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HomeMy WebLinkAboutPLAN SET PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PLAN REVIEW REVISIONS BUILDING PERMIT: BUILDING ADDRESS: LOT 89, 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: OPENING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN MASTER PLAN REVISION ID APPROVAL PRESSURES HEAD: 1/4"X 3-3/4"TAPCONS SPACED 3" FROM CORNERS, 3"&6" FROM MULLION. JAMBS: 5-26-21 3068 FIBER-CLASSIC 3/16" TEMPERED 1/4"X 3-3/4"TAPCONS SPACED 3" FROM CORNERS, 14"O.C. MAX. SILL: 1/4" DIA.X 2-1/4" EXTERIOR SWING DOOR SMOOTH STAR THERMA-TRU W/ SDLT. TAPCONS SPACED 3" FROM CORNERS,3" &6" FROM MULLION. FL21 135.11 +40.0 - 40.0 PSF STEEL TRACK BRACKET TO WOOD:5/16"X 1-5/8" LAG SCREW(FULLY THREADED) HEX er+ 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 I� r� ALL ANCHORS ARE 3/16" DIA.TAPCONS(1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17"O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.9 +/- 58.2 PSF (MIN) O.C. MAX. SILL:SPACED 6" FROM CORNERS, 17"O.C. MAX. ALL „ ANCHORS 3" FROM CORNERS, HEAD:TAPCONS4 ANCHORS, JAMBS: ANCHORS v WINDOW SH 185 MI WINDOWS AND DOORS 1/8 ANNEALEDFL17499.2 +/- 60.0 PSF (MIN) q w �q 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: 3 ANCHORS, JAMBS:6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) � N ALL ANCHORS ARE 3/16" DIA.TAPCONS(1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS:6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) � N W o GLASS BLOCK 8"x8"X4" THICK SEVES GLASS O 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)' AND JAMBS, PROVIDE(2)3/16 DIA.TAPCONS AT EACH WALL TIE WITH 1 MIN. EMBEDMENT ALL ANCHORS ARE 3/16" DIA.TAPCONS(1-1/4" MIN. EMBEDMENT) �I 0 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) C ALL ANCHORS ARE 3/16" DIA.TAPCONS(1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS:6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) O N BASE SHEET MECHANICALLY FASTENED TO DECK WITH 4"SIDE LAP AND 6" END LAP,WITH UNDERLAYMENT SOPREMA ROOF SOPREMA INC. << >> APPROVED NAILS AND TIN CAPS 6"O.C. AT LAP EDGES AND 12"O.C. IN STAGGERED GRID UNDERLAYMENTS PATTERN BETWEEN OVERLAPS, UNDERLAYMENT ADHERED TO BASE SHEET FL2569.1 GALV. ROOFING NAILS, 11 OR 12 GA.,WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO TAMKO BUILDING PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"ABOVE BUTT LO ASPHALT SHINGLES CAMBRIDGE AR PRODUCTS, INC. « » EDGE, APPROX. 1"& 13" FROM EACH END& 1/2"ABOVE EACH CUTOUT. FL18355.1 Ln 0) N 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. FL12019 +/- 70.0 PSF (MIN) U W rn N MATERIALS co J X w CO Q 20 GAUGE GALV. EASTERN METAL SUPPLY ALL ANCHORS ARE 1/4" DIA.TAPCONS(1-1/4" MIN. EMBEDMENT) IY 0 ap N HURRICANE SHUTTERS « » FL 22270.1 PER MANUF. w w > _ o STEEL STORM SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART Z J p PANELS SPAN CHARTS LL J m O mW I- c°oUU' TABLE R301.2(1) Q Z UO � U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Lu Lu D w GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN I have reviewed the above product approval CO Z SNOW Speedd Topographic DESIGN Weathering' Frost lineb Termite' DESIGN UNDERLAYMENT HAZARDS' FREEZING ANNUAL information and approved it. PROJECT CODE DATA COMPONENTS AND CLADDING WIND PRESSURES PER N p LOAD (mph) effectsk (NA) CATEGORY' depth TEMPe REQUIRED' INDEX TEMP CM a 2020 FLORIDA BUILDING CODE N/A See Fig.R301.2(4) N/A Negligible N/A Very 42 N/A See N/A N/A Name: J Heavy Survey USING INTERIOR ZONE COEFFICIENTS LIJ H ForSI: 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)]. The grade of masonry units shall be determined (SQ. FT.) PRESSURE from ASTM RT 3 ,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652. Certification Number: TYPE OF CONSTRUCTION: CBS X FRAMEb.C. Termite infestation per Figure R301.2(6)is"very heavy." 0 to 199 27.6 PSF / -30.0 PSF d. Wind speed shall be from the basic wind speed map[Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. Date: BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED 2O TO 49.9 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, 26.4 PSF / -28.7 PSF 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. ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH 50 TO 99.9 f. Reserved. 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 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 NOMINAL DESIGN WIND SPEED: 124 MPH 100 TO 499.9 23.5 PSF / -25.8 PSF NO. 17-015-027 panel numbers and dates of all currently effective FIRM and FBFM,or other flood hazard map adopted by the authority having jurisdiction,as amended. I Reserved DRAWING INDEX 500 AND ABOVE 20.6 PSF / -22.9 PSF j Reserved.. DATE DRAWN 7-27-21 k. Reserved. BUILDING CATEGORY: II 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 WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (SQ. FT.) PRESSURE 1st 1st FLOOR LIV.FLOOR LIV. 1330SQFT 330 SQFT THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE A-1.0 FOUNDATION PLAN SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. IMPORTANCE FACTOR: 1 0 to 19.9 27.6 PSF / -37.0 PSF A-2.0 FLOOR PLAN GARAGE 437 SQFT 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 167 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 COMPONENTS AND CLADDING WIND PRESSURES: 500 AND ABOVE 20.6 PSF / -22.9 PSF ENTRY 27 SQFT FLAME SPREAD INDEX OF NOT MORE THAN 200 AND A-5•0 ELECTRICAL PLAN COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) TOTAL 2846 SQFT AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE A-6.0 WALL SECTIONS / NOTES THAN 450. SHUTTERS: YES X NO A-6.1 WALL SECTIONS / NOTES CUBIC VOLUME OF IMPACT RESISTANT ASSEMBLY: YES NO X MICHAEL C. ANDERSON CONDITIONED SPACE _ A-6.2 WALL SECTIONS / NOTES ichae Digitally 17720 CUBIC FEET A-7.0 INTERIOR ELEVATIONS signed by A-8.0 HVAC PLAN Michael SHEETAnderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs Date: FL. LIC. AR0017305 A2021 .08.22 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:18:08 CVR (772)418-2118 n PLANS DESIGNED TO MEET THE REQUIREMENTS OF -04�00� THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 bxb - IOxIO W1,41 OR FIBER MESH GONG. CON bx6 - !OxlO WWF SLA SLAB OR FIBER MESH > ` --- PLAN REVIEW REVISIONS BARS N GRADE 2-#5 O GRADE -_' 2-#5 all -s 20" BARS g" 16" , BAR5 AA DETAIL A DETAIL g DETAIL I MASTER PLAN REVISION w bx6 - IOxIO WWF > T1 -� �/8„ bx6 - IOXIO WWF 5-26-21 16-8 OR FIBER ME5 SONG. /� OR FIBER ME GONG. g" CON _ tQ GONG. 1'-O„ SLOPE €'-O" 1'-0" 4 SLAB SLAB _ ,,VAR q- 5 -- -- - =- ■ ■ - 3-#5 tV GRADE --- - _ - - - _ - - O ■ r- — — — — — —� , ® 2-#5 O' BARS "' GRADE BARS _ 3-#5 _ GRADE r J G L O 12 I Q BARS BARS ! I = BELOW 8" 20" 20" w G 1 FL I 21-O" G € O I G DETAIL p DETAIL pD DETAIL F DETAIL r �rCYD o I 21'-4" I q W b'-8„ I'-4," 3'-10" II'-O° 3'-10" 3'-10" 3'-8" 5'-2" 3'-10" 5 1/2" (FRAME) [1 q \6­4 I 13'-2 1/4„ 7 5/8" (BLOGK� �u I GONG. €-#5 €-#5 GONG. - �` O 5LA BAR GONG. BAR 5LA } N r�, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r_NC 5LA m GONG. W — !Z — = 5LA d (� GE% SLAB A — 4'� ( g° g" + = 2-#5 = A � I F R S.G.D. I I I AA I � } 8 11-411 BAR5 �p HB € u r- (g GX,4 I I € I `a G DETAIL H J DETAIL DETAIL - 5.G.D. b„ I G LU W \~ ( m I I I I I I € HI DETAIL 1 u� 4" 2500 PSI GONG. I l I I € ■ m SLAB YV/ FIBERME514, I 12-10 1/4" ' � 2" V.T.R. AND/OR bXb-€O/ID - I _ JI�, WMM WITH MIN. I" m I K I = GONG. O SLAB CON IES 8" ! SLAGONG I COVER ON b MIL. _ B-j - I POLY VAPOR d -� _ € m ! I D II ----- ------- BARRIER OVER m I AA 2-#5 `� ----�g'RVAR TERMITE TREATED cn I BA N SHOWER ( I COMPACTED GLEAN N N I '`_r I 4" L411 RECESS 8" r I 5INK 1^ I I FILL. I 1 m 211 4" q'-I11/4" 1 LAY I 0' 0 I DETAIL rL DETAIL 0 rA (4) x4 GI DETAIL € I I REFERENCE Bf 116. I rK K COLUMN = I I I ■ I I I FLOOR GO U I € I (4)2x4 b, 3" 3LO —� �- BRG. in W.G to t SHOWER r o 24"x24"x I2"DP. 2'- 3/4" I —� 12'-b 1/4" L- REGE55 2" I GONG. PAD FTC. I G ry AT WALL TUB r 'n W/ 3-#5 BAR5 E WASTE 5TAGK TO SEGO ON W C.0 cv O I 17'-3 3/4" - O I K F1 R�Be'll AA - SLAB m 2" Y.T.R. L SECOND FLOOR J 0 X K „ J (6)2X4 BRO. € O ----- GRADE I co Q 00 ■ q'-101/4" - o W I A COLUMN F -1 I } I u� 2-#5 p + J ^ ate w N I 1 1 BAR5 I i[2„ V.T.R. 0 _j CD co W > ^ o r J M 0 00 N ,n 11 M DETAIL 14'-? 5/6" 11 W.G. I I = I "I i cv i i �p - 1 = = I 1 2" V.T.R. �� I OC W cc cD 0 I I, QUCCcVU I 30"x3O"xl2"DP. Q m I I LAY. `t r I I `� Z 0 Q i\ ■ I _ GONG. PAD FTC. O l i t� �t u� „ 1 1 I I l W W D ry W/ 3-#5 BARS _� I l 2 l l 1 - - - I M.YENT 1 ! 