Loading...
HomeMy WebLinkAboutPlans 9729 Starboard Drive Lot 29 Seamist 2215 B1(1)= f 1 PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PLAN REVIEW REVISIONS i BUILDING PERMIT: BUILDING ADDRESS: LOT 29, PHASE IIA, MORNINGSIDE COMMUNITY, FORT PIERCE, FLORIDA CONTRACTOR: LISA MOTTRAM FIELD LICENSE NUMBER: 1264695 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: I f OPENING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN MASTER PLAN ID APPROVAL PRESSURES REVISION �� " �� FIBER-CLASSIC HEAD:1/4' X 3-3/4"TAPCONS SPACED 3 FROM CORNERS,3 &6 FROM MULLION, JAMBS: 3068 " 1/4"X 3-3/4"TAPCONS SPACED 3"FROM CORNERS,14"O.C.MAX. SILL:1/4"DIA,X 2-1/4" 7-21-21 W/ SDLT. EXTERIOR SWING DOOR THERMA-TRU 3/16 TEMPERED TAPCONS SPACED 3"FROM CORNERS,3"&6"FROM MULLION. FL21135.11 +40.0 - 40.0 PSF SMOOTH STAR STEEL TRACK BRACKET TO WOOD:5/16"X 1-5/8"LAG SCREW(FULLY THREADED)HEX �t 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « » WASHER HEAD ONE PER BRACKET-(5)BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.8 +39.2 -43.7 PSF ti ti ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN. EMBEDMENT) W 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" FL15332.9 +/- 58.2 PSF (MIN) �" w O.C.MAX. SILL:SPACED 6 FROM CORNERS,17 O.C. MAX. O l ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) CYD w I~� O WINDOW SH 185 Mt WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 4 ANCHORS, JAMBS:6 ANCHORS �y FL17499.2 +/- 60.0 PSF (MIN)ALL B �� ANCHORS ANCHORS �FROM CORNERSHEAD TAPCONS3 ANCHORS, JAMBS: ANCHORS WINDOW SH 185 MI WINDOWS AND DOORS 1/8 ANNEALED FL17499.2 +/- 60.0 PSF (MIN) w ow ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) [Y w 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) Q4 U O GLASS BLOCK 8"x8"x4" THICK SEVES GLASS BLOCK, INC. IMPACT GLASS PROVIDE LADDER REINFORCING&WALL TIES 2"FROM CORNERS,16"O.C.MAX.AT HEAD NOA 18-0725.05 +/- 75.0 PSF (MIN) CO AND JAMBS,PROVIDE(2)3/16"DIA.TAPCONS AT EACH WALL TIE WITH 1"MIN.EMBEDMENT ALL ANCHORS ARE 3l16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) �l O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 3 ANCHORS, JAMBS:4 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) E-4 ALL ANCHORS ARE 3/16 DIA.TAPCONS(1-1/4 MIN.EMBEDMENT) Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 4 ANCHORS, JAMBS:6 ANCHORS E-4 FL17499.2 +/- 60.0 PSF (MIN) p N 30# ASPHALT 30#FELT,APPLIED SINGLE FASHION,PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED UNDERLAYMENT SATURATED TAMCO BUILDING 2",FASTENED WITH 1"ROUND PLASTIC CAP,METAL CAP NAILS OR NAILS AND TIN TABS FL12328.7 PRODUCTS, INC. » ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A ORGANINC FELT MAXIMUM FASTENER SPACING OF 12"O.G.,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 CAMBRIDGE AR TAMKO BUILDING PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"ABOVE BUTT PRODUCTS, INC. « » EDGE,APPROX. 1"&13"FROM EACH END&1/2"ABOVE EACH CUTOUT. FL18355.1 LID rn PROVIDE T-NAILS AT 12"O.C. IN F-CHANNEL SLOT ON MASONRY,PROVIDE TRIM NAILS o � EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION ATTACHED THROUGH FASCIA AT 16"O.C. +/- 70,0 PSF (MIN) MATERIALS « » FL12019 ( ) U _ rn � J CO Q HURRICANE SHUTTERS 20 GAUGE GALV. 00 EASTERN METAL SUPPLY ALL ANCHORS ARE 114"DIA.TAPCONS(1-1/a"MIN.EMBEDMENT) � � CCC� Q � N STEEL STORM "> SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART FL 22270.1 PER MANUF. Z w > o r PANELS SPAN CHARTS � LL o m p ti N J lC) m LU 11 (q V - TABLE R301.2(1) zoQ � U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN I have reviewed the above product approval CC C/5 � UJ SNOW Speeds Topographic DESIGN f Weathering' Frost line Termitec DESIGN UNDERLAYMENT HAZARDS9 FREEZING ANNUAL information and approved it. PROJECT ®� DATA COMPONENTS AND CLADDING WIND PRESSURES PER LOAD (mph) effectsk(NA) CATEGORY depth TEMPO REQUIRE INDEX' TEMPT 2020 FLORIDA BUILDING CODE C\I M N/A See Fig.R301.2(4) N/A Negligible N/A Very 42 N/A See N/A N/A Name: w Heavy 1 1 Survey I USING INTERIOR ZONE COEFFICIENTS -' W For SI: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. Signature: *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION) AREA OF OPENINGS DESIGN a. Weathering is"neglible"for concrete as determined from the Weathering Probability Map[Figure R301.2(3)j. The grade of masonry units shall be determined from (SO. FT.) PRESSURE b. Reserved.C 34,C 55,C 62,C 73,C 90,C 129,C 145,c 216 or c 652. Certification Number: TYPE OF CONSTRUCTION: CBS X FRAME C. Termite infestation per Figure R301.2(6)is"very heavy" 0 to 19.9 27.6 PSF / -30.0 PSF d. Wind speed shall be from the basic wind speed map[FigureR301.2(4)]. Wind exposure category shall be determined on'site-specific basis in accordance Date: BUILDING DESIGN: ENCLOSED X ®PEN PARTIALLY ENCLOSED with Section Deviations .1.4. 20 TO 49.9 26.4 PSF / -28.7 PSF e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code, PROJECT Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. Reserved. ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH 50 TO 99.9 24.8 PSF / -27.1 PSF = g. The applicable governing body shall,by local floodplain floodplain management ordinance,specify(a)the date of the jurisdiction's entry into the National Flood �+ -�j Insurance Program(date of adoption tl the first code M ordinance for management of flood hazard areas),(b)the date(s)having the Flood Insurance Study and(c)the 1 00 TO 499.9 23,5 PSF / -25.8 PSF NO. 1 /-01 5-029 panel numbers and dates of all currently effective FIRM and FBFM,or other flood hazard map adopted by the authority having jurisdiction,as amended. NOMINAL DESIGN WIND SPEED: 124 MPH h. Reserved. i. Reserved. DRAWING INDEX 500 AND ABOVE 20.6 PSF / -22.9 PSF DATE DRAWN 5-26-21 j. Reserved. BUILDING CATEGORY: II k. Reserved. USING END ZONE COEFFICIENTS NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES EXPOSURE: B SEAMIST 2215 B1 CVR INDEX ! PROJECT INFORMATION AREA OF OPENINGS DESIGN st FLOOR LIV. 1330 SOFT WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS INTERNAL PRESSURE COEFFICIENT: +l- 0.18 (SQ. FT.) PRESSURE THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE A-1.0 FOUNDATION PLAN nd FLOOR LIV.1 885 SQFT SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. A-2.0 FLOOR PLAN IMPORTANCE FACTOR: 1 0 to 19.9 27.6 PSF / -37.0 PSF GARAGE 437 SOFT MEAN BUILDING HEIGHT: 15' 20 TO 49.9 26.4 PSF / -34.5 PSF A-3.0 BUILDING ELEVATIONS 50 TO 99.9 24.8 PSF / -31.2 PSF LANAI 1!67 SQFT NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE OVERHANG: 1.33 FT ROOF PITCH: 6 /12 REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE A-4.0 ROOF / FRAMING PLAN 100 TO 499.9 23.5 PSF / -28.7 PSF FLAME SPREAD INDEX OF NOT MORE THAN 200 AND A-5.0 ELECTRICAL PLAN COMPONENTS AND CLADDING WIND PRESSURES: 500 AND ABOVE 20.6 PSF / -22.9 PSF ENTRY 7 SQFT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) TOTAL 2446 SQFT AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE A-6.0 WALL SECTIONS / NOTES THAN 450. SHUTTERS: YES X NO CUBIC VOLUME OF A-6.1 WALL SECTIONS / NOTES MIGHAEL G. ANDERSON A-6.2 WALL SECTIONS / NOTES IMPACT RESISTANT ASSEMBLY: YES NO X CONDITIONED SPACE _ ichaesigned Digitally 1772o CUBIC FEET A-7.0 INTERIOR ELEVATIONS by A-8.0 HVAC PLAN Michael Anderson SHEET MIGHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs Date: FL. LIG. AR0017305 2021 .09.03 1020 5H PROVINGETOHN LANE, PORT ST. LUCIE, FL 34953 07:02:37 (772)418-2118 n CV' R PLANS DE51ONED TO MEET THE REQUIREMENTS OF -04�00� THE 2020 FLORIDA BUILDING GODS-RE5IDENTIAL (7TH EDITION) FL. LIG. AR0017305 6x6 - 1Ox10 WWF w OR FIBER MESH � CONC. CONC. 6x6 - 10x10 WWF SLAB SLAB OR FIBER MESH > 0 z 3_#5 = --- PLAN REVIEW REVISIONS ao BARS N GRADE 2- o GRADE I L_h� # 2-#5 8» 20" o BADS _I 8" 16" BARS 8"1'-4" AA DETAIL rA DETAIL KB DETAIL 1 1 1 MASTER PLAN REVISION .. 6x6 - 10x10 WWF 7- 1-21 16'_8" 6x6 - 1 0x1 0 WWF Cr CONC. Q �7 5/8 OR FIBER MESH OR FIBER MESH cn SLAB � „ o CONC. 8" CONC. �-' 11 00 CONC. SLOPE 1 -0 it on I SLAB SLAB Q - SLAB 1 _0 VARIES � > � - -- = x ■ ■ __ 3-#5 cv GRADE _ I ■ — ■ 2-# - 2- - -- o GRADE BARS a717 BAGS - GRADE ti J G BADS BADS 1 12 (MIN) 1 » f— L- --I _�, BELOW 8 20 20 E� w '11�' I 1 I G 2'-0» 8„1,-4" O r^ 0) G w v � 0 1 0 1 C DETAIL D DETAIL DD DETAIL F DETAIL ! 1'-4" " » " » " " 5 1/2" FRAME \� 6'-8" 3-10 3'-10 3'-10 3 -8 5-2 3'-1 0 7 5/8" ((BLOC 13'-2 1/4" w �y C I I CONC. 1-#5 1-#5 !"yl B SLAB BAR SLAB BAR SLAB 77■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - SLAB CONC. E - - — - - - - - - - - - - — — -� - - - - - - - - ` ao SLAB > O A J CESS 4" 8» 8„ „ • - , » 2-#5 r '�! '� O o 1 F)R S.G.D. 1 I ( rAA I 00 > 8 1 -4 BARS R SLAB A HB ( 1 "' BR 2X4 ( 1 I co G DETAIL H DETAIL J \ DETAIL - S.G.D. 8" I +` _ CO UMN I I I 1 1 1 0 ( H1 DETAIL W � C� IZ4 L' 4" 2500 PSI CONC. I ■ EF. » � AND/OR11) SLAB /6X6EROM�SOH, � 12 -10 1/4 _ �� �� 2" V.T.R. j[ � � [� o CONC. 8 8 CONC. 9 -10 1/8 01( WMM WITH MIN. 1" IN, I K I SLLAB 1 SLAB VARIES I SLAB COVER ON 6 MIL. POLE 1 ----- ------- ---- ---- I VAPOR BARRIER OVER� I o I 1 "' I O DW I I TERMITE TREATED "' °} j ( o rAAN� `D 2-#5 `r --- ---- I 00 C) °1 I COMPACTED CLEAN `�' ( 1 BAR- '-� » N SHOWER { SINK W/ I I FILL. N N { ( 1 I 4'�1'_4"�4 RECESS 1 4» $" DISP. I I I 9'-11 1/4" I I LAV A 0'-0" (4) 4 ® I 3, O„ K DETAIL L DETAIL G1 DETAIL II REFERENCE B G. K K I 1 II FINISH COL MN ( I COLUMN 1 1 1 ■ 1 1 (4)2x4 3" I FLOOR -� --I BRG. irs W.0 3" LO 'O T 24"x24"x12"DP. 2' 3/4" ( 12'-6 1/4" L- RECCESS rn AT WALL 2 0 I CONC. PAD FTG. W/ N TUB w`) 3-#5 BARS E.W. I WASTE STACK TO SECONDI AA SOAK• I- o I 1T-3 3/4» 15'-7 1/8" 00 2» V.T.R. I� SECOND FLOOR _J _ � of K K FLR. BATHROOM ►� U _ rn ■ ( (6)2X4 BRG. 1 1 9'-10 1/4" 1 of ----- GRADE �I c+� Q 00 COLUMN r -I ;O 2_ o I BA S � CC n N rA I I I I W w > D o N 1 I I I I i Ji�2„ V.T.R. � p ...1 OC cTo J LAV. I I L_ _I I ■ 0 cv I I pZJ ,- 1I M DETAIL m Q U. 0 U `� I 14'-7 5/8» 1 W.C. N i i 2 I I 1 1 2» V.T.R. J` I U cm U a I y ` O I 30"x30"x12"DP. � M I I LAV. (O 00 _I r I I I � Z ■ I CONC. PAD FTG. W/ o 00 I I w �= I I l w w 3—#5 BARS E.W. I I I 2 11 1 „ 1 1 OC to 1— w (4)2X4 BRG — — I '-2 1/2" 7 5/8" M.VENT I 2» I 3 I I ZO o (- T- —�- AV. s PIPE SLEEVE �- SINK I » I _ COLUMN I W.C. - L 'I (DIA. LARGER 1 i LAV I M W I I N M o THAN PIPING I 3 I(, 2" L— 00 I THRU FTG. J12" V.T.R. LAV w INDICATES C.M.U. CELL 1 1' \� SHWR 1 tO 3" MIN. 2" , I 1 ~ FILLED W/ CONCRETE AND I ` ` FTGPER 1 (1) #5 VERT. REBAR C NT. o 4 I RECESS SLAB DEPTH 1 2„ SHWR 1 ( 9'-1 3 4» 10'-5 5 8""��\ 3 1/2" FOR 3" MIN , 3��MI _ DETAIL LAV °° 3 FROM