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HomeMy WebLinkAboutBELLATO Lot 23 Sign Seal(1) PLAN REVIEW REVISIONS PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 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 EXTERIOR SWING DOOR FIBER-CLASSIC THERMA-TRU 3/16" TEMPERED 1/4"X 3-3/4"TAPCONS SPACED 3" FROM CORNERS, 14"O.C.MAX. SILL:1/4"DIA.X 2-1/4" FL21135.11 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3"FROM CORNERS,3"&6"FROM MULLION. STEEL TRACK BRACKET TO WOOD:5/16"X 1-5/8"LAG SCREW(FULLY THREADED)HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >,> WASHER HEAD ONE PER BRACKET-(5)BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.8 +39.2 -43.7 PSF LO 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. 0 v rr,,�-�) p) ALL ANCHORS ARE 3/16'°DIA.TAPCONS(1-1I4"MIN.EMBEDMENT) W ~~ C''J WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3'"FROM CORNERS,HEAD: 4 ANCHORS, JAMBS:s ANCHORS FL17499.2 +/- 60.0 PSF (MIN) q � w q ALL ANCHORS ARE 3l16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 3 ANCHORS, JAMBS:6 ANCHORs FL17499.2 +/- 60.0 PSF MIN ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) �. ANCHORS 3"FROM CORNERS,HEAD: 3 ANCHORS, JAMBS:6 ANCHORS 0 WINDOW SH i85 MI WINDOWS AND DOORS 1/8 ANNEALED FL17499.2 +/- 60.0 PSF (MIN) Q 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) Q AND JAMBS,PROVIDE(2)3/16"DIA.TAPCONS AT EACH WALL TIE WITH 1"MIN. EMBEDMENT rr \ CO ALL ANCHORS ARE 3/16"DIA. �� ANCHORS 3"FROM CORNERS HEAD:TAPCONS3 ANCHORS, JAMBS:4 ANCHORS CYj Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8 ANNEALEDFL17499.2 +/- 60.0 PSF (MIN) Cif o) ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN. EMBEDMENT) l� Q 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) N 30# ASPHALT 30#FELT,APPLIED SINGLE FASHION,PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED TAMCO BUILDING 2",FASTENED WITH 1"ROUND PLASTIC CAP,METAL CAP NAILS OR NAILS AND TIN TABS FL12328.7 UNDERLAYMENT SATURATED 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.C.,AND 1 ROW AT THE OVERLAPS FASTENED 6"O.C. GALV. ROOFING NAILS, 11 OR 12 GA.,WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO TAMKO BUILDING PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"ABOVE BUTT ASPHALT SHINGLES CAMBRIDGE AR PRODUCTS, INC. " » EDGE,APPROX.1"&13"FROM EACH END&1/2"ABOVE EACH CUTOUT. FL18355.1 LO LO r CV PROVIDE T-NAILS AT 12"O.C.IN F-CHANNEL SLOT ON MASONRY,PROVIDE TRIM NAILS o M AMERICAN CONSTRUCTION ATTACHED THROUGH FASCIA AT 16"O.C. +/- 70.0 PSF {MIN) U r0 EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS " >> FL12019 w C\i W J � � X � 0 ` o < L, 00 20 GAUGE GALV. EASTERN METAL SUPPLY ALL ANCHORS ARE 1/4"DIA.TAPCONS(1-1/4"MIN. EMBEDMENT) x o N HURRICANE SHUTTERS « >> FL 22270.1 PER MANUF. W w > - C) r STEEL STORM SPACING OF ANCHORS PER MANUFACTURERS SPAN CHART z 0 J O Cp PANELS SPAN CHARTS LL -J m O 00 r m CJ ww (00 ZOU Q U TABLE R301. (1) T_ C w CLIMATIC AND GEOGRAPHICPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN I have reviewed the above product approval (A Z SNOW Speed° Topographic DESIGN r Weatheringa Frostlineb Termites DESIGN UNDERLAYMENT HAZARDS' FREEZING ANNUAL information and approved it. T & CODE DATA& COMPONENTS AND CLADDING WIND PRESSURES PER N O LOAD (mph) effectsk(NA CATEGORY depth TEMPS REQUIREDh INDEX' TEMP 2020 FLORIDA BUILDING CODE ; a- N/A See Fig.R301.2(4) N/A Negligible N/A Very 42 N/A See N/A N/A Name: w Heavy Survey USING INTERIOR ZONE COEFFICIENTS W Forst: 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 R3012(3)]. The grade of masonry units shall be determined /-► CBS (S`Q. FT.) PRESSURE from ASTM 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 \ / b. Reserved. 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[Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance BUILDING DESIGN: ENCLOSED X ®PEN PARTIALLY ENCLOSED with Section R301.2.1.4. Date: 20 TO 49.9 �w e. The outdooe design dry-bulb temperature shall be selected from the columns of 971/2-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 SPE ED:140 PH 16O PH X 170 MPH f. Reserved. 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 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 �+ �+ 100 TO 499.9 NO. 1 7-01 5-023 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 23.5 PSF / -25.8 PSF h. Reserved. DRAWING INDEX 500 AND ABOVE 20.6 PSF / -22.9 PSF j. Reserved. BUILDING CATEGORY: II DATE DRAWN 5-26-21 k. Reserved. USING END ZONE COEFFICIENTS NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES CVR INDEX / PROJECT INFORMATION EXPOSURE: B SEAMIST 2215 B1 AREA OF OPENINGS DESIGN st FLOOR L1V. 1330 SQFT WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (SO. FT.) PRESSURE THE FLAME SPREAD INDEX OF NOT MORE THAN 25'AND THE A-1.0 FOUNDATION PLAN 2nd FLOOR LIV. 885 SQFT 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 20 TO 49.9 26.4 PSF / -34.5 PSF GARAGE 437 SQFT .'s. MEAN BUILDING HEIGHT: 15' 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 ENTRY 27 SQFT 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 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. A-6.1 WALL SECTIONS / NOTES SHUTTERS: YES X NO CUBIC VOLUME OF IMPACT RESISTANT ASSEMBLY: YES NO_X MIGHAEL G. ANDER50N CONDITIONED SPACE _ A-6.2 WALL SECTIONS / NOTES Michae 17720 CUBIC FEET A-7.0 INTERIOR ELEVATIONS Digitally signe Michaelby A-8.0 HVAC PLAN Ande son SHEET Date: MICHAEL G. ANDER50N, ARCHITECT OF RECORD Anders2021 .08.03 FL. LIG. AR0011305 1020 5H PROVINCETOHN LANE, PORT 5T. LUCIE, FL 34CI53 12:00:36 -04'0 CVR (TIZ4I8-2118 n PLANS DE51ONED TO MEET THE REGUIREMENT5 OF THE 2020 FLORIDA BUILDING CODE-RE5IDENTIAL OTH EDITION) FL. LIG. AROOI-1305 bxb - IOxIO WWF w OR FIBER MESH GONG. GON bxb - IOxlO WWF SLA7 SLAB OR FIBER MESH > PLAN REVIEW REVISIONS 3-#5 ry GRADE BARS 2-#5 GRADE _ 2-#5 a" 20 BARS a„ 16„ j BARS ,Y AA DETAIL rA DETAIL K B DETAIL I I I MASTER PLAN REVISION w 5-26-21 v 7 5/8„ bxb - IOxIO WWF bxOR FIBER MES SLA > - GONG. OR FIBER ME GONG. 8" CON -�, `) LAG I'_O" SLOPE 1,_0" 1,-0„ SLAB SLAB -- -- = _ VARIES - - ■ ■ ■ ■ d Z_ _ = - -- BARS 3-#5N GRADE 3-#5 ORADE F — — — — — — — — — — ° 2-#5 � BARS � 1�(EMRADE a„ 2O„ � BARS 2011 0„ - J G L BARS i i - 1 I I 2t-0,�,' 9,11 1'-i{Tt, O W 6) G i I 1 DETAIL DETAIL DTI - DETAIL � C') Q O O I 4'-0" I 21'-4" r, 6'-5" 3'-10" II'-O" 3'-10" 3'-10" 3'-5" 5'-2" 3'-I0" 5 !