2„ 1 3" 1 1 L O O (4)2X4 -T— L PIPE SLEEVE 51NK 1 1 N BRC-� I— AY. ■ (D I A. LARGER I 2' I ce W GOLU W.G. L THAN PIPINGIN I LA 12" V.T.R. W G N y�H Q, d? I M O THRU FTC. I LAY INDICATES G.M.U. GEL I ��- !"I € 3" MIN. FTC�?ER I 2" FILLED W/ GONGRETE I N ` SHWR 5'-0 3/4" DEPTH 1 r�I AND (1) #5 VERT. REB R - I - I RECESS DETAIL I 2 I _ SLAB 3 1/2 3 MIN._ LAV 3++ �� 3,+ 311 CONT. FROM FOOTIN TO Oi q'-1 3/4" 10'-5 5/ it N ++ 3" MIN. ++ I TIE BEAM (TYPICAL) I FOR SHWR. —C 3„ W.G. I �� I ■ — FOOTINE� # f I ` REBAR W G I PROJECT 3 G H AG I 2" GLEAN B I'-O" i'-O" TRANSITION T!ON I WA5H OUT - � I € I € I GHASE� � \ \ _ I NO. 17-015-027 r 21 8„ 5,_2„ €,�„ 81 5 4„ ` GIN O PIPE THRU I lq'-& 3/4" 1 -p „I PF FTC. DETAIL 2 DATE DRAWN 7-27`21 �- — — — — — — — -�- I 42" 50. GONG. € L.T. "X ■ ■ ■ ■ ■ ■ A/C PAD D - SEAMIST 2215 B1 A 3" MAIN d -- I I- - - I CURB f I 2nd m - - FLOOR FLOOR L V. 1885 SOFT Q - I I cu5R/B D I A60NAL SGHEMAT I G PLUMB I NC RISER GARAGE 4 7 SOFT 24"X24"A6" DP b' I I D I STANGE GONG. FTC. W/ LANAI 167 SOFT I I B DIMENSION FROM OR SEPTIC TANK -_' 3-#5 E.W. ■ DD SLOPE DOWN I" O I ( AT GAR. DOOR I OF INSIDE CORNER FORMS ARDS ENTRY 27 SOFT ( U)n - '_ " TOTAL 2846 SOFT ° -r - - - - - - - — — _ E3D - 55 '_2 CUBIC VOLUME OF ' �`$ ■ EJ FOUNDATION PLAN MIGHAEL G. ANDERSON CONDITIONED SPACE _ DIMENSIONS ARE 17720 CUBIC FEET N A ROUNDED TO THE „ _ „ �� SCALE: I/4 I O 2 b 1b-o 2 b GLOSEST INGHj g/1�/�/ Digitally sign 17'-O° 2I'-O" ' ! ichae I b Michael 38'-0" �✓�'�-�� SHEET Anderson DD DD A n d e rs MICHAEL G. NDERSON, ARCHITECT OF RECORD Date: AffmI I FL. LIG. AROOI7305 2021 .08.22 1020 SW PROVINGETOWN LANE, PORT 5T. LUCIE, FL 34g53 on (n2)41&-211a 08:18:32 -04'0 PLANS DE51 GNED TO MEET THE REGtU I REMENT5 OF THE 2020 FLORIDA BUILDING GODS-RE5IDENTIAL OTH FL. LIG. AROOI-1305 18" SQ. COLUMN ABV. PLANT SHELF TO CLG. LVL BEAM w o � LOFT FF52621 VIEW REVISIONS oo 36"H. 2x4 � ~ ~ J " CEILING bi KNEE WALL W/ v X = RAID. DRYWALL CAP Q N � _ Of U) m Q - Q 00 00 ai OPEN o =_T7 o d NOTE: PLAN REVISION 0 COFFER J w FLOOR o ~ TOP OF SECOND FLOOR WALL TOP PLATE TO BE CLG. = Q N TRUSSES +17-4" ABOVE TOP OF SLAB AND +9'-4" ABOVE TOP c� 3: r i OF CONC. BLOCK WALL TO ALIGN ROOF PLANE OF 16'-8" o m Y � © KITCHEN DINING SIDE WALL WITH SECOND FLOOR ROOF. [M . BR . I � ARCH OPNG. C.B. COLS.- 1'-4' FAMILY °O o 0° i ADJ. TO PWDR. BATH 1 -4 + 6'-8" A.F.F. B f\T. � Li- TOP v ° P.C. HDR. ABV.- ■ E 00 BOT. + 6'-8" A.F.F. 11'-7 1/4" I O LANAI FAMILY RM . BLDG. SECTION L DOOR SCHEDULE 8 -0 CLG. I (14)T @ 10 EA. o I CONC. SLAB I SEE SECTION/DETAIL SHEET A6.1 I PROVIDE SCREEN FOR STAIR SECTION FOR ADD'L. INFORMATION O SIZE FRAME AREA U FACTOR SHGC Q REMARKS 21'-4" VERIFY SCREEN DOOR I 12'-7 1/2" 3068 W/ 64"X7" MUNTINS IN SDLT. q LOCATION I 1 3.1 S.F. .19 .05 1 EXT. DOOR q 4'-4" 8'-0" C C 8'-10" 4'-2" (3)2x4 STUD 6'-3 1/2" 12 SIDELIGHT ^ \� O I \ (3)2x4 STUD �I „ COLUMN AT COLUMN AT 72X80" � HDR. H T. HDR HT. HDR. HT. T. O CORNER +6 -8 O 2 6068 S.G.D. 69 .21 HDR. HT. CORNER 40.0 S.F. 1 EXT. DOOR r, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 3 2868 SOLID CORE 1 GARAGE DOOR 20 (4)2x4 o EGRESS BRG. of - COLUMN ® `V - - - 8=0"_CLG. 4 2868 3 INT. DOOR MM Ln of 4068 UNDER 8'-8" CLG BRG. WALL - FRAME WITH ^y 'n 5 BM. ENDS HB SH 2X4'S AT 16 O.C. 5 2468 IBKFT. --0FAM I I 3 INT. DOOR e � \6-.4 VAULTED VAULTED 2' 0" I OPEN TO - �i I I BELOW I 6 2068 1 INT. DOOR z ■ RAISED BAR „ +8'-0" BRG. r ■ R F. 15 -2 3/8 ao WALL W I 12' 0 3/8 I 7 2668 4 INT. DOOR 00 BR . 5 9'-6" , > 0 C S AT 16 2 -0 I 12 -0 \ - 8 2068 BIFOLD 1 INT. DOOR 0 K T. DW 2x4 KNEE WALL 7 11 1/4 CLG. VENT 0 0o VAULTED -- I I "' (SLOPED TOP) W/ I - 9 2468 2 INT. DOOR I (4)2x4 BRG. iO4 MICROWAVE ��..II,, � II BALLUSTERS N TO Uj 0 SINK W/ I I r ABOVE COLUMN I N DISP. �i i UNDER BM. �)2x4 UNDER COFFER i 10 4068 BIBASS 4 INT. DOOR EXTERIOR aABV. RDER END - 12'-4" N - DIST. TO FACE OF FIRST RISER o 2x4 KNEE ■ I I I I N 11 16070 OVHD. DOOR 1 GARAGE DOOR Ln WALL (SLOPED � iv NLO (4)2x4 BRG. TOP) W/ COLUMN BALLUSTERS N I 11'-1 1/2" 5 SH. 5 SH. UNDER ABOVE O 7'-11 1/8" WINDOW SCHEDULECD m 0 ■ GIRDER END Qq W CV � U ~ ti b ' -6 NOTE: TOP OF (15) R @ UP CIO O ' WASTE STACK 11' 8 _ O SIZE FRAME AREA U FACTOR SHGC Q REMARKS J x WALL AT 7.52" EA. _ /g' 3 8' 2'-11 1/8' �I 4'-8 7/8" 4 1/2" 3'-11" I TO SECOND 1 ) RE D 0 N j Q CO +42" A.F.F. ■ 6 x B G. - FLR. BATHRM. All A. 52.125"X71"X52.12"RX64.017" ° Q W N _ W > - o O DINING RCS \ (2)R/S HA D AI N - - - - A LEG .55 .22 1 MUNTINS w � cv DRYER R/S (ELLIPSE TOP) +6'-8" 0 VENT ABV. 24.9 S.F. J co CLG. / I I \ R/S 52.125"X62" m i` cal HDR. HT. „ N O © DRYE C- --- - - ---- A C 4 X�I, _ _ _ _ g 35 SH 54 .25 2 co Z LL c� 18 SQ. COLUMN PLATFOR71 ., _ 22.4 S.F. m Q a� U ABV. PLANT ' ' VENT p SHOWER O V-4 1/2" - 10 Of W F- co C7 U N U SHELF TO CLG. O 5 1/2: 0 0 BENCH- 6'-11 3'-1 1/2" i� C 36"X62" .54 .25 Q O QD• +6 -g VERIFY II 25 SH 15.5 S.F. 2 Lu ti PLANT SHELF I N - 3 8" 3 1 2" ■ , Of� / / 9 -8 N HDR. _ 70 10'-3 1/2" �n „ � U) LLI Z III 4 HT. p DEFAULT DEFAULT 1 N O TOP +8 -4 Qp C -0 4 W. X 3'-4 H. 48"X40 (4)2x4 III O SHELF W. I O GLASS BLOCK 13.3 S.F. a n COLUMN I hr� ABV. I 00 3'_6' ■ _ " +6'-8" E 3050 SH (EGRESS) 35.375"X71"X25.9"RX64.017" 55 .22 � GREAT R M . � R/S 3 T NC:2 e C5[ CHASE N A/CB R . 4 (ELLIPSE TOP) LEG 2 MUNTINS W HDR. HT. cv VAULTED \ WH 0 O \ 7 11 1/4 CLG. EGRESS (FRAME WALL) 16.9 S.F. H IO2-4 8'_0„ "' of F 3050 SH (EGRESS) 35.375"X59.625" 54 .25 CLG. N 31" MIN. O `�' (FRAME WALL) 14.6 S.F. 2 0 50 A/C - 2 P.T. ■ CHASE 7 1/2" 2x4 5-3 1/2" 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY 10'-5 7/8" � 9'-10" ■ LINE OF 7 - 22x54 ATTIC EGRESS REQUIREMENTS. PROJECT LIVING CLG. HT. - 5 ® ACCESS 2'-6 1/2" - 00 04+8'-0" BRG. AIR N SH. 6'-10" WALL W/ coND. NOTES: WALL LEGEND NO. 17-015-027 2X4'S AT 16" GARAGE R S - O O.C. 8'-0" CLG. 00 / r R/s 1. WOOD STUD SPACING: (UNLESS � � INDICATES INT. BRG. DATE DRAWN 7-27-21 N 10 x I OTHERWISE NOTED ON PLANS) HT. PER PLAN �N -EXTERIOR FRAME WALLS AT 16" O.C. ■ ■ ■ ■ ■ ■ ■ NOTE: PROVIDE 5/8" 1 N - - - -INTERIOR FRAME BRG. WALLS INDICATES PLANT AT 16" O.C. SEAMIST 2215 B1 10 SHELF HT. PER PLAN OFIRECODE GYP. BD. ■ N 6'-7 /2" \ -INTERIOR FRAME NON-BRG. WALLS A ON GARAGE CEILING 00 '`' AT 24" O.C. INDICATES TOP OF 1st FLOOR LIV. 1330 SQFT 3'-0" +6'-8" �I I 4'-8" 2'-0" i 70 '`� O -KITCHEN CABINET WALLS AT 16" O.C. BLOCK @ 8'-0" AFF 2nd FLOOR LIV. 885 SQFT HDR. HT. - - - - 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE ■ ■ 0 - UNLESS OTHERWISE NOTED INDICATES SECOND FLOOR GARAGE 437 SQFT N B R . 3 EXT. FRAME WALLS W/ 2X4'S 12 W. FLAT " 3. CONC. BLOCK WALLS ARE DRAWN AT 16" O.C. AT +6'-8" ARCH SOFFIT o 7'-11 1/4" CLG. 7 5/8" WIDE UNLESS OTHERWISE NOTED LANAI 167 SQFT FRAME ■ HB `� 4. TOOL CONC. BLOCK JOINTS INSIDE ■ 12" SQ. BLK. OUT FOR GARAGE WALLS (BRUSH & CLEAN) NOTE: ALL SECOND FLOOR EXTERIOR WALLS ARE 2X4'S AT COLUMNS W/2#5 MANABLOC 16" O.C. UNLESS NOTED OTHERWISE ENTRY 27 SQFT o VERT. & FILLED ON WALL JBR . 2 NOTE: ALL SECOND FLOOR INTERIOR WALLS ARE 2X4'S AT 0o W CONCRETE (3)2x4 STUD 5. DOOR & WINDOW ROUGH OPENINGS / / (3)2x4 STUD SHALL BE PROVIDED BY BUILDER 24" O.C. UNLESS NOTED OTHERWISE TOTAL 2846 SQFT TOP +8'-0" o COLUMN AT 7 -11 1 4 CLG. COLUMN AT 9'-0" 8'-0" 11 � CORNER CORNER 6. TOP OF TYP. BLOCK WALL +8'-0" , UNLESS OTHERWISE NOTED CUBIC VOLUME OF ■ ■ ■ ■ ■ ■ EGRESS EGRESS 7. HEIGHTS ARE MEASURED ABOVE MICHAEL C. ANDERSON CONDITIONED SPACE - TOP OF FOYER SLAB 2x4 17720 CUBIC FEET 3'-0" CE \ 3'-0" 8. SEE STRUCTURAL NOTES FOR Michae 2'-6 16'-0 2 2x4 BLKG.-6 I ADDITIONAL INFORMATION Digitally signe „ , 17'-0" 21'-0" @24" O.C. - HDR. HT. HDR. HT. I 4'-11 1/2" 4'-11 1/2" by Michael SHEET 38'-0" EDGE OF 2x4 11'-0" Anderson CONC. BLK. 20'-11" Date: FIRST FLOOR PLAN NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE BELOW 71 MICHAEL C. ANDER ONARO ARCHITECT OF RECORD AnderS 202, .08.22 A 2mO NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16 O.C. UNLESS NOTED OTHERWISE SECOND FLOOR PLAN 1020 SW PROVINCETOWN LANE PORT ST. LUCIE, FL 34953 SCALE: 1/4" = 1'-0" TYP. STUD CORNER DTL. S 08:18:$4 -04 0 SCALE: 1/4" = 1'-0" (772)418-2118 SCALE: 3/4" = 1'-0" n PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 tx6 P.T.BUCK SET IN DOOR THRESHOLD SET GONG.OR MASONRY SEALANT AID SECURED W/ IN BED OF CAULK $ SnArW FINISH Ix3 OR Ix4 P.T.BULK SET IN SEALANT AND NAILED ALUMII�JM FRAME CASE HARD NAILS® 12"O.G. (MAX) FASTENED TO SILL W/ PERIMETER CAULKING WI-1/2"CASE HARDENED FASTEN THRU BUCK W/ 3/16"VIA. TAPGONS GONG,OR MASONRY COIL NAILS AT 12"O/c. 3/16"x3 1/4"TAPCON ® ON O/C MAX. SCREW5*24"O/C 1x4 OR Ixb P.T.BUCK SET IN FLOOR PERIMETER cAULK1 M-112" A E NAIL GONG.OR MASONRY ��BY E AGn�e �r�Fir�To SILL PLAN REVIEW REVISIONS FLOOR COVERING-� W/I-1/2"CASE HARDENED DRYWALL BO 00 0 o O . J Qo COIL NAILS AT 24'O/G. PERIN�71:R CAULKING WITH SILICONE DOOR TRt GEt-£ IVOUS FINISH o •o o ° o°O MAX DOOR FRAf� �p o _ �10' GEMENTITIOU5 FINISH CAULKING PERIMETER GAULKtlVCS •600 o o. d° .d b° o FASTEN TO SILL W! If CONG. OR MASONRY .o #6 x I"Se, BA6 DOOR FRAh>E FASTENED TIROU6H BUCK DOOR TRIM I 71--- RYWALL BOARD Ix3 OR Ix4 P.T.BK SET IN W/3-!