 B-3 r(2) x6 (2 x6 (2)2x8 (2)2x10 MICHAEL C. ANDERSON FLOOR JOIST VERTICAL I I I I PROVIDE SIMPSON "HETA20„ 2x4 X-BRACING AT CONDITIONED SPACE _ 2x4 X-BRACING AT 48" O.C. (MAX.) BTWN. 19,593 CUBIC FEET 48" O.C. (MAX.) BTWN. g 2 _ ANCHOR AT EA. FLOOR JOIST END FLOOR JOIST (2) MTS12 =t° 2 MTS12 FLOOR JOIST — --I�- — 160' o { ) OH SHEET 2x4 BLKG. AT 24" O.C. o" ROOF FRAMING PLAN AT TRUSS TOP/BOT. CHORD MI HA �y C EL C. ANDERSON, ARCHITECT OF RECORD B'(Zq j2 k 2X4 "X" BRACING, TYP. )) FL. LIC. AR0017305 �- C%d.J SCALE 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 .,,��; .:_ y 4m (772)418-2118 2 N D FLOOR FRAMING PLAN PLANS DESIGNED TO MEET THE REQUIREMENTS OF SCALE 1/4" = 1'-O" THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL.`LIC AR06+7305- PLAN REVIEW REVISIONS LEGEND 3 1 C U TH H N OR SURFACE MTD. CEILING FIXTURE AL. EQUIVALENT • PENDANT FIXTURE 2" CONDUIT 10j\ RECESSED LIGHT 150 WALL MTD, BRACKET @ 72' A.F.F. MASTER PLAN REVISION ELECTRICAL LOAD CALCULATION 30 C K T FLUORESCENT FIXTURE 8-20-20 2177 S.F. AT 3 VA 6.5 kVA PANEL L2 SMALL AUNDRY CIRCUIT NCE CIRCUITS 1500 VA EACH 3.0 kVA METER WALL MTD. VANITY LIGHT RANGE 120 VA 150 ® EXHAUST FAN 1 WATER HEATER 3.0 kVA �` DISHWASHER 1.5 kVA M • C• B• EXHAUST FAN W/ LIGHT DISPOSAL 1.5 kVA ~ DRYER 5.0 kVA EXTERIOR FLOODLIGHTS r, SUBTOTAL 34.0 kVA CEILING PADDLE FAN FIRST 10 kVA AT 100% 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. (PREWIRE OR W/ LIGHT AS NOTED) 0 "�� Cr) REMAINDER AT 40% 9.6 kVA ram. O n TOTAL OF OTHER LOAD 19,6 kVA FO WALL MTD. SMOKE DETECTOR "~ 10 kVA OF AC AT 40% L 4.00 kVA q QZI O CEILING MTD, SMOKE DETECTOR ^ \ TOTAL 23.6 kVA NO. 4 CU. WIRE O• CEILING MTD. CARBON MONOXIDE DETECTOR Q O 23,600 VA DIVIDED BY 240 V 98.3 A TO UFER GRND. POOL SUB PANEL 30,0 A q (Y TOTAL CHIMES 'may 128.3 A "~ � CHIMES PUSH BUTTON rr, � O USE 150 AMP SERVICE v1 SCHEMATIC ELECTRICAL RISER / TELEPHONE JACK W N Q) TV CABLE TELEVISION JACK (BACK TO BACK SERVICE) 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE � CI' — — — — — — — — — — — 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE c I I ® DEDICATED 220 V. OUTLET I I ❑ 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. I GFI I ' [I— RHEOSTAT SWITCH @ 42' A.F.F. WP TP TOUCH PAD FOR SECURITY SYSTEM GFI ............._.._..._..................._........_._......._......_......._... ..,..........._..................._!.............. .. ....._.. _....__._.;_........ F. o_ rn F \\ O CENTRAL VACUUM OUTLET LOCATION \ CAT5 \ FI \ ELECTRICAL DISC®NNECT W N H i � PREWIRE - rn {...._......._. ....... _........._ ....... __._._. TV w d. .................:.................................:....... • �..... . _ OUTLET \ co Q PREWIRE _� o FOR \ ct ELECTRICAL NOTES W > N Z o _ ! \ MICROWAVE \ ,� TV — \ I F TECTION pp 0 a2o � \ ._......._.;...................._..<....__._.._..I_........._................._.._.............._....._ _. r _ -- -. ..... PREWIR • TV 1 ALL BEDROOMS SHALL HAVE A CI CIRCUIT PRO PREWIRE \ I I K W - GFI \ OS'D' / UNLESS NOTED OTHERWISE. W u 04 - ___._..... ....... - - -..... — ~ U II � \ � /-- 2 ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS () � E SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. O Q I` _. ._......... .......................... I I GFI I o \ 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI Z I L�____ ______ __ \ \ CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. ul G I' 04 O - 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER M a 0 EQUIPMENT AS REQUIRED BY N.E.C. W EXH ........... � A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS \ 3 SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ' \ 6'-0" S.D. D z GFl ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, AC GFI Q� I DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, COND CTR. 0 ! ........... . _!—_... >Uw M D _ HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED �_ _. , . • ON S.D. 1 a J� I X I BY I ARC-FAULT CIRCUIT INTERRUPTER COMBINATION .. . A LISTED ARC FAU T WDW =Q^x G) EXH. TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH =a0 N I / \ I S.D. FAN CIRCUIT (NEC 210.12 (B))., DISC. __..._. ............. ;...__ N _....__._._ .. _ B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE PROJECT r 3Q REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN -- 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. NO. 17-015-054 ELEC. DOOR CHIMES W. ;._......: ......._.... — PANEL 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH DATE DRAWN 8-20-20 METER _(�_ GFI A MANNER THAT THE ACTUATION OF ONE ALARM WILL Y D. AC ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF MCA _.._._._.............: - - - ; I SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED DRAWN BY WIREL ALARMS R INSTALLED AND ALL ALARMS SOUND GARAGE DOOR \ - 1_._._._....._. ._._......._ UPON EACTIVATION OF ONE ALARM. A BERKSHIRE 2177 B2 OPENER PREWIRE _ \ GFI �- 7. SMTHE OKE (ALARMS SHAL WRING L RECEIVE THEIRE SUCH RIN PRIMARY PO IS SERVED FR FROM OM A LIVING 2177 SQFT GFI _ .................................!