FOOTING TO TIE _ / „ BEAM (TYPICAL) I \LO ■ SHWR. — —� 3„ 3 ��� 1 3 W.C. I I FOOTING & I C H �� REBAR W.C. I 3" PROJECT rB AC 1� 1'-0" 1'-0" TRANSITION I 2 CLEAN ` 1 WASH ouT NO. 7-015-029 o I 1 1 CHASE 1�� � ,AIR 1 1 1 ( ` CON PIPE THRU 1 � 2' 8" 5'-2» 1'-6" 8" 5' 4" I 19'-8 3/4" I L — — PF 2 FTG. DETAIL „ DATE DRAWN 5-26-21 — — 42 L.T.SQ. CONC. 1 ■ ■ ■ ■ ■ ■ w ( ■ A/C PAD SEAMIST 215 131 w I I D " 0 » A `d 1 r — - I CURB$ � DD 3 MAIN st FLOOR LIV.. 1330 SQFT � — I I nd FLOOR LIV. 885 SQFT 6 ' I CURB" s, DIAGONAL SCHEMATIC PLUMBING RISER GARAGE 437 SQFT 24»x24"x16" DP. 6 I I DISTANCE TO SEWER LANAI 167 SQFT CONC. FTG. W/ I I SLOPE DOWN 1 3-#5 E.W. B DIMENSION FROM OR SEPTIC TANK - 1 ■ DD " 0 1 AT GAR. DOOR I INSIDE CORNER I - I I OF FORMBOARDS 00 - ENTRY 7SQFT 0 m F °0 00 m o 9'-0" 8'-0" 1 v I A C = 6 3 — 0�� TOTAL 846 SQFT 1- -1` - - - - - - - - - - - -J B � — » D — 5 5 2 CUBIC VOLUME OF ■ ■ ■ ■ ■ DIMENSIONS ARE FOUNDATION PLAN MICHAEL C. ANDERSON CONDITIONED SPACE _ 2 6 N 1s —0 2 6 A ROUNDED TO THE SCALE: 1/4" = 1'-0" 17720 CUBIC FEET ' �� � " CLOSEST INCH ichael Digitally sign by Michael 38_O SHEET n d e rs Anderson rDD DD MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: 1 1 FL. LIC. AR0017305 2021 .09.03 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 3495300 (772)418-2118 n 07:03:01 -04' ' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 i 18" SQ. COLUMN ABV. PLANT SHELF TO CLG. LVL BEAM o� LOFT PLAN REVIEW REVISIONS 00 36"H. 2x4 w d w 30" CEILING KNEE WALL W/ c5 x = RAID. DRYWALL CAP Q N Cy- F'J N m B <O Q I Q -00 -' OPEN I w °- r, o w o -- COFFER FLOOR ci MASTER PL N REVISION ~ TRUSSES CLG. _¢ � N E. Lo 7-21-21 3ro fit¢. Of 16'-8" kv =q _ m Y 1 -4w<. a s. M . BR. om ' ARCH OPNG. NOTE: .,;°, , O » C.B. COLS. jo - 1 -4 " �:f, 11 B I! T F A M I L Y i ADJ. TO PWDR. BATH -jq '`TOP + 6 -8 A.F.F. L)t\ TOP OF SECOND FLOOR WALL TOP PLATE TO BE w wo _I ° ° - - - - - - - - - - - - ° ° [::] w a +17-4" ABOVE TOP OF SLAB AND +9'-4" ABOVE TOP �y _ OF CONC. BLOCK WALL TO ALIGN ROOF PLANE OF P.C. HDR. ABV.- ■ �� BOT. + 6'-8" A.F.F. KITCHEN/DINING SIDE WALL WITH SECOND FLOOR ROOF. FT• w LANAI FAMILY RM . BLDG. SECTION ,1 -7 ,/4 DOOR SCHEDULE o � CONIC.8'-0' CLG.SLAB I (14)T ® 10" EA. I I " STAIR SECTION_ CYD SEE FOR SHEET A6.1 W I 2, -4R ADDL. INFORMATION 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 12'-7 1/2" 1 1 3068 W/ 64"X7" .19 .05 MUNTINS IN SDLT. 8-O q w 4'-4" ' " O I OC 8'-10" 4'-2" (3)2x4 STUD 6'-3 1/2" 12" SIDELIGHT 3.1 S.F. EXT. DOOR \� 2x4 STUD +6'-8" I +6'-8" COLUMN AT » COLUMN AT 72X80" O +6 8 Og +6 8 2 6068 S.G.D. .69 .21 HDR. HT. HDR. HT. CORNER O CORNER 40.0 S.F. 1 EXT. DOOR HDR. HT. HDR. HT. ■ ■ ■ ■ ■ 3 2868 SOLID CORE W rn 20 (4)2x4 '0EGRESS 1 GARAGE DOOR x BRG. O � o COLUMN 4 `-4 - - - 8'=0"_CLG. \ 4 2868 3 INT. DOOR 4068 UNDER 8'-8" CLG rnrn Lo 5 BM. END I I N BRG. WALL, - FRAME WITH �^ ^y ) HB SH jBKFT. x I I 2X4'S AT 6" O.C.O.C• 5 2468 3 INT. DOOR \� VAULTED o F A M . I I W 2' 0" z a' VAULTED OPEN TO N 36"H. 2x4 6 2068 1 INT. DOOR �+ ■ BELOW \ KNEE WAL W/ RAISED BAR I I DRYWALL DAP ■ R F. M 15'-2 3/8" +8'-0" BRG' 12' 0 3/8" i 7 2668 3 INT. DOOR N » WA oo LVL BMA 9 _6 n 2X4'S AT 16' r in ABV. - I I d' O.C. 2'_0» I 12._d" \ M LOFT " 8 2068 BIFOLD 1 INT. DOOR KIT. 00 DW 2x4 KNEE WALL ao M r I 7 -11 1/4 CLG. 0 VENT 0 1 VAULTED -- I I N (SLOPED TOP) W/ O r ` MICROWAVE BALLUSTERS (4)2x4 BRG. N 9 2468 2 INT. DOOR TO do SINK W/ COLUMN jM . BR. NABOVE \ EXTERIOR I ABV' GI DISP. QI i UNDER BM. O2x4 UNDER COFFER ri 10 4068 BIBASS 3 INT. DOOR I O II 11'-8" RDER END _ 12'-4" 10 ■ I II II isI - NDIST. TO FACE OF FIRST RISER 2x4 KNEE N 11 16070 OVHD. DOOR 1 GARAGE DOOR LO 1�_1°� 1 WALL (SLOPED o ,no r (4)2x4 BRG. TOP WE BRG WALL, - FRAME WITHCOLUMN BALLUSTRS1 -1 1/2" 5 SH. 5 SH. UNDER ABOVE 2X4'S AT 6" O.C. WINDOW SCHEDULE L ■ GIRDER END 1 W N a NOTE: TOP OF - \ \ _ (1 5) R A �I Q `° 0 11 _ $ 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS W -j ~ "t x o WALL AT » , " WASTE STACK 7.52 EA. /g - 8 ;� 2 -11 1 8 �I 4 8 7/8 4 1/2 3 -11" � TO SECOND � � Cn e') Q +42 A.F.F. / 1 ) R D DOWN 7-11 1 8 o Cn 00 ° x N FLR. BATHRM. Al1 A / 52.125"X71"X52.12"RX64.017" _ <t �- n, ODINING - - \ - - DRYER HA D AI A 35 SH LEG .55 .22 1 MUNTINS Z w > o T ,� R/S (2)R/S VENT ABV. (ELLIPSE TOP) 24.9 S.F. C] -J L o +6 -8 _ HDR. HT. N G- _ _ - -_ CLG. A/C \ _ _ R/S _ _ g 35 SH 52.125"X62" 54 .25 2 Z z u- N N 18 SQ. COLUMN r ABV. PLANT M O DRYER � � PLATFORM 1'-4 1/2" M 10 22.4 S.F. oD `Q F- Cq O / r r 0 SHELF TO CLG. O 5 1/2" r p 0 , `tjN 36"X62" Q U IY N U D. I 6 -11 3'-1 1/2 "' C 25 SH .54 .25 2 IZ O <C ■ PLANT �z I N 3/8" 3 1/2" 9'-8" "' 1n +6 -8 _ " I 15.5 S.F. W W ti SHELF TOP Ofa HDR. � 77 10-3 1/2 �n pC w � z `�o II HT. co -0 4'W. X 3'-4"H. 48"X40" DEFAULT DEFAULT +8'-4" (4)2x4 I ILO ® SHELF W. , 0 D 1 N O M COLUMN I F GLASS BLOCK 13.3 S.F. I F ABV. I ■ i� ►� _ GREAT R M . I MT z = A/C _ JBR . 4 +6'-8" 3050 SH (EGRESS) 35.375"X71"X25.9"RX64.017" WI rR/S 3 �' , HDR. HT. E N VAULTED � � 42 H. ci CHASE iv � (ELLIPSE TOP) LEG .55 .22 2 MUNTINS I j WH CM ) WALL � 7 -11 1/4 CLG. EGRESS (FRAME WALL) 16.9 S.F.0 N CLG. w 1 F 3050 SH (EGRESS) 35.375"X59.625" 54 .25 0 5 A C "� 2 P.T. 31" MIN. ILO 5 N (FRAME WALL) 14.6 S.F. 2 �1 ■ O CHASE 7 1/2 \ 2x4 % 1'-11" r It LO5'-3 1/2" 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY 10'-5 7/8" 9'-10" ° LINE OF 7' EGRESS REQUIREMENTS.DLOAD AND EMERGENCY LIVING 2'-6 1/2" CLG. HT. 5 ® ACCESS ATTICPROJECT » N 00 ( » WALL W/ BRG. AIR N sH. 6 -10 NOTES: WALL LEGEND NO. 7-015-029 GARAGE COND. O OXC4 S AT 16 8'-0" CLG. -1 R/S --� R/S 1. WOOD STUD SPACING: (UNLESS INDICATES INT. BRG. DATE DRAWN 5-26-21 � h , OTHERWISE NOTED ON PLANS) HT. PER PLAN NOTE: PROVIDE 5/8" 2 10 ' , x �N _ -EXTERIOR FRAME WALLS AT 16" O.C. ■ ■ ■ ■ ■ ■ ■ FIRECODE GYP. BD. I N I�- - - � --""" -INTERIOR FRAME BRG. WALLS INDICATES PLANT ON GARAGE CEILING ■ ' 10 AT 16 O.C. SHELF HT. PER PLAN SEAMIST 215 B1 4'-8" 2'-0" oo N 6'_7 /2» \ -INTERIOR FRAME NON-BRG. WALLS \ M AT 24" O.C. INDICATES TOP OF St FLOOR LIVi. 1330 SQFT A z 70 0 -KITCHEN CABINET WALLS AT 16 O.C. BLOCK @ 8 -0 AFF nd FLOOR LIV. 885 SQFT P.C. HDR. BOT . M M 7 » +6 -8 - - HDR. HT. ° ■ 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE JBR. 3 UNLESS OTHERWISE NOTED XDIC FRAME WES OLLS W/ND O2X4'S 12 w. FLAT rGARAGE 437 FT 3. CONC. BLOCK WALLS ARE DRAWN AT 16" O.C. ARCH SOFFIT o 7'-11 1/4" CLG. 7 5/8" WIDE UNLESS OTHERWISE NOTED LANAI 167 SQFT -1 12" SQ. BLK. ° FRAME ■ HB N OUT FOR r 4. TOOL CONIC. BLOCK JOINTS INSIDE NOTE: ALL SECOND FLOOR EXTERIOR WALLS ARE 2X4'S AT COLUMNS W/2#5 MANABLOC GARAGE WALLS (BRUSH & CLEAN) 16" O.C. UNLESS NOTED OTHERWISE ENTRY 27 SQFT VERT. & FILLED ON WALL JBR. 2 0o W/ CONCRETE (3)2x4 STUD5. DOOR & WINDOW ROUGH OPENINGS NOTE: ALL SECOND FLOOR INTERIOR WALLS ARE 2X4'S AT TOP +8'-0" o COLUMN AT 7'-11 1/4" CLG. (3)2x4 STUD SHALL BE PROVIDED BY BUILDER 24" O.C. UNLESS NOTED OTHERWISE TOTAL 846 SQFT 9'-0" 8'-0" I CORNER COLUMN AT 6. TOP OF TYP. BLOCK WALL +8'-0" 11 t° CORNER UNLESS OTHERWISE NOTED CUBIC L JME OF ■ ■ ■ ■ ■ ■ EGRESS EGRESS 7. HEIGHTS ARE MEASURED ABOVE MICHAEL C. ANDERSON CONDITIONED SPACE _ 2x4 Im TOP OF FOYER SLAB Digitally 17720 CUB C FEET 2-6» E E 3'-0" ADDITIONAL SEE STRUCTURAL NOTES FOR Micha ADDITIONAL INFORMATION signed by 16'-0" 2-6 2x4 BLKG. +7'-3" +7'-3" Michael 17'-0" 21'-0" 024" O.C. - HDR. HT. HDR. HT. 38-0 EDGE OF 2x4 11 0 e Anderson SHEET CONIC. BLK. 2d'-11" Anders Date: FIRST FL00R PLANNOTE: ALL INTERIOR FRAME WALLS ARE 2X4 S AT 24 O.C. UNLESS NOTED OTHERWISE BELOW MICHAEL C. AFDERSCONA 0017305 T OF RECORD2021 .09.03 NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE SECOND FLOOR PLAN TOWN LANE, PORT ST. LUCIE, FL 34953 0 SCALE: 1/4" = 1'-0" TYP. STUD CORNER DTL. 1020 SW PROVINCE 2 ■ SCALE: 3/4" = i'-o" SCALE: 1/4" = it-off (772)418-2118 on 07:03:1 4 PLANS DESIGNED TO MEET THE REQUIREMENTS OF -04 00 THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 1x6 P.T.BUCK SET IN DOOR 7HRE5 COLD SET Ix3 OR Ix4 I?T.BUCK SET IN STUCCO FINISH SEALANT AND NAILED ALUMINUM FRAME GONG.OR MASONRY SEALANT AND SECURED O.C. IN BED of CAULK PERIM!_- R CAULKING M-1/2'CASE HARDENED FASTEN THRU BUCK W/CASE HARD NAILS® 12"O. (MAX) FASTENED TO SILL W/ 3A6'D1A. TAPCON5 COIF.OR MASONRY COIL NAILS AT 12'O/G. 3/16"x3 1/4'TAPGON ® I6'O/C MAX SCREWS®24"O/C — PERIMETER GAULKI Ix4 OR!xb P.T.BUCK SET IN MAX IN PREDRILLED ALUMINUM DAME SEALANT AND NAILED HOLES BY MANUFACTURER SECURE FRAME TO SILL P LAN R EV I E W REVISION S FLOOR COVERING---� W/1-1I2 CASE HARDENED �D .�oR MA501Y DRYWALL BO o o 000. 0 0 _j Oo COIL NAILS AT 24'O/G. _ _ PERIMETER CAULKING WITiI SILICONE CEMENTITIOU5 FINISH o o°O MAX. DOOR FRAME a ° Qo GEMENTITIOUS FINISH GAULKIN6 DOOR TRI I'ERIME7LR CAULKING O G° o°O O° C ' o 60041 FASTEN TO 5ILL WI - GONG.OR MASONRY " DRYWALL BOARD 1x3 OR Ix4 P.T.BUCK SET IN DOOR TRIM � 'o DRYWALL BOARD #6 x! SCREWS ®2-0 O/G o DOOR FRAME FASTENED THROUGH BUCK CAULKIIV6 SEALANT AND NAILED flo°000 .o Q. AULKIN& " o .Oa AI 3-1/4'x I/4'(MIN)TAPGONS, G <—FLOOR COVER1N6 L ALUMINNN FRAME COIL NA CASE ILS AT HARDENED WITH N TAM EA PERIMETER CAULK! DOOR FRAME FASTEN THRU BUCK W/ MSC 6'MIN FROM EA. C AND CONCRETE SLAB FASTEN THRU BUCK W/ :: o o..� o• .r. 0 3/16�3 1I4'TAPCON PRECAST OR POURED 4 EQ.SPACED TAPGONS ON EA. VERTIG LE6W/Mll�EMBED of 15/6" W/3-!