/4"x I/4"(MIN) TAPGONS, GDRl'YVALL BOARD g 2-0 O/C AULKING SEALANT AND NAILED fl QO °o0 . Qo 0 WITH(I)TAPCON A FLOOR COVERING LUM/PAIN FRAME W/1-I/2"CASE NARDEI� o :Oo.PERIMETER CAULKI A�FRAM COIL NAILS AT 12"O/C. 6"MIN FROM EA. P AND F1CONCRETE SLAB FASTEN THRU BUCK W/ s. o >, ° /I6'k3 t/4�UT KN LE6 W/M N EMBED OF 1516 VERTIG �,I,3-v4"xI/4•lM/nU y a°'o0 o cREws®24"o/c S ALT oR Por�emMASTER PLAN REVISION TAPCONS AT 24 O/L.MAX AX IN PREDRILLED PERIMETER CAI1LKfN6 IN PREDRILLED HOLES GROUT BED OLES BY MAN FAGTURERBY NwwFAGTURER CoERIMETER CAULKIN6 DRYYG4LL BOARD 5-26-21 GEFENTIVOUS FINISH GAULKIN6 HEAD/JAMB DETAIL SILL DETAIL JAMB/HEAD DETAIL SILL DETAIL EXT DOOR EXT DOOR HEAD DETAIL JAMB DETAIL SILL DETAIL (SGD) (SGD) WIND❑W WIND❑W WINDOW ti ti w � O � w � ci) Cn 12 6� 12 12 O TOP OF 2ND FLR. �y _ _ -—_ - _ _ _ _ _ _ _ -—_ -—- - _--TOP OF PLATE E J TOP PLATE_ �+ O +!V-4" A.F.F.- - -w -- - ----- GEMENTITOUS COATING - --- --- - - ----- - ----- - - - +17'-4" A.F.F. r, f�� - ON MTL LATH n�``!, Q4 I, TOP OF SECOND S ■ Z GEMENTITOUS COATING Q4 "`-I FINISH FLOOR I ry z_ 1 ry z ON MTL L N TOP OF SECOND FO +Q=4 3/4" A.F.F. -_- - - --- - w --, --- ----- - FINISH FLOOR EJ — +g'-4 3/4" A.F.F. __ - EJ TOP OF BLOC Eli q� TOP OF BLOCK - O O --- -- ---- - - --- --- --- --- v � �y + �OP OF BLK. +8'-O" +a'-O" A.F.F. = GEMENTITOU5 GARAGE COATING ON BLOCK } T El CEMENTITOU5 3= � BEYOND GOATiNG ON BLOCK O BEENTRY YOND —-—- _778_ --_ _ --_ _------ —_-- - - - TOP OF SLAB _ _—_ 4- TOP OF SLAB � c Q . - --- -- - - ----- — — - -- - -—-—-—-—-—-—- -—-— +O'-O" A.F.F. R I O HT SIDE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION O N RIDGE HEIGHT " +23'-I" A.F.F. NOTE : LO LO 12 TOP OF 2ND FLOOR HALL TOP PLATE TO BE 6 16 OVERHANG +IT-4" ABOVE TOP OF SLAB AMD +c('-4" ABOVE TYPICAL UNLESS o TOP OF GONG. BLOCK HALL TO ALION ROOF PLANE OF O D OTHERWISE NOTED GEMENTITOUS COATING w � N DININO SIDE H LLHITH 2ND FLOOR ROOF. 1­- � ON MTL LATH -) M _ TOP OF PLATE U 5 ",)---- ----- ----- - ---- ° < N +17'-4" A.F.F. Q W W > o r CONGEALED 2x4 VERT. AT EA. FACE OF FLASHIN ��� ARCH 1-4/ (3) 10d NALE5 AT Z C) -j 0� o cfl 00= A TEL AT TOP EA. END TOE NAILED W(2) J m O . PREG5T LINTEL N 1 j z BLOCK COURSE I Od AT BUCK m Q u- pNj U Q � W F_ cfl 0 - Z=� 2x4 SOLID BLOGKING (FULL U oC N U ®Nv WIDTH OF WALL) BTWN. I5/32 GDX z O < t- UZ PLYWOOD PANEL E LLE Uj�O P.T. (2) 2X4 BUCK - TOP OF BLOCK WALL PLYWD. ARCH FAGE5 Pi/ (3) p`-'� (BOTH SIDES) NAILED W W Z) W ~ CONNECT TO IOd NALE5 THRU 0.5.8. INTO TO BUCK W/ ad CC � C17 O O z TOP OF SECOND BLOCK W/ %611 x 3" EA. 2x4 NAILS AT 4" O.G. N N FIN15H FLOOR TAPCON5 (1 1/4" PREGA5T LINTEL AT TOP j 0- MIN. EMBEDMENT P.T. (2) 2X4 BUCK - BLOCK COURSE W -- + F-4 3/4" A.F.F. CONNECT TO BLOCK W/ %6 INTO BLOCK) 3 TOP OF SLOG _ _ _—_—_—_— _ TOP OF BLOCK x 3" TAPGONS (I I/4" MIN. W +a-O A.F.F. +&'-0" A.F.F. 2X4 VERT. BRACES EMBEDMENT INTO BLOCK) 8" W. SCORED TRIM 15/32" GDX PLYWOOD PANEL BUILT-UP PLYWOOD OR _ ® ® (BOTH SIDES) NAILED TO '--""— MA50NITE BUCK - SCRIBE GEMENTITOUS COATIN U BUCK W/ ad NALL5 AT 4" O.G. BACK5IDE TO FIT ARCH. ON BLOCK a"xa" RAISED BLOCK PROVIDE N6" x 3" TAPGON (I CONNECT W/ ad NAILS 2 o (PROD. 3/4") TYP. (4) PLACES 2x4 SOLID BLOCKING (FULL 1/4" MIN. EMBEDMENT INTO ARCH PROJECT t- O �p _ WIDTH OF WALL) BTWN. BLOCK) AT EA. 51DE BUGK-(I) OPNG. LINE OF (L g PLYWD. ARCH FACES W/ (3) WITHIN 4" MIN. TAPCON OF RECTANGULAR O IOd NALL5 THRU PLYWOOD START OF ARG ROUGH OPENING NO. 17-015-027 INTO EA. 2x4 OR — - TOP OF SLAB —�- G TOUS BUILT-UP PLYWOOD�--- _ COATINOATIN BRIRI G ON BLOCK MA50NITE BUCK - BE 7-27-21 ---- - DATE DRAWN BACK5IDE TO FIT ARGH. (REF. ELEV) CONNECT W/ ad NALE5 1I" x 3" BUCK S cRG�I I 121 t 50. BLOCK SEAMIST 2215 131 FRONT ELEVATION COLUMNS SEGT ION A-A MASONRY I/4" I'-o= " OP�I.��. DETA I L st FLOOR LIV. 1330 SOFT nd FLOOR LIV. 885 SOFT GARAGE 437 SOFT LANAI 167 SOFT WINDOW PRE55URE CHART IbO MPH 41 I'-oil I'-oil 1'-o" ENTRY 27 SOFT TAG PRE550RE5 ZONE 5q•Ft O ATTACHMENT PER MFR5. - PRE-ENGINEERED RECOMMENDATION5 O +2 4 O-ILIA P-2 Wall 0 I'-2 7/a" TOTAL 2846 SOFT ROOF TRU55 1 IX2 NAILED TO TRU55 N N O2 +26.4 / -253 4 20-4CIA IT CUBIC VOLUME OF L TAILS W/ (2)-5d NAILS O +24.5 / -21.1 4 50-qq.q -� MIGHAEL C. ANDERSON CONDITIONED SPACE _ u poi O O Digitally 17720 CUBIC FEET +23.5 / -2s.a 4 Ioo-4gg.q Michaesigned bCONCRETE "U" BLOCK Y TIE-BEAM TOP GOURS Michael O +27b / -37.0 5 O-Iq.q HORIZ. 2X2 NAILED TO O +26.4 / -34.5 5 20-4CIA SHEET VERT. IX2'S W/ 12d X 3-I Anderson NAIL O +24b / -51.2 5 50-aq.q MIGHAEL G. ANDERSON, ARCHITECT OF RECORD Anders Date ATTACHMENT PER MFR5. It-oil -u' 1'-0" FL. LIG. ARO011305 SEE PL N RECOMMENDATION5 O +23.5 / -25.1 5 1o0-4gq.q ' 1020 5W PROVINGETOWN LANE, PORT ST. LUCIE, FL 34g53 2021 .08.22 A 3mo ("172)418-211a 08:19:25 STAPLES ® 8" O.G. PER MFRS. O +23.5 / -25.7 INT. 112 = = on -04�00� RECOMMENDATIONS _� -- PLANS DESIGNED TO MEET THE REQUIREMENTS OF d O O THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (NTH FL. LlG. AR001-7305 SOFFIT DETAIL SOFFIT OJS VENTED - Q a" O a" N.T.S. F EGAST HEADER SGHEDU.LE B-X LINTEL CAST GRETEALLOHABLE ALLOHABL PLAN REVIEW REVISIONS MEMBER LENGTH TYPE LOAD UPLIFT J. B-I 64" aFlb-IB 5365 PLF 22a0 PLF B-2 54" aFib-IB 6,113 PLF 2-124 PLF R M I NO NOTES: B-3 80" aRF14-IB 3120 PLF 1651 PLF ;. • • f. DESIGN LOA05: B-4 70" aFl6-IB 4360 PLF 2093 PLF 8F8-1B 8F16-1B #5 REBAR AT TOP HIND: 160 M.P.H. AT 3 SECOND BUR5T MIN. C1> REQ'D ROOF: 37 P5F (20 L.LJI7 D.LJ MASTER PLAN REVISION 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.G. B-5 �i0" TYPE DESIGNATION BFIb-IB 2661 PLF 1b34 PLF :° r-vz' CLEAR 5-26-21 F = FILLED WITH GROUT / U = UNFILLED ? ; : H1TH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) B-b 20a" 8F1b-IB C150 PLF 404 PLF QUANTITY OF #5 REBAR AT u r ° C.M.U. FBOTTOM ❑F LINTEL CAVITY ¢ 3. AT BLOCK/STRUGTURAL FRAME HALL Q is B-a B-7 70" aF8-IB 1451 PLF a0a PLF ; CONNECTION, PROVIDE I/2" DIA. 8�16- 18/1T GROUT t o COUNTERSUNK ANCHOR BOLTS H/ 2-I/4" MIN. i v z EMBED. @ 24" O.G. VERT @ (2)2x4 P.T. VERT. } Zn #5 REBAR AT BOTTOM �y — — — — — — B-a 12b" aFib-IB 1533 PLF a14 PLF N❑MINAL WIDTH LQUANTITY OF #5 '" OF LINTEL CAVITY 6­4 B-a 154" SFI6-IB 1250 PLF 485 PLF NOMINAL HEIGHT REBAR AT TOP 7-5i8'ACTUA 4. SEE FRAMING PLAN FOR PRECAST LINTELS SEE "6ABLE END TYPICAL r 8' NOMINAL WIDTH �Ty SEGTI N AT VAULT" I I B-a B-a ON S T. Ab.0 1 5. PERMANENT OR TEMPORARY BRACING OF o) 13'-O" A4. TRU55E5 PER HIBCII. ANY ADDITIONAL TRU55 PROVIDE 51MP50N "L5TA24" BRACING REQUIRED HILL BE DETERMINED ~ 17 I/2" A.B. AT 32" O.G. IN LIN PROVIDE "HETA20" ATE . FLOOR AT EACH TRUSS VERTICAL BY TRU55 ENGINEER ON 51GNED AND SEALED 2x4 BLKG. AT TRU55 DIAGRA.M5. SEE SECTION - TRUSS VERTICAL TO LiN L-VERIF TO STUD @ 24" O.G. MAX. 2x4 BLKG. AT 4&" 5PAGING PER TRU55 EN INEERING 45" O.G. AT ^y O.G. AT TRUSS BOT. _ 5 A 5 ATHING TO CONNECT 2'-oll PER TRUSS 2'-O° Ib" HIGH GABLE END FLOOR 12'-7 1/2" TRUSS BOT. W ^ FRAME WAL MANUFAGTURERES 6. ALL HEIGHTS NOTED ON PLANS ARE CHORD B-5 B-2 - p TRU55-5EE "GABLE END FLOOR cv= CHORD MEA,5URED FROM TOP OF FIN15H FLOOR B-2 REGOBMENDATI TRUSS CONN. DTL." ON 5HT. Ab.1 _ O (REF. ELEV. 0'-0'9 Q — — — — (2)2xb _ '" 1 �+ Q) -Hi— 1 I 1 �• ALL TRU55 TO TRU55 CONNECTORS TO BE SUPPLIED BY TRU55 MANUFACTURER. w w 2x4 X- GIN SEE 5TRUGTURAL NOTES FOR ADDITIONAL o INFORMATION. 1fl III III Ili III -- iii li I!I Ili W [� rn� 2x4 III w v a. OVERHANG I5 1'-4" UNLE55 NOTED OTHERHISE C�6 iil Ili X-BRAGINy II If 17( III EI N 9 I I _ I 2IL Ei ifl Ili ib° ifi 1f1 i!1 III III O Z Q O v N O ( O W Qy OH III III lii fli III ? O O = W w III I! IIi !I! �I III 1! III IIi Ib" �, z X z O Z O !1_ OH 3/4" T4 G 2ND FLOOR WALL O O Q 0 1 O O z PLYWOOD CONSTRUCTION it N u I _ r f- J J01 FLOOR 5UBFL00 (TYPICAL} O Q O J u_ JOISTS WITH Z 0 -1 I W O O W � ( � � O� AT ENDS LU52 L Q L LaIN0 z � _ � > 1z >Q PER 55 pvv 2 I-34x12 VAULTED - ! OOr x O MAN FAGTURERES > t=z 8' GLG. `Q m p d N Q _- REG MENDATI ON O z FLAT to -` CL O PROVIDE 2Xb LEDGER cv X — — — — — J N U BOARD FOR FIRST FLOOR Ib" DEEP FLOOR y w - r1 ROOF TRUSS BRG. - 2 TRUSSES -� ATTACH LEDGER TO EACH STUD H/ (4) ibd NAILS (SEE U-) DETAIL 5HFE A6.1) rn 2X BLOCKIN CONCRETE CDFRAME BRG. WALL H/ BLOCK HALL O O.G. CONSTRUCTION W co Cm UNDER GIRDER FL . U 1-- rn r' TRUSS ENDaI DETAIL (TYPICAL) rn i I p � � x(2) 125 A4SCALE: 3/4"=I'-O" � LL ct 00I I a W i1 a: � N CV Z W > - o T B-4 6) 2X4 0 m O Co Cq 3I4 T�G 2ND FLOOR WALL (2) 13/4"XIb" H. - (3}2XF 2X8 FLOOR PLYWOOD GONSTRUGTION = z U- •- LVL BEAM J015T5 WITH SUBFLOO (TYPICAL) m W (m - - I I SIMPSON LU52 Q U F- CC\lq Q i - N AT ENDS z O <t 6.1 -O' GLG.T cc cA � LU z � O (4) 2X4 _ ( � WillI b" DEEP FLOOR M W OH TRUSSES W a' FLAT ~ >L GLG. O III III III - III III III O ® 2X BLOGKIN BLOCK HALL CONCRETE — — — CONSTRUCTION DETAIL PROJECT III III III I Oi N - ACCESS (TYPICAL) 2ND FLOOR PLUMBING - _ O p SCALE: 3/4"=1'-O"w NO. 17-015-027 Ib" III III III _-__—•-� O � tx OH IIi III I � 00 LiHALL LEOEND DATE DRAWN 7-27-21 III III B_3 III ® , \ - - All - -1 - - w INDICATES INT. BRO. 2x4 BOTT. GHORD —I - a' FLAT a' FLAT HT. PER PLAN S EAM I ST 2215 B 1 BLKG. SEE NOTE #2 III O HOLD END OF GLG. GLG• INDICATES PLANT 1 st FLOOR LIV. 1330 SQFT III — — 2X LE-D&ER AT TOP 4 50T.OF - _ FLOOR TRUSS I/2" SHELF HT. PER PLAN 2nd FLOOR LIV. 885 SQFT HOLD FAGS OF 2x4 -BRAGNN B_1 — III TRU55- NAIL KI(2)1od NAILS TO O BACK FROM FACE OF BLOCK INDICATES TOP OF GARAGE 437 SQFT TRUSS 1/2" BACK TRIJ55 