- -- \ COMMERCIIALGSOURCE AND, WHERE PRIMARY POWER IS - LL RECEIVE POWER FROM A BATTERY. 'EXIT. (• WIRING SHALINTERRUPTEL BEAPERMANENT AND WITHOUT A DISCONNECTING GARAGE 367 SQFT \ / f � !___..,__....fE.......... HAN THOSE REQUIRED FOR OVERCURRENT S.D.S D PROTECTION. I _GFI LANAI 120 SQFT 3 - i NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL ......... I PREWIRE ��-: � ---I _ TO VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET TO • APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND ENTRY 28 SQFT SWITCH A : FAN/ BELOW 2017 F.B.C. BOVd LIGHT ! TOTAL 2714 SQFT COACH LTS. COACH LTS. CUBIC VOLUME OF PREWIRE PREWIRE I I MICHAEL C. ANDERSON CONDITIONED SPACE _ _ _ _� I I vGVPFI 19,593 CUBIC FEET 1 r r �O SHEET ELECTRICAL PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305A 5mO SCALE 1/4" = l'—O" 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) :�P'L. -L+C:-A?r0017305 ^ �� , 5' STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: 'I` PLAN REVIEW REVISIONS 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN O ROOF EDGE O ; 3 SEC. BURST PER ASCE 7-10/ 2014 FBC. ON DETAILS. DAMAGED WOOD NOT TO BE USED. FIN WINDOW TOP ----------------------------------- ---------------------- 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. CORNER ______ •-.-,-•-._•N , , 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. - NAILING FIN ; y�A 1C O I O3 ROOF THE 2014 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR-LARCH, SOUTHERN YELLOW CORNER - - EDGE 3. ALL FLOOR SLABS. TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM-FIR, OR SPRUCE-PINE-FIR. FLASHING _.-._._.-._._ 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. TAPE a -_._._._._.--- ------------------------ ---------------------� E-•-•- -•-•- I I I 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER CORNER I I 4' 2O COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE MASTER PLAN REVISION FLASHING C C O RIDGE , OFFSET AT LEAST 4 . STRUCTURAL DOUBLE PLATES TO BE TAPE 2 ; 1 ; 2 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" NAILED AT 6" O.C. MAX. COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE 8-20-20 TOP ; ; 2 2 2C SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" FLASHING i ;--__------ I BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6�" O.C. TAPE -------- -- - ---------------------•+ SIDE I ; RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED. FLASHING I .��Q C 1 L 1 + THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TAPE ; 1 ; <<F O TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) ' --------------- CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. ------ - - '------------- - ---+ et _._._._.-._._._. ._. ._.-.- -� '---------'� ------ ----'- ---- 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN O , ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, ti SIDE CHECKRAIL 2 JP� 'n O ; FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER, SPECIES GROUP II FLASHING _ CO O3 FIBER MESH CONCRETE. 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. TAPE --------- -'-'------ 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL WINDOW BOTTOM lC ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. AS PER DRAWINGS. �. SILL FLASHING TAPE #1 ZONE 3-USE 8D RING SHANK NAILS 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI 2 ZONE 2-USE 8d RING SHANK NAILS O AT 28 DAYS. FOLLOW GROUTCONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETIHER, THE LENGTH 0 Q co SILL FLASHING TAPE #2 C ® 6" O.C. ® 4" O.C. AS DEFINED IN ACI 53 99. fm 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. N � i. WATER RESISTIVE BARRIER WATER RESITIVE BARRIER n 1. CUT THE WATER RESITIVE BARRIER (1C) SHEATHING NAILING PATTERN FOR ROOF 8. REBAR TO BE SIZE #5 GRADE 40, CONT. 11• NAIL PATTERNS: � � ^� Q ST CUT FRAMING TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.C. OUTSIDE THE W \q TH CUT, ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE #4). U r� 3RD MAKE A 6" CUT UP ---__ -DOUBLE STUD NAIL PATTERN AT 12" O.C. DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT 2x8 RIDGE BOARD 9. OMIT - CUT FROM EACH TOP EXTERIOR EA. EDGE, 12" O.C. INTERNALLY. W CORNER