/4 x 114 (MIN) �Do o. C� SCREWS®24"O/C SILL MASTER PLAN REVISION TAPCONS AT 24'O/C. MAX MAX. IN PREDRILLED PERIMETER CAULKING IN PREDRILLED HOLES 6ROUT BED HOLES BY M*WACnRER A BY MANFFACnRER PERIMETER GAULKIN6 DRYWALL BOARD 1-21-21 GOA/GRETE SLAB CEtrENTITlOUS FINISH CAULKING � HEAD/JAMB DETAIL SILL DETAIL HEAD DETAIL JAMB DETAIL SILL EXT DOOR EXT DOOR JAMB/HEAD DETAIL SILL DETAIL DETAIL (SGD) (SGD) WIND❑W WIND❑W WIND❑W ti . ti W � o W � � cy) 12 6 f— 12 12 [:�- O TOP OF 2ND FLR. q TOP OF PLATE_ �+ O-- — — — -—- -—- — — -------- — — — EJ TOP PLATE_ _ � -- — — — +17'-4" A.F.F. — — — —W — ------- GEMENTITOUS GOATiNG - --- - - --- --- ----------- - - - +17'-4" A.F.F. W r - ON MTL LATH (� 44 TOP OF 5EGOND tV El O Q GEMENTITOU5 GOATING FIN15H FLOOR I z_ I N ON MTL L _ _—_ - _ - TOP OF SECOND z � +q=4 3/4" A.F.F. +t--E _ w _ _ FINISH FLOORJ +q'-4 3/4" A.F.F. - _ - — - Y EJ F TOP OF BLOC _ _ -—- _ - - _—- - -—- -__ ^�I M TOP OF BLOGK TOP OF BLK. O O +&'-0" A.F.F. — EJ �— +8'—O" A.F.F. � +8'—O" A.F.F. = GEMENTITOUS _ ■ _ t= GA}�,GE r, O' �y GOATING ON BLOCKd} x= GEMENTITOUB �p I F-G-1 Q O 1 3 GOATINO ON BLOCK O �, ENTRY BEYOND —_ -—_ O _ _ _ _—_ _—_—_ —_ _ - -—- TOP OF SLAB _ _ TOP OF SLAB Q BEYOND --- - ---- +O'-O" A.F.F. — -- ----- — +O'-O" A.F.F. -- --- - - --- --- - ------ r R I C HT SIDE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION � 0 RIDGE HEIGHT NOTE : +23'-1" A.F.F. 12 TOP OF 2ND FLOOR WALL TOFF PLATE TO BE 16° OVERHANG +IT-4" ABOVE TOP OF SLAB AMD +c('-4" ABOVE CIA D TYPICAL UNLE55TED TOE' OF GONG. BLOGK MALL TO AL I CAN ROOF PLANE OF � OTHERWISE NOTED ON N(TL IL UATM 5 COATING O K I TGNEN/D I N I NC SIDE HALL N I Tf--� 2ND FLOOR ROOF. � � � � rn -—- co Q TOP OF PLATE o � Q Q LL N --- , ---- - - - A.F.F. CONGEALED 2x4 VERT. AT EA. FACE OF w FLA5HIN ��1- ARCH W/ (3) 10d NAILS AT Z p J M o LL co 00= PRECAST LINTEL AT TOP EA. END TOE NAILED W/(2) J m O , CV BLOCK COURSE 10d AT BUCK Q U- co\)] U u-- W c0 2x4 50LID BLOCKING (FULL U T N U i 15/32 GDX O Q n OO—V WIDTH OF WALL) BTWN. E f vz TOP OF BLOCK WALL PLYWD. ARCH FACES W/ (3) A-A PLYWOOD PANEL Z) P.T. (2) 2X4 BUCK - 10d NAILS THRU D.S.B. INTO (BOTH SIDES) NAILED U) 1— L� " 3QQ F- CONNECT TO TO BUCK W/ 8d LO U) O 6 W. SCORED TRI 4" W. RAI ED Oi 3 TOP OF 5EGOND BLOCK W/ 3%6" x 3° EA. 2x4 NAILS AT 4" O.G. _ RAISED TRIM -� TAPCONS (1 1/4" PRECAST LINTEL AT TOP (PROD. 3/49 TRIM ARO ND 4 W. SCORED cV •J _ FINISH FLOOR c� � DOOR TRIM - +q'-4 3/4" A.F.F. INTO B EMBEDMENT P.T. (2) 2X4 BUCK - 3 BLOCK COURSE J ___ _ __ (oil W. 5G0 D TRIM _ TOP OF BLOCK x 3" TAPGON5 (1 1/4" MIN. W _TOP OF BLOC ___ CONNECT TO BLOCK W/ �(6 A.F.F. +b'-O" A.F.F. 2X4 VERT. BRAGE5 EMBEDMENT INTO BLOCK) ~ W. SCORED TRIM 15/32" COX PLYWOOD PANEL BUILT-UP PLYWOOD OR _ ® ® (BOTH SIDES) NAILED TO -- -- MASONITE BUCK - SCRIBE GEMENTITOUS GOATIN U BUCK WI 8d NAILS AT 4" O.G. - BACKSIDE TO FIT ARCH. ON BLOCK Q = 2 &"x5" RA15ED BLOCK PROVIDE %6" x 3" TAPCON (I CONNECT W/ 6d NAILS - 2 (PROD. 3/4") TYP. (4) PLAGE5 2x4 SOLID BLOCKING (FULL 1/4" MIN. EMBEDMENT INTO ARCH PROJECT r O �p _ 01 WIDTH OF WALU BTWN. BLOCK) AT EA. 51DE BUCK-(I) OPN6. LINE OF PLYWD. ARCH FACES W/ (3) WITHIN 4" MIN. TAPGON OF RECTANGULAR 7,11 O IOd NAILS THRU PLYWOOD START OF ARC INTO EA. 2x4 ROUGH OPENING NO. 7-015-029 _— - --- - �� GEMENTITOUS BUILT-UP PLYWOOD OR DATE DRAWN 5-26-21 TOP OF SLAB COATING ON BLOCK MA50NITE BUCK - SCRIBE +O'-O" A.F.F. - - - - -- --- -- - - - - BACKSIDE TO FIT ARCH. (REF. ELEV.) 12" SQ. BLOCK RAISED CONNECT W/ 8d NAILS I x 3 BUCK CONTINUOUS COLUMNS TRIM (PROD. 3/4") SECTION �4— G SEAMIS 1 2215 B1 FRONT ELEVATION MASONRY' 330 SOFT 1/4" = If-oilOPNC. DETA I L 2ndFLOOR F FLOOR L V. 1885 SOFT GARAGE 437 SOFT LANAI 167 SOFT WINDOW PRESSURE CHART 160 MPH ENTRY 27 SOFT TAG PRESSURES ZONE SgFt ATTACHMENT PER MFRS. - O PRE-ENGINEERED RECOMMENDATIONS 10 +27b / -30.0 4 o-Iq.q I'-2 7/8" 1'-2 -1/&" iV m TOTAL 846 SOFT ROOF TRU55 IX2 NAILED TO TRU55 O +26.4 / -2&.*7 4 20-4CIA 44 N TAILS W/ (2)-8d NAILS -� MIGHAEL G. ANDER50N CUBIC VOLUME OF u �e� 0 +24.a / -27.1 4 50-qq.q CONDITIONED SPACE _ �D Digitally 17720 CUBIC FEET „ „ +23.5 , -25.8 4 100-4•�f 4.9 0 0 icha g. y _ CONCRETE U BLOCK TIE-BEAM TOP LOURS signed by OB +27.6 / -37.0 5 O-ILIA HORIZ. 2X2 NAILED TO 6 +26.4 / -34.5 5 I Michael SH ET O 20-4q.q Anderson VERT. IX2'5 W/ 12d X 3 V411 NAIL O +24.5 / -31.2 5 50-qq.q MIGHAEL G. ANDER50N, ARCHITECT OF RECORD n d e rs Date: ATTACHMENT PER MFR5. I'-O" I'-O" FL. LIG. AR0017305 BEE PL N RECOMMENDATIONS Og +23.5 / -25.1 5 100-4gq.q 1020 5W PROVINCETOWN LANE, PORT 5T. LUCIE, FL 34,5153 2021 .09.03 M2)41&-21 IS 07:03:27 STAPLES 0 8" O.G. PER MFRS. O +23.5 / -25.7 INT. 112 = = n -04�00� RECOMMENDATIONS �_ �_ PLANS DESIGNED TO MEET THE REQUIREMENT5 OF O � �� d O I THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL OTH EDITION) FL. LIG. AROOI-1305 CONTINUOUS VENTED — -- — SOFFIT DETAIL SOFFIT a all N.T.S. I PREGAST HEADED' SGHEDULE B-x LINTEL CAST GRETEALLOWABLE ALLOWABLE PLAN REVIEW REVISIONS MEMBER LENGTH TYPE LOAD UPLIFT B-I 94" 8FI6-IB 5365 PLF 22110 PLF B-2 54" SFIb-IB b113 PLF 2724 PLF ''�• ' FRAM I NC NOTES: 5-3 80" 5RF14-IB 3120 PLF 1651 PLF •' �� . • • f. DESIGN LOADS: 6-4 -TO" S96-113 4360 PLF 20g3 PLF 8F8-1B BF16-IB #5 REBAR AT TOP WIND: 160 M.P.H. AT 3 SECOND BURST TYPE DESIGNATION MIN, (1) REQ'D ROOF: 37 PSF (20 L.L✓17 D.LJ MASTER PLAN REVISION It 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.G. 1-1/2' CLEAR B-5 q0" 8FI6-IB 2661 PLF 1634 PLF J � a WITH 2 EA. Ibd TOE NAILED EACH SIDE 7-21=21 F = FILLED WITH GROUT / U = UNFILLED < ', B-6 208" 8FI6-IB q50 PLF 404 PLF QUANTITY ❑F #5 REBAR AT ¢ _ :` C.M.U. (DfAPHRAM AREA) �B❑TT❑M ❑F LINTEL CAVITY OD ¢ �... 3. AT BLOCK/STRUGTURAL FRAME WALL11 FBra CONNECTION, PROVIDE 1/2" DIA. B-7 70" 8F8-IB 1451 PLF qOq PLF ; E —GROUT 8 F 16- 1,B�1 T COUNTERSUNK ANCHOR BOLTS W/ 2-I/4" MIN. Z EMBED. ® 24" O.G. VERT ® (2)2x4 P.T. VERT. - - - - - - - - - - - - B-8 126" 8FI6-IB 1533 PLF ql4 PLF N❑MINAL WIDTH Zo #5 REBAR AT BOTTOM � QUANTITY OF #5 OF LINTEL CAVITY i`� B-q 184" 8FI6-IB 1250 PLF 485 PLF N❑MINAL HEIGHT REBAR AT TOP . 4. SEE FRAMING PLAN FOR PRECAST LINTELS 7-5/8'ACTUA TYPICAL I I SECT! N AT VAULT" I I B_g 8' NOMINAL WIDTH r,.; B-8 ON SF T. A6.0 1 5. PERMANENT OR TEMPORARY BRAGING OF 7� �. 13-O Aq TRUSSES PER HIBgI. ANY ADDITIONAL TRU55 PROVIDE 5IMP50N "L5TA24" BRAGING REQUIRED WILL BE DETERMINED Q4 1/2" A.B. AT 32" O.G. IN LIN PROVIDE "HETA20" ATE . FLOOR AT EACH TRU55 VERTICAL BY TRU55 ENGINEER ON 51GNED AND SEALED q SEE SECTION X-X ON 5HT. A1.9 TRU55 VERTICAL TO LIN L-VERIF TO STUD ® 24" O.G. MAX. 2x4 BLKG. AT TRU55 DIAGRAMS. I �i E rj I q 2x4 BLKG. AT 48" I SPACING PER TRUSS EN INEERING TRU55 O.G. AT O.G. AT TRUSS BOT. _ S A S ATHING TO CONNECT 2'-0" PER TRU55 2'-0" I6" HIGH GABLE END FLOOR 12'-7 I/2° CHOR BOT. 6. ALL HEIGHTS NOTED ON PLANS ARE "�I 0 n \~ CHORD B-5 B-2 — p 71 it) FRAME WAL MANUFAGTURERES TRU55-SEE "GABLE END FLOOR N= MEASURI=D FROM TOP OF FINISH FLOOR B-2 REGOBM�NDATI TRU55 CONN. DTL." ON 5HT. A6.1 — O (�• E-EV• 0'-0") � O (2)2x6III — — -� -- — — — — — — — — 7. ALL TRU55 TO TRUSS CONNECTORS TO BE 11{ Ili III III III i f N T� 111' fit SUPPLIED BY TRU55 MANUFACTURER.� 2x4 X- GIN x - 5. SEE STRUCTURAL NOTES FOR ADDITIONAL N- - A4. Ili Ili(fI !f I �-Ill INFORMATION.III !II X y�,Ill IIIW v � If 4. OVERHANG 15 I'-4" UNLESS NOTED OTHERWISEX-BRAGINIT( 1x g O ts) !!I !If ! \!!I Ill � IL LO Ib" III flf flf Ilf IE! IU Z I Q v I O III I I {I III 111 Ill lfl 111 {!i III ? 2 O O W W OH �!1 - if! fl Ilf III x Z O z O — U_ OH 3/4" T4 G 2ND FLOOR WALL m 0 N O O O 0 0 O z I I PLYWOOD CONSTRUCTION w I ( = 2X8 FLOOR 5UBFL00 (TYPICAL) o n o I '� ~ °z I I SI I1PSON �U52 O J W � p W N O AT ENDS Z ? IL 6 © p W ►= 2 1-3 4"x12° } PER 55 puW B VAULTED iY O iy MAN FAGTURERE5 GLG. I Q 11< I = REG MENDATION W�p PROVIDE 2Xb LEDGER rp FLAT cV x — — — — — � ty } O BOARD FOR FIRST FLOOR 16" DEEP FLOOR cxV ROOF TRU55 BRO. - 2 TRUSSES N i ATTACH LEDGER TO EACH STUD W/ (4) Ibd NAILS (SEE LO DETAIL 5HEE A6.1) FRAME BRG WALL W/ 2X BLOGKIN CONCRETE o Q0 IME 2X4'5 AT 16" O.G. CONSTRUUC BLOCKHAION U UNDER GIRDER FL cv 1 DETAIL_ (TYPICAL) �, � rn r TRUSS EN25, -J - MX 0 I I (2) 2XI2'5 A4. SCALE: 3/4"=P-O" _ ( Q Q W CO N CJ W. W > T 'n J C) CD N 3/4" T$G 2ND FLOOR WALL j_j CO O r N B-4 I I (6) 2X4 J PLYWOOD CONSTRUCTION z -� '- (3)2X4 I (2) 1 3/4"XIb" H. O p JOISTS 5T5 WITH SUBFLOO (TYPICAL) v W � (q 0 CC LVL BEAM = -' ( I SIMPSON LU52 Q U O= RI U N AT ENDS z O Q ti W W :5 b.l GLG.T I I U) O 4 2X4 - M T_ 16" DEEP FLOOR J OH TRUSSES W ' FLAT IL GLG. O III III III O Q CONCRETE 2X BLOGKIN BLOCK _ a iu c!1 — — — CONSTRUCTION ACCESS (TYPICAL) III III III 1 2ND FLOOR PLUMBING _ 0 2 DETAIL_ PROJECT Wp \t4,9 SCALE: 3/4"=P-O" Ib III III Ill ____=J W O N (L/ NO. 17-015-029 OH Ili III I N 00 HALL LEC END DATE DRAWN 5-26-21 Ili III B_3 NI p r INDICATES INT. BRG. SEAMIST 2215 B1 - 8' FLAT a' FLAT HT. PER PLAN 2x4 BOTT. CHORD B-7 >I- O, GLG. GLG. BLKG. SEE NOTE #2 lil - HOLD END OF INDICATES PLANT st FLOOR LIV. 1330 SQFT SHELF HT. PER PLAN — -ul — — 2X LEDGER AT TOP s BOT.OF ` FLOOR TRU55 1/2" nd FLOOR LIV. 885 SQFT HOLD FACE OF 2x4 -BRAGIN B_1 IN TRU55 - NAIL W/(2)IOd NAILS TO O BACK FROM TRUSS I/2" BACK TRUsS ENDS 4 STVDs FACE OF BLOCK GIRDER TRUE INDICATES TOP OF FROM FACE OF WALL (TYPICAL)FROM 437 SQFT � BLOCK @ 8-O AFF BLOCK WALL - SEE GABLE END � O �Q INDICATES SECOND FLOOR LANAI 167 SQFT (TYPICAL) SECTION AT VAULT" O 2MTS12 ,r 'Sy 2MTS12 ON 5HT. Ab.O 0 _ _ EAT�RI�R FRAME WALLS W/ 2X4' NOTE: PROVIDE TRUSS I/2" DIA. A.B. AT 32" O.G. IN LINTEL - i.U- Ill _ _ ENTRY 27 SQFT STRONGBAGKS PER SEE SECTION X-X FOR THI5 AREA ° (N O TRUSS MANUFAGTURER'S j N _ SPECIFICATIONS w B-6 ° GIRD R TOTAL 2846 SQFT NOTE: OFFSET GABLE END TRU55E5 Y2" FROM — — — — — — — — — CUBIC VOLUME OF FACE OF BLOCK — — — — — - - 1LWMIGHAEL G. ANDER50N CONDITIO ED SPACE — - - - - NOTE: PROVIDE 51MPSON HOLD FACE OF (2)2x6 (2)2X6 Digitally 17720 CU IC FEE "HETA20" AT 24" MAX. ATT FLOOR TRUSS ichae signed by t- GABLE END TRUSS TO 5'-0 1/2" 1O�_11�� 5'-O 1/2" 1/2" BACK FROM 2MTS12 2MTS12 BLOCK CONNECTION Michael FAGS OF BLOCK 16" HIGH GABLE END FLOOR WALL (TYPIGAL) Anderson SHEET TRU55-5EE GABLE END FLOOR TRU55 CONN. DTL. 00 R twit I f`i/= �?� � MIGHAEL G. ANDERSON, ARCHITECT OF RECORD n d e rs Date: ROOF FRAM I NO / SEGOND FLOOR FRAM I NO PLA PROVII 5EII*b" AT EA. FLOOR TRUSS VERTICAL � FRAMING I 1`G FL. LIG. AROOI7505 2021 .09.03 SGALEI/4" = I'-O" TO - G G S SCALE: 1/4" = 1'-0" 1020 5W PROVINGETOWN LANE, PORT 5T. LUCIE, FL 34g53 ENGINEERING 07:03:45 (772)418-2118 n PLANS DESIGNED TO MEET THE REQUIREMENTS OF -04'00' THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITION) FL. LIG. AROOI7305 PLAN REVIEW REVISIONS 3 #1 CU THHN OR LEGEND AL. EQUIVALENT 2" CONDUIT SURFACE MTD. CEILING FIXTURE ELECTRICAL LOAD CALCULATION 150 PENDANT FIXTURE 30 CKT 2215 S.F. AT 3 VA 66 kVA PANEL 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 0 RECESSED LIGHT 3.0 kVA MASTER PLAN REVISION LAUNDRY CIRCUIT 1.5 kVA METER RANGE I WATER HEATER 12 3.0 kVA 150.0 kVA K� WALL MTD, BRACKET R 72' A.F,F. DISHWASHER 1.5 kVA M.C.B. 7-21-21 DISPOSAL 1.5 kVA DRYER &0 kVA FLUORESCENT FIXTURE SUBTOTAL 34.01 kVA WALL MTD, VANITY LIGHT FIRST 10 AT 1007 10,00 kVA REMAINDER AT 40% 9.6 kVA 2" RIGID O.H. SERVICE F.P.L. EXHAUST FAN TOTAL OF OTHER LOAD 19.6 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.6 kVA EXHAUST FAN W/ LIGHT NO. 4 CU. WIRE­,'� EXTERIOR FLOODLIGHTS 23,600 VA DIVIDED BY 240 V 983 A TO UFER GRND.POOL SUB PANEL 30.0 A 0 TOTAL 128.3 A CEILING PADDLE FAN co USE 150 AMP SERVICE (PREWIRE OR W/ LIGHT AS NOTED) 44 I ` PREWIRE SCHEMATIC ELECTRICAL RISER F�,� WALL MTD. SMOKE DETECTOR (BACK TO BACK SERVICE) 44 WP CEILING MTD, SMOKE DETECTOR O Q4 CEILING MTD. CARBON MONOXIDE DETECTOR CO co 1­4 (�)S.D. CHIMES 44 S.D. QQ 1 k" "I I 1 $ 0 ) 1 0 Q4 �j I — CHIMES PUSH BUTTON F- Q) 666, J_ TELEPHONE JACK - * Q4 CABLE TELEVISION JACK I � �ti vvir r- 110 V. DUPLEX RECEPTACLE RqF. 