END5 8 STUD5 - G RDER TRUS FROM FACE OF HALL (TYPICAL) i BLOCK o a'-O" AFF BLOCK HALL SEE "GABLE END ly O (TYPICAL) SECTION AT VAULT" O ' 2MTS12 .Z\4 pia 2MTS12 EX�TRIOR5F5FOORRAME NALL5 � 2X4 LANAI 167 SQFT ON SHT. A6.0 d-1 _ _ AT 16" O.C. NOTE: PROVIDE TRU55 1/2" PIA. A.B. AT 32" O.G. IN LINTEL 2 It I N _® ENTRY 27 SQFT STRONGBACK5 PER SEE SECTION X-X FOR THIS AREA 06 O TRUSS MANUFACTURER'S 50 � __ SPECIFICATIONS !j B_b O GIRD R Q TOTAL 2846 SQFT NOTE: OFFSET GABLE tL �?w - END TRUSSES)2" FROM — — — — — — — CUBIC VOLUME OF FACE OF BLOCK I tit IIIMICHAEL G. ANDERSON CONDITIONED SPACE _ _ _ _ _NOTE: PROVIDE SIMPSON 12� HOLD FACE OF (2)2X6 DiMall(2)2X6 g y 17720 CUBIC FEET "HETA20" AT 24" MAX. AT I- Michaesigned FLOOR TRU55 by GABLE END TRUSS TO 1/2" BACK FROM 2MTS1 2 2MTS12 5-0 1/2i 10-I I 5-0 1/2 I Michael BLOCK CONNECTION FACE OF BLOCK Ib HIGH GABLE END FLOOR WALL (TYPICAL) Anderson SHEET TRUSS-SEE GABLE END FLOOR TRUSS GONN. DTL. ROOF FRAM I I O PLANAnders Date: fi`00fi� M I NC / SGONDLOOfi� M IC 'L PROVIIEIT' b" AT EA. FLOOR TRUSS VERTICAL MIGHAEL G. ANDER50N, ARCHITECT OF RECORD AM AM ,� _ �, TO - G G SCALE; v4° = I'-o" AV m FL. LIG. AROOI-1305 2021 .08.22 AV 0 5CALEI/4 - I -o W ENGINEERING 1020 S PROVINGETOWN LANE, PORT ST. LUCIE, FL 34,453 (772)41a-211b 08:19:52 PLANS DE5I6NED TO MEET THE REOUIREMENT5 OF n -04'00 THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH 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 CKT02215 S.F. AT 3 VA 6.6 kVA PANEL RECESSED LIGHT / i MASTER PLAN REVISION �� 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA 150 METER WALL MTD. BRACKET @ 72' A.F.F. 5-26-21 RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA FLUORESCENT FIXTURE DISHWASHER 1.5 kVA M•C•B. DISP❑SAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 34.01 kVA WALL MTD. VANITY LIGHT FIRST 10 kVA AT 100% 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. ® EXHAUST FAN REMAINDER AT 40% 9.6 kVA �I TOTAL OF OTHER LOAD 19.6 kVA 10 kVA OF AC AT 40% 4.00 kVA EXHAUST FAN W/ LIGHT r,mil r TOTAL 23.6 kVA PREWIRE I NO. 4 CU. WIRE EXTERIOR FLOODLIGHTS 23,600 VA DIVIDED BY 240 V 98.3 A TO UFER GRND. POOL SUB PANEL 30.0 A _ I TOTAL 128.3 A CEILING PADDLE FAN �j CO USE 150 AMP SERVICE (PREWIRE OR W/ LIGHT AS NOTED) [� I I SCHEMATIC ELECTRICAL RISER(9 �• WALL MTD. SMOKE DETECTOR (BACK TO BACK SERVICE) (� CEILING MTD. SMOKE DETECTOR 6­1 (� WP N I I O CEILING MTD. CARBON MONOXIDE DETECTOR v D C 1lZrq CHIMES i S.D. O -0 CHIMES PUSH BUTTON r ` _ / w CTR. ON O F_ / TELEPHONE JACK W C� M DOOR � / C.M.D. I _ - I v � • CABLE TELEVISION JACK PREWIR - \~ 110 V. DUPLEX RECEPTACLE C� PHONE/ PREWIRE 1/2 SWITCHED 110 V, DUPLEX RECEPTACLE [� C INTERNET R F. / _ I I 110 V GFI DUPLEX RECEPTACLE 220 V, RECEPTACLE OUTLET FOR GF1I 1 ° J I I \ Tv I PREWIRE MICROWAVE - IGFI / ® DEDICATED 220 V, OUTLET /PREWIRE I SINK W/ I I 1 I I 110 V. JUNCTION BOX DISP. � SWITCH @ 42' A.F.F. GFI II I / - _ � ` / � RHEOSTAT SWITCH @ 42' A.F.F. LO TP TOUCH PAD FOR SECURITY SYSTEM GFI TO TO Ci GFI 0GFI / LIGHT SWITCH C:) � ABOVE BELOW �- - O CENTRAL VACUUM OUTLET LOCATION W N TV M �� ELECTRICAL DISCONNECT U � ti w —� � � X Coa " CO — — w W > CD EXH. Z J C)CTR. FAN G I GF I C.M.D. - - - - Z O ON DIM i ma _ � U U f)f N WDW - S.D. ELECTRICAL NOTES Z Q O a r` II / • i I I AC 0 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION � (w Z UNLESS NOTED OTHERWISE. L N I I W I i 1�1�XH. DI \ 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS � _ AN S.D. \ SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. LaLJ J 0 � WH O GFI • 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI � GFI 1 CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. GFI XH 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. PREWIRE \ 0 -11 AN PREWIRE 5. IF NE BRANCH CIRCUITS ARE ADDED: \ GFI _ _ _ A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS / 22x54 ATTIC SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY PROJECT TV ACCESS ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DISC. DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, • \ HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED NO. 17-015-027 AIR BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER COMBINATION COND. TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). DATE DRAWN 7-27-21 x B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE i ��� I REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN y 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. SEAMIST 2215 B1 GARAGE DOOR S.D. � • OPENER PREWIRE ELEC. O. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL 1st FLOOR LIV. 1330 SQFT C.M.D. VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET / WP GFI PANEL METER APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2nd FLOOR LIV. 885 SQFT 2020 F.B.C. / S.D. S.D. \ \ GARAGE 437 SQFT O O LANAI 167 SQFT ENTRY 27 SQFT \ PREWIRE PREWIRE TOTAL 2846 SQFT MICHAEL C. ANDERSON CUBIC VOLUME OFCONDITIONED SPACE _ \ COACH LTS. 17720 CUBIC FEET PREWIRE COACH LTS. Digitally \ PREWIRE ichaelsigned by FIRST FLOOR ELECTRICAL PLAN - - - - SECOND FLOOR ELECTRICAL PLAN Michael SHEET SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" AnderS Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n 2021 .08.22 ■ (772)418-2118 08:20:13 -04'0 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 HURRICANE STRAP ® PRE-ENGINEERED TRUSSES TOE NAIL (2) 16d EACH SIDE 19/32' CDX PLYWOOD SHEATHING STRUGTURAL_ NOTES: V400D STRUGTUR4L NOTES: PLAN REVIEW REVISIONS EA. TRU55 - REFER I. WIND LOAD REGU I REMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, OROUP, AND ORADE AS SHOWN TO FRMG. PLAN 2x4 TRUSS TOP CHORD 2x4 BLKG. @ 48' ❑.C, 3 SEC. BURST PER 2020 FBG. ON DETAILS. DAMAGED WOOD NOT TO BE USED. BOTTOM EA. TRUSS INSULATION PER BLKG, @ 48' D.C. 2. WINDOWS, DOORS, AND OARAOE DOOR5 SHALL BE DE51ONED TO 2 Fb 1200 PSI, E 10DO,000 PSI, M.G�cl% MAX.,TYP. BOTTOM CHORD W/(2) PLAN ® 24 O.G. THE 2020 FLORIDA BUILDING GODS. Ibd MIN COMMONS PRE-ENG, TRUSSES PINE GROUP III WOOD IS DOUGLAS FIR-LARCH, SOUTHERN YEL TOE-NAILED TO AT 24' D.C. 3. ALL FLOOR SLAB5 TO BE OF 2500 P51 CONCRETE PLANT MIX PINE, HEM-FIR, OR SPRUGE-PINE-FIR. TOP PLATEY ly Y Y, 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 LOGATED BELO I" COVER ON 6 MIL POLY VAPOR BARRIER OVER MASTER PLAN REVISION (2) 16d COMMON NAILS AT COMPACTED GLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE EA. 2X4 LADDER FRAMINGOFFSET AT LEAST 4'.SIMPSON "5PH4" AT EACH 1/2" GYP. BD. 2X4 45° CROSS BRACING I 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" NAILED AT 6'' O.G. MAXTRUGTURAL DOUBLE PLATES TO BE 5-26-21 STUD TO TOP PLATE W/ W/(2)16d NAILS AT EA, I 2X4 STR❑NGBACK IF GABLE TRUSS IS COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE 12-10d X 1 1/2" AT EA. TRUSS WEB MEMBER TALLER THAN 8'-0' SHALL BE A5 5PEGIFIED BY THE MANUFAGTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" BE USED IN 5TRIGT ACCORDANCE WITH THE MANUFACTURER'S GDX PLYWOOD, WALL NAIL PATTERN TO BE 6" DBL. 2x4 TOP PLATE 2x4 45° CROSS BRACING SCHEDULE GABLE END TRUSS SET 3/4' REGOMMENDATION5 AND WITHIN TIME A5 5PEGIFIED IN "A5TM Gq4". O.G. W/ IDd NAILS UNLESS OTHERWISE NOTED. I/2 GYP. BD. SPAN BRACING REQ'D. � FROM FACE OF CONIC. BLOCK THE FIBERS SHALL COMPLY WITH A5TM DESIGNATION Gf 116 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENO. HD. = GREATER THAN 20 FT. SPACED 4'-0" O.C. TYPE III 4J.3 AND WITH APPLICABLE BUILDING CODES. TRUSSES) TO BE #2 OR BETTER GROUP it UNLESS OTHERWISE 2x4 STUD WALL ® 16" 10 FT. TO 20 FT. (3) PAIRS AT 1/4 CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ~ LESS THAN 10 FT, POINTS (1) PAIR AT IN, 15/32' SHEATHING OVER GABLE ON REGUE5T. STANDARD AGI 302 PROGEDURE5 FOR PLAGINO, fgtGTURAL HEADER SIZES SHOWN ON ROOF FRAMING O.G. W/ MID-WALL MIDPOINT END TRUSS FASTEN WITH 8d PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II PROVIDE R-II GATT FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING INSULATION AT ALL BLOGKING (WALLS OVER I NAILS AT 6' D.C. FIBER MESH CONCRETE. &. MAX. !" HOLE DRILLED INTO EXTERIOR 5TRUGTURAL " 1 C!' WALLS ADJACENT TO 10' HT. PROVIDE BLKG CHORD RBLKGB ATT❑M I 2X4 'T' OR 'L' STR❑NGBACK AT GABLE 5. CONCRETE MASONRY UNITS SHALL MEET A5TM Cc[O. NON-AIR CONDITIONED AT 4-O O.G. MAX.) 4'-0' D.C. REFER VERTICAL LONGER THAN 48' - CONNECT 9? �TIIDS TO BE DOUBLED AT EAGH END OF C) ROOMS TO FRMG. PLAN I WITH 12d NAILS AT 12' D.C. 5HEARWALL A5 PER DRAWINGS. f1.a 6. MORTAR TO BE TYPE M OR IS'.- GROUT TO BE 3000 PSI CYD I SIMPSON HETA20 AT EACH TRUSS AT 20, DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANGHORINO (2) WOOD ITEMS TOGETHER, THE LENOTH (2) 16d VERT WEB MEMBER (24' D.C. MAX) AS DEFINED IN AGI 53-qq. f'm = 1500 p51 OF HURRIGANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. COMMONS TOE 16d COMMON 11. NAIL PATTERNS: C ^ "5PH4 I' AT EA. NAILED EA, SIDE I NAILS AT 6' D.C. 8. REBAR TO BE SIZE #5 ORADE 40, GONT. W SIMPSON T❑ 2x6 P.T., . TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.G. OUTSIDE THE STUD TO 51LL PLATE W/ PLATE CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE q "� NOTE #4). � R'y 12-!Od X f I/2" AT EA. CEMENTITIOUS FINISH OVER FRAME -DOUBLE STUD NAIL PATTERN AT 12" O.G. 2x4 P.T. BOTTOM PLATE C❑NSTRUCTIION cf. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.G. AT v1 4 MIN. GONG. SLAB W/ 1/2" DIA. EXP. BOLTS APPLIED 2 LAYERS OF AN APPROVED EA. EDGE 12" O.G. INTERNALLY. IL W/ 2" WASHER AT 8x8 U-BLOCK TIE-BM. FILLED N WATER RESISTANT BARRIER MATERIAL 10. UPLIFT GONNEGTOR5 TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUD- 4" O.G. EA. HEADER MEMBER(2500 P51) W/ FIBER MESH 24" O.G. (MAX.) W/ CONIC, & (1) #5 BAR CONT. OR 1 LAYER OVER AN APPROVED HOUSE TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END OVER VAPOR BARRIER WRAP.OVER GLEAN COMPACTED ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE C) FTC TERMITE TREATED FILL 2 3/4" MIN. EMBEDMENT VERT, #5 BAR AT EA. REINF. EXPANSI❑N J❑INT II. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x ^�I FILLED CELL PER FDN. PLAN AT CEMENTITI❑US THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITGH GLUED AND NAILED L&IVK PLATE BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 0" O.G. 5TAOGERED. - GABLE END SECTION C T I G N X-X CONT. W/ 1 BOLTS THE FOLLOWING CRITERIA MUST L MET: 12. ROOF SHEATHING TO BE MIN. 15/32" GDX \"� - 8' ANCHOR B❑LTS ANCHOR SIZE GONG. HOLE SIZE n � • • - @ 32' D.C. I/2"" 3/4'i MIN. HOLE DEPTH PD NOO AILED PER ROOF NAILING PATTERN w n rrr-,TT -� 5/8 7/8 5/4" lip S" 13. ALL NAIL INO SPECIFIED TO BE APPLIED BY NAIL _ - Well I/8" q„ GUN AND/OR MANUALY. �y FOOTING PER AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED FOUNDATION PLAN I I' I I I 'I I I_ PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUS5 BRAGING PER TRUSS MFO. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON DRAW I NG5. [� NOTE: ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD O APPL I GATT ON. , TWO COMPONENT EPDXY RE51 N MATERIAL TO BE BEARI NO, METAL 5TUD5 MAY BE 5UBSTI TUTED FOR TRUSS TO PLATE ANGHOR, STUD TO TOPOR SILL PLATE __- __=- ----- WOOD STUDS. MIXED PER MFG. DIRECTIONS. ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR II LINTEL 16. ANCHOR BOLTS 8" LDNC x I/2" DIA. WITH A 2" BEARING WALLS NOTED ON PLANS A5 SUPPORTIN�� I 12. MIS5INO DOWEL PLACEMENT: SQUARE X I/8" THICK HURRICANE WASHER EMBEDDED 5" GRAVITY LOADS ONLY (NO UPLIFT LOADS). F UNLE55 NOTED OTHERWISE. NEW HOLE SHALL BE DRILLED 7/8 TO I WIDE AND f0 DEEP. 2x4 5TUD5 a 5PAGING AFTER HOLE 15 DRILLED ALL CONCRETE DUST MUST BE REMOVED N T R I O �3 R I N HALL S G T I O N I I PER PLANS �--� PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 1-7. ALL EXTERIOR GE I L I NO MATERIAL TO BE 1/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR OREA5E. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLE55 NOTED LO I VERTICAL FILLED CELL ,° ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER � 12 APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE � R I W/ I-#5 BAR MIXED PER MFO. DIRECTIONS. rn ARCHITECTURAL FIBERGLASS SHINGLES OVER I (2) I6d ALL PLANS, DETAILS, AND NOTES ON THESE p -�� DRAW I NO ARE-PROPRI ETARY AND CANNOT BE ELEV. USED, TRANSFERED, OR OTHERWISE REPRODUCED � 15# FELT ON 1a/32" COX PLYWOOD SHEATHING 1 GONG. BLOCK WALL • l2 O.G. n AND PRE-ENGINEERED WOOD ROOF I {2) IOd WITHOUT THE APPRO\/AL OF RENAR HOMES � J TRUSSES AT 24" O.G. (SEE ROOF NAILING (2)2x4 P.T. W/I/2 DIA. W _j dCY) X PATTERN DETAIL) COUNTERSUNK BOLTS @ b" O.G. _, al a U) : < LL 00 ® 24" O.G. VERT �� = CC 0 p N 2 1/4" MIN EMBEDMENT 3 1/4 z W > O T- TOE NAIL (2) Ibd EAGH 51DE _ p _I OC o HURR. STRAP ® EACH TRU55 II WITH 2" SQUARE X 1/8" � LL JmO �pN R-30 INSULATION r� REFER TO CONNECTOR SGHED. I SHEATHING PER PLAN z T- _ THICK HURRICANE WASHER R ROOF PLA I I DETAIL AT 2x4 TRUSS TOP CHORD 11 w w U mQ rnv TOP- - - -BLOCK i� TOP OF SLAB cfO o GORNER BLKG. • 48" O.G. 2x4 BLKG. • 48 O.G. Z O Q r U REFER TO EXT. ELEV. W U) = w 1/2" GL6. GYP. BD. E' L------ PRE-ENG. TRUSSES N O AT 24 O.G. Wx&" U-BLOCK TIE-BM. FILLED EXTERIOR FRAME MALL TO M w W/ GONG. 4 (1) #5 REBAR GONT. ALUM. FASCIA AND 2x4 TRU55 BOTTOM (2) Ibd COMMON NAIL5 AT DRIP EDGE UNLESS J CHORD BLKG. AT EA. 2X4 LADDER FRAMING Lu PRE-ENO RED PRECAST LINTEL OTHERWISE NOTED GONG. BLOGK HALL GONNEGTION - �- SEE SHEET A 4.0 FOR DETAILS ON EXT. ELEV. 4'-0" O.G. REFER TO GABLE END TRU55 CONT. ALUM. FRMG, PLAN VENTED SOFFIT 1/16" 056 SHEATHING ` Ix4 P.T. ' OVER GABLE END WOW. HDR HT. (2) Ibd TRU55 FASTEN WITH , PLOYGEL SEALANT PER PLANS - COMMONS TOE NAIL EACH 55 PROJECT RAISED GEMENTITIOU5 NAILED EA. 51DE VERTICAE HEB P.T. WOOD BUCK TRIM PER ELEV. O ROOF EDGE-' O I tf MEMBER TO 2 X 4 NO. 17-015-027 PER PLANS _ _ _ _ _ BLKG WITH (2) loci ALUMINUM WINDOW (REFER To - -I 2x4 45° OR055 BRACING 2 X 6 • 16" O.G. KNEE � AT 4'-0" O.G. 7-27-21 FLOOR PLAN FOR SCHEDULE) I y� �./ � ( O ROOF NAIL 2 X 4 BLKG TO WALL WITH SIMPSON 5PH6 DATE DRAWN REINFORCED/FILLED I I EDGE W/(2)Ibd NAILS AT EA. 2 Xl6 BLK6 WITH IOd AT EAGH STUD ® 8 O.G. MARBLE SILL GONG. BLOCK CELL - - - - - - - - - - - - - TRUSS WEB MEMBER SIMPSON HETA20 ® SEAMIST 2215 B1 RA15ED GEMENTITIOU5 I I NAIL 2 X 6 BLKG TO EACH VERT TRU55 DBL TOP PLATE WITH WEB (24" O.G. MAX) TRIM PER ELEV. I I RIDGE 4 2 ( � loci ® 8" O.G. st FLOOR LIV. 1330 SQFT !/2" DRYWALL ON Ix2 P.T. PER PLANS 1/2" DIA L-BOLT f� I 2 Ibd COMMON NAILS FURRING @ 16" O.G. (8" LONG) W/ 2" I I 2 2 O I AT 6" O.G. TO 2nd FLOOR LIV. 885 SQFT WA5HER AT I I 51MP50N "M5TAM24" AT 32" O.G. W/ 5-1/4" X 2 1/4" 2x6 P.T. PLATE R-4.2 FOIL INSULATION 1^I/ 32" O.G. MAX. 2x6 P.T. _ _ _ _ _ _ GARAGE 437 SQFT 4 MIL VAPOR BARRIER GFMENTITIOUS GOATINO OVER I \� - TAPGON5 IN MASONRY 8 9-IDd X 1 1/2" IN 2X6 STUD EXPACEMENSION JOINT FINISH Sx8x16 GONG. BLOCK JAMB DETAIL �` I LANAI 167 SQFT ND. BASE I (D - - J-- << I 4" MIN. GONG. SLAB 2x4 P.T. W! GONG. 2x6 P.T. FROM BOT. OF - - '� lU Sx8 U-BLOCK TIE-BM. FILLED - yam` - - - - - - - -� 2x6 P.T. PLATE (2500 PSI) W/ FIBER 1-#5 VERT. BAR TIED INTO NAILS AT 12" O.G. HDR. TO GLG. LINE W/ GONG. s (1) #5 BAR GONT. #5 BAR DOWEL W/ 5TD HOOK Q U) 2 GONT. W/ 5/8, DIA. ENTRY 27 SQFT MESH OVER VAPOR AND RUNNING INTO LINTEL 2 O I ANCHOR BOLTS BARRIER OVER GLEAN (LOCATIONS PER FDTN. PLAN) _ ' VERT. #5 BAR AT EA`' REINF' • 32" O.G. OR W/I/2" I TOTAL 2846 SQFT COMPACTED POISON FILL FILLED CELL PER FDN. PLAN DIA. ANCHOR BOLTS - O'-Oil I ZONE -USE Sd NAILS ® b" O.G. TOP OF SLAB 2x6 EQUAL EQUAL ZONE 3-U5E 50 NAILS @ 24" O.G. P.T. I/2" DIA L-BOLT 2xb O ZONE 2-USE Sd NAILS O C���L� END S�GTI ON © VAULT CUBIC VOLUME OF FINAL GRADE (8" LONG) W/ 2" P.T. ® 6 O.G. ® 4 O.G. NOTE: MIGHAEL G. ANDERSON CONDITIONED SPACE _ - WASHER AT � HOLD FAGS OF GABLE END � HOLD FACE OF GABLE LEND 17720 CUBIC FEET 32" O.G. MAX. NA I L-I NO PATTERN FOR ROOF TRU55 IN 3/4" BEYOND BLK. TRUSS OUT 1/4" BEYOND BLK. STUCCO STOP A5 REQ'D. N PER LOCAL BLDG. DEPT. m GARAGE DOOR ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. FOR GEMENTITIOU5 FINISH FOR 51DING FIN15H ichae Digitally I I OPENING signed by ( I 0 J - GONG. FTC. PER N Michael SHEET FOUNDATION PLAN r Anderson I I I ( III III ELEVATION MIGHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs Date: TYP. EXT. BLOGK WALL G FL. LIG. ARODI7305 C ARAC E DOOR DETAIL 0 '� 102D 5W PROVINGETOWN LANE, PORT 5T. LUGIE, FL 34a53 2021 .08.22 6mO M2)415-2118 n 08:20:30 -04'0 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODS-RESIDENTIAL (7'TH FL. LIG. AROOI7305 ' 11`� USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST SEE PLAN PLAN REVIEW REVISIONS BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE 2x8 RIDGE BOARD THROUGH THE WOOD DECK BY AT LEAST 1/8" ROOF TRUSSES OR 2x RAFTERS© 24" O.C. CONNECT W/(2) (2)2X W/ PLYWD. 