/211 (FRAME) OLD 7 5/8 (BLOC u� r�r,,�•� ^�I 13'-21/4" L� GONG. I-#5 1-#5 GONG. - v1 0 LJ 1,4 SLAB-7BAR SLAG' BAR SLA m > w # ■ ■ ■ ■ ■ ■ ■I lil I I ■ ■ ■ ■ ■ -� _ COI rd GONG. � dq .fl !Z _1k in (Z ) SLA > 411 - - - - - - - - — 8 a Q-) I- - - — — - - - �- - - - - - - - I- „ II to _ —2-#5 A = J GE55 SLAB A I _ x a' I'-4" BARS F R S.G.D. 1 I I AA I c0 a„ O I (4 X4 I I `9 DETAIL H DETAIL J DETAIL - S.G.D. O 6j HB I r B L. - I I ( I I I H! DETAIL W \n m IiI I 1 N � co u) 4" 2500 PSI GONG. I I m SLAB W/ FIBERMESH, I 12'-10 1/4" 2" .T.R. L ■ - AND/OR bXb-10/10 - - GON 8" a" V JI GONG. !Z E-1 a'-10 I/b" I AMM WITH MIN. I" I ( _ _ LAG' SLAB \CARIES I SLA COVER ON 6 MIL. _ m rK I �t B-7 - O I POLY VAPOR = I m I ----- ----- ---- ____ I BARRIER OVER m - 7 I I rAA 2_#5 - r000 TERMITE TREATED N ( 1 BA 4,11 „�4„ RECESS COMPACTED GLEAN N ( I 1 4 12 t, 4" a" r I SINK W/ j I I FILL. N I I LAV DISP. / I CI'-II 1/4" K DETAIL L DETAIL C--1 DETAIL II REFERENCE B G. ( rK K COLUMN 1 1 1 ■ I I I I FINISH GO U I 1 1 (4)2x4 3„ 3„ LO FLOOR F_ BRO. in W.G SHOWER � 2 f' O 0) 24"x24"xl2"DP. 2'- 3/4" I J 12'-6 1/4" L = RATGI^Et,4LL TUB `fl I GONG. PAD FTC. N W � N ►n ( WASTE STACK TO SEGO L B m _ i SECOND FLOOR J rn W/ 3-#5 BARS E t O I 17'-3 3/4" K K F LR. BAaTHR00 I AA - 2 V.T.R. II� L" -j U5 ; xx O I / l J � I (b)2X4 BRG. I O ----- _ GRADE 1 a'-10 1/44" ' I � OTC Qp W N ® I COLUMN I- ►) 2-#5 O I Z W > — o .- A I ( I BARS _ I iL2" V.T.R. U- _j CO 0 � co J CO O N I Z) Z -5 ,- N I I I ■ I - J LAV. DETAIL � I co` W I 7 5/8" LL 14'-7 5/8° 2 V.T.R.JiI � U C1=C Nn U O Q I I ` W30"x30"x12"DP� LAV. ('3 GONG. PAD FTC. O Q 1 I iv ►n 2" 11 I I 1 rr U) (n Z N W/ 3-#5 BARS u) - - ' I I M.VENT I I 211 1 3„ 1 I N O O (4)2X4 T —�- 1-1�AV. ■ PIPE SLEEVE SINK I 2,t I c BRG (D I A. LARGER LA W GOLU I - W.G. L _ THAN PIPING I 3" 'II, t, J 2 W _ LAV 1- G II �I N WH Q I M Q THRU FTC. I I2" V.T.R. T LT�L=J� cs �"y d SHW i Q 3t, MIN. I I 211- INDICATES G.M.U. GEL I ROUG -IN N � FT6PER I � FILLED W/ CONCRETE I I SHWR 5-0 3/4 DEPTH AND (1) #5 VERT. REB R = " I = I REGESS DETAIL 1 2„ r 1 O ( a'-I 3/4" 10'-5 5/ "�� N SLAB 3 1/2" 3 MIN. 3"MIN.. LAV „ �� 3 .a 311 311 GONT. FROM FOOTIN TO i - — 3 I „ W.G. FOR SHWR. —C ��F_O �� I PROJECT TIE BEAM (TYPICAL) _ — 3" ( I \�� OTING � 3 G H AC \\ I II-Oil REBAR W G I 2" GLEAN � I -o TRANSITION 1 HASH OUT NO. 17-015-023 t- iA1N PIPE THRU 21 5" 5t-2„ 1'-6„ al, 5 i 11 la'-a 3/4" ��I 5-26-21 CJ ✓ T I `fl PF FTC- . DETAIL L T DATE DRAWN L4A2/G PA.DGONG. I SEAMIST 2215 131 ■ ■ ■ ■ ■ ■ lu 5/s° o DD I ■ 3" MAIN st FLOOR LIV. 1330 SOFT 7 - � A -� 1 r — - I CURB 1 nd FLOOR LIV. 885 SQFT 1 m Q — d _I 5a - GARAGE 437 SQFT SGHEMATIG FLUM31N RISER CURB 24"X24"xlb" DP 6' I ( DISTANGE TO SEWER LANAI 167 SQFT GONG. FTC. W/ OR SEPTIC TANK 3-#5 E.W. ■ DD SLOPE DOWN I" I B DIMENSION FROM AT GAR. DOOR I INSIDE GORNER ENTRY 27 SQFT OF FORMBOARDS F ( o TOTAL 2846 SQFT �� 1 w 1z AG = 651- 1o " CIO-oil8'-0" —r - — — — — — — — — — — — BD = 55 '-2 CUBIC VOLUME OF ■ ■ ■ ■ ■ FOUNDATION PLAN MIGHAEL G. ANDER50N CONDITIONED SPACE DIMENSIONS ARE Digitally 17720 CUBIC FEET N A ROUNDED TO THE 5GALE: 1/4" = 1'-0" ichae by 2 b° I6'-o° 2' 6" CLOSEST INGH signed Michael 211-011 Anderson SHEET 38'-0" DD DD MIGHAEL G. ANDERSON, ARCHITECT OF RECORD n d e rs late:02 OsO3 AM FL. LIG. AROOI7305 . . I I 1020 SW PROVINGETOWN LANE, PORT ST. LUCIE, FL 34cI53 1 2:01 :04 imo M2)418-2118 on -04'00' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITION) FL. LIG. AROOI7305 0" 50. COLUMN -- ABV. PLANT LVL SHELF TO GLO. BEAM O LOST oD_ rL PLAN REVIEW REVISIONS O 'r (3o 36"H. 2x4 W W/ Z X zKNEE ALL N N RAP. _ DRYWALL GAP < NOTE: INSTALL Q pAA d Q = Q 5GREEN FOR LANAI d) A OPEN 1L - VERIFY 5GREEN r- O DOOR LOCATION COFFER = FLOOR a MASTER PLAN REVISION W TRUSSES mu m 5-26-21 _ - M.B ° ®° Ai�.Gl-� Oi�1�lC�. CAM I L O m cx NOTE: G.B. COLS. I-4 IT I. J TOP + 6-8 A.F.F. - E:1 I !L!L to ADJ. TO PWDR. BATH O TOP OF SECOND FLOOR WALL TOP PLATE TO BE ° ° - - - - - - - - - - - - ■ ■ IL +17-4" ABOVE TOP OF SLAB AND +Q'-4" ABOVE TOP ■ P.G. HDR. ABV.- ■ �' OF GONG. BLOCK WALL TO ALIGN ROOF PLANE OF SOT. + 6-a" A.F.F. - 1 „ KITGHEN/DINING SIDE WALL WITH SECOND FLOOR go 'tzl- LANAI FAMILY RM. BLDO. SEGTI ON �, II -7 I/4 � O 44 � � 6-0" GLG. I (14)T ® 10" EA. DOOR SGHEDULE GONG. SLAB co O I I EE 5ECTION/DETAIL SHEET A6.1 ~ ° I 21'-4" STAIR SEGT I FOR ADD'L. INFORMATION O SIZE FRAME AREA U FAGTOR SHOD 0 REMARKS I I 411 „ 4,_4„ 8,-^I, G I G 8'-10° 4'_21, 12'-7 i/2" „ I 3068 W/ 3.1 S.F. .la .05 I EXTMUNTIN5 IN DOORSDLT. W W q O I O (3)2x4 STUD 6-3 1/2 12 51DELIOHT q �� COLUMN AT (3)2x4 STUD �� � \ +6-8 I COLUMN AT +6'-8" O CORNER 2 6068 S.G.D. 72X80 ,ba .21 I EXT. DOOR ~ ■ HDR. HT. HDR. HT. HDR. HT. HDR. HT. O CORNER 40.0 S.F. 9 �- 3 2868 50LID GORE I GARAGE DOOR �y' 44 O (4)2x4 O EORES5 � - COLUMN GLG. 3 INT. DOOR - -� N 4 2868 rT, 406 UNDER In 5 - - - 8,-8„ BM. END--, I I 2X4'sWA AT �i� FRAME WITH 2468 HB 5H JE3KF T. _ I I 3 INT. DOOR w VAULTED -1JFAM. I I E--� co �'� T VAULTED OPEN TO 21011 z - 36"H. 2x 6 2068 I INT. DOOR 1 RAISED BAR I I ■ BELOW N KNEE WA L W/ co ■ 1 +8'-O" BRO. I I DRYWAL GAP 0) [� F• m 15'-2 3/&" 12'- 3/8" 7 266& 3 INT. DOOR Q = WALL W/ LVL BM. 2 G4'S AT 16ILOFT ^ 2'-O" N `� m 7'-11 1/4" CLO. 8 2068 BIFOLD I INT. DOOR VENT KIT. DW _ 2x4 KNEE WALL m m N VAULTED -- ► I N (SLOPED TOP) W/ (4)2x4 BRO. I i cV N Cl 2468 2 INT. DOOR MICROWAVE (j O r I I ` BALLU5TER5 IM.BR N NTO SINK W/ I I r ABOVE COLUMN I ■ EXTERIO DISP. I I UNDER BM. O2x4 UNDER COFFER I m 3 INT. DOOR 1 1 I I'-8" ABV. IRDER END cv - 12-4 N 10 4068 BIBA55 I " 1 1 1 015T. TO FADE OF FIRrn T R15ER 2x4 KNEE WALL (SLOPED 11 16070 OVHD. DOOR I GARAGE DOOR LO L--- I'-I" tv cv (4)2x4 BRG. TOP) W/ Q ----------- - _E II'-I I/2" 5 5H. 5 SH. UNDER BALLUSTERS U) BRO. L - FRAME WITH L u� ■ OIRDER ABOVE 2X4'S AT 16" D.G. NINDON SGHEDULE o 1p O NOTE: TOP _ d) END r_ (L5) R u a I ® ® ! a ,_ O SIZE FRAME AREA U FAGTOR SHO G 0 REMARKS � W J - � X OF WALL AT , WASTE STACK 1 �, J II ,_ g' 3 8" ro 2'-11 115" 1 4'-8 "i/811 '-4 12" 1 N TO 5EGOND Iq - c� 7.52 EA. 3-I I �... d ® +42 A.F.F. iv FLR. BATHRM. A I " q _ O N 7'-II I/8" 35 52.125"X71"X52.12"RX64.D17" _ U Q L 00 N 6 x - - LH N IL A �4 a S.F. 55 .22 LL �DI�INO R/5 � (2)R/S °v��T R (ELLIPSE TOP) I MUNTINS w m ® o r Q " n J CV HDR. HT. IS" 50. COLUMN 6 pR C. --- _ _ _ GL6. A!C - - R/5 _ - 52.125 X62 U- T- GLO. PLATFOR ® �';� B 35 SH 22.4 S.F. .54 .25 2 � m Q �, rn U ABV. PLANT m O VEN D SHOWER = I'-4 I/2° tv 10 co w c� C� SHELF TO GL 5 I/2' O O BENCH- _ ,_ „ " = 36"X62" Q U rr CV U O D. ,I VERIFY 6 i! 3'-1 1/2 m G 25 5H .54 .25 2 z O < n ■ PLANT U z I I N 4'- 3/8" 3 1/2" _ +6-8 = 15.5 S.F. UJ UJ SHELF TOP 0 `�_g HDR. 