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 0) N CAT5 00 110 V. GFI DUPLEX RECEPTACLE GF1 j I I OUTLET FOR I PREWIRE 220 V, RECEPTACLE MICROWAVE-----,. D GFI 7N II REWIRE DEDICATED 220 V. OUTLET S14K N1 0 11 AT5 Ell C FiTI 110 V. JUNCTION BOX A) Tv _j PRE IRE SWITCH @ 42' A.F.F. GF 15-k5F C.M.D.D. 2D IGFI RHEOSTAT SWITCH @ 42' A.F.F. LO I GFI LO F1 HT TP TOUCH PAD FOR SECURITY SYSTEM T_ V, LIGTO TO ABOVE SWITCH a)m (R) CENTRAL VACUUM OUTLET LOCATION CD BELOW If ELECTRICAL DISCONNECT '00) r"-- -5 � c, 0- U) - < LL 00 LILI > c) �CTR. till z CE r =& T �N_ I 1 .1 / ) — (a LL -0 ON C\1 C.M.D. "r- WDW. z 'Co LL < D. S.D. w i.-: I I I — — I — _Q, ELECTRICAL NOTES < 0 0� cm 0 D 2: 0 < r I LL, =5 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION ui I W. DI Cd UNLESS NOTED OTHERWISE. co z I LO ---r- DI N 0 1 L 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS :r AN �6" x N\--\ m 01 7� S. SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. w WH LLI _N 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI _j CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. GF1 I �9; E XH 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER I EQUIPMENT AS REQUIRED BY N.E.C. 'A --f AIN, F PREWIRE GFI GFI 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS 22x54 ATTIC SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY DISC. ACCESS ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, PROJECT DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, AIR HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED NO. 7-015-029 COND. 1 7 BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER COMBINATION -IV I -/— TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH >< CIRCUIT (NEC 210.12 (B)). DATE DRAWN 5-26-21 8) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN • GARAGE DOOR 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. OPENER PREWIRE ELEC. S.D. (a SEAMIST �215 B1 NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL WPO GFI PANEL C.M.D. VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET METER APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 1 st FLOOR LIVj. 1330 SQFT 2020 F.B.C. 2nd FLOOR LIV. 885 SQFT If S.D. S.D. GARAGE 437 SQFT LANAI 167 SQFT PREWIRE PREWIRE ENTRY 27 SQFT TOTAL 2846 SQFT COACH LTS. --- MICHAEL C. ANDERSON CUBIC VOLUME OF CONDITIONED SPACE PREWIRE _ _ M chae i Digitally 17720 CUBIC FEET signed by Michael SH ET Anderson FIRST FLOOR ELECTRICAL PLAN ­And Date: AW-M MICHAEL C. ANDERSON, ARCHITECT OF RECORD SECOND FLOOR ELECTRICAL PLAN erS 2021-09.03 SCALE: 1/4" V-0" FL. LIC. AR0017305 SCALE: 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 07:03:59 ■ (772)418-2118 on -04'00' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 I I ST ?UGTURAL NOTES: V400D STRUGTURAL NOTES: PLAN REVIEW REVISIONS HURRICANE STRAP @ PRE-ENGINEERED TRUSSES TOE NAIL (2) 16d EACH SIDE 19/32` CDX PLYWOOD SHEATHING EA. TRU55 - REFER 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND OUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN F3 SEC. BURST PER 2020 FBG. ON DETAILS. DAMAOED WOOD NOT TO BE USED. TO FRMG. PLAN 2x4 BLKG. @ 48' ❑.C. l 2x4 TRUSS TOP CHORD 2. CROUP II WOOD 15 SOUTHERN YELLOW PINE #2. f CONNECT EA. TRU55 INSULATION PER BLKG, @ 48' D.C. 2. WINDOWS, DOORS, AND OARAOE DOORS SHALL BE DESIGNED TO Fb=12D0 PSI, E=I,Ei00,000 PSI, M.G.=Icf% MAX.,TYP. BOTTOM CHORD W/(2) PLAN @ ON O.G. THE 2020 FLORIDA BUILDING CODE. PINE OROUP III WOOD IS DOU&LA5 FIR-LARCH, SOUTHERN YEL Ibd MIN COMMONS PRE-ENG, TRUSSES 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM-FIR, OR SPRUCE-PINE-FIR. TOE-NAILED TO AT 24' D.C. 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 5. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELO TOP PLATE 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER 4. END JOINTS 1N STRUCTURAL DOUBLE TOP PLATE SHALL BE MASTER PLAN REVISION X�x I Y Y-) (2) 16d COMMON NAILS AT COMPACTED GLEAN FILL. OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE EA, 2X4 LADDER FRAMING 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" " 7=21-21 2X4 45° CROSS BRACING NAILED AT 6 O.G. MAX. SIMPSON "5PH4" AT EACH 1/2" GYP. BD. W/(2)16d NAILS AT EA. I 2X4 STR❑NGBACK IF GABLE TRUSS IS GOLLATED POLYPROPYLENE FIBERS. REQUIRED DOSA6E RATE 5 EXT. SHEATHINO ON WALLS TO BE MIN. 15/52" STUD TO TOP PLATE W/ TRUSS WEB MEMBER TALLER THAN 8'-0' SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL GDX PLYWOOD. WALL NAIL PATTERN TO BE 6" 12-I0d X 1 1/2" AT EA. BE USED IN STRICT AGGORDANGE WITH THE MANUFACTURER'S 1\7 DBL. 2x4 TOP PLATE 2N4 45° CROSS BRACING SCHEDULE GABLE END TRUSS SET 3/4' RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM G94". O.G. W/ IOd NAILS`UNLE55 OTHERWISE NOTED. 1/2" GYP. BD. SPAN BRACING REQ'D, FROM FACE OF CONC. BLOCK THE FIBERS SHALL COMPLY WITH ASTM DE516NATION Gill& 6. ALL STRUCTURAL LUMBER (EXGLUDINO PREENO. WD. TYPE 111 4.1.3 AND WITH APPL I GABLE BU I LD I NO CODES. GREATER THAN 20 FT. SPACED 4'-0' ❑,C. TRUSSES) TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE 10 FT. TO 20 FT, (3) PAIRS AT 1/4 GERTIFIGATION OF COMPLIANCE SHALL BE MADE AVAILABLE 1j G.TURAL HEADER SIZES SHOWN ON ROOF FRAMING 2x4 STUD WALL @ Ito" LESS THAN 10 FT, P❑INTS (1) PAIR AT 15/32' SHEATHING OVER GABLE ON REOUE5T. STANDARD AGI 302 PROCEDURES FOR PLAGINO, O.G. W/ MID-WALL MIDPOINT END TRUSS FASTEN WITH 8d FINISHIN&, AND CURIN6 SHALL BE FOLLOWED WHEN USING PLAN ARE TO BE #2 OR BETTER, SPEG(E5 GROUP II PROVIDE R-11 BATT BLOGKIN& WALLS OVER I NAILS AT 6' D.C. FIBER MESH CONCRETE. 8. MAX. I" HOLE DRILLED INTO EXTERIOR STRUCTURAL INSULATION AT ALL ( 2x4 TRUSS . TT❑M 2X4 'T' ❑R 'L' STR❑NGBACK AT GABLE 5. CONCRETE MASONRY UNITS SHALL MEET A5TM GqO. RWDS TO BE DOUBLED AT EACH END OF WALLS ADJACENT TO 10 HT. PROVIDE BLKG CHORD BLKG. AT I VERTICAL LONGER THAN 48' - CONNECT SI SHEARWALL AS PER DRAW1N05. ►•�, !�� � NON AIR CONDITIONED AT 4-D O.G. MAXI 4 0 D.C.G, REFER ( WITH 12d NAILS AT 12' D.C. ROOMS T❑ FRMG. PLAN 6. MORTAR TD BE TYPE M OR 5 : OROUT TO BE 3000 P AT 28 DAYS. FOLLOW &ROUT CONFINEMENT PROCEDURES 10. WHEN ANGHORINC (2) WOOD ITEMS TOOETHER, THE LENOTH n 1 SIMPS❑N HETA20 AT EACH TRUSS AS DEFINED IN AGI 53-9ct. f'm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. I F (2) 16d VERT WEB MEMBER (24' D.C. MAX) COMMONS TOE 16d COMMON II. NAIL PATTERNS: � „� q NAILED EA. SIDE ` NAITO LS AT P,T' ❑C 8. REBATOP DR FILL IB CELLS ANDE SIZE #5 SPLICE 40, GONT. -DOUBLE PLATE AT 12" O.G. OUTSIDE THE SIMPSON "5PH4" AT EA. PLATE GHAN&ES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE ER STUD TO SILL PLATE WI CEMENTITI❑US FINISH OVER FRAME -DOUBLE STUD NAIL PATTERN AT 12" O.G. r„ � Q� � Q :: C❑NSTRUCTII❑N Q. OMIT -DOUBLE HEADER NAIL PATTERN AT 6 O.G. AT rv,� 12-I0d X 1 1/2 AT EA. 2x4 P.T. BOTTOM PLATE EA. EDOE, 12 O.G. INTERNALLY. W Q W/ 1/2" DIA. EXP. BOLTS APPLIED 2 LAYERS ❑F AN APPROVED rn 44 4" MIN. GONG. SLAB W/ 2" WASHER AT 8x8 U-BLOCK TIE-BM. FILLED a WATER RESISTANT BARRIER MATERIAL 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUD- 4" O.G. EA. HEADER MEMBER � � ` ^�I 4" MIN. P51) C. FIBER MESH W/ CONC. & (1) #5 BAR C❑NT, OR 1 LAYER OVER AN APPROVED HOUSE TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TD TOP OR BOTTOM PLATE- (2)lbd END �'J J 24 O.G. (MAX.) WRAP, ENCLOSED DETAILS. NAILED OR (2)I6d TOE NAILED EA. SIDE �+ c OVER VAPOR BARRIER 44 OVER GLEAN COMPACTED VERT, #5 BAR AT EA, REINF. EXPANSI❑N J❑INT II. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x TERMITE TREATED FILL 2 3/4 MIN. EMBEDMENT AT CEMENTITI❑US WITH I/2" FLITCH &CUED AND NAILED FILLED CELL PER FDN. PLAN � THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 16d AT 8" O.G. STAG&EKED. �I�IISI�., PLATE BOLTS FOR USE AS PLATE MUST BEMET:R HURRICANE ANCHORS. CONT. W/ 1/2 x THE FOLLOWING CRITERIA12. ROOF SHEATHING TO BE MlN. IS/32" GDX GABLE END SECTION X-X s ANCHOR BOLTS ANCHOR slzE GONG. HOLE SIZE N z @ 32' D.C. 112„ MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NA I L I N& PATTERN _I • • ( I-! 3/4 b" DIAORAM. �. -" 5/8 Wall 5/4" (" ,�„ 15. ALL NAILINO SPECIFIED TO BE APPLIED BY NAIL I _ _ 7/g f I/8" a„ OUN AND/OR MANUALY. FOOTiN6 PER _ AFTER HOLE 15 DRILLED ALL CONCRETE DUST MUST BE REMOVED 14, FOUNDATION PLAN =1 ( I-) ( (_ PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 DRA TRUSS BRAGIN& PER TRUSS MF&. STEEL) AND REBAR TO BE FREE OF DIRT OR CREASE. LOAD ON DT ALL. ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15 AT ALL INTERIOR WALL5 THAT ARE NOT LOAD APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE BEARI NO, METAL STUDS MAY BE SUBSTITUTED FOR Now, TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE IF-- - - MIXED PER MFO. DIRECTIONS. WOOD STUDS. ANGHOR5, AND BOLTS TO SLAB NOT REG2 D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING 16. ANCHOR BOLTS 8" LONG x I/2" PIA. WITH A 2" II LINTEL 12. M15SINO DOWEL PLACEMENT: SQUARE X 1/0" THICK HURRIGANE WASHER EMBEDDED 5" GRAVITY LOADS ONLY (NO UPLIFT LOADS). �I NEW HOLE SHALL BE DRILLED 1/8" TO I" W1DE AND 10" DEEP. UNLESS NOTED OTHERWISE. 2x4 STUDS SPAGINO AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED 17 ALL EXTERIOR CEILING MATERIAL TO BE V2" MIN. EXTERIOR I N T R I O R R I N C L L S G T I O N PER PLAN5 �---� PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON &RARE GYP. BOARD OR I/2" MIN. SOFFIT BOARD UNLE55 NOTED U") I ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER VERTI GAL FILLED CELL ° I2 I W/ I-#5 BAR ", APPLICATION. TWOrn COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MF&. DIRECTIONS. ALL PLANS, DETAILS, AND NOTES ON THESE o � PR ARCHITECTURAL FIBER6LA55 SHINGLES OVER i (2) 16d LY. �� DRAWING ARE PROPRIETARY AND CANNOT BE 15# FELT ON la/32" GDX PLYWOOD SHEATHING { GONG. BLOCK WALL @ 12 O.G. USED, TRAN5FERED, OR OTHERWISE REPRODUCED U I_ � �N� AND PRE-ENGINEERED WOOD ROOF WITHOUT THE APPROVAL OF RENAR HOMES r w -J-� U) M x 00 TRUSSES AT 24" O.G. (SEE ROOF NAILING I (2)2x4 P.T. W/I/2" DIA. �-(2) I�Od o U) :MQ U- PATTERN DETAIL) I GOUNTER.SUNK BOLT5 ® 6 O.G. Z w > � 1 @ 24 O.G. VERT 3 I/4 0 _ o co HURR. STRAP e EACH TRUSS 11 2 1/4" MIN EMBEDMENT TOE NAIL (2) Ibd EACH SIDE LL .