2x6 RAFTERS AT 24" O.C. PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE SPACER BEAM 16d MIN. COMMONS TOE-NAILED MAX. - TOE-NAIL TO RIDGE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE AS NOTED PER PLAN TO TOP PLATE __ _ I BD. W/ (2) 10d NAILS ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE SPH4 (TOP SEE ROOF PLAN FOR REQ'D L-- -- - ---- -- --J MORTAR JOINTS ROOF STEEL, MASONRY / / SHEATHING PLATE TO STUD STRAP AT EACH MEMBER. OR WOOD FRAMING 1 4" To 3 s'° 2x4 VERT. STUDS CONNECTOR) TYP. (TYPICAL) © 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) MASTER PLAN REVISION SPH4 (TOP PANEL I SIMPSON STRONG-TIE PLATE TO BEAM ANCHORS H2.5 5-26-21 CONNECTOR) AT EA. END OF 2x4 @ 16" O.C. TYP. a (NOMINAL SIZE) VERT. STUD a GLASS BLOCK UNITS PRE—ENG'RED S*DOES 2x CONT. STAGGERED LSTA24 w TRUSSES N + + + + + + + + + + + MID-WALL BLOCKING (BM. TO STUD N I + + + + + + + + + + + (WALLS OVER 10' HT FLAT ARCH CONNECTOR) L-- -- - -- - -- --J NOTES: + + + + + + + + + + PROVIDE BLOCKING © + + + + + + + + + + TOP PER PANEL ANCHORS & 1. HURRICANE CONNECTORS REQ'D + + + + + + + + + 4'-0" O.C. MAX. PLAN NOTE: REINFORCEMENT AT 8'-0" O.C. + + + + + + + + + TRUSS TO PLATE ANCHOR, STUD EVERY OTHER 2. PROVIDE "H2.5" ROOF + + + + + + + + TO TOP OR SILL PLATE ANCHORS, I I COURSE OR 16" O.C. AT EACH RAFTER ENDSHEATHING v 1+ + + + + + + + L- __ _- -_J I� C 1 AND BOLTS TO SLAB NOT REQ'D -- -- — -- — -- --- WHICHEVER IS LESS 3. PROVIDE 2x8 RIDGE BOARD rr,, AT INTERIOR BEARING WALLS NOTED WHEN APPLICABLE � ^� ON PLANS AS SUPPORTING GRAVITY EXPANSION 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. CJ' 2x STUD © FRAME OPNG. STRIP & SEALANT AT LOCATIONS WHERE VALLEY FRAMIN 16" O.C. PER PLAN LOADS ONLY (NO UPLIFT LOADS). ® JAMB & ~ Cn SHINGLE SIDE VIEW 6,> NOT BEAR ABOVE TRUSS (PROVIDE (2) HEAD LOCATIONS MAX. CONNECTORS SPH4 (STUD TO BOTTOM (ONLY) ASPHALT EMULSION HAND FRAMED VALLEY DETAIL q SHINGLE NAILING DETAIL FOR SPANS PLATE CONNECTOR) THIN MORTAR SPECIFICATIONS SILL LOCATION THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER OVER 6' OR NUMBER TO MATCH \ AS NOTED HORIZONTAL SPAN IS GREATER THAN 8'-0" NUMBER OF STRAPS CEMENTITIOUS COATING ON HIGH WIND OR STEEP SLOPE N.T.S. IN GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) ABOVE OPENING MORTAR: TYPE "S" PER ASTM C 270. LATH OVER 2 LAYERS 15# F L /1/2" DIA. EXP. BOLT (2 3/a" MIN. EMBEDMENT) 32 REINFORCEMENT: LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT—WELDED CROSS WIRES AT 16" O.C., OVER 15 " CDX PLYWOOD HOTT DIPPED GALVANIZED. (y (� W/ 2" X Ya" THICK WASHER ® 24" O.C. I OVER GABLE END TRUSS �I (PLATE TO SLAB CONNECTOR) PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT—DIPPED GALVANIZED, AT BOTH I GALV. METAL �I JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10FIN I FLASHING 0 CORNER WINDOW TOP_ _ _ _ FRAME BRG. WALL TO WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II. Qa — — — — o — EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. I 2X4'S C� 16" O.C. w [� CORNER ° NAILING FIN SLAB CONNECTOR DETAIL SEALANT: SILICONE TYPE. (4) 10d NAILS ° ° 12 C FLASHING _ _ _ _ — — — . ° 6 FIBERGLASS SHINGLES TAPE — — EXT. WALL OR INT. BRG. WALL GLASS BLOCK INSTALLATION OVER 15# FELT ON CORNER PROVIDE 2X4 BLKG 7/16 OSB (� FLASHING © 16" O.C. BEHIND (3) 10d NAILS 0 TAPE ° GABLE END TRUSS TOP TOP OF BLOCK C� CAI FLASHING ------ -_ — TAPE PROVIDE 2X6 LEDGER BOARD ° PER PLAN SIDE FOR FIRST FLOOR ROOF _�_ [� FLASHING I TRUSS BRG. - ATTACH 2X FASCIA O TAPE PLYWOOD SHEATHING LEDGER TO EACH STUD W/ SECOND FLOOR ZI ° ° 1 OVER WOOD TRUSSES W/ DRIP EDGE I� (4) 16d NAILS BRG. WALL HT. SIDE CHECKRAIL I +17'-4" A.F.F. 2X4'S © 16" O.C. FLASHING _ _ — . — . - I CEMENTITI❑US FINISH TAPE — — — — — I ON METAL LATH P.T. 2X4 LEDGER BD. WINDOW BOTTOM W/ 1/4" DIA. TAPCONS 1/2" EXT. GYP. BD. SILL FLASHING TAPE #1 I BOND BREAK (2-3/4 MIN. FASTEN TO FRAMING SILL FLASHING TAPE #2 I EMBEDMENT) SPACED 2,_0» W/ DRYWALL SCREWS WATER RESITIVE BARRIER AT 6 O.C. MAX. 1. CUT THE WATER RESITIVE BARRIER (1C) WATER RESISTIVE BARRIERI I C2) LAYERS 15# 16 O.C. rn N SHEATHING R ❑ ❑ A L I N o � I R I TH CUT i FELT GLASS DOOR DETAIL-1 STORY SIMPSON LU2/ W N -ITT CUT FRAMING I LE EACH DGER BID. ti I 2- 1 3/4"X16" H. U 3RD I I MAKE A 6" CUT UP F _----_ I LVL BEAM J � X MEMBRANE BRIDGE - -t Q 1 SCUT I I FROM EACH TOP EXTERIOR , FLASHING FIRST FLOOR o < 1 + I I CORNER AT A 45� I I I - a I 00 ANGLE TO ALLOW THE I I BRG. WALL HT. = N Of I 1 45G I I WATER BARRIER TO I I I Cq +8'-0" A.F.F. �w w W > � o J`� BE LAPPED OVER THE I I 1 , TYP I I I ROOF TRUSS Z m 3/4" DIA. X 6" DEEP HOLE FOR Z p o 0 j j �2ND, I I FIN AT THE HEAD OF I I w #5 BAR SET IN EPDXY ADHESIVE _I CO O co N I THE WINDOW. I I 16" HIGH FLOOR TRUSS AT FLASHING / CONTROL � D Z LJi N l0 �'�_ CUT _ I 1 I 24" O.C. Q U 1 1 I I O I JOINT TOP OF BLOCK WALL W � O C) Of I j GROUT SOLID AT III O Q I I FIRST FLR. STUD TOP OF CELL r` 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE I BRG. WALL �I � U W OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN L_-- SAWCUT APPROX. 4"W. X 24"H. I LO O OPENING IN WALL II 25" MIN. LAP OF REBARS N 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE 1>, STUCCO FINISH ON I j a OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT BLOCK II J OVERHANGS 1" TO THE EXTERIOR. 1 3 I W NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP 6„ H EACH SIDE OF THE OPENING. I 1 DETAIL j 3,000 PSI CONCRETE FILLED CELL 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (Y2" FROM + „ A6.1 i W/ #5 BAR EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE \Y2 SPH4 EA. END OF BM IT TO THE WATER RESISTIVE BARRIER. & © 16 O.C.4 FLASHING DETAIL AT R❑❑F ROOF 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE TRUSS I SAWCUT 1"W. OPENING IN WALL PROJECT OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT 1�-,- FRAMING ❑N MASONRY I FROM TOP TO BOTTOM FOR FULL ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). I HEIGHT REBAR PLACEMENT INTO NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. i I CELL - FILL SOLID W. CONCRETE NO. 17-015-027 1 5 SAWCUT APPROX. 4"W. X 24"H. II I I LVL BEAM OPENING IN WALL DATE DRAWN 7-27-21 I (3)LSTA24 BEAM/TRUSS II TO STUD CONNECTOR 25" MIN. LAP OF REBARS I� SEAMIST 2215 B1 (4)2x4 STUD COLUMN i TOP OF SLAB 1�1 1st FLOOR LIV. 1330 SQFT LSTA36 STUD (3)LSTA36 STUD 2nd FLOOR LIV. 885 SQFT I EXTERIQ INSTALL SIMPSON HTSM16 TO STUD o I R VIEW TO STUD CONNECTOR w 3 4 DIA. X 6" DEEP HOLE FOR 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME I 1 W/ (8) 10d NAILS TO TRUSS ATTACH z m / 1 #5 BAR SET IN EPDXY ADHESIVE GARAGE 437 SQFT HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE I 1 STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" TAPCONS = w WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" PROVIDE SOLID STUD �p BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. j Ek 1 I j = pI E I BLKG. IN FLOOR TRUSS SPACE ADDED REINS. FILLED LANAI 167 SQFT TERIOR PRE 1 yew 1 I 1 ROOF C� BLOCK CELL DETAIL 1 ENTRY 27 SQFT 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I 1 I I SIMPSON "HTT16" NOTES: TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 1 1 1 STUD TO SLAB 2 I I -DRILLED HOLE TO BE CLEANED PRIOR TO AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON 1 I I CONNECTOR DISPENSING ADHESIVE 1 TOTAL 2846 SQFT BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 I 3 `,, I -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE SHOWN. r�1 1 I 1 5/8" DIA. THREADED ROD -REBAR DOWEL TO BE CLEAN AND OIL FREE NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I 1 ���� (6" EMBEDMENT) IN EPDXY CUBIC VOLUME OF 1" i i i EkTeRIpR VIEW- CONCRETE LINTEL FILLED DRILLED HOLE MICHAEL C. ANDERSON CONDITIONED SPACE - 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 1 I BLOCK FILL WITH 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES CONCRETE SEE Digitally 17720 CUBIC FEET I I I 2x4 P.T. Michae OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL , I I PLANS FOR PLATE signed by CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE I 3 1 SIZE AND LOCATION COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE Michael BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. 1 I TOP OF SLAB I Anderson SHEET NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) O I I Anders Date: I MICHAEL C. ANDERSON, ARCHITECT OF RECORD L��,, ALTERNATE TRUSS ANCHOR DETAIL 2 2- STORY STUD COLUMN FL. LIC. AR0017305 2021 .08.22 N.T.S. A6.1 O n 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:20:44 A 6ml CONNECTION DETAIL (772)418-2118 -04'00' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 II II II II II II BLOCK WALL BELOW (2)51MPSON 4-ETA20' STRAPS COWNI&GTIN6 LOCK WALL TO PLAN REVIEW REVISIONS I SIM1P50N"5PHH4' EAGHt STUD TO RATE NOTE. WHEN EXTERIOR SHEATHINS EXTENDS TO BOTTOM OF FLOOR TRUE%NO SECOND FLOOR STUD TO FLOOR w SIMPSON"TA216.5TRAP5 TRU55 STRAPS ARE REMIRM, SHEATHINS PROVIDES CONNEGTI1115 2ND STORY REMIRM UPLIFT LOAD REMIRS-0-tr. AT THESE INDICATES GABLE t3rD FLOOR T D N LOCATIONS,PROVIDE 5IMP50N N7512•1ST FLOOR FLOOR TRUSS T�-LOCATE CATE I GORNB2 STUDS TO GABLE EN STUD TO TO FLOOR TRUSS/2x4 RAIL AT FRAME WALL O CORNER OR SIMPSON I-ETA20'AT BLOCK TO fl.ADR TRUSS LOCATIONS. ' FLAN MASTER PLAN REVISION 2x4 CORNER WALL STUDS 5-26-21 5IMPSON'SPN4'AT 24•R 2x4 SPAC3R W/NO SAP FACE ABOVE WALL BILL PLATE STUD TO PLATE (� ALIEN STRAP IN CENTER.OF r/ "✓ DO NOT PLACE STRAP JOINT BTWN. STUDS-AL16N SOLID ELKS.BELOW O INDICATES SABLE END TRIAS M SIMPSON'(-MI2•STUD FLOOR TRUSS �OV132� I'IOORSHSHEATHINS 1��t, " J TO FLOOR TRUSS/2x4 FLOOR CA ONNEGTIN6 2ND STORY l RAIL CORNER STUDS TO SAL3LE EM FLOOR TRUSS-PROVIDE SOLID BLOGKIN5 FOR N?ILINI6 \ MP5ON•LST OR Z%n::-SITRIr--6 TO$OTTOTTOM FftBLA55 SHINGLES OVER 35#FELT(2• PLATE 2°°ON GB2"CDX PLYWOOD SHEATHINdTER H76E 24'ONGC PIS D) 12 O ON I9/3G AND PRE-ENSIN WOOD ROOF TRUSSES AT � �E FLOOR TRUSSES 2x4 OR 2x6 RIM BOARn(5) 24.ON CENTER MAXIMUM(SEE ROOF `111 <XX PROVIDE 501-I0 5LOG4QN6 NAILINS PATTERN DETAIL FOR SFEATIN6) r BTMFL AT 5 SHINGLE NAILING DET'AI I� . SIMPSON"5PH4'AT ----- -- STUD TO PLATE u u SIMPSON'LSTA36'STUD TO STUD ALLMN D METAL.OR AWMINUMI M DRIP EChSE OVER HURRICANE STRAP AT CN FASGIA TRUSS SEE ROOF PLAN BLOCK WALL 2)SIMP90N'HETA20"STRAPS BLOCK WALL GONNBGTWS MOOR TR)55 TO R-30 INSULATION t\ GONG.i9L K WALL-NAIL TO mum FACE OF SABLE 80 FLOM GABLE TRUSS 4' • C�) NNEND C L TAU L D 'ON C AREA FASTEN WITH Sd NAILS �•�( �`I FASCIA TO BE ALUM. 4 . AT 4.ON CENTER FIELD AREA AT 1.ON �j•• OVER 2 X 4 CENTER "I I L \X/ SUBFASGI I*.SYPSUM 50 CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH O SIMPSON SR#AT EACHUD ST --CONTINUOUS ALiA•fINUM VENTED SOFFIT N STUDS UNALIGNED —CONTNNLAOUS 2 X 4 SOLID WALL BL.00XJNG BETWEEN FLOORS AS WELL AS STUDS UNALIGNED 2 N 1� STY, G O fi�N iz �--�O L 1�-1�O 1�1N T I L CM 876E OR FLAT AT SHEATHINGS JOINT. NAILS ARE PERMITTED TO PENETRATE 2'X W/ FLOOR TRU55 OR NO RAIL BD. PRE5E5NT 4"BLOCK1Ns SET ON FLEE R-11 MINIMUM INSULATION REFER TO EfN£R6Y CALGGLILATIONS FOR REWIRED INSULATION. 