'n 10'-3 1/2" r � F- Lu (4)2x4 I I i T 4'W. X 3'-4"H. 48"X40" z ® SNELF W, � D DEFAULT DEFAULT m - GOLU I Im MT AI3V. d) ■ N O GLA55 BLOCK 13.3 S.F. I N O 1(5REAT r- = z = A/C .�'� 3050 SH (EOIRESS) 35.375"X71"X25.ct"RX64.017" M W cv m R/S X)LT 11 jl 3'-6" v CHASE _ HDR. HT. (ELLIPSE TOP) LEO .55 .22 2 MUNTIN5 W VAULTED I I WH 0 (( )J N 7-11 1/4 GLO. E&REss LL_JJty CORNER . (FRAME WALL) Ib.a S.F. 1•- ROUGH-INNV SHELVES- F 3050 SH (EORESS)+74 35.375"X5q.625" 54 .25 GLG. VERIFY 5 A/G N 31" MIN. O (FRAME WALL) 14.6 S.F. 2 ■ CHASEJ 7 I/2" 5'-3 1/2" I'-II,I In 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY L I V I NO 10'-5 7/8" q'_10,1 ° LINE OF 7' - 22x54 ATTIC WITH STANDARD BUILDING CODE W 1 NDLOAD AND EMERGENCY GLG. HT. - ® ACCESS EGRESS REGU I REMENTS. PROJECT 2'-b 1/2" 5 I II HALL BRO. AIR " s . 6-Io NOTES: NALL LEGEND NO. 17-015-023 O 2XG4's AT 16" 16ARAOE GOND R/S N - _ - R/S I. WOOD sTUD 5PAGLNG: (UNLEss INDICATES INT. BRO. 5 26-21 8 O GLG. tV -� - _ OTHERWI5E NOTED ON PLANS) HT. PER PLAN DATE DRAWN 10 m I x �(V -EXTERIOR FRAME WALL5 AT 16" O.G. 11 ■ ■ q® ® NOTE: PROVIDE 5/8" - - - -INTERIOR FRAME BRG. WALLS INDICATES PLANT 2'-O" F I REGODE GYP. BD. ■ N ,� I O AT 16" O.G. SHELF HT. PER PLAN S EAM I ST 2215 B 1 ON GARAGE - 6-7 /2 -INTERIOR FRAME NON-BR6. WALLS 3'-0" O �P•G• HDR. GELLING m 7 m 7 AT 24" O.C. INDICATES TOP OF st FLOOR LIV. 1330 SQFT cn BOTT AT -KITCHEN CABINET WALLS AT 16 O.G. BLOCK @ 8-O AFF 2nd FLOOR LIV. 885 SQFT +6-8 - - - HDR. HT. + ■ dj 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLE55 OTHERWISE NOTED NDIGF ,4 A5 5EGG OND FLOOR 4 s GARAGE 12" W. FLAT N JE3R.E31R 3. GONG. BLOCK WALLS ARE DRAWN AT 16" D.G. LANAI 167 SQFT ARCH 7 O '-I I 1/4" GLG. 7 5/8" WIDE UNLESS OTHERWISE NOTED -� COLUMNS H ® FRAME ■ HB/2#5 OUT FOR 4. TOOL GONG. BLOCK JOINTS INSIDE COLUMN c_v NOTE: ALL SECOND FLOOR EXTERIOR WALLS ARE O VERT. 4 FILLED MANABLOC GARAGE WALL5 (BRUSH 4 GLEAN) 2X415 AT 16" O.G. UNLESS NOTED OTHERWISE W/ CONCRETE ON WALL JE3R.21 NOTE: ALL SECOND FLOOR INTERIOR WALLS ARE 2X4'5 ENTRY 27 SQFT TOP +&'-0" _ (3)2x4 STUD „ (3)2x4 STUD 5 5HALRL BE PROVIDED U BY BUILDERS AT 24 D.G. UNLESS NOTED OTHERWISE COLUMN AT 7-11 1/4 GLG. COLUMN AT TOTAL 2846 SQFT g'-O" ' GORNE 6. TOP OF TYP. BLOCK WALL +5'-0" II u� GORNE UNLESS OTHERWISE NOTED CUBIC VOLUME OF ■ ■ NJ ■ ■ ■ -1. HEIGHTS ARE MEASURED ABOVE MIGHAEL G. ANDER50N EGRESS EGRESS TOP OF FOYER SLAB CONDITIONED SPACE _ 2x4 ichae Digitally 17720 CUBIC FEET 21_611 I6'-O" 21_61, 3'-0-- O O 3'-O" 8. SEE STRUCTURAL NOTES FOR I ADDITIONAL INFORMATION II „ 2x4 IBLK6. +7,_3" +7'-3" signed y 17-O 21-O ®24 O.G. HDR. HT. HDR. HT. Michael 38'-O" EDGE DF 2x4 4'-I I I/2" 11'-O" SHEET Anderson GONG. 20'-11" Date: F I RST FLOOR FLAN NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'5 AT 24" O.G. UNLE55 NOTED OTHERWI5E BLK. MIGHAEL G. ANDERSON, ARCHITECT OF RECORD rl d e rs NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'5 AT 16" O.G. UNLE55 NOTED OTHERWISE BELOW SEGOND FLOOR FLAN FL. LIG. AROOI7305 2021 .08.03 SCALE: I/4" = I'-O" T . STUD CGORNER 1020 5W PROVINCETOWN LANE, PORT ST. LUCIE, FL 34c153 200 Y�' � : 3/411 _ _O„ 56ALE: 1/4" = I'-Of' (772)418-211& n 12:01 :19 PLANS DE516NED TD MEET THE REQUIREMENTS OF -04'00 7TH EDITION) FL. LIG. AR00173D5 THE 2020 FLORIDA BUILDING GORE-RESIDENTIAL ( Ix6 P.T.BUCK SET IN DOOR THRESHOLD`••'E-7 CONC. � SEALANT AND SECURED W/ IN BED OF CAULK * 57U000 FINISH SEALANT AND NAILED IN ALUMINA4 FRAME CASE HARD NAILS® 12"O.G.(MAX) FASlVa? TO SILL W/ PERIMETER CAULKINS, W I-1/2"CASE r•JARDEAM FASTEN THRU BUCK W/ 3/I6"DIA. TAPCONS COW. OR MASONRY COIL NAILS AT 12"O/C. 3/16"x3 114"TAPCON ® 16"O/C Ix4 OR Ix6 P.T.BUCK SET IN MAX. SCREWS 0 24"O/G PERIMETER GAULKI SEALANT AND NAILED GON5. OR MASONRY MAX. IN PREDRILLED ALUMINUM FRAME FLOOR GOyERIW--j WI-1/2"CASE HARDENED J BY M' '� SECURE FRAME TO SILL PLAN REVIEW REVISIONS p Q J , qo COIL NAILS AT 24"OIG. PERIMETER GAULKIN6 0 0 ° GEMENTITIOUS FINISH o o DOOR FRAME WfTH SILICONE DRYWALL BOA o ° °�O MAX o, o Qo' 0 o O o ° 11 PA57EN TO SILL W< CO�OR MASONRY LJ �`GAULKfI�kS DOOR TRI PERIMETER GAULKIN6 a O° ° d d 6000 o "SCREM tx3 OR tx4 P.T.BJrI:K SET IN DOOR TRIM .o DOOR FRAME FASTENED THROUGH BUCK �.`.< : o CAUL IK N6 BOARD ®2-0 O/G CAUL IK 1�BOARD SEALANT AND NAILED o :Oa �° ° o°O o4O vu W/3-1/4"x 114"(MIN)TAPCONS, t—FLOOR COVERIN5 ALUN/M M FRAME W/I-112 CASE HARDENED WITH(1)TAPGONF;'`- PERIMETER CAULK! DOOR FRAME 6"MIN FROM 1'A.,AND CONCRETE SLAB FASTEN THRU BUCK W/ `.''�''o' o . ° FAS7E7V 7HRU BUCK W/ COIL NAILS AT 12"D/G. 4 EO.SPACED TAPCONS ON EA. VERTIG W/3-U4 x 1I4 (MJN(1 3/I6'Sc3 I/4"TAPGON MAX PRECAST OR POURED LE6 W/MIN EMBED OF 13/8" TAPCONS AT 24"O/C. MAX �G° ° G SCRENS�R�i�� SILL MASTER PLAN REVISION IN PREDRILLED 14OLE5 6ROUT BED HOLES BY MAN FACnRER PERIMETER CAULKING BY MANUFACTURER PERIMETER GAULKIN6 DRYWALL BOARD 5-26-21 � ��SLAB CDENTIVOUS F1N15H GAULKINS HEAD/JAMB DETAIL SILL DETAIL JAMB/HEAD DETAIL SILL DETAIL HEAD DETAIL JAMB DETAIL SILL DETAIL EXT DOOR EXT DOOR (SGD) (SGD) WINDOW WIND❑W WIND❑W � N � w � CY) 12 12 12 O TOP OF 2ND FLR. TOP OF PLATE EJ TOP PLATE �+ o -—- - - - - --------- --- -—-—- - -+17__4" A.F.F.