� m _j r R-30 INSULATION REFER TO CONNECTOR 5GHED. i WITH 2 SQUARE X 1/8 SHEATHING PER PLAN m W M Q TYP O H 11 THICK HURRICANE WASHER INT I LT 2x4 TRUSS TOP CHORD U c N U �R ROOF PLA BLKG. @ 48" O.G. 2x4 BLKG. a 48 O.G. Q O Q TOP_OF_BLOCK I I TOP OF SLAB as o GORNER � U) (_- w 1 REFER TO EXT. ELEV. L----- PRE-ENO. TRUSSES C O AT 24 1/2" GL6. GYP. BD. 1 O.C. 8"x8 ALUM FASCIA AND" U-BLOCK TIE-BM. FILLED EXTERIOR. FRAME Y .ALL TO 2x4 TRUSS BOTTOM (2) Ibd COMMON NAILS AT � � W W/ GONG. $ (1) #5 REBAR CONT. DRIP EDGE UNLESS CHORD BLKG. AT EA. 2X4 LADDER M & F- PRE-ENG'RED PRECAST LINTEL OTHERWISE NOTED GONG. E3L O G< NAL L G O NNE G T I ON SEE SHEET A 4.0 FOR DETAILS ON EXT. ELEV. 4-0" O.G. REFER To GABLE END TRUSS FRMG. PLAN 1/I6" 056 5HEATHIN6 GONT. ALUM. OVER &ABLE END VENTED SOFFIT TRU55 FASTEN WITH Ix4 P.T. WDW. HDR. HT. 5' (2) Ibd 8d @ 6" O.G. �- - . _ . - . _ --,� COMMONS TOE NAIL EACH TRu55 P R6J ECT PLOYCEL SEALANT PER PLANSVERTIOLE RAISED CEMENTITIOUS 2 ROOF ED6� 2 I tt NAILED EA SIDE BLK& WITHN(2)IOd TRIM PER ELEV. O O MEMBER TO 2 X 4 NO. 17-015-029 P.T. WOODBUGK - - - - - - -PER PLANS - - - - - -- 2x4 45° GROSS BRACING 2 X b @ Ib" O.G. KNEE ALUMINUM WINDOW (REFER TO I AT 4'-0" O.G. NAIL 2 X 4 BLKG TO WALL WITH SIMPSON SPHb DATE DRAWN 5-26-21 O PAN FOR 5GHEDULE y�A u O I O EDGE W!(2)Ibd NAILS AT EA. 2 X b BLKG W1TH IOd AT EACH STUD FLOOR L ) I SIMPSON HETA20 @ REINFORGED/FILLED I _ @ 8° o.G. SEAMIST 2215 B1 ` GONG. BLOCK CELL I - - - - - - - - ___ - I TRUSS WEB MEMBER NAIL 2 X b BLKG TO EACH VERT TRU55 MARBLE SILL RAISED GEMENTITIOUS I 4' 9DBL TOP PLATE WITH wEB (24° O.G. MAX) st FLOOR LI 1330 SQFT TRIM PER ELEV. I/2" DIA L-BOLT I O I O RIDGE I IOd @ all O.G. (Cod COMMON NAILS 2nd FLOOR LI . 885 SQFT TO 1/2" DRYWALL ON Ix2 P.T. PER PLANS (5" LON&) W/2" I I 2x b" O.G. A FURRING e 16" O.G. WASHER AT I 2 2 2 SIMPSON "M5TAM24" AT 32" O.G. W! 5-1/4" X 2 1/4" 2x6 P.T. PLATE GARAGE 437 SQFT R-4.2 FOIL INSULATION W/ 32" O.G. MAX. 2xb P.T. I - - - - - -- - -- - TAPGONS IN MASONRY d 9-IOd X I I/2" IN 2X6 STUD EXPANSION JOINT AT 4 MIL VAPOR BARRIER GEMENTITIOUS COATING OVER JAM� DETAIL I ��Q I L 1 1 I 3 GEMENTITIOUS FINISH SxBxlb GONG. BLOCK I �j a I O • LANAI 167 SQFT 4" MIN. GONG.No. BASE 2x4 P.T. W/ GONG. 2xb P.T. FROM i T. of - - - �, �.- - �.-,. .- - - .-.I Sx8 U-BLOCK TIE-BM. FILLED 2xb P.T. PLATE 1-#5 VERT. BAR TIED INTO NAILS AT 12 O.G. HDR TO GL6 LINE 2 ,py Q O I W/ GONG. (U #5 BAR GONT. GONT. W/ 5/8° DIA. ENTRY 27 SQFT (2500 PSU W/ FIBER #5 BAR DOWEL W/ STD HOOK O O tX ANCHOR BOLTS MESH OVER VAPOR AND RUNNING INTO LINTEL • VERT. #5 BAR AT EA. REIN . ® 32" O.G. OR b'tf1l2" TOTAL 2846 SQFT BARRIER OVER GLEAN (LOCATIONS PER FDTN. PLAN) _ COMPACTED POISON FILL � O'_O�� �4 fO ZONE I-U5E Bd RING SHANK NAILS @ 6" O.G. FILLED CELL PER FOR PLAN DIA. ANCHOR BOLTS - "TOP OF SLAB 2xb EQUAL EG2UAL ZONE 2-USE ad RING SHANK NA1L5 3 ZONE 3-USE 8d RlN6 SHANK NAILS 0ABLE END SEGT I ON @ VAULT ® 24" O.G. CUBIC VOLUME OF P.T. d- 1/2" DIA L-BOLT 2xb O ,� O @ 4 O.C. MIGHAEL G. ANDER50N N @ b O.G. CONDITIONED SPACE _ W' LONG) W/ 2" P.T. NOTE: HOLD FACE OF 6ABLE END HOLD FACE OF GABLE END 17720 CUBIC FEET =y FINAL 6RADE - WASHER AT NA I L I N.0 PATTERN FOR ROOF TRUSS IN 3/4" BEYOND BLK. TRUSS OUT 1/4" BEYOND BLK. 32" O.G. MAX. FOR GEMENTITIOU5 FINISH FOR 51DIN6 FINISH Digitally signe I ` ( STUCCO STOP AS REQ D. m &ARA6-E DOOR ROOF SHAPE REPRE5ENT5 TYPICAL ZONES ONLY. Michael PER LOGAL BLDG. DEPT. OPENING by Michael I _ - SH ET Anderson • • GONG. FT6. PER ( { _ J - n d e r s Date: FOUNDATION PLAN _IL �ICTI QN MIGHAEL G. ANDERSON, ARCHITECT OF RECORD I 2021 .09.03 III III { I I T*(P. EXT. E3LOGK HALL f020 SW PROVINGEFL. LIG. AR0 PORT TOWN LANE, PORT ST. LUG1E, FL 34g53 � 07:04:11 -04'0 1 C ARAC E DOOR DETAIL M2)418-2i18 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIG. AROOI-1305 USE 51X GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/0" IN DIAMETER. ALL NAILS MUST PLAN REVIE REVISIONS BE DRIVEN FLUSH WITH THE SHINGLE 5URFAGE AND PENETRATE 5EE PLAN 2x5 RIDGE BOAR THROUGH THE WOOD DECK BY AT LEAST I/W ROOF TRU55E5 OR 2x RAFTERS (2)2X W/ PLYWD. ® 24 O.G. CONNECT W/(2) PLACE NAILS 6-I/S" FROM BOTTOM EDGE OF EAGH SHINGLE SPACER BEAM f Ibd MIN. GOMMONs TOE-NAILED 2x6 RAFTERS AT 24" O.C. AND (" FROM EACH END. USE 6 NAILS PER SHINGLE A5 NOTED PER PLAN f TO TOP PLATE I I MAX. - TOE-NAIL TO ALL NAILS TO BE PLACED ON 6-I/b" NAIL LINE 5PH4 (TOP RIDGE SD. W/ (2) loa SEE ROOF PLAN FOR REQ'D L=- -- - ---- -- --J MORTAR JOINTS NAILS ROOF PLATE TO STUD STEEL,MASONRY 1/4" TO 3/b" 2x4 VERT. STUDS 5HEATHINO CONNECTOR) TYP. STRAP AT EACH MEMBER. OR WOOD FRAMING (TYPICAL) ® 4'-O" O.G. (PLACE ABOVE TRuss BELo MASTER PLAN REVISION PLATE TTo BEAM ANCHORS OP PANEL 4 51 MP50N STRONG-TIE CONNECTOR) --- -- - ---- -- --- W x W x 4" °H2.5° 7-214 21 z AT EA. END OF 2x4 (NOMINAL SIZE) • I6 O.G. TYP. ISLA55 BLOCK UNITS PRE-ENO-RED 5 VERT. STUD 2x CONT. 5TAG6ERED LSTA24 TRUSSES NOTE #4 + + + + + + + + + + + MID-WALL BLOGKING I I (BM. TO STUD + + + + + + + + + + + (WALL5 OVER 10' HT FLAT ARGH CONNECTOR) L=_ __ - -- - __ -- NOTES: SEE + + + + + + + + + + PROVIDE BLOCKING + + + + + + + + + + 4'-0" O.G. MAX. TOP PER PANEL ANCHORS d I. HURRICANE CONNECTORS REQ'D + + + + + + + + + PLAN NOTE: REINFORCEMENT AT a'-0" O.G. NOTE #4 ROOF ~ + + + + + + + + + TRU55 TO PLATE ANCHOR, STUD EVERY OTHER 2. PROVIDE "H25' !� + + + + + + + + TO TOP OR SILL PLATE ANCHORS, L- -_ -- -- COURSE OR 16"O.G. AT EACH RAFTER END SHEATHI N6 r AND BOLTS TO SLAB NOT REQ'D -- -- - -- - -- --- WHICHEVER 15 LESS 3. PROVIDE 2x5 RIDGE BOARD AT INTERIOR BEARING WALLS NOTED WHEN APPLICABLE C) ON PLANS AS 5UPPORTING GRAVITY . PROVIDE 2x4 VALLEY BLOGKING BTWN. TRUSSES EXPANSION 4 2x STUD ® FRAME OPNG. STRIP 8 SEALANT r, SHINGLE 51DE VIEW Ib" O.G. 6" PER PLAN LOADS ONLY (NO UPLIFT LOADS). ® JAMB 4 AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRU55 _ (PROVIDE (2) HEAD LOCATIONS MAX. CONNECTORS 5PH4 (STUD TO BOTTOM (ONLY) ASPHALT EMULSION HAND FRAMED VALLEY DETAIL � "� �C FOR SPANS PLATE CONNECTOR) THIN MORTAR 5H I NC LE NA I L I NO DETAIL SILL LOCATION THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTEROVER W n A NOTED) NUMBER TO MATCH SPECIFICATIONS HORIZONTAL SPAN 15 GREATER THAN b'-0" O '[��'1 N.T.S. NUMBER OF 5TRAP5 GLASS BLOCK UNITS: 8"X 8"X 4" NOMINAL SIZE) Icy c4 \'�I HIGH HIND Oil STEEPSLOPE ABOVE OPENING )� MORTAR: TYPE IV PER ASTM G 210. r C �lj O \_1/2" DIA. EXP. BOLT (2 3/4" MIN. REINFORCEMENT: LADDER TYPE,q-6AU6E,2" WIDE WITH BUTT-WELDED GROSS WIRE-5 AT 16" O.G., w Q EMBEDMENT) W/ 2" X Ya" THICK WASHER ® HOTT DIPPED GALVANIZED. [�� 44 24" O.G. (PLATE TO SLAB CONNECTOR) PANEL ANCHORS: 20 6AU6E PERFORATED 5TRIP5,24"X 1 3/4",HOT-DIPPED GALVANIZED,AT BOTH ^� Q4 FIN WINDOW TOP — — y JAMB AND HEAD LOCATIONS ANCHORED WITH#10 X 1 1/4" LONG PANHEAD 5GREW5 WITH#10 � � ` ) � ` CORNER — _ — • FRAME Bfi`'Cam. HALL TO YJ/15HER5(2 PER PANEL ANCHOIW OR(1)3/16"X 1 1/4" HILTI KWIK BOLT 11. GEMENTITIOUS GOATING ON [�� (1 �y 144 EXPANSION MATERIAL: 316"THICK POLYETHYLENE TYPE. '�I 'may ^'•J CORNE — NAILING FIN SLAB GONNEGTOR DETAILOVERLATH OVER 2 U? 1•� FLASHING _ — — — — — . SEALANT: SILICONE TYPE. FELT 5/32" COX1rj# TAPE — — — ,GORNE EXT. WALL OR INT. BRG. WALL GLASS BLOCK INSTALLATION PLYWOOD OVER GABLE E FLASHING ..V. METAL I� TAPE FLASHING 2X4'5 0 Irbil O.G. EI 0) FLASHING (4) I Od NAILS I 12 TAPE SID PRO\/IDE 2X6 LEDGER ° 6 FIBERGLASS SHINGLES FLASHIN TAPE BOARD FOR FIRST FLOOR ° OVER 15# FELT ON [may ROOF TRUSS BRO. - PROVIDE 2X4 BLK 7/I6 11 05B 0 PLYWOOD SHEATHING ATTACH LEDGER TO EACH ® 16" O.G. BEHIND — • — I OVER WOOD TRUSSES SECOND FLOOR — — I STUD W/ (4) I6 5 BRO. WALL HT. GABLE END TRU55 (3) IOd NAILS SIDE GNEGKRAI I +17'-4" A.F.F. —TOP OF BLOGK - FLA5HIN6 ----- - �T TAPE . — • — — -- — — - — I CEMENTITI❑US FINISH ON METAL LATH PER PLRN WINDOW I • ° BOTTOM SILL FLASHING TAPE 2X FASCIA #1 SILL FLASHING TAPE I BOND BREAK W/ DRIP EDGE LO TER RESISTIVE #2 WATER RE5ITIVE I Y�.': 2X4'5 @ 16" O.G. I. GUT THE WATER RE5ITIVE BARRIER (IG) 1 BARRIER (2) LAYERS 15# • r CV SHEATHIN FELT I �Rr __ } T OUT ��'�� FRAMIN I P.T. 2X4 LEDGER BD. I/2" EXT. GYP. BD. - o m I I I I�-4TH GUT, I 2- 1 3/4"Xlb" H. „ r (Q _ W/ I/4" DIA. TAPGONS FASTEN TO FRAMING W/ � N I 3RDI I MAKE A 6" GUT UP I --_ I LVL BEAM (2-5/4 MIN. OUT FROM EACH TOP F ERI _ _ MEMBRANE FLASHING BRIDGE DRYWALL SCREWS AT 6 _J � M EMBEDMENT) 5PAGED 1 CORNER AT A 450 I I I FIRST FLOOR „ 2'-O" O.G. MAX. _ -t w M Q 1 1 I I I ANGLE TO ALLOW I 1 I BRO. WALL HT. ct o U3 Q LL N 16 O.G. THE WATER BARRIER R❑❑E A T SLIDING SIMPSON LU24 Z w > -- o T 45�jfYP TO BE LAPPED I I $:� CV W OVER THE FIN AT I I I ROOF TRU5 @ EACH JOIST/ o m p co N ZGN°�_�; I T iE HER' of THE 2 I FLASHING CONTROL 24'o FLOOR TRU55 AT GLASS D❑❑R DETAIL-1 S T❑R Y LEDGER BO. GONN. m ZZ � C U IO 1 1 O I J❑INT ►- QOOCh0 1 1 FIRST FLR. STUD Z 2. FOLD THE WATER RESISTIVE BARRIER (ID). FOLD 51DE AND BOTTOM FLAPS INTO THE IL I BRO. WALL I— W OPENING AND STAPLE To INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN _ O I N 3. APPLY SILL FLASHING TAPE #I. GUT A PIECE OF FLASHING TAPE 12" LONGER THAN 1„ -, STUCCO FINISH ON r j r THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING A5 SHOWN (IE) 50 IT BLOCK (j W OVERHANG-5 P TO THE EXTERIOR. 3 z m 3/4" DIA. X 6" DEEP HOLE FOR _j NOTE: THE TAPE 15 GUT 12" LONGER THAN THE WIDTH 50 THAT IT WILL EXTEND 6" UP #5 BAR SET IN EPDXY ADHESIVE I-- EACH 51DE OF THE OPENING. 6lu yll DETAIL 4. TAB THE 51H FLASHING TAPE AND FOLD. OUT P WIDE TA135 AT EACH CORNER (2" TOP OF BLOCK WALL FROM EACH SIDE OF CORNER) (IF) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY Y2" A6.1 PH4 EA. END OF BM TO ADHERE IT TO THE WATER RESISTIVE BARRIER. „ 6ROUT SOLID AT ° '6 O.G. TOP OF GELL 5. APPLY SILL FLASHING TAPE #2. GUT A PIECE OF FLASHING TAPE 12,: LONGER THAN 4 FLASHING DETAIL AT ROOF ROOF i THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 111' FRAMING ❑N MASONRY TRU55 5AWGUT APPROX. 4"W. X 24"H. ii PROJECT DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (16). 1 ff In OPENING IN WALL II 25" MIN. LAP OF REBARS NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. i I NO. 17-015-029 I 5 it \\ LVL BEAM I 3,000 P51 CONCRETE FILLED DATE DRAWN 5-26-21 (3)L5TA24 BEAM/TRU55 CELL W/ #5 BAR TO STUD CONNECTOR I S EAM IST 2215 B 1 (4)2x4 STUD GOLUMN i L5TA36 5TU I st FLOOR LIV. 1330 SQFT (3)LSTA36 STUD TO STUD CONNECTOR I SAWGUT I"W. OPENING IN WALL 2nd FLOOR LI 885 SQFT TO 5TUD I FROM TOP TO BOTTOM FOR FULL I. APPLY SIDE FLASHING TAPE. GUT THO PIECES OF FLASHING TAPE 4 LONGER THAN THE I I HEIGHT REBAR PLACEMENT INTO FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND I 1 GARAGE . 