4 DIAPHIRAM BLST )T 24.O.G. TONS COATING ON LATH OVER(2) GCNTINUOU5 ACROSS I5T(?)TRUSS BAYS LAYERS 151e FELT OVER 15/32'COX LFLYWOOD CONNECT TO FACT BOTTOM CHORD IN QQ SHEATHINS, 15 SE"E T OVE FOR REQUIRE NAILINS -CONNECT TO FLOOR (4)ION W11 ;M 4 STUDS O t6.ON Comm � GONTIN1O15 2x6 TOP RAIL r TRU56 W/(6)16d NAILS NUOU5 2 X 4 BOTTOM PLATE PROVIDE 8d NAILS AT 3'O.G.EXT. O C77 CONTINNUOUS 2 X 4 TOP AND BOTTOM RAIL SHEATHING WAILING PATTERN CONNECTED TO FLOOR TRUSS WITH(4)16d r (0 (2)ROWS AT 2X6 TOP RAIL NAILS. TREATED. AIL TO BE 2 X 4 W N ROW AT 2x4 BOTTOM RAIL 3/4'TONE AND GROOVE PLYWOOD J ~ a FLOOR,WILLED AND 6L.IED WITH 8d NAILS O M ^') 12'ON CENTER IN FIELD AND 6'ON C M!R w x CONTINUOUS 2x4 BOT.RAIL • • SIMPSON"IETA20'STRAP °SPHN4'AT TRU55 WV(4)16d NAll5 ° "® ~:f' SOLIn 2x4 L3LK6 BTVN OZ.PROVIDE \ O - Q L 00 N GONNtbGT TO FLOOR9 AT AT PANG �6E5 Q STUD TO F A (2X4 P.T.IF IN CONTACT W/ g e TOP/SOT.CHORDS WHERE PRE S�GINL�FL00R TRL/55£5®24'ON © Q N r STRAP DOM NOT ALISHTRi155 VERTICAL ' CANTER MAXIMUM.PROVIDE DRAFT w W CD r I STOPPINS TO KARATE CEILING AREAS NO Z :•■ ~ • ' 15/32' PLYWOOD EREAT6R THAN 5OO5F.PER 2004 FLORIDA - � -j � d CC) s I £UUILDINS GORE 2305.2 .- CO O 00 N SHEATHING OVER ti r i WOOD TRUSSES m W f-= O C3 /� ; CEMENTITI❑US Q U N U •oR91,•FJJeP.BOLT GABLE END FLOOR � LATHCOATING ❑N METAL , w 0 - '` STUDS ALIGNED STUDS UNALIGNED ALTERNATE FLOOR TRUSS DETAIL L I ' °C �' ~ w 4-D � BETWEEN FLOORS BETWEEN FLOORS ' BOND BREAK °} • DIARNRASMt AREA FA5TT8,1 WITM sd NAILS � o TRUSS END RAILS r 4'ON GBNT)32 FIELD AREA AT 1.ON In"SYPSUIM BOARD CY W 2-STY. INTERIOR BEARING MALL STRAPPING IN Bn*K10F SASPORTOF BTWN.RAILS A5 PART O" (2) LAYERS 15# � ¢} SIMPSON HHfTA20 AT EACH FLOOR TRUFf�. STRAPS AND BOLTS NOT REQUIRED AT INTERIOR FLOOR TRUSEa END COST. i FELT � °r PILL LL HOLES WITH PARALLEL 70 1WAl WALL-STRAP AT EACH W _ J BEARING WALLS NOTED ON PLANS AS SUPPORTING I 2 �: TRUSS Vf3tTIGAL(24'ON CENTER MAXIMUM) {- 6RAVITY LOADS ONLY ONO U IPLIFT LOADS) l� 8d NAILS AT 3.O.G.AT ROOF TRUSSES OR 2x SEE ROOF PLAN FOR I L 4 t SCRECONT 1dJ5 GALVANIZED METAL 1^�P SH 66EIR N>�- RAFTECONNECT AT 2)1 OG. . RED MEMBRANE I FLASHING BRIDGE U As xR8 X I6 CONCRETE KNJOfKdJT BLocK 5TA6GB2 WAILS BTWN. CONNECT W/(a)tbd MIN. STRAP AT EA.MBEEi2 ' .s ALL RBWIfZED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE PANEL GOB TOE-NAILEV I Q TOP COURSE FELL 87 WITH CONCRETE AND 0) 6G UIVALENT 61RASPABILITY• TO TOP PL A TYPE I, HANDRAl19 WITH A GIRGUJAR GR056 SECTION SHALL HAVE AN OUTSIDE CONTINUOUS REFER TO HEADER BAR DIAMETER OF AT LEAST 1 1/4'AND NOT SREATE R THAN 2". IF THE HANDRAIL IS FOR�� 4 ONE t5 BAR f7 TIED TO t5 BAR VOWEL NOT GIRGUAIR IT SFW1 HAVE A PERMETER D1MS�SION OF AT LEAST 4•AND NOT --= ------ -__s-_- -- I t AID TOP COURSE REBAR AT EACH PROJECT t IL ::t' REINFORG�CONCRETE P11 I CELL AS 6REATER THAN 6 Ve WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 1/4'. NOTE,ALL NAILHEADS • •-- a` LOCATED NFF32 FOIANDATION PLANS EDSE5 SHALL HAVE A MINIMUM RADIUS OF 0.01'. FACE OF THE SHEATHINS l I'I I°I I I SIMPSON sPl+4•AT t6•O.G. FLASHING / CONTROL R-4 MINIMN•L INSULATION REF82 TO Ei R6Y TYPE II. HAICR MLS WITH A PERIMETER SRFATER THAN 6 1/4'SHALL HAVE A BY MORE THAN THE l I I I I GALCIIATION5 FOR REWIRED INSLLLATLON 6Rps5PABLE FINGB2 RECESS AREA ON BOTH 51DtS of THE PROFILE. THE FINGER NNAIL.HEAD THHIC�E9S 'I I°I 5IMPSON'SPH4•AT A � SPAN J❑INT z NO. 17-015-027 REGE56 SHALL BE91N WITHIN A DISTANCE OF 3/4•MEASURED VERTICALLY FROM uLL I I I I EACH STUD TO TOP 1+2"6YP5I�t BOARD ON 1 X 2 MINtMRt THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A VEFnM OF AT LEAST 5/16" O -� - --11--- J_I----� PLATE I `.R TREATS]FtJRRIN6 s 16'ON WITHIN 1/8'BELOW THE WIDEST PORTION OF THE PROFILE. THI5 REQUIRED DEPTH - 5NMP50N'15TA24"STRAP SHALL CONTINUE FOR AT LEAST 3/8•TO A LEVEL THAT 15 NOT LESS THAN 1 3/4' -- ---- ( AT HEADER SrHN?TO BEAM w CENTER 7-27-21 BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE PT----TI--- -- "` T1r1AnN6 ovaR s x e x 1v DATE DRAWN HANDRAIL ABOVE'THE RECESS SHALL BE 1 1/4"TO A MAXIMUM OF 2 3/4'. EDGES SHALL HAVE A MINIM)RADIUS OF 0,0!•. Od NAILS AT 6.O.G.AT I I I I ( HL ,rt 0ONCfWTE BLOCK FIELD STUDS OPENING LIMITATIONS, I•I I•I / WOOD BASE I•I 'a 2a4 '" I : /-4- RAILINISMINIMUM CONCRETE SEAS(2500 P5U SEAMUST 2215 B1 I9ALIU5TT3L5 SMALL NOT HEAVE OFHNIN65 FRAM SHE wAL HKINs SURFACE To THE BLOCKING ON BOSE OR I ' e HEISHHT WiNIGH ALLOW PA55A6E OF A SPHERE 4'IN DIAMETER. t I I I I FLAT-AL104 WITH I CEMENTITI❑US J N . WITH FI 1 OR 6 X 6 10/10 WWM OVER THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR FORMED BY A RISC, SHEATHING O OGATE AT g: I TREAD AND BOTTOM RAIL SHALL NOT ALLOW PA55A6E OF A SPHERE 6'IN I I I I MID-WALL Hr.W/NO I OFLSVINs = 4 VAPOR t3ALZft1 WITH CLEAN GOMPAGTB7 I•I I•I COATING ❑N BLOCK11 I WITH(4)OR MORE TiZ1U55E5 a• TERMITE TREATED FILL 1 St DIAN . I•I I•I SHEATHING) I �. ndFF FLOOR L V. 1885 SQFT � l I I I I I •.a . � I•I I•I I � W� .•, •:a • :�. . TOTAL STAIR RUN +I I I I FINAL GRADE •: GARAGE 437 SQFT SHEATHING HDSES MINIMUM TREAD(NOT I I•I I•I I :•� '..* ., r NNGLIIDIN6 NOSING)•10'VNI AT IMIPSON R5TA24'STRAP 5TASER NAILS BTWN. I I I I 2x STUDS AT I AT HEADER STUD TO RIM S I•NOSING 4'T:S PLYWOOD 51EFLOOR PANEL ED6E5 I•I I•I 16°O G. ( OP./Bi OCKIN6 FOR I .. •• ONE t5 BAR t70WE1 TIED TO FOOTING I I I I I�>5'-0• a =• REAR AT EACH REINFORCED FILLED CELLLANAI 167 SQFT � I•I ` 1N0 STRAP REQUIRED AT I ('-8" '�`LOCATED PER.FOIRNDATION PLAN. IXIO STRI FLOOR TRUSTS �•� " SF STUD TO PLATE INIFOu5 ' 2"4 OR 2x6 RIM i3d.BTWENL FLASHING DETAIL AT FLOOR FRAMING MONOL 1TH1G SEAS EDSE FOOTfN6 PER � T s-CONfEGT MINI" � FOUNDATIONN PLAN ENTRY 27 SQFT HHORIZ.AT 2x BILL. ` I( ' I TR SE, ( TO THRU55 Wfr(4)I6d NAILS ❑N MASONRY S❑N R Y V NOSING Od NAILS AT 3'O.G. I I I•I o OF FLOOR NAIL(2)2X4 TO BOTTOM OF PLATE -- TY 'I GLXT. 2-STORY 1� LL S G T I O N FLOOR TW155 2•oR LL�S 1N TOTAL 2846 SQFT 2XI2 TREAD / - + - -� -- _Ll----11-----1 -- FLOOR TRUS51FaS AT $4"PLYWOOD RI / ------------------- -- 2W04. ax+MED.AT --T --rr-- �---rr —T -- CUBIC VOLUME OF RIM BD.AT ALL 2x4 P.T.RIM W.BTWtN. I•I I'( I I 2x4 BLOCKING STWN. I FIR TRUSSES-CONNECT 5GN E 1/2'=1'-0' / 2TF STAIR L 0d -CONNECT TO FLOOR SHEATHING I I I•I I'I ( �— RIM BD.AT ALL TO TRU55 W/(4)"NAILS- / TRUSS Wv(2OR NAILS AT 6"OZ.MAX I MIGHAEL G. ANDERSON CONDITIONED SPACE _ OR EQIIIVALBNT' --l --l-U-- -----L L- 1. -_ SHEATHING ED6Fs icha Digita I I yM /' CONNECT GARRIASE TO 17720 CUBIC FEET IZ / LCOt44t 6 STA99d R E-NA EACH 8d NAILS AT 3"O.G.HORIZ. I COMMONS STAs6i3RED FAGM PROVIDE L ALTERNATE E CONT.of 8d AT TOP AND BOTTOM RIM u signed by F , SIDE TOP RAIL I.L.O. NS � BD.OR TRUSS GHk7� M i c h a e ==T ����` �-2x4�.�LlN6 e I SHEET / TREAD WITH(4)-8d NAILS C40*0--T PLYWOOD RISER O y SEL.OW HEADER 5TU75 OF 2X12 CARRIAGE AT SITES AND °�NSS>5 ' A n d e r s o n / CENTER OF STAIRS WITH 2X6 SPACER CONNECT SP�HR TOTO EACH BLOCK �EfACM FLOOR T�RIS6� r ARCHITECT OF RECORD Date: / STUD WITH(2)IOd COdMON5 EXT. 1� Y A L L SHEATHING 24•O.G.AT GABLE ft� MI GHAEL G. ANDER50N, A n d e r 2 0 2� .0 g.2 2 T� FL. LIG. AR001-1305 2X4PT.KICK PLATE DETAIL AT 2-STY. 2-STY. EXT. FRAME 1020 5H PROVINGETOHN LANE, PORT 5T. LUGIE, FL 34ci53 A 60Z ,,I m2)41a-2118 son 08:20:57 1 NOTED FORXtv NAILING PATo A A5 Y�t A L L G O N N E G TO R DETAIL PLANS DE51 GNED TO MEET THE REQU I REMENT5 OF -0410 01 NOTED FOR SHEATHINS TO ACT A5 UPLIFT LOAD CONNECTOR BETWEEN TYP. STAIfi' SEGTION WALL STUDS AND FL.OMTRU55ES THE 2020 FLORIDA BUILDING GORE-RESIDENTIAL (`1TH FL. LUG. AROOI-7305 F, PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-26-21 FILLER ti ti O o 0 0 W I W3 42 M I GRO W24 OPEN TO W2 I W3b 4 24 4 co = 4 0 o O O 42 FAMILY ROOM _ 42 0 42 0 0 42 0 � � � � o - -� SINK Q) O O O O O O o 0 0 0 0 0 0 o a � o B30 B24 5B 3b Bc( B3 B24 ® W RNO REF PANTRY DW FILLERJ FILLER W QzI U K I T . AT REF ./RNG . KIT . AT SINK K I T . AT GAE3 . NA LL w MALL MTD. LT. HALL MTD. L O M I RRO MIRROR MIRROR M.G � _ \ r N _ \ O O) r L V LAV L V L V ,W- M � • K- _ `� J � � o 0 0 o X o o O o u' J (n � o - 0 0o W W O> 0T z 14" n < O m < cj 2�1 " mo � mw c�o � 5/4" MICA TOP I— m z u- N ON SKIM SGRWED TO SGUi� V�(�® -� W.G. VBTD42 Z 0 Q � v FILLE o n w X 4 TOP PLATE T ( Tr 2ND FLOOR BATH FNDR . C O CIO CL WOOD W TRIM NOTE: NO REVEAL BETWEEN BAGK5PLA5H AND TOP w 2x4 STUDS PROJECT AT 161, O.G. NO. 17-015-027 n 1/2" DRYWALL DATE DRAWN 7-27-21 T m NOTES : SEAMIST 2215 B1 KITCHEN I. BATHROOM TOWEL BAR5T4" A.F.F. st FLOOR LIV. 1330 SQFT BASE GBINET 2nd FLOOR LIV. 885 SQFT 2. BOTTOM OF MED I G I NE CABINETS AT GARAGE 437 SQFT 5O A.F.F. 5. TOP OF BATHROOM 5HOWER TILE LANAI 167 SQFT AT T-O A.F.F. ENTRY 27 SQFT 4. SHOWER HEADS AT b'—b" A.F.F. TOTAL 2846 SQFT BARTO P DETAIL CUBIC VOLUME OF MIGHAEL G. ANDER50N CONDITIONED SPACE _ Digitally 17720 CUBIC FEET M i c h a esi sig ned Y I Michael SHEET g Anderson .