AT A 450 ANGLE TO ALLOW THE 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER q 450 WATER BARRIER TO 2x6 RAFTERS AT 24" O.C. BE LAPPED OVER THE MAX. - TOE-NAIL RIDGE TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END TYP ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE �,, FIN AT THE HEAD OF BD. W/ (2) 10d NAILS 0 ZND THE WINDOW. ROOF 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x O I ^�I CUT 2 2x4 VERT. STUDS SHEATHING THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2 FLITCH GLUED AND NAILED 1 0 @ 4'-0" O.C. (PLACE BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. ABOVE TRUSS BELOW) THE FOLLOWING CRITERIA MUST BE MET: SIMPSON STRONG-TIE ANCHOR SIZE CONC. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" CDX \� 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE "H2.5" 1/2» 3/4» MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN r, „ ; L n Lo OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN AT EA. END OF 2x4 5/g•• 7/g" 699 DIAGRAM. I I� Q) "y VERT. STUD7ts 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" PRE-ENG'RED LONGER THAN THE 1 TRUSSES SEE 7 3/4"8 1 fi,� 1 1 8" 80. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT NOTE #4 / / AND/OR MANUALY. OVERHANGS 1" TO THE EXTERIOR. 3 AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP NOTES: PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. f 6 SEE STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON EACH SIDE OF THE OPENING. 1. HURRICANE CONNECTORS REQ'D 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, Y" AT RICH8'-0 O.C. NOTE #4 ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT i" WIDE TABS AT EACH CORNER ()�Z" FROM 2. PROVIDE "H2.5" ROOF APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE Y2 AT EACH RAFTER END SHEATHING MIXED PER MFG. DIRECTIONS. IT TO THE WATER RESISTIVE BARRIER. 3. PROVIDE 2x8 RIDGE BOARD 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" 4 12. MISSING DOWEL PLACEMENT: 1 8" THICK HURRICANE WASHER EMBEDDED 5" 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE WHEN APPLICABLE SQUARE X / OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT 1; .1 4• PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). AT LOCATIONS WHERE VALLEY FRAMING DOES AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED G MATERIAL TO BE 1/2" MIN. EXTERIOR NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 17. ALL EXTERIOR CEILING NOT BEAR ABOVE TRUSS PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 5 HAND FRAMED VALLEY DETAIL 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 � THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE HORIZONTAL SPAN IS GREATER THAN 8'-0" MIXED PER MFG. DIRECTIONS. ALL PLANS, DETAILS, AND NOTES ON THESE N O 0') DRAWING ARE PROPRIETARY AND CANNOT BE T• (o USED, TRANSFERED, OR OTHERWISE REPRODUCED LU WITHOUT THE APPROVAL OF RENAR HOMES j ti W coMQ �XRIOR s Q L.L 00 N SEE PLAN W 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4„ LONGER THAN THE FRAME z co -o a CN HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" t` CN BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. Q u- ON) U ex I�R w 1 15/32' CDX PLYWOOD SHEATHING U (Y � V TOE NAIL (2) 16d EACH SIDE MORTAR JOINTS 0 Q ti 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING STEEL, MASONRY " TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 2 2x4 TRUSS TOP CHORD 2x4 BLKG. @ 48' ❑.C. OR WOOD FRAMING 1/4 TO 3/8 W W (n Z AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BLKG. @ 48' D.C. (TYPICAL) N O BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 PCM d SHOWN. PANEL NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. PRE-ENG. TRUSSES LU ( 1" Ex�R IpR AT 24' D.C. ' ANCHORSuj 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER 3C) z (NOMINAL SIZE) H SEW I (2) 16d COMMON NAILS AT GLASS BLOCK UNITS 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES i EA. 2X4 LADDER FRAMING a OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL 2X4 45° CROSS BRACING ' w CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE 3 W/(2>16d NAILS AT EA. I 2X4 STRONGBACK IF GABLE TRUSS IS COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE TRUSS WEB MEMBER ; TALLER THAN 8'-0' BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. ' NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) 4 2x4 45° CROSS BRACING SCHEDULE GABLE END TRUSS SET 3/4' PANEL ANCHORS & PROJECT SPAN BRACING REED. ' FROM FACE OF CONC. BLOCK REINFORCEMENT r� � 11 EVERY OTH ►- GREATER THAN 20 FT. SPACED 4'-0' D.