- - - - -W -- - - ------- GEMENTITOUS GOATINC� - --- - - ------------- ------ +17'-4" A.F.F. — w■ Oi _ El O 3 = ON MTL LATH GEMENTITOUS COATING 44 TOP OF SECOND J ON MTL L (� F!NlSH FLOOR � I N =,n TOP OF SECOND FINISH FLOOR +a-4 3/4 A.F.F. __ w _ _ _ _ _ E.1 - - - ------ -- - - - - --- -- ------ - -+a'-4 3/4" A.F.F. --- - - -- EJ — U O TOP OF BLOC --_ ----- --- --- --- ----- EJ TOPS OF BLOCK �OP OF BLK. -—-— +8'-O" A.F.F. o +8 O A.F.F. = 3Q GEMENTITOUS +8-O A.F.F. 0 = _ ■ ❑ GEMENTITDUS _ GARAGE C�') 3� COATING ON BLOCK 2 O I COATING ON BLOCK 2 �i 3 ENTRY BEYOND 3 ^• O p O � Cn _ _-- _—_--- TOP OF SLAB _-- - —_-- - _ TOP OF SLAB BEYOND +0'-0" A.F.F. -- - - - — +0'-0" A.F.F. �"- - - - -—-—-—-—-—- -—- -- � C) R I OHT SIDE ELEVATION REAR ELEVATION L��T SIDS ELEVATION o I/8" = I'-O" I/8" = 1'-0 " N . _ RIDGE HEIGHT NOTE : +23-I A.F.F. LO 12 TOP OF 2ND FLOOR HALL TOP PLATE TO BE r I6" OVERHANG +1T-4" ABOVE TOP OF SLAB AMP +cf'-4" AE30VE 711- O D TYPICAL UNLESS TOP OF GONG. BLOCK HALL TO ALIGN ROOF PLANE OF V_ OTHERWISE NOTED GEMENTITOU5 GOATING Q K I TGHEN/D I N I NC SIDE HALL H I TH 2ND FLOOR ROOF. � U t � ON MTL LA TOP OF PLATE CD ct W J X co Q +IT-4" A.F.F. CONGEALED pr W W > — o 2x4 VERT. AT EA. FACE OF N ARCH W/ (3) IOd NAILS AT Z C) .I o FLASHIN _ 00� PRECAST LINTEL AT TOP EA. END TOE NAILED W/(2) -j CO O � N "z BLOCK COURSE IOd AT BUCK ILL C\J W >u 2x4 SOLID BLOCKING (FULL < U Iz N U Ov WIDTH OF WALL) BTWN. 15/32 GDX `� O Q I- vZ_ PLYWOOD PANEL TOP OF BLOCK WALL PLYWD. ARCH FACES W/ (3) A-A W W O 0110 P.T. (2) 2X4 BUCK - IOd NAILS THRU 0.5.6. INTO (BOTH SIDES) NAILED E � F- W �- CONNECT TO TO BUCK W/ 6d LO C) z 6" W. SCORED TRI 4" W. RAISED z TOP OF SECOND BLOCK W/ 34" x 3" 1j EA. 2x4 NAILS AT 4" O.G. � _ RAISED TRIM 4 W. SCORED N FINISH FLOOR M IL (PR0.1. 3/4") TRIM ARO ND �� � -- —_ _ TAPGONS {I I/4" PRECAST LINTEL AT TOP DOOR TRIM - +a'-4 3I4" A.F.F. MIN. EMBEDMENT P.T. (2) 2X4 BUCK - BLOCK COURSE W _TOP OF BLOC _ ___ __ 6" W. D TRIM _ TOP OF BLOCK INTO BLOCK) CONNECT TO BLOCK WI Nc," W - -—- x 3" TAPGON5 (1 1/4" MIN. +8'-O" A.F.F. tB'-O" A.F.F. 2X4 VERT. BRACES EMBEDMENT INTO BLOCK) Q 8" W. SCORED TRIM 15/32" GDX PLYWOOD PANEL BUILT-UP PLYWOOD OR ® ® (BOTH SIDES) NAILED TO MASONITE BUCK - 5GRIBE CEMENTITOU5 GOATIN 0 _ BUCK W/ 5d NAILS AT 4" O.G. BACKSIDE TO FIT ARCH. ON BLOCK = ,p 2 " " s " CONNECT W/ 6d NAILS 8 x8 RAISED BLOCK PROVIDE �b x 3 TAPGON (I 2 i O (PROM. 3/4") TYP. (4) PLACES 2x4 SOLID BLOCKING (FULL 1/4" MIN. EMBEDMENT INTO ARCH>r U W PROJECT WIDTH OF WALL) BTWN. BLOCK) AT EA. SIDE BUGK-(I) OPNG. LINE OF PLYWD. ARCH FACES W/ (5) WITHIN 4" MIN. TAPGON OF NT RECTANGULAR O I NAILS 2xTHRU PLYWOOD START OF ARG ROUGH OPENING NO. 17-015-023 GEMENTITOU5 BUILT-UP PLYWOOD OR TOP OF SLAB - dJ _ _-- _ _ _ _—_— —_ —_—_ _—_ _ _ COATING ON BLOCK BAGKSNIDE ITE BUCK TO FIT ,e`RRIBE DATE DRAWN 5-26-21 +O'-O" A.F.F. CONNECT W/ 6d NAILS P x 3" BUCK �� I N (REF. ELEV.) 12" 50. BLOCK RA15ED CONTINUOUS FRONT ELEVATION COLUMNS TRIM (PRO. . 3/4 ) SEGTI ON A—A MASONRY SEAMIST 2215 B1 I/4" = 1'-O" OPNO. DET>�I L st FLOOR LIV. 1330 SQFT nd FLOOR LIV. 885 SQFT GARAGE 437 SQFT LANAI 167 SQFT WINDOW PRESSURE CHART I60 MPH I'-O" TAG I'-O"PRESSURES ZONE 5gFt _ _ ENTRY 27 SQFT ATTACHMENT PER MFRS. RECOMMENDATIONS lD +276 / -30.0 4 a-Iq.q 1'-2 7/8" 1 -2 7/8" N m TOTAL 2846 SQFT PRE-ENGINEERED ROOF TRUSS N � 0 +26.4 / -26.7 4 20-•4q.q L IX2 NAILED TO TRU55 N CUBIC VOLUME OF TAILS W/ (2)-5d NAILS O +24.6 / -21.1 4 50-qq.q - MIGHAEL C. ANDERSON CONDITIONED SPACE _ Zvi Q +23.s / -25.6 4 100-4aa.a O o ichaesigned Digitally 17720 CUBIC FEET CONCRETE "U" BLOCKTIE-BEAM TOP GouRs y O +27b / -51.0 5 O-Iq.q IZ. 2 TO 6 +26.4 / -34.5 5 20-4q.q Michael SHEET HOR X2 NAILED O ED L Anderson VERT. IX2'5 W/ 12d X 3-I _ NAIL O +24.6 / -31.2 5 50-qa.q NV Cr MIGHAEL G. ANDER50N, ARCHITECT OF RECORD Date: ATTACHMENT PER MFRS. I'-O" I'-O° FL. LIG. AROOI7305 AnderS SEE PL N RECOMMENDATIONS O6 +23 / -25.1 5 100-4aa.a -� Q'-41' 1020 5W PROVINCETOWN LANE, PORT 5T. LUCIE, FL 34a53 2021 .08.03 .5 M2)418-2115 12:01 :3 5 STAPLES a 5" O.G. PER MFRS. 0 +235 / -25.1 INT. 112 PLANS DESIGNED TO MEET THE REQUIREMENT5 OF n -04�00� RECOMMENDATIONS \ THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIG. AROOI7305 SOFFIT DETAIL SOFFIT ous VENTED N.T.S. FREGAST HEADED SGHEDULE B-X LINTEL CAST GRETEALLOWABLE ALLOWABL PLAN REVIEW REVISIONS MEMBER LENGTH TYPE LOAD UPLIFT ',::'., B-I 64" 151=16-115 5365 PLF 22a0 PLF B-2 54" SFIb-!B b113 PLF 2724 PLF '' FRAM I NO NOTES: B-3 SO" bRF14-IB 3120 PLF 1651 PLF • • I. DESIGN LOADS; B-4 70" 5F16-I3 4360 PLF 20"13 PLF 8F8-1B 8F16-1B #5 REBAR AT TOP HIND: I60 M.P.H. AT 3 SECOND BUR5T TYPE DESIGNATION MIN. (1) REQ,D ROOF: 37 P5F (20 L.L✓I-t D.L) MASTER PLAN REVISION 2. #2 OR BETTER 2x4 BLOGKIN6 AT 4'-0" O.G. }. 8-5 a0" SFIb-IB 2661 PLF 1634 PLF i-i/2' CLEAR WITH 2 EA. Ibd TOE NAILED EACH SIDE F = FILLED WITH GROUT / U = UNFILLED D � 5-26-21 B-6 208" SFIb-!B 950 PLF 404 PLF QUANTITY ❑F #5 REBAR AT L) _ :° C.M.U. (DIAPHRAM AREA) r B❑TT❑M ❑F LINTEL CAVITY 3. AT BLOCK/STRUCTURAL FRAME WALL B-a B-7 -10" SFS-IB 1451 PLF GOa PLF 8 16- 1 B/1 T z CONNECTION, PROVIDE 1/2" D1A. LO z GROUT COUNTERSUNK ANCHOR BOLTS H/ 2-1/4" MIN. B-8 126" 8F1b-IB 1533 PLF a �� EMBED. ® 24" O.G. VERT @ (2)2x4 P.T. VERT. l4 PLF NOMINAL WIDTH � #5 REBAR AT BOTTOM � QUANTITY OF #5 '" OF LINTEL CAVITY N❑MINAL HEIGHT REBAR AT TOP 4. 