37 SQFT ONTO THE WATER RE51TIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE I01 I 3: I CELL - FILL SOLID W. CONCRETE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRE55 THE TAPE DOWN FIRlt41".Y. 1 IU PROVIDE SOLID STUD H1 BLKG. IN FLOOR TRU55 5PAGE 5AWG� APPROX. 4"W. X 24"H. I _ 0 HALL- 11 LANAI 67 SQFT ` I I I 1 2. APPLY TOP FLASHING TAPE. OUT A PIECE OF FLASHING i i I 1 „ ENTRY 27 SQFT 1 SIMP50N HTTIb 25 MIN. LAP OF KEBABS I TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE I 2 I I I INSTALL SIMP50N HT5MI6 STUD TO SLAB it TOP OF SLAB WINDOW AND EXTEND AT LEAST P PAST THE SIDE FLASHING I 1 1 CONNECTOR TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP O2 I 1 I W/ (0) IOd NAILS TO TRU55 ATTACH I TOTAL 2846 SQFT NAILING FIN AS SHOWN. r'', I I 3 I STRAP To LINTEL W/ (4) 1/4" x 2-1/4" 5/5" DIA. THREADED NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I I I' "�� MIN TAPGONS VERIFY NUMBER OF TAPGON5 ROD (b" EMBEDMENT) IN 5/4" DIA. X b" DEEP HOLE FOR I 1 1 �Ri WITH CONNECTOR 5CHEDULE EPDXY B MIGHAEL G. ANDERSON CUBIC VOL ME OF 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER I 1 I °�vl � FILLED DRILLED HOLElu _ (3G) ILz I I j PRE-ENOINEERE / r� CONDITIONED FEET CE 4. APPLY FLASHING TAPE TO DIAGONAL GUTS. OUT PIECES I I I ROOF TRU55 4 2x4 P.T. ADDED E I NF. F I LED OF FLASHING TAPE AT LEAST I" LONGER THAN THE 14 1 3 1 PLATE BLOC G A L L D I L Mich a DIAGONAL GUTS IN THE WATER RESISTIVE BARRIER. APPLY I I THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE I I WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF O I I TOP OF SLAB NOTES: Digitally Sig SHE T I I -DRILLED HOLE TO BE GLEANE PRIOR TO e I by Michael THE WINDOW. I 1 Anderson NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) I 1 a" X 8" X 16° MIGHAEL G. ANDERSON, AR �j BE HIGI1 TREN6TH TYPE Date: CONCRETE LINTEL 2 2-5TOR"r 5TUD COLUMN FL. LIG. AROOT `f0 GLEAN ND OIL FREER n d e 2021.09.03 BLOCK FILL WITH CONCRETE AND A6 I 1020 5W PROVINCETOWN LANE, PORT ST. LUCIE, FL 349 6ml C 53 ' #5 BAR PLANS I ON DETAIL (772)41a-211a 07:04:25-0 PLANS DESIGNED TO MEET THE REQUIREMENTS OF rson ` THE 2020 FLORIDA BUILDING CODE-RE5IDENTIAL (7TH EDITION)l FL. LIG. AR0017305 00 ALTERNATE TRU55 ANGHOR DETAIL N T Ci � I II ! I II II II E'JI.OGK HNAN_L sewn i I W 9jKpwN 4iem o" I I I STRAPS CONNECTING ► T� PLAN REVIEW REVISIONS I sEM�soN'SPH . FAGH STUD TO PLATE NOTE. WHEN EXTERIOR SHEATHING EXTENDS TO BOTTOM OF FLOOR TRUSS,NO 5EGOUD FLOOR STUD TO MOdt MISS STRAPS ARE REWIRED. SHEATHINS PROVIDES (2)SIMPECT 9.S2W STRAPS REQUIRED UPLIFT LOAD REWIREMENT. AT THESE INDIGATE5 SABLE END CORNER S T1N6 2NP STORY LOCATIONS,PROVIDE SIM-?ON"MT512'15T FLOOR FLOOR MASS CORNER TRUSS USS-L SABLE 1 STUD TO TO FLOOR IRU55/2x4 RAIL AT FRAME WALL FFROM GOR`EEDGETT=I�• LOCATIONS OR SIMP5ON'HETA20'AT BLOCK T FLOOR TRUSS LOCATIONS. PLAN MASTER PLAN REVISION 2x4 GORNI!R WALL. -' STUDS 7-21-21 - I i All SIMPSON'SPH4'AT 24'H.2x4 SPACAM MV NO SAP EACH ABOVE WALL SILL PLATE STUD TO PLATE Lz _­*,� In ALIGN STRAP IN CENTER OFSTW rram�... `✓ DO NOT PLACE STRAP JOINT ^may BTNK STUDS-ALIGN SOLID BLKe. O BELOW �I V INDICATES SABLE END ------FLOOR MISS FLOOR TRU55 SIMPSON'LSTA36'STRAPS �' J SIMPSON WT512"STUD OVER EXTERIOR SHEATHING TO FLOOR TRUSS/2x4 FLOOR C GTEN6 2ND STORY V RAIL GORIER STUDS TO SABLE END q FLOOR TRUSS-PROVIDE SOLID BLOCKING FOR STRAP ! q IMPSON'LSTA24'OR NAILING "MT512'AT EACH \ TTRUSS TO BOTTOM PleEReLA55 SHINGLES OVER I5#FELT SI q PLAIE DE LAP,4"E34D LAP AND GAP NAILS AT 12°ON CENTER a4°oN GEHITER FIELD)ON l 12 O a/32'GDX PLYWOOD SHEATHING Ate PRE43*64NEERED WOOD ROOF TRUSSES AT FLOOR TRUSSES 2x4 OR 2xb RIM BOARD(S) 24'ON CENTER MAXIMUM(SEE ROOF > SHINGLES) PROVIDE SOLID BLOCKING NAILING PATTERN DETAIL FOR SHEATIN6) 1••� {� BTITI AT (SEE SHINGLE NAILING DETA1 xxx V, x X x x x 41 SEMP50N'SPH{4'AT I I 1 1 W C EE STUD TOO PLATE i i i� r 51MP50k'LSTA36'STUD u u SAL.VNIZE D METAL OR W �j // ALUMINUM DRIP EDGE OVER HUIMCAtE STRAP AT EACH TO STUD / \_eLOCK FASCIASEE ROOF PLANBI-OC,K WALL—/ 51MP50N'HETAZr!"STRAPS WALL GONNwnw,FLOOR TR155 TO R-30 INSULATION C.0 C.ELK.WALL.-NAIL TO UPSIDE FAGS T SABLE END Imo, FLOOR TTtU55 C ABL-E TRUSS \/ W ' ENE) E L_E v . DIAPHRAGM AREA FASTEN NTH 5d NAILS TRUSS FASCIA TO BE ALUM. AT 4'ON CENTER FIELD AREA AT 1.ONLi J- OVER 2X4 SUHFASGI ANTER E!2°GYpStlNt� 5 1 D E E L-E\ /. GONTIWOUS 2 X 4 DOUBLE TOP PLATE WITH O u 51h�50N 5PFi4 AT EAGHF 5Tf� — CONTINUOUS ALUMINUM VENTBJ 50f•FIT STUDS UNAL i GNED C,ONTIN OM 2 X 4 SOLID WALL BLOC4NG BETWEEN FLOORS AS HELL AS STUDS UNALIGNED 2 N D STY. G O RN E R H O L-D-D O NN DETAIL_ O N EDGE OR FLAT AT SHEATHING JOINT. NAILS ARE FERMI TT�TO PENETRATE 2°X W/ FLOOR TRUSS OR NO RAIL BO. PRESESNT 4"BLOCKING SET ON Ems. R-U MNI4/M INSULATION R1393Z TO ENERGY GAL CAILATI�FOR REWIRED INSULATION. GONTIN)OLS 4 A RAM ELKS.AT 24.O.G.GROST ITT(Z)TTRI156 BAYS GEME;NTITfoUT COATING ON LATH OVER(2) US A CONNECT TO EACH BOTTOM CHORD W/ LAYERS 150 FELT OVER 15/32"COX PLYWOOD (4)IOd NAV IN10115 2xb TOP RAIL 5FEATHIti6 WE DETAIL FOR REQUIRID NAILING GONT -GINUOtS TO FLOOR TX 4 STUD N S 9 t6'ON CENTER R U) LO TRUSS IN(6)I6d NAILS CONTINUOUS 2 X 4 BOTTOM PLATE PROVIDE 8d NAILS AT 3'O.G.EXT.G PATTERMSHEATHING NAILING GOHTINUOUr'2 X 4 TOP AND BOTTOM RAIL O (a)ROWS AT 2) TOP RAIL CONNEaGTED TO FLOOR 11RtYa6 S WITH(4)I6d r (� NAILS.BOTTOM RAIL TO BE 2 X 4 N ROW AT 2x4 BOTTOM RAIL IL PRESSURE TREATED. ui (0 IN 3/4'TONGUE AND GROOVE PLYWOOD I� '•t+ PLOOR,NAILED AND SUED WITH 8d NAILS O cn �"j :D X CONTINUOUS 2x4 BOT.RAIL r. � 12'ON CENTER IN FIELD AND 6"ON CENTERw II- GONNECT TO FLOOR • e 51MP50N"HETA20'STRAP AT PANEL EIS m C7 Q 'S"'AT TRUSS L U(4)Ibd NAILS AT 24'O.G.PROVIDE p (/� ^ Q U CO EACH . ~: SOLID 2x4 BL.K6.BTNf4. STUD TO P!A (2X4 P.T.IF GONTAGT W/ ` `C;ONCj • T�TR,gp D.CHORM Np•TH40T ALE a CENTER •PROVIDE DRAFTPRE ENGINEERED M47OR TRL65M O 24•ON w W Q Q O N i I STOPPING TO SEPARATE CEILING AREAS NO z r �. •w MATH TRUSS VERTICAL 1 15/32` PLYWOOD GREATER THAN SOOS.F.PER 2004 FLORIDA P -j IY CD Co SHEATHING 19UII DINS GODS 2305.2 u L_I COO N WOOD TRUSS SER ED Q u^ � U ' CEMENTITI❑US W (D Q i QUIzNC.� .� T E N� FLOOR i C❑ATING ON METAL 0 < r­ r 7 j— LATH r W W I STUDS ALIGNED STUDS UNALICcNEDL_Tfi�NTL_OOfi� TRUSS l� Tl1_ i BOND BREAK •' DIAPI� AfrMAREAFASTENwITHSdNAILs N uj U) O BETWEEN FLOORS BETWEEN FLOORS TRUSS NDRAILS I y.� T CENTER FIELD AREA AT I°ON n _ 1/2"GYPSUM BOARD C7 W 2-STY. INTERIOR I NCC HALL STiz fi�I NC-=C IN STWK1 OF S As PART or E3TNN RAILS AG PART of (2) LAYERS 15# 911, N HETA20 AT EACH FLOOR TRUSS. STRAPS AND BOLTS NOT REWIRED AT INTERIOR H3 ooR TTRI156 END CONST. ; FELT - FITT 5 PAR HOLES 0 1WN-5TIRAA PAT EACH W SEARING WALLS NOTED ON PLANS AS SUPPORTING TRU56 VHtTIGALL(24°ON CENTER MAXIM" GRAVITY LOADS ONLY(NO UPLIFT LOA05) i :.• CONnNUOUS GALVANIZED METAL WIMP NAILS AT$'O G.AT ROOF T1RU5SFS OR 2x SEE ROOF PLAN FOR 1 SHEATANS E - CAOMMONS TOE*dMIN IZEQb MEMBRANE 1 FLASHING BRIDGE ,.} 6 xx&x 16 F9coN n) STA66Ert NAILS BTNN. CONNECT W/(2)16d MEN. 57RAP AT EA.MBNBER op www 1 , ALLpUIRED HANDRAILS SHALL ONE OF THE FOLLOWING,TYPES OR PROVIDE PANEL EQUIVALE11IT 6RA5PABILITY" TO TOP PLATE1 >!5 BAR CONTINUOUS ' EDGES REFER TO HEADED TYPE 1. HANDRAILS WITH A GIRCU.AR CROSS SECTION SHALL HAVE AN OUTSIDE SCHEDULE FOR SIZES i �r ONE N5 BAR DOWEL TIED TO N5 BAR VOWCi DIAMETER OF AT LEAST 1 1/4'AND NOT GREATER THAN 2'. IF THE HANDRAIL IS ' PROJECT NOT CIRCULAR,IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4'AND NOT --= -----_- -_=�_-- -_ I J 5� AND TOP COURSE REAR AT EACH I LL ,.r REINFORCED CONCRETE FILL GSl A5 GREATER THAN 6 1/4•WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 1/4'. NOTE,ALL NAILHEADS -- •----1�1 -- •-TI---- -- t L.OGATED PER FOUNDATION PLANS EDGES SHALL HAVE A MINIMUM RADIUS OF OOI•. FACE OF THE SHEATHNN6 II I•I I I • R-4 MINIM JM INSULATION REFER TO ENERGY 5KALL PENETRATE THE 5IMP5ON'SPH4•AT I6.OL. FLASHING / C❑NTR❑L �. CALLULAp1 ;�R REWIRED INSULAT1oML TYr Ih HANIMAILT MNTH A PERIMETER GREATER THAN b 1/4°SHALL HAVE A BY MORE THAN THE t I I I I ACROSS HEADER SPAJN JDINT x NO. 17-015-029 GRASPABLE PN6E32 RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER NAILHEAD THICKNESS �I I•I EACH STUB H 'AT I/2"GYP5UM BOARD ON I X 2 MINIMUM RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4•MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND AdSHE PR E L . THIS RE AT LEAST 5/IB• ----Ti- - -- PLATE WITHIN 7/8"f3EiOW THE WIDEST PORTION OF THE PROFILE. TINS REWIRED DEPTH i6�j ---L - --LL--- 1-1-----1 -- TREATED FURRING O Ib'ON CADITER SHALL CONTINUE FOR AT LEAST 3/W TO A LEVEL THAT IS NOT LESS THAN 1 3/4" -- -- SIMP50N'L.TTA24'STRAP 5-26-21 BELOW THE TAU-EST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE I AT HEADER STUD TO BEAM r —a5t mlovs COATING OVER 6 X 6 X 16 DATE DRAWN HANDRAIL ABOVE THE RECESS SHALL BE 1 1/4'TO A MAXIMUM OF 2 3/4". E VISES bd NAILS AT b'OZ.AT I I I I I LL ` e GONG TE BLOCK SHALL HAVE A MINIM)RADIUS OF OAI". rf OPENING LIMITAlTONS, FIELD SILOS t I•I I•I BASE t I I 2x4 CONTIN)a)s ( _,- } 44''MMIINIMUM CONCRETE SLAB(2500 PSO S EAM I ST 2215 B 1 BAL)STEiRS SMALL NOT WAVE OPENINGS FROM THE WALKING SI�ACE To THE t BL.00KIN6 ON E�OR I CEMENTITI❑US RAILING MONT WHICH ALLOW PASSAGE OF A SPHERE 4'IN DIA HETH2 I I I I t f3 AT-ALIGN HN1TH iv WITH F186RJ�•IESH OR 6 X 6 10/10 WWM OVER I'I I•I EDGE OF EXT. ( f2)STTRAPS FAGH SIDE §} 4' TERMITE ORE TREAD WITH �N COMPACTED C❑ATING ❑N BL❑CK st FLOOR LIV 1330 SQFT THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR FORMED BY A RISER, 5HEATHINS(LOCATE AT I WITH(4)OR MORE TRUSSES _ •R l I TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE b•IN t I I I I M1041ALL.HT,WA NO ACROSS OPENING z y DIAMETER. I •r nd FLOOR LIV. 885 SQFT t I•I I•I ,��) f l II II I•I I•I TOTAL STAIR�1H1 I I I I I FINAL GRADE ••i •t :. s M • SHEATHING 5'OZ.AT l I•I I•I , _ . GARAGE 437 SQFT NMUM TREAD(NOT EPIGLJ/DING NOSING) 10•WI STAGGER NAILS BTMN I( I I 2x STUDS AT I AT HEADER STUD TO WM Q • } 'r 1'NOSING 4"T e S PLYWOOD SUOPLOOR PANEL EDGES i.l I., Ib°OL.