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 COURSE ORER6" O.C. NO. 17-015-054 LESS THAN 10 FT. POINTS (1) PAIR AT 15/32 SHEATHING OVER GABLE WHICHEVER IS LESS USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS MIDPOINT I END TRUSS FASTEN WITH 8d DATE DRAWN 8-20-20 WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST I NAILS AT 6' ❑.C. 2x4 TRUSS BOTTOM � EXPANSION DRAWN BY MCA BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE CHORD BLKG. AT i 2X4 'T' OR 'L' STR❑NGBACK AT GABLE " � VERTICAL LONGER THAN 48' - CONNECT STRIP & SEALANT THROUGH THE WOOD DECK BY AT LEAST 1/8 4 -0 D.C.❑C REFER WITH 12d NAILS AT 12" ❑8 0 JAMB & BERKSHIRE 2177 B2 REINFORCED/FILLED TO FRMG. PLAN HEAD LOCATIONS PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE CONC. BLOCK CELL i SIMPS❑N HETA20 AT EACH TRUSS ASPHALT EMULSION AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE <2) 16d I VERT WEB MEMBER C24' ❑.C. MAX) (ONLY) THIN MORTAR ® LIVING 2177 SQFT ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE COMMONS TOE ; 16d COMMON SILL LOCATION 1/2" DIA L-BOLT , SPECIFICATIONS (8" LONG) W/ 2" NAILS AT P.T. D.C. GARAGE 367 SQFT NAILED EA. SIDE , WASHER AT , TO 2x6 . GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) 32" O.C. MAX. 2x6 P.T. PLATE CEMENTITI❑US FINISH OVER FRAME MORTAR: TYPE "S" PER ASTM C 270. LANAI 120 SQFT 1" 1'-0" 1'-0" 1" JAMB DETAIL CONSTRUCTIION REINFORCEMENT: LADDER TYPE, 9-GAUGE, 2" WIDE WITH BUTT-WELDED CROSS WIRES AT 16" O.C., APPLIED 2 LAYERS OF AN APPROVED HOTT DIPPED GALVANIZED. 8x8 U-BLOCK TIE-BM. FILLED . WATER RESISTANT BARRIER MATERIAL ENTRY 28 SQFT 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF ❑R 1 LAYER OVER AN APPROVED HOUSE " NAILS AT 12" O.C. FHDR. TO CLG. LINE W/ CONC. & (1) #5 BAR CONT. - WRAP. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24 X 1 3/4", HOT-DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 + + + + ++ ++ ++ + + ++ ++++ + + ++ VERT. #5 BAR AT EA. REINF, EXPANSION JOINT WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4- HILTI KWIK BOLT II. TOTAL 2714 SQFT _ AT CEMENTITIOUS ++ + + + ++ + ++ + +++ ++ + +++ FILLED CELL PER FDN. PLANIF�4, PLATE EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. + + + + + + + + + CONT. W/ 1/2'x CUBIC VOLUME OF + + + + + ++ + + + + ++ + ++ + 2x6 EQUAL EQUAL GABLE END SECTION X-X 8' ANCHOR BOLTS SEALANT: SILICONE TYPE. MICHAEL C. ANDERSON CONDITIONED SPACE - + + + + + + + +1 P.T. 14 1/2 DIA L-BOLT 2x6 @ 32 .C. N (8" LONG) W/ 2" P.T. GLASS BLOCK INSTALLATION 19,593 CUBIC FEET • � WASHER AT ' 32" O.C. MAX. SHINGLE SIDE VIEW � GARAGE DOOR SHEET FF�T OPENING SHINGLE NAILING DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD �2- .0 k ELEVATION FL. LIC. AR0017305 -• w w -- HIGH WIND OR STEEP SLOPE N.T.S. 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 .`; -..-- ,-mow ■ (772)418-2118 '+ - GARAGE DOOR DETAIL PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) 1=L. LIC-AR08u7305' II II I I FIBERGLASS SHINGLES OVER 15i FELT(2" SIDE LAP, 4'END LAP AND CAP NAILS AT 12" ON CENTER EDGE 24'ON CENTER FIELD)ON 12 15/32'O.S.B. SHEATHING AND PER I I PRE-ENGINEERED WOOD ROOF TRUSSES AT ELEV.� I I 24" ON CENTER MAXIMUM ( SEE ROOF NAILING BLOCK WALL BELOW I I PATTERN DETAIL FOR SiEATING) (SEE SHINGLE (2) SIMPSON 'HETA20' NAILING DETAIL FOR SHINGLES I I STRAPS CONNECTING ENDSMPSON "SPH4" A BLOCK CH cAeLECK WAIL TRUss PLAN REVIEW REVISIONS STUD TO NOTE- WHEN I EXTERIOR SHEATHING EXTENDS TO BOTTOM OF FLOOR TRUSS, NO SECOND FLOOR STUD TO FLOOR TRUSS GALVINIZED META_OR ALUMINUM DRIP EDGE OVER HURRICANE STRAP AT EACH STRAPS ARE REWIRED. SHEATHING PROVIDES REQUIRED UPLIFT LOAD REQUIREMENT. AT THESE LOCATIONS, FASCIA TRUSS SEE ROOF PLAN PROVIDE SIMPSON "MTS12' 1ST FLOOR STUD TO TO FLOOR TRUSS /2x4 RAIL AT FRAME WALL LOCATIONS OR SIMPSON 'HETA20" AT BLOCK TO FLOOR TRUSS (2) SIMPSON 'LSTA36"STRAPS CONNECTING 2ND STORY CORNER LOCATIONS INDICATES GABLE END STUDS TO GABLE END FLOOR F'� TRUSS TRUSS - LOCATE 1 Yt"FROM CORNER EDGE 2x4 CORNER WALL STUDS PLAN 4 DIAPHRAGM AREA FASTEN NTH 5d NAILS AT MASTER PLAN REVISION 4' ON CENTER FIELD AREA AT 7" ON CEN177R 1/2' GYPSUM BOARD 8-20-20 CONTINUOUS 2 X 4 DOUBLE TOP PLATE NTH FASCIA TO SIMPSON SPH4 AT EACH STUD BE ALUM. OVER 2 X 6 CONTINUOUS ALUMINUM VENTED SOFFIT 24'H. 2x4 SPACER W/NO GAP SUBFASCIA. ABOVE WALL SILL PLATE CONTINUOUS 2 X 4 SOUD WAIL.BLOCKING ON EDGE OR FLAT AT SHEATHING JOINT. NAILS ARE PERMITTED TO PENETRATE 2" X 4' BLOCKING SET ON EDGE. ALIGN STRAP IN CENTER OF STUD �I R-11 MINIMUM INSULATION REFER TO ENERGY Do NOT PLACE STRAP JOINT CALCULATIONS FOR REWIRED INSULATION. BTWN. STUDS - ALIGN SOLID BLKG. BELOW CEMENTITIOUS COATING ON LATH OVER (2)LAYERS