5EE FRAMING PLAN FOR PREGA5T LINTELS B-a 134" SFIb-IB 1250 PLF 435 PLF -sis•AcruA TYPICAL -� I I SEE T�,A= FNP I I 8' N❑MINAL WIDTH w 5EGT1 N AT VAULT" B-S rT, B-S 0 ON 5 . Ab.O v 1 I �. PERMANENT OR TEMPORARY BRACING OF 13-O A4 TRU53E5 PER HI5q1. ANY ADDITIONAL TRU55 �- ` �,y PROVIDE 5IMP50N "L5TA24" BRAGIN6 REQUIRED HILL BE DETERMINED w �i 1/2" A.B. AT 32" O.G. IN LINhIL PROVIDE "HETA20" ATE . FLOOR AT EACH TRUSS VERTICAL BY TRU55 ENGINEER ON 516NED AND 5EALED TRU55 VERTICAL TO LIN L-VERIF TD STUD ® 24" O.G. MAX. 2x4 BLKC. AT TRUSS DIA&RAM5. rT, q Q 5PAGING PER TRU55 EN lNEERINC 43" O.G. AT 2x4 BLKG. AT 43" S A S ATHING TO CONNECT 2'-p" PER TRUSS 21_011 12'-7 I/2° TRU55 BOT. O.G. AT TRUSS BOT. FRAME WAL MANUFAGTURERES I6 HIGH CABLE END FLOOR - _ CHORD 6. ALL HEI6HT5 NOTED ON PLANS ARE CHORD B-5 B-2 - p REGOMENDATI TRUSS-SEE GABLE END FLOOR O MEASURED FROM TOP OF FIN15H FLOOR \ B-2 B-4 TRUSS GONN. DTL. ON SHT. A6.1 (2}2x6 (REF. ELEV. O-O ) „� Q 1,4 7. ALL TRU55 TO TRUSS CONNECTORS TO BE ^' — -f!f — — — — I I — — — 11 Ifi I I I!IIIISUPPLIED BY TRUSS MANUFACTURER.2x4 X- GIN x 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.ILI OVERHANG 15 f'-4" UNLE55 NOTED OTHERWISEX-BRACINXr I H I =_ II 111 I11 !6" III III III III III � � Z < I � O NO I O Q 111 II II fll 111 OH f1f fff flf Iff fff z 2 O N - 0 w 111 !1 111 Ili � I6 w O ? x z O 1- z O O IL I I OH 3/4" T$C 2ND FLOOR HALL Q� _j < J _ z 2X8 FLOOR PLYWOOD CONSTRUCTION O O QO I u I = '_ - SUBFLOO (TYPICAL) 11 _ _ _ J015T5 WITH cs1 N O I w z I I SIMPSON LU52 Z� IL IU O w N = O AT ENDS N w Q � Ll tU Q 1­­ 2 1-3 4x12" PESS>� Q0W B y Ow ell MA FACTURERE5 > =i Z VAULTED �- I == REG MENDATION O w O PROVIDE 2X6 LEDGER FLAT GLG. � -- �} v ' x BOARD FOR FIRST FLOOR Ib" DEEP FLOOR N ROOF TRUSS BRO. - 2 TRUSSES ATTACH LEDGER TO EACH = STUD H/ (4) 16d NAILS (SEE LO DETAIL SHEE A6.1) T_ 2X BLOCKIN GONGRETE o m FRAME BRG. HALL H/ BLOCK HALL PROVIDE t2X4.wj4zz:z, 2X4 5 AT I6 O.G. W CAI UNDER GIRDER FL 0 CONSTRUCTION U H rn � I DETAIL (TYPICAL) J � X (2) 2X12 5 - Lu 1 A4' SCALE: 3/4"=I'-O" o U) U) Q Q Co Izoo � N _ cV z W > — OT 3/4" T4 C 2ND FLOOR HALL 0 m C) B-4 (6) 2X4 (3)2X4� 2X8 FLOOR P1-YHOOD CONSTRUCTION Z) z N T (2) 1 3/4"XIb" H. O p JOI5T5 WITH 5UBFLoo (TYPICAL) om I¢ Fz � LVL BEAM = - B-I X 51MP50N LU52 CU Q U OC c\j U N AT ENDS z O Q O L T 7 1 Ef LO (n Z 4 2X4 ® ' M n I 16 DEEP FLOOR _ W OH TRUSSES J W I- S' FLAT ILL GLG. O IN III III O O Ca CONCRETE III III III -_-_-_- , w � — — — 2X BLOGKIN BLOCK HALL III III III ® E- t-� CONSTRUCTION III III I11 I 2ND FLOOR PLUMBING ' p ACCESS 2 T I (TYPICAL) L/ PROJECT p O A4 SCALE: 3/4"=I'-O" 16" III III Ifi --=---� w OO � � O NO. 17-015-023 OH N kn tN w 0 I U HALL LEGEND DATE DRAWN 5-26-21 INDICATES INT. BRO. SEAMIST 2215 B1 2x4 BOTT. CHORD O S' FLATj b'FLG T HT. PER PLAN BLKG. SEE NOTE #2 B-� Ili - HOLD END OF A INDICATES PLANT 1 st FLOOR LIV. 1330 SQFT — —�) — — 2X LW6ER AT TOP # BOT.OF - _ FLOOR TRUSS 1/2" SHELF HT. PER PLAN 2nd FLOOR LIV. 885 SQFT HOLD FACE OF 2x4 -BRACIN B_1 III TRUSS - NAIL YJ/(2)I0d NAILS TO ® BACK FROM GIRDER TRU GARAGE 437 SQFT TRUSS I/2" BACK TRUSS ENDS 4 5TUD3 -� FACE OF BLOCK INDICATES TOP OF FROM FACE OF HALL (TYPICAL) i BLOCK @ a'-011 AFF BLOCK HALL SEE "GABLE END O (TYPICAL) SECTION AT VAULT" O - 2MTS12 ,��� 'Sy 2MTS12 INDICATES SECOND FLOOR LANAI 167 SQFT ON 5HT. Ab.O 1- - EX ERIo FRAME HALLS H/ 2X4' NOTE: PROVIDE TRUSS 1/2" DIA. A.B. AT 32" O.G. IN LINTEL M =_ IL N _� ENTRY 27 SQFT 5TRON6BAGKS PER SEE SECTION X-X FOR THIS AREA D N O TRUSS MANUFACTURER'S > � < cs)SPECIFICATIONS ts GIRD R TOTAL 2846 SQFT W NOTE: OFFSET GABLE iL END TRUSSES 2" FROM — — — — — — — --- CUBIC VOLUME OF FACE OF BLOCK — — — — — IN MIGHAEL G. ANDER50N CONDITIONED SPACE _ NOTE: PROVIDE 51MP50N N HOLD FACE OF (2)2Xb (2)2X6 17720 CUBIC FEET I (/ "HETA20" AT 24" MAX. AT I- FLOOR TRUSS ichae Digitally si ne GABLE END TRUSS TO 51-0 1/2" 10'-11" 5'-0 1/2" 1/2" BACK FROM 2MTS12 2MTS12 BLOCK CONNECTIONMichael y FACE OF BLOCK by M i c h a e l 11�16b" HIGH GABLE END FLOOR HALL (TYPICAL) SHEET TRUSS-SEE CABLE END Anderson FLOOR TRUSS GONN. DTL. 00M I�� I � MIGHAEL G. ANDERSON, ARCHITECT OF RECORD n d e rs Date: ROOF„ FRAM I NG. / SEGOND FLOOR F AM I NC fDLA PRROVIt �l�bb" ATTO LINTEL-VERIFY EA.FLOOR TRUSS VERTICAL INO PER TRUSS ��E; I/4" = I'-O" L FL. LIG. AROOI-1305 2021 .0$.03Arm 5CALE/4 = I O ENGINEERING 1020 5H PROVINCETOHN LANE, PORT ST. LUCIE, FL 34ci53 1 2:01 :48 -04'0 A MTEU (772)4I3-2118 n PLANS DESIGNED TO MEET THE REGUIREMENT5 OF THE 2020 FLORIDA BUILDING GODS-RESIDENTIAL (7TH EDITION} FL. LIG. AROOI7305 PLAN REVIEW REVISIONS 5 #1 GU THHN OR LEC END AL. EQUIVALENT 2" CONDUIT - SURFACE MTD. CEILING FIXTURE ELEGTRIGAL LOAD GALGUL4TION 150 PENDANT FIXTURE 50 GKT —_ 2215 S.F. AT 3 VA 6.6 kVA PANEL i0; RECESSED LIGHT MASTER PLAN REVISION 2 SMALL LAUNDRY APPLICACIRCUIT NCE CIRCUITS 1500 VA EACH 12.0 5 kVA 150 METER kVA 3.0 kVA 0 K> WALL MTD. BRACKET @ 72' A.F.F. 5-26-21 1 WATER HEATER . kVA 1 FLUORESCENT FIXTURE DISHWASHER 5 kVA M•G•B• DISP❑SAL 1.5 kVA DRYER SO 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 407 4.00 kVA EXHAUST FAN W/ LIGHT TOTAL 23.6 kVA ! NO. 4 GU. WIRE� EXTERIOR FLOODLIGHTS 23,600 VA DIVIDED BY 240 V 9 . A TO UFER CRND. ! ! POOL SUB PANEL 30.0 A ! - ! TOTAL 128.3 A CEILING PADDLE FAN W �--•ico (PREWIRE OR W/ LIGHT AS NOTED) �`� ! � ! USE 150 AMP SERVICE q � � SGHEMATI G ELEGTRI GAtL RISER WALL MTD, SMOKE DETECTOR ! PREwIRE (i3A�GK TO BAGK SERVIGE) ! O CEILING MTD, SMOKE DETECTOR HP 0 �'4 O CEILING MTD. CARBON MONOXIDE DETECTOR O CHIMES CHIMES PUSH BUTTON o w TELEPHONE JACK • �� ! TV CABLE TELEVISION JACK © v w C--, CO ` \ 110 V. DUPLEX RECEPTACLE ! ! 1/2 SWITCHCO ED 110 V. DUPLEX RECEPTACLE [� - ! F. 110 V. GFI DUPLEX RECEPTACLE rn 220 V, RECEPTACLE OUTLET FOR D ( PREWIRE MICROWA qa I I I ` Ea DEDICATED 220 V, OUTLET 'REWIRE I I 1 ( ( / D1 110 V. JUNCTION BOX II / PRVEWIRE l }- SWITCH @ 42' A,F.F. 1 / RHEOSTAT SWITCH @ 42' A,F,F, u7 L TO 1\ I / TP TOUCH PAD FOR SECURITY SYSTEM T GFI CFI / LIGHT TO N / ABOVE BELOw�l / O CENTRAL VACUUM OUTLET LOCATION W N / � ELECTRICAL DISCONNECT U I.- rn ~ I I J � A x � 1 = CEO < U- N JEN GTR. A l G I S- f � Z LLnjLIJCCU ~ NQ CELGTR)GALL NOTES z O a zZ) I. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION (r Cn I- W UNLE55 NOTED OTHERWISE. 0 W. FI DI \ 2. ALL GOUNTERTOP KITCHEN AND BATHROOM OUTLETS j d _ AN S.D. SHALL BE -A-9 CIRCUIT PROTECTION UNLE55 NOTED W Ir -1I II II WH o I O � OTHERWISE. W TL--J 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI ~ OU6H-IN CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. GFI X 1 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER PREWIRE EQUIPMENT AS REQUIRED BY N.E.G. GFI 5. IF NE BRANCH CIRCUITS ARE ADDED: ---- ! 22x54 ATTIC A) ALL 120V, SINGLE PHASE, 15 4 20 A BRANCH CIRCUITS PROJECT ACCE55 SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ISG. ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,AIR LIBRARIES, DENS, BEDROOMS, 5UNROOM5, RECREATION IVQ 17-015-023 GOND ROOMS, CLOSETS, HALLWAY5 OR 51MILAR ROOMS OR AREAS SHALL BE PROTECTED BY A L15TED ARC-FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO DATE DRAWN 5-26-21 x Z PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEG 210.12 / a (B)). ,— — —Q B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE SEAMIST 2215 B1 GARAGE DOOR S.D. REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED OPENER ELEG, Q Q' IN 2005 NEC 210.52, ALL 125V, 15 4 20A RECEPTACLES. St FLOOR LIV. 1330 SQFT I WP ! WIRE PANEL METER G.M.D. — — — — — , \ NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL 2nd FLOOR LIV. 885 SQFT Z VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET S.D. S.D. APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2020 F.B.G. GARAGE 437 SQFT 1 Q LANAI 167 SQFT ENTRY 27 SQFT \ PREWIRE TOTAL 2846 SQFT CUBIC VOLUME OF MIGHAEL G. ANDERSON CONDITIONED SPACE PREwIRE _ COACH LTS. 17720 CUBIC FEET i a COACH LTS. che �- PREWIRE Digitally signe F I R5T FLOOR ELEGTRI GALL PLA R - - — - - - - 5EGOND FLOOR ELEGTRI GA<L PLAN by Michael SHEET 5GALE: 1/4 I O SCALE: 1/4" 1'-0" Anderson Date: MIGHAEL G. ANDERSON, ARCHITECT OF RECORDAffm AndersFL. LIG. AROOI-1305 2021 .08.03mu m 1020 SW PROVINGETOWN LANE, PORT 5T. LUGIE, FL 346153 1 2:02:02 _04'0( ' 0 ■ (772)418-21 IS n PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODS-RESIDENTIAL (7TH EDITION) FL. LIG. AROOI7505 19/32' CDX PLYWOOD SHEATHING STRUGTURAL NOTES: WOOD STRUCTURAL NOTES: PLAN REVIEW REVISIONS HURRICANE STRAP ® PRE-ENGINEERED TRUSSES TOE NAIL C2) 16d EACH SIDE _ EA. TRUSS - REFER 1. WIND LOAD REG2U I REMENTS AT 160 MPH PEAK WIND OUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS 5HOWN TO FRMG. PLAN 2x4 TRUSS TOP CHORD 2x4 BLKG. @ 48' O.C. 3 SEC. BURST PER 2020 FBG. ON DETAILS. DAMAGED WOOD NOT TO BE USED. BLKG. @ 48' D.C. 2. CROUP II WOOD 15 SOUTHERN YELLOW PINE #2. CONNECT EA. TRU55 INSULATION PER 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,6D0,000 PSI, M.G.=Ic1% MAX.,TYP. BOTTOM GHORD W/(2) PLAN @ 24" O.G. THE 2020 FLORIDA BU I LD I N6 CODE. PINE CROUP III WOOD 15 DOUCLAS FIR-LARGH, SOUTHERN YEL Ibd MIN COMMONS PRE-ENG. TRUSSES TOE-NAILED TO AT 24' ❑.C. 3. ALL FLOOR SLABS TO BE OF 2500 Psi CONCRETE PLANT MIX PINE, HEM-FIR, OR SPRUGE-PINE-FIR. r TOP PLATE 4 THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELO 'I I I" COVER ON 6 MIL POLY VAPOR BARRIER OVER MASTER PLAN REVISION G EA, 16d LADDER NAILS AT COMPAGTED GLEAN FILL. 4. END JOINTS 1N STRUCTURAL DOUBLE TOP PLATE SHALL BE EA. 2X4 LADDER FRAMING OFFSET AT LEAST 4'. STRUGTURAL DOUBLE PLATES TO BE 51MP50N "5PH4" AT EACH I/2" GYP. BD. 2X4 45° CROSS BRACING I 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" NAILED AT roll D.G. MAX. 5-26-21 W/C2)16d NAILS AT EA. 2X4 STRONGBACK IF GABLE TRUSS IS COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE STUD TO TOP PLATE H/ TRUSS WEB MEMBER I TALLER THAN 8'-0' SHALL BE A5 SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" 11, 12-I0d X I I/2" AT EA. BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S GDX PLYWOOD. WALL NAIL PATTERN TO BE roll DBL. 2x4 TOP PLATE 2x4 45° CROSS BRACING SCHEDULE GABLE END TRUSS SET 3/4' RECOMMENDATIONS AND WITHIN TIME A5 SPEGIFIED IN "A5TM G94". O.G. W/ IOd NAILS UNLESS OTHERWISE NOTED. I/2" GYP. BD. SPAN BRACING REQ'D, FROM FACE OF CONIC, BLOCK THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION GI I16 TYPE 111 4.1.5 AND WITH APPLICABLE GABLE BUILDING CODES. 6. ALL STRUGTURAL LUMBER (EXGLUD I N6 PREEN6. HD. GREATER THAN 20 FT. SPACED 4'-0' ❑.C. TRUSSES) TO BE #2 OR BETTER GROUP II UNLESS OTHERWISE 10 FT, TO 20 FT. (3) PAIRS AT 1/4 GERTIFIGATION OF COMPLIANCE SHALL BE MADE AVAILABLE - E-- 2x4 STUD WALL @ 16" LESS THAN 10 FT. P❑INTS (1) PAIR AT 15/32' SHEATHING OVER GABLE ON REQUEST. 5TANDARD ACI 502 PROCEDURES FOR PLAGIN6, 19i 1CTURAL HEADER 51ZE5 SHOWN ON ROOF FRAMING r, PROVIDE R-11 BATT O.G. W/ MID-WALL MIDPOINT END TRUSS FASTEN WITH 8d FINISHING AND GURIN6 SHALL BE FOLLOWED WHEN USING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II W INSULATION AT ALL BLOGKING (WALLS OVER 2x4 TRUSS BOTTOM I NAILS AT 6' O.C. FIBER MESH CONCRETE. 6. MAX. I" HOLE DRILLED INTO EXTERIOR STRUCTURAL W 10 HT. PROVIDE BLKG n���, WALLS ADJACENT TO CHORD BLKG. AT 2X4 'T' ❑R 'L' STR❑NGBACK AT GABLE 5. CONCRETE MASONRY UNITS SHALL MEET A57M GGO. R.-STUDS TO BE DOUBLED AT EACH END OF d c) NON-AIR GONDITIONED AT 4'-O" O.G. MAX) 4'-0' O.C. REFER I WITH ICA LONGER SAT 1AN ❑8' - CONNECT SHEARWALL AS PER DRAWINGS. ►�- CI' ROOMS T❑ FRMG. PLAN6. MORTAR TO BE TYPE M OR S : GROUT TO BE 3000 PSI CYD SIMPS❑N HETA20 AT EACH TRUSS AT 25 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANGHORING (2) WOOD ITEMS TOGETHER, THE LENGTH (2) 16d VERT WEB MEMBER (24' O.C. MAX) AS DEFINED IN AGI 53-cif. f'm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. COMMONS TOE 16d COMMON 11. NAIL PATTERNS: ~ NAILED EA. SIDE I NAILS AT 6' O.C. 6. REBAR TO BE SIZE #5 GRADE 40, GONT. w SIMPSON "5PH4" AT EA. TO6 P.T. TOP OF FILL GELLS AND -DOUBLE PLATE AT 12" O.G. OUTSIDE THE STUD TO SILL PLATE W/ ATE C q HANGES OF DIRECTION W . NE WITH MINIMUM LAP OF 30 O (SEE NOTE #4N AT 12 D.G. 2x4 P.T. BOTTOM PLATE \� O 12'IOd X ! I/2 CEMENTITI❑US FINISH OVER FRAME -DOUBLE AT EA. CONSTRUCTII❑N 9. OMIT -DOUBLE HEADER NAIL PATTERN AT Co O.G. AT �C W/ 1/2" DIA. EXP. BOLTS APPLIED 2 LAYERS OF AN APPROVED 4 MIN. GONG. SLAB 8x8 U-BLOCK TIE-BM. FILLED M WATER RESISTANT BARRIER MATERIAL ID. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER ETO STUD- INTERNALLY.O.G.4"" A. HEADER MEMBER (2500 P51) W/ FIBER MESH � 2 WASHER AT 24" O.G. (MAXJ W/ CONC. & (1) #5 BAR CONT. OR 1 LAYER OVER AN APPROVED HOUSE TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER OVER VAPOR BARRIER WRAP. -STUD TO TOP OR BOTTOM PLATE- (2)16d END q ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE ® r?� OVER GLEAN GOMPAGTED 2 3/4" MIN. EMBEDMENT VERT. #5 BAR AT EA. REINF. EXPANSION J❑INT TERMITE TREATED FILL II. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x FILLED CELL PER FDN. PLAN AT CEMENTITI❑US THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH CLUED AND NAILED �WIPq, PLATE BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANGHOR5. WITH 16d AT 8" D.G. STAGGERED. ^� CONT. W/ 1/2 x THE FOLLOWING CRITERIA MUST BE MET: _ GABLE END SECTION X-X 8' ANCHOR BOLTS ANGHOR 51ZE GONG. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" GDX _) I I ( (_ �y @ 32 O.C. !/2„ 3/4„ MIN. HOLE DEPTH PLWDOD NAILED PER ROOF NAILING PATTERN W \~ -II • • II ` 5/6" 7/roll " DIAGRAM. � � � 3/4" (" 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL co SICFOOTING PER =_ _ AFTER HOLE 15 DRILLED ALL CONCRETE DUST MUST BEaREMOVED GUN AND/OR MANUALY. � [� FOUNDATION PLAN I I i ' 'III' ' ' 'I I PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRAGIN6 PER TRUSS MF6. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON DRAWIN65. NOTE: ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD Q APPLICATION. TWD COMPONENT EPDXY RESIN MATERIAL TO BE BEARING, METAL STUDS MAY E3E SUBSTITUTED FOR TRU55 TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE Er--If -- MIXED PER Mr-6. DIRECTIONS. WOOD STUDS. ANCHORS, AND BOLTS TO SLAB NOT REG-D. AT INTERIOR I I 16. ANCHOR BOLTS 8 LONG x I/2„ DIA. WITH A 2„ BEARING WALLS NOTED ON PLANS AS SUPPORTING II LINTEL 12. M15SIN6 DOWEL PLACEMENT: 5G2UARE X 115" THICK HURRICANE WASHER EMBEDDED 5" _ GRAVITY LOADS ONLY (NO UPLIFT LOADS). 11 UNLESS NOTED OTHERWISE. I NEW HOLE SHALL BE DRILLED 7/8 TO I WIDE AND 10 DEEP. 2x4 STUDS • 5PAGING AFTER HOLE IS, DRILLED ALL CONCRETE DUST MUST BE REMOVED NTi�l Oil Biz l N� WALL SGT I ON PER PLANS �--� PRIOR TO EPDXY INSTALLATION;. 'THREADED ROD (MIN. A36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR 6REA5E. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED 1-0 o ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER LO I VERTICAL FILLED CELL APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE 2 I W/ I-#5 BAR MIXED PER MFC. D I REGT I ON5. � PER ARGHITEGTURAL FIBERGLASS 5HINGLES OVER I (2) I6d ALL PLANS, DETAILS, AND NOTES ON THESE o Q0 ELEV. 15# FELT ON la/32" GDX PLYWOOD SHEATHING I GONG. BLOCK WALL • 12" O.G. -�� DRAHING ARE PROPRIETARY AND CANNOT BE w cV AND PRE-ENGINEERED WOOD ROOF USED, TRANSFERED, OR OTHERWISE REPRODUCED U �- 0) � WITHOUT THE APPROVAL OF RENAR HOMES J 0) r' (2)2x4 P.T. W/I/2" DIA. o 00 t< TRUSSES AT 24" O.G. (SEE ROOF NAILING (2) IOd �' J - x COUNTERSUNK BOLTS @ roll O.G. COM PATTERN DETAIL) I ® 24" O.G. VERT = 0 p � w > - a r 2 I/4" MIN EMBEDMENT 3 I/4" TOE NAIL (2) l6d EACH 51DE Z -j 0� Q cfl HURR. STRAP @ EAGH TRUSS II WITH 2" SQUARE X 1/6" " _I m Q co cmR-30 INSULATION REFER TO CONNEGTOR 5CHED. I THICK HURRICANE WASHER SHEATHING PER PLAN $:� � z LL N T R ROOF PLA I I DETAIL AT 2x4 TRU55 TOP CHORDC m TYP. O.H. )o Q ( U �i w � coC� TOP OF BLOCK j l TOP OF SLAB q O o G O R I E__01 BLKG. ® 48" O.G. 2x4 BLKG. ® 4b" O.G. z UO Q U REFER TO EXT. ELEV. 1 w U) H W 1/2" GLG. GYP. BD. L------ PRE-ENG. TRUSSES � O • AT 24" O.G. r 6"xb" U-BLOCK TIE-BM. FILLED ALUM. FASCIA ANDXTfi`IOfi�r'4M 1�lLL TO CL w DRIP EDGE UNLESS W/ GONG. 4 (1) #5 REBAR GONT. T , 2x4 TRU55 BOTTOM (2) Ibd COMMON NAILS AT W EA. 2X4 LADDER FRAMING PRE-ENG'RED PRECAST LINTEL OTHERWISE NOTED GONG. BLOCK WALL GONNEGTION CHORD BLKG. AT SEE SHEET A 4.0 FOR DETAILS ON EXT. ELEV. 4'-0" O.G. REFER TO GABLE END TRUSS GONT. ALUM. FRMG. PLAN 7/16" 055 SHEATHING VENTED SOFFIT OVER GABLE END WOW. HDR HT. (2) Ibd rod roll O.G. Ix4 P.T. � TRU5S 5 FASTEN WITH ' PER PLANS , ROOF EDG ,�,� GOMMON5 TOE PROJECT 41 PLOYGEL SEALANT NAIL EAGH TRUSS RAISED CEMENTITIOU5 NAILED EA. SIDE VERTIGLE WEB P.T. WOOD BUCK TRIM PER ELEV. MEMBER TO 2 X 4 NO. 17-015-023 PER PLANS BLKG WITH (2) 10d ALUMINUM WINDOW (REFER TO - - - - - - - 7 �Q 2x4 45°"CROSS BRACING 2 X b @ 16" O.G. KNEE 5-26-21 ROOF AT 4'-0" O.G. WALL WITH 51MP50N SPH6 DATE DRAWN ROOF- 2n1 I 2r EDGE H/(2)Ibd NAILS AT EA. 2AXL6 BLKG W TH Od AT EAGH 5TUD FLOOR PLAN FOR SCHEDULE) EDGE �.:� I Sr, ® roll O.G. RBNFORGED/FILLED SIMPSON HETA20 • GONG. BLOCK GELL - - - - - - - ` ` ` ` `� �2r TRU55 HEB MEMBER NAIL 2 X ro BLKG TO EACH VERT TRU55 SEAMIST 2215 B1 MARBLE SILL RAISED CEMENTITIOU5 �t 3r 2r / DBL TOP PLATE HITH WEB (24" O.G. MAX) st FLOOR LIV. 1330 SQFT TRIM PER ELEV. I RIDGE I lod @ 6 O.C. 1/2" DRYWALL ON Ix2 P.T. PER PLANS 1/2" DIA L-BOLT lO � Ibd COMMON NAILS 2nd FLOOR LIV. 885 SOFT (6" LONG) W/ 2" - I Ix \ I AT 6" O.G. TO FURRING @ I6" O.G. � 3r 2r HA5HER AT SIMPSON "MSTAM24" AT 32" O.G. W/ 5-1/4" X 2 1/4" 2xb P.T. PLATE - I- - - - - - - - - - - o � EXPAN510NJOINTAT GARAGE 437SQFT R-4.2 FOIL INSULATION W/ 32" O.C. MAX. 2x6 P.T. 2r _. 4 MIL VAPOR BARRIER GEMENTITIOUS GOATINO OVER I -� � �/ TAPGON5 IN MASONRY 4 q-Iod X 1 1/2 IN 2X6 STUD GEMENTITIOUS FINISH HD. BASE DxbxIb GONG. BLOCK .JAMB DETAIL 2� ( t� 2r "� • LANAI 167 SOFT �� 2x4 P.T. W/ GONG. 2xb P.T. FROM BOT. OF - - _ - - - - - - - - - _ - , _ 8x8 U-BLOCK TIE-BM. FILLED 2xb P.T. PLATE 4 MIN. GONG. SLAB I-#5 VERT. BAR TIED INTO (2500 PSI) W/ FIBER #5 BAR DOWEL W/ STD HOOK NAILS AT 12" O.G. HDR. TO GLG. LINE H/ GONG. 4 (1) #5 BAR CONT. CONT. H/ 5/6" DIA. ENTRY 27 SOFT MESH OVER VAPOR AND RUNNING INTO LINTEL 17 I ANCHOR BOLTS BARRIER OVER GLEAN (LOCATIONS PER FDTN. PLAN) VERT. #5 BAR AT EA. REINF. COMPACTED POISON FILL � �� -_ �� �� FILLED CELL PER FDN. PLAN • 32" O.C. OR w/I/2" TOTAL 2846 SOFT - O-O - ZONE 1: rod RING SHANK NAILS a 4 O.G. ON EDGE AND b O.G. IN FIELD DIA. ANCHOR BOLTS TOP OF SLAB 2xb EQUAL EQUAL ZONE 2e, 2n, 2r: 6d RING SHANK NAILS @ 4" O.G. ON EDGE AND 4" O.G. IN FIELD OABLE END SEGTI ON @ VAULT @ 24" O.C. CUBIC VOLUME OF P.T. 1/2" DIA L-BOLT 2xb ZONE 3, 3e, 3r: rod RING SHANK NAILS @ 4" O.G. ON EDGE AND 4" O.G. IN FIELD MIGHAEL G. ANDER50N • FINAL GRADE (5" LONG) H/ 2" P.T. CONDITIONED SPACE _ - WASHER AT NOTE: HOLD FAGS OF GABLE END HOLD FAGS OF GABLE END ichae Digitally 32" O.C. 17720 CUBIC FEET STUCCO STOP AS REQ'D. N .G. MAX. TRUSS IN 3/4" BEYOND BLK. TRUSS OUT I/4" BEYOND ELK. m GARAGE DOOR NA I L_ I NO PATTERN FOR ROOF FOR GEMENTITIouS FINISFt FOR SIDING FINISH signed by - PER LOCAL BLDG. DEPT. - OPENING -J ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. Anderson Michael SHEET - GONG. FT6. PER N FOUNDATION PLAN