� MIGHAEL G. ANDERSON, ARCHITECT OF RECORD Date: MIL ldmmk FL. LIG. AROOI7305 Anders 2021 .08.22 1020 5W PROVINGETOWN LANE, PORT 5T. LUGIE, FL 34g53 7 %J (772)418_2115 on 08:21 :15 PLANS DESIGNED TO MEET THE REQUIREMENT5 OF -04'00' THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH FL. LIG. AR0017305 FAN CLbM cmImme UNfr LOW MXpA" PLAN REVIEW REVISIONS SUPPLY . V ammICAL Pow COMM-SWR ACCEN PANT, � SUPPLY DUCT • � �5� �.� �� MASTER PLAN REVISION cc ' FAIT CEl LI NG 5-26-21 ■ s MP INTERI+IATic]F L ffE RMUCARE N= �DGINNS -- y = A . H . U . wm S 1 12 X .514 �' � MP-) .+ WALL � COV'lAEN5i3R CLL ,I xmqw-mw SiJCn0F! tlw w R� LAat1iO UK fi FLOAT SWITCH PRIMARY Cn aRA �AIR COOLED CONOENSING UNIT SLAB O����� RE I'UR q GRILLEW DRYWALL STAND 14X14 _ 14X14 AIR HANDLER DETAIL R/A 12" R/A Qi O F- - - - - - - -1 10X10 I I 10X10 v C 138 CFM 135 CFM 41 I 7" 149 Xio CFM I I 14X14 [� R F. I I R/A 10X10 I [� -- j 1 7 I 180 CFM I O II d 0 Dw dj Q SINK W/ I I I I 7" DISP. a II 12" 110" 8X8 II I I I 135 CFM LO II 7» I rn I � N O 0-) 6X6 1 14 CFM 4,33 CFM I I J H 0-)„ AC-1 w -� 5 "t X 1 I 7 EQUIPMENT SCHEDULE: o U) m < ap 9 _ _ _ _ MFG. CARRIER 3 1/2 TON N 5 - - / C.U. CH14NA0420OG Z L J ER o 126X6 CFM - O __ DRYER VENT 6X6 4 _ _ _ _ EAT 054K�F043T00 ? co _j 6X6 - - ---- - - 16 CFM COOLING CAP. 41,000 pp Q LL U W (0 C9 U of N U U*XH 30 FM \ HEAT CAP. 38,500 H N 8X8 16" 10» ELECT. 208-230-1 Q O Q � I I 4» D. 8 CFM I 14" BRKR. CU - 40 AHU - 45 W W j ti I I 4" DOWN 6" REF. LINES 3/4 & 3/8 � � U) W I I ® 1 S.E.E.R. 14.00 � II Fw-'j/ EXH HSPF 8.0 4FAN X1 cY W R 8X8 12X12 14" FROM �WH 0 0 \ O \ \ 90 CFM � 260 CFM 2ND FLOOR O 6X6 EXH 9 CFM 10" FAN REF. LINES UN — — — 14X14 22x54 ATTIC\��� FLOOIR PROJECT R/A 91, ACCESS TRUSSES 10X10 �� AIR \9 R/A NO. 17-015-027 COND. DATE DRAWN 7-27-21 I SEAMIST 2215 B1 6 1st FLOOR LIV. 1330 SQFT 9'\ /9" 2nd FLOOR LIV. 885 SQFT 8X8 I 8X8 116 CFM 109 CFM GARAGE 437 SQFT LANAI 167 SQFT 10X10 10X10 R/A R/A ENTRY 27 SQFT TOTAL 2846 SQFT H VAC PLAN MICHAEL C. ANDERSON CUBIC VOLUME OF CONDITIONED SPACE _ SCALE 1/4" = 1'-0" Micha Digitally 17720 CUBIC FEET signed by el Michael SHEET Anderson Ander Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 2021 .08.22 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 0$:21 :29 8mO (772)418-2118 S O n PLANS DESIGNED TO MEET THE REQUIREMENTS OF -04'00' THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. o Typical Cornerset Specifications (UNLESS NOTED OTHERWISE) o vy a LM, - U �.N * NOTE: ALL CEILING DROPS BELOW BEAM ARE a > o =N BY BUILDER. (UNLESS NOTED OTHERWISE) � ~i 0 C ° Attach End Jacks " a 2 E E - -2 w Attach KingJack w/(3) 16d Attach Corner Jack w/(2) d' °' L = _ '- 16'8" w/ 4 16d ToeNails TC * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW ; ° o s v 21 4 & (3) 16d ToeNails @ BC ToeNails @TC & BC 16d ToeNails @ TC & BC 1 TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING y 2 N y 1 6Y4 DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL N ; ¢ T ' r m as ui o o .c STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 m U &o 5 0 a, INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR o 'E A y o 2 p ° c .nNo f - Lot GRAVITYAND UPLIFT LOADS. 0- mc �1 _4 w o 7a U2 _ FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ¢ o a Q w 0 .5 L02 � a 0 a ° AND/OR ENGINEER OF RECORD. a �- o _ _ ° 0 " a E E CLG 8- ME N c c N L 'co N M p•• rn � ' _ H �6 � c •o � L02 C� REPRESENTS THE LEFT SIDE v, .� o - mc .- � zcN � O '� ° b N C� , ao0 :EV)= OF EACH TRUSS DRAWING Q E 0 Typ. Corner Jack Placement 1' 10-15/16" 2'0" 2'0" 1'1-1/16" 'd' a) a U 5 � `�' L02 ( NOTE: REFER TO SIMPSON CONNECTOR o 3 �° 3 a)s`� � U j f- � v 0 CATALOG FOR INSTALLATION DETAILS ) �- ° w _ o _ N -amo .EaSm �aO L02 q LUS24 H HHUS46 (� - - - m T a L 3 T U � y L B LUS26 J THA422 R - - - o o -Q ° 02 214 o � � i' a ;,•sN A02GE '� �_4,'� (; HUS26 K MUS26 S _ _ - ~ m A01 GE FL03GE S m 8 THJA26 22 E L n o a �HHUS26-2 M - U Q � rn°w o w ai CU A02 -N � N - - - V - - - O o J LUS46 P two 4 U_ LL G Em A02 � 1218" 3 a) 6 t C '3:00 12'8" - HBB HANGER BY BUILDER BBB BEAM BY BUILDER a) �- : o , w ° — c = .7o°- 0 CV Im A02 ° ° _ Z LSTA12 @ TC & BC * NOTE: LSTA STRAP �' Zt INDICATED TO BE USED IN 0° a) o o G N _� LSTA12 @TC �, E ° 0a) U � �, A CONCORDANCE WITH t l M w o 2 Q W A02 N o ° m = a) ow � m Zb LSTA12 @ BC CORNERSET DETAIL. o =a M m o � N 0 LOADING ROOF FLOOR WIND LOAD 1 � 8 o' � Y = � `� T � '°' a a) ° c Q' in c - � LIVE LOAD 20 40 ASCE 7-16 '�,o R _ 2 a CO) 0cm OM UO3 0 .L ` 8'4"14 ~v DEAD LOAD 10 10 165 C =?' a Q._ ? ` w rn A02 N N _>_ p LIVE LOAD 10* 0 Residential - CAT li �° c 3 2 � 9 Q CONVENTIONAL 12 2 s ^ Q FRAMED BY BUILDER ~� o o rn ° a� N m v DEAD LOAD 10 5 Closed o � 0 ° .= E - 'a) A02 U a> a' a) c ) 3 w o z o) TOTAL LOAD 40 55 FBC 2020 RES N g 3 a o u) o N CLG @ 17'-4" � `o � � Z Cc z DURATION FACTOR 1.25 1.00 TPI 2014 n _ A02 FN U NEmoo (n �•L�. asLu, cF oom a. REV DATE BY REMARKS a) N .� _ a)10'10"4 0 3 � wIn * 1 1/13/2021 ms 0 —C:— 3 au) 6 = A02 0 1'10"8 -f ° o cc 0 2 1/13/2021 MS oo �, 0 .>- � w3c N FL01 HIGH HEEL TRUSSES STUBBED BACK FOR o � � � � in �sa) OZ rn Na o A02 3 1/13/2021 MS °' -020 -S820 - CV - --/--/--- o v + FL01 - - - � N � � � � � a) �e O .1 A02 _ - , -- c � � a) � Q L /--/- C, o CO3 FL02 _ _ _ a) B01 .r U L S a3 C � N � N r a) � O C N N _ rn o � 000 � 7- _-/--/_--_ - �- °� ° Y c i o N CO3 - FL03 - m ; a .3 � �- c ai a) m B01 It is understood that above ❑ APPROVED o o .. w � L a) aj- _ N Ln N LO conditions have been reviewed & o °, o 2 -Z B01 CO3 FL03 are acceptable for the fabrication❑ APPROVED AS NOTED d �,3 o Cc at trusses, elevations,pitches, °' _ ° = s Zv FLUSH BEAM BY A"u 1'10" overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT N w•N a o L N BUILDER FL03 elevations/pitches, bearing 2 � N C o C CO3 1,2„ conditions & all detail pertaining ❑ REJECTED � � L 0 B01 o ° N FL04 to this truss placement plan. No back charges will be accepted o L w a- & DATE `° " ~ ~ p pp iv � °' � sa� _ 2 00 B01 CO3 201811 N fromoan A-1 'Roof Trusses royal o zo c a g) .__ zs c ,N FL04 ° � �- = S; 00 N N representative. REVIEWED BY 2 f iv o a t CD CO3 N oYoN B01 � � � o � 00000 PLAN DATE ARCH: --/--/---- STRUCT: --/--/---- r_�, N FL04 � a> � aui 3r a' � c0 cV LGR1 _ v cv N L r �'� > y- ` n CO3 N ° � a� iv � M - CUSTOMER RENAR HOMES 2 f c o a) � a_> B01 ATTI AC ESS- ---.; o c ,L�+ a) c a) c a) FL04 wt ) a) r- � = U N --I _ Di itall a � 0 �� � CO3 N J ! JOB NAME SEAMIST 2215/ B1 M °a Q o•-`-o � I ` ` U ° U O U m 601 N FL04 SI ned b .� N �� o _ z Ncha g y � � � N � � = tQ L N c 2 > L N L 1'3" OPTIONS) ° _ L w - a) CO3 N � o � T2 , a) .=- fa_ B02GE D01 FL05 M i c h a e l mci � '- � caW oca CO3 0 r 1 2, r .8 :6 ._ � El D01 iv N COMMUNITY MORNINGSIDE LOT: 27 o w °, ° o �' FL05 Anderson / LOT# o � � oNN C3oM CLG 8' CO2 ` " D02GE - ` a) ° ` N N Date. CITY 0 ,0 o F w 3 LGR2 AND LGR3 FL05 COUNTY ST LUCIE , 2 � � M _L U o BRG @ 8' C01 G a) mm ,au .0ma) fa Ande 2021 0822 2caCh � =moo .- as me o a 3 N BLDG. BLDG. a a � r- '3 � C Q o GARAGE RIGHT - o - a) FL05 TYPE # 8E -8 a 11111171 BRG @ 1T-6° _.,_�._...�_.._... _ . • c c �' _ LGR1-TOP @ 14'-10.5" J5 J5 1 44 m InD L c Imn sonc c) •- a) L a) 00 LGR3-TOP T014'0 5" N 1 1 87550 CRMSSMB1 L T U N a) JOB# MASTER N > FL05 -04 00 m � a L � VO _ o � a -a J3 ~ J3 � o asm o ~ �' --------------- 17 ----------, ALL LEDGER AND CONNECTIONS t a a� c� TO LEDGERS ARE BY BUILDER V0 N FL06G 08/03/21 Q o > m o c zr zT zT zT zT zr zT DATE DRAWN SCALE U) - ° _` J1 u J1 -I r -i r r -I r _1 r r � C04G co „ o c 1 Aq 3 a�i cw N ° o . ;VAULTED CLG 1 L J L L J L J L NTS z 78 �� „ Qoo N 7t 8 6 FL07GE 7 8 FL07GE " '�`'� "` `a' a_ y r' $�• o oU oo ac oo 00 a0 ao ----- �, M ` J J J _t _I J J - I {1. '• z a) U Q U@ o a 9' --� —� �/ U_ U_ LL U_ U_ U_ U_ Digitally sighed 6y Ryan M Bays "„ F lJ.l a) 8 rj�0"$ rJ 1011Q DN. d � ..,... �� C U C COS 1011 CJ) i W aU) C0 -0 ' ;:.;,GN--Ryan n M Bays,O=Mole H use to a) E n/� CN=`R n M Bays,O=Whole House y� Tq yam, w. a) .c � 38, 21 R`,an M Ba +EngineeringLLC L=Fort Pierce, r s� �tlw �+w �' M TRUSSES J N C7 J J S=Fl.nda,C-USA yry s � }' a L y ` �i• -:' Reason I arts approving this +> + C — document ` '. R 1',,,� ,�*� a FLORIDA CORPORATION a°'i o a°) w E o Date Zoe,tF7Ct14:58:55-04.00 •••°��" Ph 772-409-1010/ Fax 772-409-1015 �' _ _ - »- htt //www.altruss.com c 0