SIMPSON 'SPHC AT EACH a SEE DETAIL FORFELT OVERIREQUIRED NAILINNG 32' COX PATTERN SHEATHLNG STUD TO PLATE Ga INDICATES GABLE END FLOOR TRUSS W 2 X 4 STUDS O 18' ON CENTER FLOOR TRUSS SIMPSON to TINUOUS 2 X 4 BOTTOM PLATE O FLOW 'TRUSS STUD (OVER EXTERIOR SHEATHING STRAPS p (1� cn TO FLOOR AIL55/2x4 CONNECTING 2ND STORY CORNER w O STUDS TO GABLE END FLOOR Z TINUOUS 2 X 4 TOP AND BOTTOM RAIL TRUSS - PROVIDE SOLID xNECTED TO FLOOR TRUSS WITH (4) 16d Q) BLOCKING FOR STRAP NAILING wS. BOTTOM RAIL TO BE 2 X 4 PRESSURE TREATED. Q) � TRE ATCEN IN AND B' ON CEN117R ATTRUSSES ENGINEERED FLOOR TRUSSES O 24'ON2x4 OR Zx6 RIM BOARDS) ER MAXIMUM. PROVIDE DRAFT STOPPINGO�� TRUSSES PROVIDE SOIJD BLOCKING BTWN. SEPARATE CEILING AREAS NO GREATER �/ 1 AT CORNERS THAN 2500SZ PER 2004 FLORIDA BUILDING SIMPSON 'LAT EACH OR NT512" AT EACH TRUSS TO BOTTOM PLATE <xx � uu SIMPSON 'LSTA36" STUD O TO STUD BLOCK WAIL C Q) BLOCK WALL—/ (2)SIMPSON 'HETA20` STRAPS t FASTEN ���,,,JJJ CONNECTING FLOOR TRUSS TO •� • DIAPHRAGM AREA FASTEN TAT 5d NAILS CAT ENTER SIMPSON "SPH4" AT EACH ICNSDE FACEWAL GABLE END a ON CENTER HELD AREA AT Y ON CENTER /•� STUD TO PLATE FLOOR TRUSS o x . L J \^~ �••� 1/2" GYPSUM BOARD SIMPSON HETA20 AT EACH FLOOR TRUSS. FILL n GABLE TRUSS GABLE TRUSS ": PA HOLES ONTH WALL-STRAP X AT NAILS. TRUSS � d' w PARALLEL TON A EACH TRUSS W VERTICAL(24"ON CENTER MAXIMUM) SIDE ELEV. END ELEV. _ °r Z 'a CONTINUOUS GALVANIZED METAL WEEP SCREm 7 L STUDS UNALIGNED U a A 8 X 8 X 18 CONCRETE KNOCKOUT BLOCK TOP BETWEEN FLOORS AS WELL AS STUDS UNALIGNED 2ND STY. CORNER HOLD - DOWN DETAIL BAR COURSE 1H CONCRETE AND(1) /5 Q) W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT cr o "• ONE IR; BAR DOWEL TIED TO#5 BAR DOWEL AND TOP COURSE REBAR AT EACH REINFORCED CONCRETE FILLED CELL AS d. o LOCATED PER FOUNDATION PLANS U. R-4.1 MINIMUM INSULATION REFER TO ENERGY Z ;•a CALCULATIONS FOR REWIRED INSULATION. 2X4 DIAPHRAM BLKG. AT 24"O.C. a } 1/2' GYPSUM BOARD ON 1 X 2 MINIMUM CONTINUOUS ACROSS 1ST(2) TRUSS BAYS PRESSURE TREATED FURRING O 16' ON CONTINUOUS 2x6 TOP RAIL CONNECT IO,EACH BOTTOM CHORD W/(4) p a{� CENTER CONNECT TO FLOOR • 10d NAILS 2 r CEMENTITIOUS COATING OVER 8 X 8 X 16 TRUSS W/(6) 18d NAILS w ` CONCRETE BLOCK 5z 1 - - :1 N Jr WOOD BASE L0 PROVIDE 8d NAILS AT 3"O.C. EXT. J L17 SHEATHING NAILING PATTERN 1� 4'MINIMUM CONCRETE SLAB (25DO PSI)NTH (2) ROWS AT 2X6 TOP RAIL (1)ROW AT 2x4 BOTTOM RAIL Ya FlBERMESH OR 8 X 8 10/10 WWM OVER tV 2 •y,� 4" VAPOR BARRIER WITH CLEAN COMPACTED ' •�l N, TERMITE TREATED FILL O (7) z >? CONTINUOUS2x4 BOT. RAIL CONNECT .'+ : • ;' ' '• . :' j ' P_ SMPSqW - CONNECT TO FLOOR SPH4' AT EACH TRUSS W/(4) 16d NAILSOD i t ... •• „F ' i D TO (2X4 P.T. IF IN CONTACT W/ •4 • • • SIMPSON 'HETA20'STRAP CONK.) ;. �r AT 24` O.C. PROVIDE SOLID FINAL GRADE •�.• • w d x o r a r \ 2x4 BLKG. BTWN. TOP / • :a!•... .:r M • :.a CBOT. CHORDS WHERE STRAP p • ' a O 4 4' DOES NOT ALIGN NTH 14 4% x 0 Q N •s co TRUSS VERTICAL g ■ • ` O a ,t AT EAgHBRFJNFORCEDTIFlLLED FOOTING AS Z / CV t o LOCATED PER FOUNDATION PLAN. J n r 1'-8" m o LL MINIMUM MONOLITHIC SLAB EDGE FOOTING PER J FOUNDATION PLAN Z L L nj CN OR 9C EXP. BOLT Q o V ui STUDS ALIGNED STUDS UNALIGNED ALTERNATE FLOOR GABLE END FLOOR _ 0 w N BETWEEN FLOORS BETWEEN FLOORS TRUSS END RAILS TRUSS DETAIL TYPICAL EXT. 2 STORY WALL SECTION O Q SCALE 1/2' = V-0' ti H W 2- STY. INTERIOR BEARING WALL STRAPPING INU. RAILSEU OF AS BTYN. RAILS AS PART OF I i � FLOOR TRUSS END CONST. O STRAPS AND BOLTS NOT REWIRED AT INTERIOR BEARING I SHEATHING NGOVER PLYWOOD I OVERPLYWOOD SHEATHING ti = � SHEATHING OVER I OVER WOOD TRUSSES M Q.WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS I (- WOOD TRUSSES ONLY(NO UPLIFT LOADS) I I J ILu CEMENTITI❑US i CEMENTITI❑US FINISH C❑ATING ON METAL ON METAL LATH LATH ' 1 BOND BREAK BOND BREAK I 8d NAILS AT 3" O.C. AT ROOF TRUSSES OR 2x SEE ROOF PLAN FOR REQ'D j t SHEATHING EDGES- RAFTERS AT 24" O.C. - STRAP AT EA. MENBER ALL REWIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE STAGGER NAILS BTWN. ' I ' C2) LAYERS 15# ' (2) LAYERS 15# � EQUIVALENT GRASPABIUTY: PANG EDGES CONNECT W 2,Bd MIN. PROJECT COMMONS TOE-NAILED TO TYPE 1: HANDRAILS NTH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE TOP PLATE i FELT ; FELT REFER TO HEADER SCHEDULE I I DIAMETER OF AT LEAST 1 1/4" AND NOT GREATER THAN 2'. IF THE HANDRAIL IS NOT FOR SIZES CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4' AND NOT GREATER I THAN 8 1/4" WITH A MAXIMUM CROSS SECTION of DIMENSION of 2 1/4'. EDGES MEMBRANE BRIDGE MEMBRANE BRIDGE NO. 17-015-054 j SHALL HAVE A MINIMUM RADIUS OF O.W. NOTE ALL NAILHEADS — T-^—^^R—^ ^TI—^^^-L •—- 1 TYPE II: HANDRAILS NTH A PERIMETER GREATER THAN 6 1/4" SHALL HAVE A SHALL PENETRATE THE I�I I I t1 II i FLASHING i FLASHING O FACE OF THE SHEATHING I I I I ) SIMPSON 'SPH4' AT 18' O.C. i I i FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER z BY MORE THAN THE i DATE DRAWN 8-20-20 ACROSS HEADER SPAN I � RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4' MEASURED VERTICALLY FROM THE � NAILHEAD THICKNESS �) I�I SIMPSON '�H4' AT EACH I TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16"WITHIN � 7/8'BELOW THE WIDEST PORTION OF THE PROFILE THIS REWIRED DEPTH SHALL II II STUD TO TOP PLATE I CONTINUE FOR AT LEAST 3/8' TO A LEVEL.THAT IS NOT LESS THAN 1 3/4` BELOW ———' — ——'y——— �-'————J —— I i I D RAW N BY MCA THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE _— —— SIMPSON "LSTA24'STRAP 00 THE RECESS SHALL BE 1 1/4'TO A MAXIMUM OF 2 3/4". EDGES SHALL HAVE A �T TI — I AT HEADER STUD TO BEAM FLASHING / CONTROL / CONTROL BERKSHIRE 2177 B2 E Bd Na AT U S FLASHING ar I I I I I - J❑INT J❑INT MINIMU RADIUS OF 0.01'. FIELD STUDS I•I I•I I OPENING LIMITATIONS: � I I 2x4 CONTINUOUS I BALUSTERS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE RAILING I•I I BLOCKING ON EDGE OR I LIVING 2177 SQFT HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4' IN DIAMETER. x I I (I FLAT- ALIGN WITH EDGE OF EXT. SHEATHING I (2)STRAPS EACH SIDE WITH THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY A RISER, I•I I I (LOCATE AT MID-WALL I (4) OR MORE TRUSSES TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6" IN DIAMETER. Z HT. W/NO SHEATHING) i ACROSS OPENING GARAGE 367 SQFT z °0 I I II I CEMENTITI❑US STUCCO FINISH ON TOTAL STAIR RUN To I•I 1 I 1 C❑ATING ON BLOCK BLOCK MINIMUM TREAD (NOT INCLUDING NOSING)= 10" MADE 8d NAILS AT 3' O.C. AT I I I I SHEATHING EDGES - I•I I•I I LANAI 120 SQFT 1" NOSING I I I I SIMPSON "LSTA24' STRAP VCT&G PLYWOOD SUBFLOOR PANEL EDGESSTAGGER NAILS ES 2x STUDS AT I AT HEADER STUD TO RIM I•I I'I 16" O.C. I BD. /BLOCKING FOR OPENINGS >5'-0" ENTRY 28 SQFT 1X10 STRIN FLOOR TRUSS I•I I•I NOSTUD HSTRAP�REPLA�ED AT IF 1" NOSING I•I SHEATHING CONTINUOUS TO 2x4 OR 2xS RIM BD.CONNECT NAIL(2)2X4 TO BOTTOM OF 8d NAILS AT 3'D.C. I I I I BOTTOM of FLOOR TRUSS ; ,�;Ss�(4)166dd NAILS FLASHING DETAIL iA T R❑❑E TOTAL 2714 SQFT 2X12 TREAD - FLOOR TRUSSDEPTH OR LESS IN HORIZ. AT 2x SILL PLATE •i ii FLASHING DETAIL AT FLOOR FRAMING FRAMING ON MASONRY 3s PLYWOOD RISER / -�-1 L————L•L————-L�————.I —_ FLOOR TRUSSES AT ❑N MASONRY CUBIC VOLUME OF / --- ——== . .. . . --' --- — 24' D.C. MICHAEL C. ANDERSON CONDITIONED SPACE _ N. ——T •——•T T-- ——• 2x4 BLOCKING STW —T T —•T —- x // 2X8 STAIR LEDGER - CONNECT TO FLOOR RIM BD. AT ALL I I I I ( I I I 2xTRUSSES M COIN 10 TRUSS W/(2)-10d NAILS AT 8' O.C. MAX SHEATHING EDGES �- M �� OR EQUIVALENT I I I'I I'I I 1�' RIM LBD.IAT ALL I TRUSS W/(4)16d NAILS 19,593 CUBIC FEET NG BnN. SHEATHING EDGES / CONNECT CARRIAGE TO LEDGER F , W/(2)-10d TOE-NAILED COMMONS STAGGERED EACH SIDE II PROVIDE DOUBLE ROW OF 8d NAILS N = CONNECT PLYWOOD RISER TO AT ALTERNATE CONT. 2X6 TOP RAIL 8AT TOP AND BOTTOM RIM U SHEET 0 p // TREAD WITH (4)-8d NAILS LLO. NAILING TO FLOOR TRUSS BLKG. BD. OR TRUSS CHORD ¢ _ / BTWN. RAILS DBL. 2x4 SOLID BLOCKING BELOW HEADER STUDS OF / 2x12 CARRIAGE AT SIDES AND OPENINGS>5'_0- ARCHITECT OF RECORD CENTER OF STAIRS WITH 2X6 / SPACER AT SIDE WALLS - MICHAEL C. ANDERSON, / CONNECT SPACER TO EACH STUD / CONC. BLOCK EXT. WALL SIMPSON 'HETA20" STRAP AT FL. LIC. AR0017305Fa _ WITH (2) Lod coMMo"s .� EACH FLOOR TRUSS END OR 24" O.C. AT GABLE END TRUSS 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 -�°_-----•----- .. .; 2X4 P.T. KICK PLATE 6ml EXT. WALL SHEATHING \ (772)418-2118 DETAIL AT 2— STY. 2— STY. EXT. FRAME PLANS DESIGNED TO MEET THE REQUIREMENTS OF REWIRED NAILING PATTERN AS THE 2017 FLORIDA BUILDING CODE—RESIDENTIAL 6TH EDITION FL. LIC.�/ RO 4-7305' TYP. STAIR SECTION NOTED FOR SHEATHING To ACT AS WALL CONNECTOR DETAIL ( , UPLIFT LOAD CONNECTOR BETWEEN J WALL STUDS AND FLOOR TRUSSES PLAN REVIEW REVISIONS WC WC MASTER PLAN REVISION 1242 1242 8-20-20 W3 24 W3 D24 _ ° ° W21 W24 ° ° W 6 .� 42 42 2 OPEN TO OPEN TO ° ° ° ° MICRO ° ° BEYOND BEYOND SINK w ° ° o O O !r co o ° ° ° ° o "may BBC BBC BBC (.