�_I- ti ( B0./BLACKING FOR - • ; • LANAI 1 67 SQFT ! a GTE•5 sA4R DOMEa n�ro FooTIMNs OPENINGS>5'-0' a REBAR AT EACH FEINPORCED FILLED CBI. l I•I Ml0 STRAP RECRI)IRED AT I I'-8" A5 LOCATED PER FOUNDATION PLAN. D00 STRI FLOOR TRUST I I I I STUD TO PLATE IF 2x4 OR 2xb RIM W.E3n4 MINIMR4 MONOL.ITHIG SLAB EDGE FOOTING PER FLASHING DETAIL AT FLOOR FRAMING ENTRY 27 SQFT SHEATHING GONTIN10U5 I PL.R.TTQU55E5-GOMH�T FOUNDATION PLAN I'NOSING E!d NAILS AT 3.ILL. I•I I I T BOTTOM of FLOOR , TO TRUSS My(4IIbd NAILS ❑N MASONRY AT 2x SILL TFUSS NAIL(2)2X4 TO BOTTOM OF H PLATE t I•I I•I - FL TRU55 12"OR LE55 IN2--242 TREAD ' DEPTH TYP I GAL- EXT. 2-STORY Y NAL_L_ SEGT I ON TOTAL 846 SQFT -'� - --l_L————.L•I----J - FLOOR T'R1156E5 AT -= ----------==--- -- 24'OL. 34"PLYWOOD HRI / -- -------------- / 2x4 BLOCKING STW - / wME'A.ATALL T --TT-- ---TT •-T -- ax4P.T.RIM BD.E3TWN. CUBIC VOLUME OF SGAI�la•=r-0" / 2xe STAIR LEDGER-CONNECT TO FLOOR SHEATHING I I'I I'( I I 2x4 BLACKING BTMN. I T ,�)TRUSSES � MIGHAEL G. ANDERSON/ TRUSS W/(2}lOd NAILS AT 6'OL.MAX. [XI I I I I ( �— RIM E4D.AT ALL CONDITIONED SPACE _ ORE 11VAIJ3NT -- L --1"L-- ----L L- 'L' -_ SHEATHING .., .., CON 17720 CUB( FEET r O / n f- / CONNECT GANZRIA6E TO ••� •• a LEDGER W/(2)-I0d TOE-NAM ED I I Digitally W , C40MMONS 5TASSERED EH PROVIDE DOUBLE ROW OF W 6d NAILS AT 3"O.C.HOMZ. U Michae SIDE NAILS AT ALTERNATE COMET.2X6 AT TOP AM BOTTOM RIM m / GONNMT PLYWOOD RISER TO TOP RAIL I.L.O.NAILING TO DOOR ED.OR TRUSS CH ORP signed by / TREAD WITH(4)-Od NAILS TRI155 'BTWN. DEL..2x4 SOLID BLOC.KIN6 BELOW�1�5T1�50F I Michael SHEET 2XI2 CARRIAGE AT SIDES AND Anderson / CENTER OF STAIRS WITH 2)!b IMPSON__ _ GON EGT SPADE R TO EACH I^I SPACER AT SIDE WALLS- G°'� BLOCK I E�FLOM TRUSS END OR R Anders Date: / STUD WITH(2)ION foMh1�5 EXT. Y `AL_L_ CJ" HEATH I NO a4.OL.TRI SABLE E END / 2021 .09.03 6m2 MIG L G. ANDERSON ARCHITECT OF RECORD T� (020 5W PROVINGETOWN LANE, 5T. LUGIE, FL 34a53 / 2X4 P.T.KICK PLATE DETAIL AT 2-STY. 2-5T EXT. FRAME 07:04:37 REMRED NAILING PATTERN AS ,� G O N N G TO (772)40-2118 on ' G NOTED FOR SHEATHING TO ACT AS DETAIL_ PLANS DESIGNED TO MEET THE REQUIREMENTS OFUPLIF -04 OO TYP. STAIR SEGTI ON KA%U_ wDSANDFLOOAD RTRUSSErI THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL OTH EDITION) FL. LIG. AROOI7305 j wALL STUDS AND F1.00R TfdU55E5 PLAN REVIE REVISIONS MASTER PLAN REVISION 7-2 -21 ti ti FILLER W 1�13 H 612 WPI2 H24 ° ° N21 H36 N24 Val 30 H3 30 M I GRO 30 OPEN TOCYD 0 0 o O FAMILY ROOM 30 30 30 3 �i _ _ ° ° p SINK Q W q Op O op p ° O ° W B30 B24 SE31 36 Ba iB3 B24 RNC REF PANTRY F I LLE FILLER W �' QZI 0) KIT . AT REF ./RNO . < IT . AT SIN< KIT . AT GAE3 . HALL Q MALL MTD. LT. WALL MTD. L N M I RRO MIRROR MIRROR � M.G M.G. \ rn N CD T y LAV LAV LAV LAV W. m 0 0 0 o p p 0 0 M O � � ° ° ct o= CC � < O N Z f� �j Z OL Z Lu 0Jrr � 7 14" m < Q m < V 2-7 LL Jm000T 3/4" M I GA TOP > I— } F— 5 Z tJJ cv ON SHIM SG REHED TO SEGURE U � N v YB60 l�l.G. VBTD42 ?i Q o Q � FILLE co c- z I x 4 TOP PLATE M . BATH VANITT" 2ND FLOOR BATH 3 PHDR . � CL w J ui WOOD TRIM NOTE: NO REVEAL BETHEEN BAGKSPLASH AND TOP Lu 2x4 STUDS PROJECT AT 16" O.G. NO. 17-015-029 m 1/2" DRYWALL 5-26-21 � � NOTES : DATE DRAWN m SEAMIST 2215 B1 KITGHEN I . BATHROOM TONEL BARS AT 54" A.F.F. 1 st FLOOR LIV` 1330 SQFT BASE GAB INET nd FLOOR LIV. 885 SQFT 2. BOTTOM OF MED I G I NF GAB I NETS AT GARAGE �437 SQFT 50" A.F.F. TOP OF BATHROOM SHO�EER TILE LANAI (167 SQFT 3. LE AT -7'-O" A.F.F. ENTRY 27 SQFT 4. SHOHER HEADS AT 6-8" A.F.F. TOTAL 846 SQFT BARTO P D E TA I L CUBIC VOLUME OF MIGHAEL G. ANDER50N CONDITIONED SPACE _ Michae Digitally 17720 CUBIC, FEET signed by I Michael SH ET Anderson MIGHAEL G. ANDERSON, ARCHITECT OF RECORD Anders Date: Ashk FL. LIG. AROOI-005 2021 .09.03 Ar 1020 5W PROVINGETOWN LANE, PORT ST. LUGIE, FL 34a53 07:04:51 ■ M2)415-2115 on -04'00' PLANS DE51ONED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE-RE5IDENTIAL OTH EDITION) FL. LIG. AR001-7305 , w _.-__._.._ .____._,-___- _ __._._ __. __...._.__._.. _.___.. . ___.�._.,___._. .. . ..-�I.._�1..I.I.I q�7_...I...-..._..:;Z..W.-I..I.�I.I,-_.�.42 I..W,.I.I-�...-..-.-.-..L."....C�.*..I­....I...-,.�..."...'_.-.I1T11..�oa�_-I�r..��.�.I.�.I*..,.I��A�IL.IMI.IIII;IIII.I�-....--..II.I I�,I-.--t...N..-e tobIII. -�-I L-.-_. - .D--IIII III I.­----.--.-I­1 11,;IL A��1-I.1 1_-1�-IIA�\_j.-"I:I1 L'i L1�II.,S-;-1,.1_I^�-_.M,1A I-1 1rI_1���O4��1_XI�_1 J-,1,--z A),I1-.I��,.-�-C1 0,1I.-I.RI.*1:1.i1111/;q.--.A9�_.._-.�----II I.��I.I-II IIII��I�V I I�.II�:�I.I..I I.-.I��I II II_.�::I.II I1.:�:T-.III;_..,I I�I_�II:�I"I�I�_III.�I...*��I.�I.5"I j II_�-I�II-..I-1_0.I..I,.....1-ZI�-_r�_--1.._�_I1__I.I..._.A._)��0.�,I-----.1"AmA.1.I.4'4.1.mMW-��...I.-......I IIII/I I_I I 9"�-o44--w.-.�w.-fi R._1-06I..0.a..I*�/1.I-_I..v 1 I.I2-0 I.,0 Ai._...1 I.-..'....-.X3.�g.1.1-0.II�I'�,--.I.­.I4".I�..i,.I C..P1,.I.D.I 1.�.(�I w...h.�---.,I.t.��....I.N I..s-........U..I.�I.'....-.I-..�...0.R I-.I I.II W.,A.I�4 w�....OIW..I..-A.I..."-I..rI.1..�..,.'Z..-I�I,.."..-I.......�r­I.-w..�..-...W.d.A 1..I.�.1-.......I...I O1?.-....0.-�1..........­��rI..:MI.-�.I�.,.,..I4.1-.-1....�-........I.4..x.'..-.�."­�.,.....­...,I.....I...I�I�..I......ZZ1....II"..�.I r... ,-..­=.....I�I..I I.z..,...,.­.....I..I....-.-......:.­-..I...I'1....,I....a.:..t�.­.��.....,...�-.:...i-......I:....I._..�..I.-.........1..�:...-.-.....�...-.-.1...1...I.'N....O I I..�"'.....j.,.,�............,,.,-..II,*�.r.--....�..�.....�.....'.--..:.�I-....--.��.".._.,�-..,._.......i­.i......-l-�.w*---.-.............�....,.".-.....­.-.......N.I.,",1�.%....�.I...I�..�.I�.I......-.��...I..I..,.-.:....1�..,1­.-.I...._..1I-..-.'...I1�.-1-,�_.�.�U..j..I.....,.-.��:.�I!I..�.t....I.....".�1.%.:�.-.,I.__,.-.-..1...;I:.-�W-�'--a....W..I.�...:­.-..�I.�......-.:-....;I.t._..�.,._..*..4....L......,�..-,.�,�-i.�I..,.,W.,I,"�.'.......-:.1II.*,­...I_...�.�-1..�i.....?..,.,.�,.,l..-..z....�.,.,..�I...-:.......-.-.I,�:.�..A I,I.I,:I.....l1-.�....,.-.-�.-......�..�..:,..�.I....�:-I.���....�.I-.I.'.......:1.,..�..I.1.....I....,........I.��.....-:-...,..:W.�.....'.:...-�"...­..I..,-�I...��..-I:I'.--.L..I.r.-1�......-I.....�..p.._.-�...-m..1....:I...I.-.�.�-I.-.....;..I..I...-..�.,..I�.�_.........IL�..:.-�.-...,,......­�I.-...�...,-Z..-.....q..�I.r.-.I.�-..1,I x....'I...,I­�......�......L..I.,....I:-.._..,........."....-...I-I...W..,L.�...I I...1.�....w...�...I.'.:-...-...I.....I......I..*.I.v�...I-�._....�..-..�..�,..1I.I...�I".�..-...l........�I....I_.*.I...-I....��.I...-I�.U..�.�-...,.1.........""A...I.�I....,...�­.........�%..,1..�....-.�.I I...I..�I...I,...:.�...-.I.I.%:�.,.....'��.-..I-.�.....1...II.­­:,.0.����.*I...,...�.....I D..I�I.I..I�.......-...-.....9...I I 1...I-..-....-,.....M�:..;.1................I_.­.-..�.:,...�,.-�.......-..-I�.L...-,,.�...�......I...II.�,,.I...,...,....-I..I,':, L...I....,I.....I.1.-...I�..I.I.........I.r r.I...�.....�.I..�:..1I...........I-'........I�-:.,-*I�...._.I-..-...._.!.�.I..."1.-..I.­..�:...,.��.'...­.-.�....�...-.......'I..�.I.1..X'...�...­.I..,.I�...,...­.4......-�.�....-.........b.,-I�......:-I....,.,..�.,.�I..I1.-­..II:.I�........-..I...iI......I........._...I.I.1.....:I.-'.-I.,..I I I.aI-.....-_.�..�.*I...._.I...I.*.I r.e.�­........1..�...,.I.�....:..�..��.I......�I I.1....I....,q....�I...�I..I.....�.-..�...:.��...��I I.II.I..,I�,.........I­......�%...­.....71.......*.....I�..--�....II�-I....-I...II II I...-..I...-I I......_r.....I.II.:I I.,�.-I.�I.......II.I I�.,.I......-I......1,�...-,�I...........-.........r I-..II.-..�........l...,..-..'1.�..I.I.-I....���...I.............I�.I 1 I.-,...,......I..:.....�....I*..:1....:_.II..I..�....I.....*-.....I,-I.-..0.�..._..,...�L.I.'.­..I�...1....-..I.....I,I I.I.1.�.......I.L�1..�..-.-I..�.�,..-....'I�.....­...0.��..1"I:.,......,..I:..�I.-....-......��.-....I.....--..I1�.....:.�...I..:-I...I.......�...'.........-.I..I..-.L.......I.:.....-�:..W....�,-..���....I........I.I...I,........I1��-.I�I...I��-I I�.1....:. .I.........,.,I�..:..�-...I.I��I.......—.��...-1.I­.I.........I.I.....I.�.L.�.��.�......L..-I�.I........�.I,.L.,..tI.1.�.........�.I....L......I'..-,.�II...II..'..I....-I......:.�.....-,.-.1.��I,......I...­1.........�.�..,�I..1�.I....I 1.:.­�..I.I_......I.....1I......I..IIIr..�.�.-,...O...:,...........I I....._1.I..I-:.,I_W.-�......,..:I I..I.�­I�,....�.I.......,...I I�.....I.-....-�I.,.­��:.L..I...I.,.I....... ..I..��......I..­I.-....,...L�I��....�;I..�.'.�.I�...�.,�..I 1-.�....-I....I.I I.��.I....�..:� ,.I.....�..I..m,I.....I..I..1�:.���.-�,I�......I.1........'.1..-..I-..-......'I...'_..,....I I..1.:..-I:..­......I..�.I..;;;;...I�.,�..II I.-��._.-...I.�I..I I.I....-....,...I.-I i....I-"�.I......I..�..I.-...,....r..1�...I......�I...I..'.I....I�.I.I-....I..1.1*I..........,I.......I�..�..a...�.-'...I I........-:................�.II.1 0...�..I:I��I.....,..I...�.I...�I 4�.,.I�I�mI.1.-..II.�.I..I..I I...I.,...II.i....:..:.�II..�..........v.I...%.._..:..-".I...L,...­�I.I.........1..�.....I�._.Iy.I_W..�..%...II�..I.......I.�..�I I.I.o..,W..I.,...I_�....,�......,.�-._.�...­I..�....III.,..I.�.I I�,..._I.I I.­...w,.1.I WI.......�.....I_.,I.I......I...�-IL.I.0 I.�_1......I....-.-��­.�.I..-....­,..._..I-..4.­1.­.*-.L-.1r...1­I4.....I..I-*..I.,.I(I.w1�1,EF1�I I..j....-,_1.v,.-I-I._..._I.�..A��IX.o...�4�1.-­.i�....=I.II M.s I 1­WI.�HN..�I�..._.,1�.9...��...v�.�....,...._0_. ..4I."=_.:­jr-,i.....�-��.:-.I.WI....­..._..I-..I1-...."I�...-�...U�_.I.4�.....1I..I..I...1�-.L-�..-..�...:4'.-.I.IL4.M 0.._..:--.�,.I.�,.._..�.*.-.-"I;.I..��m....II...1-.a,-fC..1.6 1.,II W.I_*.­..II�E A.�h.I.I_.............-IV.I I.....,l..)....x-I...T..-.-L_�I..-..II..,.----VI�1�..-....�V�.�...s 9...���...11..4"..-�.�I1.....I.--1:..�-Z..9&..ff 1 I..,1.-11..�.....I I A.,.I-...-A1...1.,:.I�.:..�.��I Im..-.IIL_......-I�-.;..�-..-_-.I I.-:.I,����..I.�1..I---.O....­.......Z.....I...��.�.....N 1.0...I..I I..�I.�I.­�..I.....L.-....-.I-:-I...I-...�F.._.�I..­.�-.�.-....-tI_�.I_�_��.�_�_..4�.g.t_L.I...i_.�.�/.i IV�_1,;:pt,�kI_f.1�I....I�.I.V.4I IV1 I...1,.I-.R.0..-X�1 .,1.h �_I�4-I._-;0�....;�..I.;I..�I.I..,..1�I.._-.".I I...II.�"-.�I,N11,j"�141�il�I. 1iP1 1_1,I. -.,*.....,��.-,I....�..­,-.--,_I.I.-, .,2 AI0 L o-.4­2--2,_-C-j4.x�b-.��,u, �EI.,�- .C­..qI.,.-.I."� ..�X. .. I.:.�.I�4.1..,I��i.i I'/�III..I.�-....�-"_�I.�I.0...�.:�.I.�.zI;.�I II.Z_...I..­c I z I, I...,I�0II.T.�tI�.,�:I.I.-�.1�I�.I�.I�I.��'4,.I�:.�!.II,.II�.-.�1.7�!.II I.I:..Iz ,.IrI I­.�..I I:��I-�:I. u _. ._.._.....__.._..- .-.- ..._.._ t1.�;.,;.I.:%"7:v I.;.;:,.I�I I-!.I�.....�II�1 1II..1I.I�....... .L...I��I�I""I'1I-;i.,Z-.II"1I�,,,",�,",�I�I.��'�I4I,��.-,_I'��.1,,I�Z.4,-.,t�""�-,�,�,'�,--,T­ .,I:�I�;I111I�-,1I.i,I-'�11�1,II-_,��,ii,� -QI�.1,�_1���?-L1��IkI11,-.t�,1���"I�,,-� L ft.I.I j....-...d-:�..OI",,1.I�I�.�:,I.�,-I-.:.I-.�.,­ .:�.I IA:..R1...I.-­­­.:.`.-...-1�I�_N 1.-.---�-,'.t..�.,....,"...I_9-I 4-..I...3..��-',�.­.....����..t,I....._-.I-..�.�,i.I.�!�I 1i..­...-.�..i1""�.�-:...�i...,.1.f...,1-..s'"..-,..I...I:.;,.1�-;.-.I­�,�.t.....I...�,!1�,�.­-."E­.-..I�I.II."..-,..:.,�L­..I�1�.".%-,",;....,I*.....�.-.d o 1s...,.�,..:..��1It1.�1,-14,,,,!1,",II-,�Z-:..�);-.-0....1�,­.-...:%,_..I.-I.,.._.