� Q, B18 48/51 48/51 45/ SB 36 48TT S� L _h q �� O O� PANTRY REF FILLER FILLER RNG FILLER FILLER-- DW FILLER FILLER w O Q) KIT. AT REF KIT. AT RNG . KIT. AT SINKZDW KIT. AT BAR - � Q4 QzI 04 WALL MTD. LT. N"\w WALL M TD. LT. w Q) cy) L.0 MIRROR CER. TI LE O NOTES : MIRROR MIRROR / FILLER FILLER 1 . TOP OF BATHROOM SHOWER TILE TO CEILING LAV LAV LAV LAV 0 0 0 0 - L0 2. ,,SHOWER HEADS AT 6'-8" A.F.F. o o ° 0 0 ° z ° ° ° ° FILLER I z � N o �.. o m co >II— W A N VB D 30 VB TD 42 W.C. TUB/ VB TD 42 VB TD 42 2 M X �SNWR. w O N P WD R . BATH 2 M . BATH VANITY mo � N (00) ,jQ ` Co') ,L) W F- (D m 0 < (14 1p- ti � c~nz ti Oz M d W 3/4" MICA TOP 12 ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE PROJECT NO. 17-015-054 DATE DRAWN 8-20-20 DRAWN BY MCA SOAP WOOD 2x4 STUDS BERKSHIRE 2177 B2 DISH BRACE AT 16" O.C. RECESS AS LIVING 2177 SQFT REQ'D. 1 /2" DRYWALL GARAGE 367 SQFT LL zLANAI 120 SQFT Q x KITCHEN BASE CABINET ENTRY 28 SQFT a- a- d- Q TOTAL 2714 SQFT CUBIC VOLUME OF CENTER [ MICHAEL C. ANDERSON CONDITIONED SPACE - ON WALE 19,593 CUBIC FEET TYP . SOAP DISH SHEET RECESS LOCATION BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD . FL. LIC. AR00173057mO .� 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 _,. (772)418-2118 - 1 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE—RESIDENTIAL (6TH EDITION) `a FL. LIC;. AffUO17305 'a PLAN REVIEW REVISIONS MASTER PLAN REVISION . IT 715-19 -Heating System -Coof'incLSvstern__..._ _ Type; Air Source Heat Pump Air Source Heat Pump SUPPLY iOtC Model: CH14NB042*0**A* CH14NB042*0**A* FAN � - - Indoor Model: F64CNP048L LOW Brand: * s. Description: Air Source Heat Pump Air Source Heat Pump n= � PLY ,. ---- Efficiency: 8.2 HSPF 14 SEER . \C_EI�Ll . Sound: 0 Q Capacity: 41,000 Btuh 40,000 Btuh � � �iF�Pt� Cd7Nilf Sensible Capacity: n/a 30,000 Btuh . Latent Capacity: n/a 10,000 Btuh AHRI Reference No.: n1a 9162731 C �� �• F,. LU PAO ' m ° Q az ,- z d- a L1 W PRIMARY-� z O U c / RIELLJ em O z Q T ALL STAND cc � x - 4n R�rr L t O — — — — — — — — — — — Q _ . AIR .H :� II � T ° .. Al COOLED, C i l� +1 1 . .,UNIT SLAB MOUNT, D I I , / cNi o 00 `zS0 Z Ir-W cco v f 12X12 , / ;M4 H- � t ,.,, Q U 12X12 Preferred Air Coditionin & Mechanical Inc. " 10X10 10X10 9- � Q �- N � 1$43 Donna Road West palm Beach 'Florida 33409 �, f� O I _ 4F R/A R/A / P:561.689.1093/F:561-478-0089 ? J 831 S Kin s HI hwa Fort Pierce,Florida >n O op (0 P:772 78- 877/F:772-$78-7510 t N GAO1817665 z LL_J ni r SIQISP, I j ( 8X8 DW n ill 8X8 9"1 +gam 6 O Q U -- --- — ----—�1 5 \\ \ /.. (D z 9» ._ / O X6 -- . - ( 4' 24X1 EXH R/A \ W FA 1 `14 1 oX10 REF. "LINES F- 10" `� ( f'�'� RUN IN I�l�ltC1G1 . U AC G4. I \ f' I, (n FLOOR t 9 s w s 16X16� TRUSSES COND I . X I �v t f R• q EXH 'O IU / FAN 6X6 I I N 14 !I L i5 DOWN PROJECT 12X12 I NO. 17-015-005 g/ i / 14 FROM 2ND FLOOR / 8X8 DATE DRAWN 7-15-19 14" UP g" 24X24 4." D. �- DRAWN BY MCA R A 8X8 I 12 6 BERKSHIRE 2177 B2 I DR R . -- LIVING 2177 SQFT I I V,T.R. I 1 ox10 5�, 4 EXH GARAGE 367 SQFT L 1Yll�.t I .:... . R/A FAN LANAI 150 SQFT II � 6X6 I I I 8X8 ANx - ( I / ENTRY 28 SQFT ( I l3,� CT 1lG. V7:1A1 LT� TOTAL 2744 SQFT CUBIC VOLUME OF MICHAEL C. ANDERSON CONDITIONED SPACE 19,593 CUBIC FEET SHEET HVAC PLAN . . . MICHAELRECORD.. . Z o Zk l C ANDERSON, ARCHITECT OF . .r-„ . FL. LIC. AR0017305 _ - - SCALE 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 ` <.V °' ' "'�"^ . _ . (772)418800 —2118 - 2 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE._RESIDENTIAL (6TH EDITION) � (=L.` LIC.kfftl7305 T * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO = LEDGER CONNECTIONS BY BUILDER. o Typical COfClefSet Specifications (UNLESS NOTED OTHERWISE) �, CU - N M = to L NOTE:ALL CEILING DROPS BELOW BEAM AREC. ° �, w o Attach KingJack w/(3) `� Y a ° a; Attach End Jacks Attach Corner Jacks w/ 2 12 BY BUILDER. (UNLESS NOTED OTHERWISE) ° �• L Y _ 0.131 0 ToeNails @ TC ( ) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW w/ (4) 0.131"0 ToeNails @ TC 24"strap using (6) 10d x .131"0 ToeNails @ TC & BC LO _ 1-1/2"at each end of BC (� TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING m DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL .0 ; ¢ N & (3) 0.131 0 ToeNails @ BC typ.} d- STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 L i 3 o o N INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR o ° 2 C� GRAVITY AND UPLIFT LOADS. ' Q 0 2 M o m Q r � � � 2 v = FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 Q o oan N w o ' d" \ AND/OR ENGINEER OF RECORD. n Q-_ a3:i C aa? C. ° 3 ~ M 0- m m c 0 0 c c dmw � 9 -00 REPRESENTS THE LEFT SIDE -0 ° .� to •o o ._ _ OF EACH TRUSS DRAWING Q b 0 2- a .0Eomcc0E � c = U '2 +'��' tp C) � Typ. Corner Jack Placement— 1' 10-15/16" 2'0" 2'0" 1'1-1/16" a - U = � U w n NOTE: REFER TO SIMPSON CONNECTOR ('a ° N L ( N fF L E cm 1 _4, CATALOG FOR INSTALLATION DETAILS ) V� 0,._ zo <, c F- •C o c � aQmo ._ aSa) cc0 A LUS24 H HHUS46 Q - - - _ w ' E � � = a � 3 B LUS26 J THA422 R - - - o o E 00 00 L cn �fj cn ,� ,..