�..I­...w_­..I....:...'._�-,...��"II.,.;..-...I....�:.r.,I:�':...-:I­1.I.....��-A-.%I.,.--......�.�.I...,":.1;:.,." .�..-�..7.�. --_____.-._ ..--___.__-_._.___.. _._.___-. w,..-_.__ ____,_.,._.-_.._. ___� .I4.- w__ __ _..._. __... -----.__.._. . _-- - - -- _--....._.. _..__.w___-_._.__ _ _.,_-- -�..�.�A...I�...I-E n'..�..:..D..'.S R.,.QI I...-E,�1.�.T...Ii.R..Y-I­......U.­..-b..7.��N.,.........'-I I.,...�...�.�,..-..1-.5-....._-:.-.--.,..�..i._.�.a. �.:..I�D"­...-...I�....�I .-.I-L-......E....m�I.I�EI.0_.....I-I..,�.I-..I.1 t.I�'..7I'%TI.I.mF,..�.�..."�111.I.�.L-_-I.I�...I..._-..I.I A,.._....,_-�...I-.I-....­��IFW.3. ..L.I A1 44........­,..II1......�.1 1.5......�.6�,..�.I';0..........-....3... .�...�. .. I.I.�-.,-.._7.�... fC�1.I..%j..H�.�_.�...I..A.L)1­U.E I.I�;:1L.I�-.0."f�,0.I�.-....�.0..I.,,..��...A..I.,...I­.-�-.�..W-.1 1..."I,.AI..I�I.;.IIII.:I....�:��..I.N..0II.,�.-O..­....,i...,I.D.:..I I��I..-...,0..�.,..--.S-...­-..-.�-I1........IQ.....q I..I�I�..1.-..� ),.�.,�k.�,.......�.I.%.. .�...I....-.I..-.I�....I�..I..I...L..I..!I I .1.�.....,..-.11.I....�.,..�..:�,,I..'.I.,11(I.,I.�..;�.�.I...,.9 I.���..,-.-E',..I E....I.:��.­...0F I.�-...LI..1I�.I.' .-.._0-1I.II...I.....*.,.,I..I.,.-..K�-.-.I..:­.;I..1...:...�1.�..-.,'.. _�...�I�I�I..I��...I._I.,�-.�i_I_.1..,I�I i-.I..A1.........I.I.��1..�.I..'..�.2�.6. II-,1.:�?....-1..I­ IA 1�O-�I�k�I,�I-I1_I�;.-..INI..P`,�1(N.1.1� A I...1.�..-. ..1.,M-.I-I 1_.I._N 1�—.V.�..--.A.w IM.- --_R]..I-.._-�.1:.-k. .T..I-�..+-I-.-I�_-.,-I,._-I-.--�.I--,-I I-I:II--.I.-II.�IH--_.--.'.,I...-._.--_-�...-.-�iI1-I -.--I.,0 W-.­..NC.-E.<L8-I 9C.-�r�1 E.�IC-..NN1 I-��F%5.E .I.�.�;_.4-­..S...-...T.:, .I..q11 I.4C�(c1 M<'q.S..I_.._S�C-q�,2Mf.r�':.V4UC'O..WN-I '�I_'�.-F,,� -..---_9-..I..I"-_.., --__ -------------- - i. ..i4, ai ..,I IiI iIi. II iij i�i. L. I. II I. I. --- -- -- - -. . . . _- - s > _ . - ..� ° : ._-.__._ _ _ ._..-....___._._.. __..__._..._. ___�" ' _ ,..- .. . - .. . . -. ;" I I . . e .1, . I ! ... _ _ . f - j a a ' N .. ;. i .Ytl _ 9QiY4J i iif ; . r n i . . . STEM , LA REVISIQIV' { . . _ t . . I ,j 123-15 . . . . . . . .. . I..-.-.,.-..-.�..,1.I.I�....'"..I..� _ 1 . � .. - _.I(Q'"...-..- I . . I . . . ' ..._..'.%...1......-I.)_4.F..�. ..�....,...��-...-,..I.�...I.I.I...-......I,,i.-..-..�.,�.-.....-1. �.I�...�.. .-I...-.,�...I.�.,.... j. I........I,�,..I.....I..-�.. '-�I."I.... F A _R.-76�. 1�. E . Is fit, � >_ . . . ��., ,.... ...,..._. ..... _,,. ..... ,�.. ..��.. . _. Ff �" } t . -. . . . E . g �4 I I .. . . . . . . . : j. . � I V i i . . .. . . . .. ! . i _ , ;: .. 1.4X1� 14X14 Ha , i i 10X18. . 1ti r - ; • 6 : i 7 I / � I i i.' " C ow ' 1 . I I . ' I ,a• ,. .. _ ", G l( . ail. 4 ` ' 4 i - iI - t f p i ..q...�.�m .. . . I . . I . . (i . U .. . fiX ... . 8 8X _: _ � 1 - - . Y r �y x '� .. , .., t/rt� VJ `C� w..x i . , 3 r:atin term St EYI tL €> a N . f Cy e: Air Saurce Nea4 Furnp Air'Saurce Heat Pump J ®;j ' 00 . !. CH1 t�i Q42*0**A* CN o 2• **A* U °°. i ... _ . ' - F048t ,. . ,� d .. $rc'�n EiCiei;' i's�c m J � _,...R m .. ...: ...;.. cription; Air Source Neat Piarnp Air Source Hea ump #a ? Siciency::_: 8.2 HSPi 14 SR �8: D � Capacity: : 41,000 Stuh �40,000 Btuh L� � - Z 1 . E , _. . !! '� ,A .. .. ensi Capaafty:. ...... . N . " S /a 8t h II : _ Latent Capacity: nia 10,000-atuh T -D 14 i i Cl: I - i W. AHRF Refev�nce No.: nla 916 7 9 FAN g, . 1 ;X1L 14" D �. <!-, . I �. 2iD FUM . . . ,,,_...... . ,�II-EI1�.-iIt I1 I 11.-I.L l�_�I....I.'�I:6�,�.l-II 1 I't_-1.II I,I,i';;1.I..I., . `� • r j -'`y II�,�I1II6*-1.�,1..- I J ' a . A _ _ a� E'er 1fJ-.44�1 f red A€r Cc�n iitia i g (V# tl nicaf,i s . .. d " . f - - 1 .Donna Road West.FairetSaact9;�larid�'., . : . . 8�: �'�- a�- o93/.F-561-4a6.00E0 - I. T 22°15-81 . y W.o � 631 S Kings Highway Fort Reece,Ftarioa,` : -s0- ��I ;�72-A771fi ' s# Qt !V. 133C3 54 ` . :g Air 1 17685 •i�.QOR t,.IV, 885 SCAT - . / . . . a I . ., GE 437'SG3FT'."� - ._.. ..... ...m . .. °! #� - . . sc T- t . . ID F . . . Tom, z8�8 sc >~`1' 4 . . g1G v Lu. E QI� . . I� .'! Digitally C •BlC F ' T- .. "` _., 1 f',. 1' i e h a e signed key a c �.p .. . Michael .. : . . Anderson . . . . . , . ,. j . s � a �> � � � riders Date: . . r, 1` :.. 2021 .09.03 z 07:05:04 i . (772)418-2118 n 04'00' I �� iti1 + i . • • t ! : - }: i I . _ . I I . � I . I . . ­ .. . . . �. :, . ... I . . . . :., I .. .- . .. . . .. � I. � i � . .:"... . I. �- - _ " �, . . . . . . . . . ... i I . I . ,' .. . . r ..;,' . " . . I ....... i '-,' . .., .. .. . :. .. .. .. .: _ 9 * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO e LEDGER CONNECTIONS BY BUILD R. o s Typical Gornerset Specifications (UNLESS NOTED OTHERWISE) e e e U * NOTE:ALL CEILING DROPS BELOW BE MARE 0 Y � � a) Attach End Jacks BY BUILDER. (UNLESS NOTED OTHERWISE) _ � o ~ 't Attach KingJack w/(3) 16d Attach Corner Jack w/(2) d- °' C _ = y �' 4 - w/ 4 16d ToeNails TC _ * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW �� o S 16 8 21 4 O @ ToeNails @ TC& BC 16d ToeNails @ TC & BC r & (3) 16d ToeNails @ BC 1,_61// „ TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING Cc M s U /4 DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL v 0 Ef Q � ` 0 0 ('6 rn O U C c STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 � U 0 0 L .a INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o ° E .o � a LO1 - 1'-4" GRAVITYAND UPLIFT LOADS. a 2 o O r w -0 a) M Q O o •- Q N 0 0 0~ FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 o o -8 o I'm L02 AND/OR ENGINEER OF RECORD. o m a Q CLG @ 8' CD w ._ .0 a3 L02 1 z v y a Cr REPRESENTS THE LEFT SIDE v, o -0 0 .N ° a -� o � o _ .� OL \ OF EACH TRUSS DRA (WING ¢ E E O Typ. Corner Jack Placement�- 1 10-15/16 2 0 2 0 1 1-1/16 d' I e � N c— N O , „ 1 n r n t n m � � V � � 'U W L02 ( NOTE: REFER TO SIMPSON CONNECTOR -0, 0, - 2 R .0 r CATALOG FOR INSTALLATION DETAILS ) 0 t 2- N c H 0 — -a :Q a> S � m o .e_ ai a> ash A LUS24 H HHUS46 Q - - - _ � Y N E -Q Q L02 �� - - - t 8 ! - 2W 21 4 B LUS26 J THA422 R o co o E -a 0 � � � N L02 A02GE 1 '_L " C HUS26 K MUS26 S - - - N M ' � �'m A01 GE FL03GE _ _ _ m � C: rn o Q ® HUS28 L, THJA26 T v •� � I 1'9"4 - - - - - - e : 0 0-10 1p aJ a) > O e A02 ® o [ HHUS26-2 M U ( � � � eooQ � � N LPL ILL. N F HHUS28-2 N - - - v - - - o e0 r oa,w @ o J C:> 0 ' „ O O E =L LL LL \ - - - - - - � i e O e 2 E m 54 C7 LUS46 P �( 0 � 80 � 0 = � � A02 12'811 C� O .C— ca Oo ui e ~ 2 s -oftH2 " 12'8" HBB HANGER BY BUILDER BBB BEAM B BUILDER L a� CL o ¢ 0 A02 - LSTA12 @ TC & BC o Z * NOTE: LS �4 STRAP a a INDICATED TO BE USED IN m ) = E 0.6 ._ C Zt Uc: a1m J LSTA12 @ TC �— CONCORDANCE WITH L o m Zb LSTA12 @ BC CORNERSET DETAIL. �, �, o � 1n N � U � o �•- � m � N o ._. n. m 0 � A02 ® LOADING ROOF FLOOR WIND LOAD v °' E cc :Ea & O a) '" U to a 'Uj 0 LIVE LOAD 20 40 ASCE 7-16 . "o L v o 0 IL WA02 r n cB 00 C' :` .2 E .� £ O 2 8414 ~= DEADLOAD 10 10 165 C � 3 � � � � � �w N d N O O p =o .ScO- o a d' N r m rn W e o = — _ N N ? LIVE LOAD 10 0 Residential - CAT II a, N n 0 ' a a7 Q N CONVENTIONAL � 2 , a a) ^ L FRAMED BY BUILDER �� `o o ° a) y 2 0 U DEAD LOAD 10 5 lased z 0 I 0 .e E : a) Z m v ay e 0 O z Ao2 TOTAL LOAD 40 55 FBC 020 RES � o U � � 0 N CLG @ 17'4" Z DURATION FACTOR 1.25 1,00 T- 12014 - L_ � 0 c a; a) � A02 LL N eo c N REV DATE BY REMARKS C (� 1 Oil 0"4 N O 3aoi .I= � , E0 A02 1 1/13/2021 ms ° � � o � � ) 11081� o0 � aso ��- n c o a ns o N 2 1/13/2021 MS o � � � ' 20 � Y (ac2000 .a' FL01 TRUSSES STUBBED BACK FOR o � � � �, � � � � y 0 U _ O a) 0 a) N o � � � @ � m o A02 3 1/13/2021 MS �- �- °' a-' O E o e 2•5 2coE FLO1 ZQpLs .;v � oa)N - --/--/---- - Z -E o Q > o e a - U Cr CJI A02 Lj ill 10 all CO3 FL02 _ `� a °' B01 N i �� 020 0 CO3 - CL 7 - m E Q 8 � D B01 _ APPROVED o - 0 .a 2 y - :1 It is understood that above = 0 _ _ ` as 0 1n N Ln N � conditions have been reviewed & _o �, . CO3 FL03 are acceptable for the fabrication ❑ APPROVE AS NOTED � P� �,. o B01 AHu „ at trusses, elevations,pitches, .a (DE W E C E N FLUSH BEAM BY 111101111 overhangs, fascias,ceiling REVISE AN RESUBMIT ( e •� 0 0 - �? m 14 7c BUILDER v2 W. ID 2 cN FL03 elevations/pitches, bearing u 0. Wu U E0 - 0 .Q.0 U U O B01 - CO3 1,2„ REJECTED conditions & all detail pertaining �, �, 8 - e 8 " FL04 to this truss placement plan. No w 8 - a o � 2 00 is� CO3 back charges will be accepted 2 " 20'8" N without previous written approval DATE o B01 from an A-1 Roof Trusses o N o o .= o FL04 e t o N representative. REVIEWED BY o, `� o 0 N CO3 N a e o � p o o Oo PLAN DATE ARCH: --/--/---- STRUCT: --/--/---- �' °' _ �' e 0 ' B01jD N FL04 , � o � o �y LGR1 - � � Y0 � CO3 N Digitally CUSTOMER RENAR HOMES 01- v� � Y , B01 _ cue O o a, � a� �_ -ATTI AC ESQ' ___ , o aei � = o m as o FL04 MI � � m o }N,, � � cf°i N " _ signed by � EaF � = � �� Ei CO3 N JOB NAME SEAMIST 2215/ B1 0 .e - .� 0 0 0 v U ad O N U � .L-. Q 00 Co -0 U Q O 0 O n B01Co N FL04 Michael � t A 2 �y L 0, e C W 5 - 2 >✓ " CO3 Ne I OPTION(S) N o 0 V -a as ,C m w c> f- . " ew �� o 1'3" Anderson ZaYr- W8cu B02GE D01 FL05 Q C6 O a) 0 0 e o -O ..... �S a5 a) N rn•� i N COMMUNITY LOT: 30 - .N .0 o a N Date: e0ia- Q � 00 D01 �' FL05 / LOT# MORNINGSlDE Uf 0 0 � a N � .e_ L o M CLG 8' co 1/ D02GE - N 2021 .09.03 0 CO22 ' - 8 -e L N CITY o Qm 0 0 ` � 3 LGR2 AND LGR3 co o �' a3 o FL05 COUNTY ST LUCIE o fu U ro BRG @ $ C01G :0 5 : 17 - a� � c, m � . e N BLDG. BLDG. o C = -0 ._ U¢ o -rson04 00 GARAGE RIGHT - O E = - o - LGR1-TOP @ 14-10.5 J5 J5 FL05 1 TYPE # N c N o m 3 BRG @ 17-6 LGR2- BOTTOM @ 8' &4 ° ; 5- > � 0 QO °° 87695 CRM SMB1 L e o , o ._ � .__ � 1na .) oa C @ J3 VO J3 FL05 JOB # MASTER u o o P -E 2 � 2 LGR3-TOP 1410:5 a' � � m I------------------ --------- ALL LEDGER AND CONNECTIONS N s s m I I TO LEDGERS ARE BY BUILDER V0 zT zT zT zT zT zT zT FL06G DATE 08/03/21 DRAWN SALE o A o j5 ( � � oCD I AA TS � 2, 200Oao . a) 0 , 0;VAULTED CLG CO4G c9 ��� �x .. o �� 0 m - aQ gtaa3ttrdatr Q o is o m e a � I- � � � � 7 8 I 7 8 6 7 8 FL07GE 7 8 �� . �,. c� o 00 00 00 00 00 00 0o FL07GEe,. Q C L O # r L ----------------- IT ,.,....,.r x a _ HIM W O' �- LL LL lL LL - Digitally sigg�.d IAy Ryan M Bays g' a a"�., Q a? 9' 8' 5'0"8 _ And 10'11" ��Q DNsE,��r �° ay `<:V - e e Q .0 �O 5 ® 8�'� , \\c3\'E eerBaL EFort Pierce,net. .�,, rww . TRUS W E U 2 1N RYan fJ8,+ O-Whole House P. ' U ca aD L 0 i O 38 Ryan M �ay0rida,��116 a, _ , U 0 e S _ _ „ ° �� 0 ...• `::::::i2ea'son I a rovin this ' x °` a- L i 0 0 t g A FLORIDA CORPORATION e " Date'2021 145855-04'00' 9" g x Ph 772-409-1010 / Fax 772-409-1015 _ .= a ° n d axaaaxxx a - o iT 0 a5 U ,_ O m o v, 1111 ilit \too http://www.altruss.com F- a) � w � o -0