� ►-� o 0 0 0 0 0 o O o --a HUS26 MUS26 =m 38' ay W O \10 00 a, to w N N c}, w - - - ' HUS28 L THJA26 T w 2 wa, -a) ; E HHUS26-2 M - - - U - - - �� = 0 = o ° � � r I I I� I I I C♦ F HHUS28-2 N - - - V - - - 0 = _ .0 u o 0 6 1B �� J1 � m a U � •N � z = O O O O ,A + - - - - - - G� N N G LUS46 P X L � o o O O o 0 0 0 0 o ti ti r r r r r t-' � i i i i i + � L ° 0 °� _ � � m N N N N N N N N N N N N N N N N N �..► � , � � mom •°- -0 � I 10 I I 3L3 3 ° w 1a I I I HBB HANGER BY BUILDER BBB BEAM BY BUILDER ° �- L o �,m o •L j3B I I I Q j3 N = ._ � � I I I� I I 3 o o a - " N N N N N N N N N ' ' ' ' ' ' = I I la I I OR a) E m .� 0 01 - - - - - - 2 2 2 2 2 2 0 - - - - - m a� LSTA12 @ TC & BC * NOTE: LSTA STRAP E a.=s '� N INDICATED TO BE USED IN �, , ° S o LSTA12 @TC �, _ ° _ ° _ �, ._ — _ N j5B I I m I I J5 t CONCORDANCE WITH 0 X- o .N m P- I I I I m Zb LSTA12 @ BC CORNERSET DETAIL. ° �, o L 0 AlCHASE � I I I ' p a� mc � vm ° o � L 0 LOADING ROOF FLOOR WIND LOAD j7B L j7 -� (, � � �; = TNT ° co LIVE LOAD 20 40 ASCE 7-10 �:° N 3 o O O I I I N c � o = ic) cc 00 - I J713 I j7 M V DEAD LOAD 10 10 160 C o o m - •0 1 �bo � mc >'•m � mcx I ' > 20 LIVE LOAD 0 0 Residential - CAT II � w 0 — — — — — — — — — — -2 a '2� a O o y L q c a? to L j7B I J7 T O DEAD LOAD 7 5 Closed o at r ._ r C L •— MON TRUSSES _ i m -0 3 y O Z I N - - - - - - - - - - - - — U @70 'N 0 TOTAL LOAD 37 55 FBC 2017 RES I o 2 Q a o F SH BE BY o ERs FL05 J7B J7 �- L 0 TTO 8'8" _ _ c Ou, � � f WM pq g 0 (n UO C N 'O O 'O I i I I I xss x B z DURATION FACTOR 1.25 1.00 TPI 2014 � - - a �,.- 2 _ 3/12 SLOPED CLG i m = V- u, t�6 0 1D y c° ° m FL05 j7B - _ _ # J7 CL REV DATE BY REMARKS r E N 2 � co - - - - - - - - - -- -. - - - - - p _ 3 � N ` � 6 o-.g 00 , FL03 FL05 0o J7B 7 s 3 ° aso � --/--/- 1 I o = ° = LmCL= N AC CHASE 8'8" FLAT CLG I I N co j7B (cLn , � 1210 - ° FL03 x FL05 00 U 7 - UtnO E N U 3 3 I U I N M J7 J - --/--/---- - ' a v ° o v - u �0 B." --/--/---- - m � .Saa'ia�iH '_ '� o v o FL03 I I FL05 7 - � �17 J - - - y N N _ N N 2� 2� 2� 2� 2� 7� �, c_ F- o, o _ rn�:o0oa=io - Z FL03 I I o FL05 0 - - - = N ° Wf = = � O N 8'8" FLAT CLG o o c� j7 — _____-- j7 --/--/--- a, �,w v NN • - a r N m EQ A `m 3a o ui FL03 I I FL05A ! 0 � ° � ~- a� _ a� _ 7 It is understood that conditions have been above rev reviewed & o M W o ° r- t ❑ APPROVED = oQ � = .� s � � cal EN TO ABOVE/ ST IRWELL I N J7 J -- ° I are acceptable for the fabrication ❑ APPROVED AS NOTED Volat trusses, elevations, o 0 -�° M L overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT FL04 L cn Q o = s FL03 7 2 �o � °•' rE = �N 7'0"g 12'�"g N J7 J elevations/pitches, bearing � L �, ° ° ° 18 conditions & all detail pertaining ❑ REJECTED 6 2 �� L @ S o FL03 FL04 04 to this truss placement plan. No ° a � 05 u, 00 c2 L I without previous written approval DATE o a = N Zv I N J5 J5 back charges will be accepted o �' M FL03 I FL04 03 pa °' °' from an A-1 Roof Trusses E ` _ ` ` a: N I N J3 J p owe ° � o = oL 3 representative. REVIEWED BY w T w N coo 3 o OLQ �O o -0 KL 02 PLAN DATE ARCH: -4-4---- STRUCT: -' a' ~ o� ,n5a� 000a�FL03 FL04 U Q ° ° > o U nj1 j L � � � 3 0 � O N *� CUSTOMER RENAR 3 `� w IZ FL03GE FL04GE 01 L S _ ° �, L _ _ � � __ a w 'mallocN � o Ul W N maces omoo � ai ROPPED BEAM BY OTHERS > > > CU 0 E a� m ca. B03 T.O.B.@ 8' 8" w ' t0 = ° C:= o -0 0 ° m �f JOB NAME BERKSHIRE 2177 MODEL B2 GAR R = , o o -0 _ 18'10" 7' 1212" � ° g, � _° 83ZE ° '- � a) B02 OPTION(S) 6 0 2 �-5 a Qmo (DoO oa 18'10" 7' 12'2" BEARING @ 18'3/4" / LOT : 54 ° ` L c ' sm •N N COMMUNITY 0 f6 - ° '- � •- a' ° ° / LOT# MORNINGSIDE U-) o o N M 2 a 0 2 m 0m0 as O V a) 2 o M C 2 0 to BEARING @ 8'8" m U a _ ~ o CITY 8 Qz m o mew 3 ° r0 0 c a`.) = _ � o COUNTY c � " z ' � o a ° � ° o `� C, ` m mI.M.1m flc3 BLDG. BLDG. _ o _ '3 ° ¢0 TYPE # E 8w 0 Mm � a ° w a Nam .= No= 3 = � .° �tt 'ttt �'c'ftJt` JOB # 82083 MASTER ARMSBSB2 a' � _ 0, EL E �' o z a�i k 1• `r O DRAWN SCALE ' ° -:-4 9 tally s�9netl by Rama Praitav� � ;�. . itl{�. fl� *� �� � `� - lJ.� _ � � � � E "�" � N N1 88 � O � O � N � C O C oN � � DATE RENAR HOMES 0 �-° -° Y > ° � _ •� .E remakhstam@whengmeecmgiYet, MS NTS Z >,'a tC6 U N ':CN-Rama Pranav Knstam O Whole 'j ` w _ .House,En9ineenng LLC L P`ptt �` .1 a.. i E Prelce S=Fonda C U$ :: . A`� ."` . Q O Q, O to a) U 'fA 5 Reason:#have rewewtl tfiia: .J �' L -"'[late 2020:09.14 08 2✓3 00W40Q OR *' �� w m o - rn R `\ a 1/'4�i�Aa` W a t6 +'=O+ .= f` A FLORIDA CORPORATION � � o � � m E a a 0 ai Ph 772-409-1010/ Fax 772-409-1015 m ._ U , ° � > °. hftp //ww .altruss.com C � ° " '0 C o 8 p �- a) .. w au -a ._ _