Date: IIIIII III ELEVATION MIGHAEL G. AI�DERL. lSO�ROO1�7305T OF RECORD Anders 2021 .08.03 TYP. EXT. BLOGK WALL 1020 SW PROVINCETOWN LANE, PORT 5T. LUCIE, FL 34a53 6mO C A AO E DOOR DETAIL (772)41&-2118 12:02:17 PLANS DESIGNED TO MEET THE REQUIREMENTS OF n -04'00' THE 2020 FLORIDA BUILDING GORE-RE5IDENTIAL (7TH EDITION) FL. LIG. AROOI7305 USE SIX GALVANIZED II 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 5HINGLE SURFACE AND PENETRATE 2x8 RIDGE BOA THROUGH THE WOOD DECK BY AT LEAST 1/5" ROOF TRUSSES OR 2x RAFTERS (2)2X W/ PLYWD. @ 24" O.G. CONNECT W/(2) PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE SPACER BEAM Ibd MIN. COMMONS TOE-NAILED 2xb RAFTERS AT 24" O.G. AND I" FROM EACH END. USE 6 NAILS PER 5HINGLE AS NOTED PER PLAN /// TO TOP PLATE I i MAX. - TOE-NAIL TO ALL NAILS TO BE PLACED ON 6-I/8" NAIL LINE 5PH4 (TOP Lam_ __ _--- __ __J RIDGE BD. W/ (2) IDd SEE ROOF PLAN FOR REQ'D -- - - MORTAR JOINTS NAILS ROOF PLATE TO 5TUD STEEL,MASONRY GONNEGTOW TYP. ! STRAP AT EACH MEMBER. 1/4" TO 5/6" 2x4 VERT. STUDS OR wooD FRAMING SHEATHING (TYPICAL) @ 4'-0" D.G. (PLACE ABOVE TRUSS BELO 5PH4 (TOP PANEL 1 SIMPSON 5TRONG-TIE MASTER PLAN REVISION PLATE To I" I'-Oil I'-Oil I" CONNECTOR)AM ANCHORS z =_ (NOMINAL SIZE) AT EA. END OF 2x4 5-26-21 @ 16" O.G. TYP. 6LA55 BLOCK UNITS PRE-ENG'RED SEE VERT. STUD + + + + + + + + + + + 2x GOW T. TACSOEBLOCKINED L5TA24 I i TRUSSES + + + + + + + + + + + (BM. TO STUD -_ -- - NOTE #4 + + + + + + + + + + (1^IAI-LS OVER 10' HT FLAT ARCH CONNECTOR) L -- - -- - -- -- NOTES: PROVIDE BLOCKING @ SEE + + + + + + + + + + 4'-D" O.G. MAX. TOP PER NOTE: NOTE #4 P�IANELOA�N d I. HURRICANE O" O.G.CONNECTORS REQ D �0 + ++ ++ ++++ +++ +++ +++ PLAN ROOF W TRUSS TO PLATE ANCHOR, STUD 1 1 EVERY OTHER 2. PROVIDE "H2.5" SHEATHING + + + + + + + + TO TOP OR SILL PLATE ANCHORS, L- _ _- _-J COURSE OR 16" O.G. AT EACH RAFTER END r _ AND BOLTS TO SLAB NOT REQ'D -- -- - -- - -- --- WHICHEVER Is LESS 3. PROVIDE 2x8 RIDGE BOARD 0 r^ AT INTERIOR BEARING WALLS NOTED WHEN APPLICABLE „1 EXPANSIONL 4. PROVIDE 2x4 VALLEY BLOGKING BTWN. TRU55E5 2x STUD @ FRAME OPNG. ON PLANS A5 SUR'PORTlNG GRAVITY STRIP 8 SEALANT AT LOCATIONS WHERE VALLEY FRAMING DOES tii w 5HINGLE SIDE VIEW I6" O.G. 6" PER PLAN LOADS ONLY (NO UPLIFT LOADS). ® JAMB (Y w (PROVIDE (2) HEAD LOCATIONS NOT BEAR ABOVE TRUSS /� MAX. CONNECTORS 5PH4 (STUD TO BOTTOM (ONLY) ASPHALT EMULSION HAND FRAMED VALLEY DETAIL SHINGLE NAILING DETAIL FOR 5PAN5 PLATE CONNECTOR ) THIN MORTAR e OVER b' OR SILL LOCATION THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER w A+— NUMBER TD MATCH �P GIFIGATIONS HORIZONTAL SPAN IS GREATER THAN &-Oil' q �a \ i� AS NOTED) GLA55 BLOCK UNITS: a X a X 4 (NOMINAL SIZE) C4 HIGH HIND Of STEEI- �jLOPE N.T.S. NUMBER OPENI_NNG �r^ MORTAR: TYPE "S"PER ASTM G 270. V) `�, 1/2" DIA. EXP. BOLT (2 3/4: MIN. REINFORCEMENT: LADDER TYPE,9-6AU6E,2" WIDE WITH BUTT-WELDED CROSS WIRES AT 16"O.G., EMBEDMENT) W/ 2" X Ya" THICK WASHER @ HOTT DIPPED GALVANIZED. 24" O.G. (PLATE O SLAB CONNECTOR) PANEL ANCHORS: 20 6AU6E PERFORATED STRIPS,24" X 1 3/4",HOT-DIPPED GALVANIZED,AT BOTH FIN L�. /� JAMB AND HEAD LOCATIONS ANCHORED WITH#10 X 11/4" LON6 PANHEAD 5CREW5 WITH#10 �•J [T� GORNER WINDOW TOP — FRAME BRO. HALL TO 1^IA5HER5(2 PER PANEL ANCHOR) OR(I)3/16"X I 1/4" HILTi KWIK BOLT II. C) GOR qNC- To NAILING FIN A EXPANSION MATERIAL: 316" THICK POLYETHYLENE TYPE. GEMENTITIOUS GOATIN& ON ( l �j C 6-,f� LATH OVER 2 LAYER5 I5#L GONNGTO ? DT ILFLASHING — SEALANT: SILICONE TYPE. FELT OVER I5/32" GDX TAPE — . -` . — — . - - EXT. WALL OR INT. BRG. WALL PLYWOOD OVER GABLE E GORNE CLASS BLOCK INr�' T LLI�cTION cy)FLA5HMETAL TAPE IINO I 2X4'5H @ Irbil O.G. [~ FLASHING (4) 10d NAILS I 12 Q TAPE 51D PROVIDE 2X6 LEDGER ° "� 6 FIBEROLA55 SHINGLE5 FLA5HIN BOARD FOR FIRST FLOOR ° I OVER I5# FELT ON O ROOF TRUSS BRO. - PROVIDE 2X4 BLK -t/16" OSB TAPE PLYWOOD SHEATHING ATTACH LEDGER TO EACH @ 16" O.G. BEHIND ° 1 OVER WOOD TRUSSES SECOND FLOOR (3) IOd NAILS — — I STUD W/ (4) 16 5 BRO. WALL HT. G ABLE END TRU55 SIDE GHEGKRAI I +I�'-4" A.F.F. o TOP OF BLOC FLASHING — CEMENTITI❑US FINISH -'—'-- - — TAPE _ . — . — — . — — I ❑N METAL LATH PER PLAN WINDOW 1 s BOTTOM SILL FLASHING 2X FASG 1 A TAPE I BOND BREAK #1 51LL FLASHING TAPE I LO #2 WATER RZESITIVE I W/ DRIP EDGE I. OUT THE WATER RE51TIVE BARRIER (!C) r - TER RE515TI VE r �, ARRIER ,/ I BARRIER SHEATHIN C2) LAYERS 15# ••' • ... 2X4'S @ Irbil O.G. r �� FRAMIN FELT P.T. 2X4 LEDGER BD. :.." II2" EXT. GYP. BD. - o 0) -1fTT GUT ___ W CV I R 1 1'-4TH GUT, _ 1 W/ I/4" DIA. TAPGONS FASTEN TO FRAMING,NC W/ cfl I FROM EACH TOP r _ —� I MEMBRANE BRIDGE 2- 13/4"Xfb" H. I I 3�1 i MAKE A 6 GUT UP I LVL BEAM (2-3/4 MIN. :� U I I DRYWALL SCREWS AT 6 J — 1 CORNER AT A 45cD I I I FLASHING FIRST FLOOR 2'-Oil O.G. MAX. W J fn co x GUT xrERIO EMBEDMENT) 5PAGED I ANGLE TO ALLOW I I I BRG. WALL HT. ib" O.G. o Uj Q 00 THE WATER BARRIER 1 = rr p CV ,1�4s�i YP I TD BE LAPPED ; ; 1 +8'-0" A.F.F. ROOF A T SLIDING 51 MPSON LU24 Z W > o T ROOF TRUS - C) � o <2ND; OVER D3 N TAt+TE 16" HIGH FLOOR TRUSS AT GLASS D O R DETAIL-1 STORY @EACH JOIST! U. =, CO p G�1 I FLASHING / CONTROL LEDGER BD. GONN. Z N r O -- GUT _ I WINDOW. O i 24 O.G. m Q m U W tD i QUOCc\ U -------------J JOINT H I FIRST FLR. STUD z0 ¢ h 2. FOLD THE WATER RESISTIVE BARRIER (10). FOLD 51DE AND BDTTOM FLAPS INTO THE I I BRO. WALL � H W I LO ZO OPENING AND STAPLE TD IN51DE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN L_______ I 3. APPLY SILL FLASHING TAPE #I. OUT A PIECE OF FLA5HIN0 TAPE 12" LONGER THAN 1„ STUCCO FINISH ON M THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (IE) 50 IT BLOCK (j W OVERHANGS I" TO THE EXTERIOR. z m 3/4" DIA. X 6" DEEP HOLE FOR I j NOTE: THE TAPE IS GUT 12" LONGER THAN THE WIDTH 50 THAT IT WILL EXTEND 6" UP 3 EACH 51DE OF THE OPENING. #5 BAR SET IN EPDXY ADHESIVE H 6' w a 4. TAB THE SILL FLASHING TAPE AND FOLD. GUT P WIDE TABS AT EACH CORNER d2" Y2" T, I DETAIL � TOP OF BLOCK WALL FROM EACH 51DE OF CORNER) (IF) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY Y2° A(a.l PH4 EA. END OF BM TO ADHERE IT TO THE WATER RESISTIVE BARRIER. $ @ 16" O.G. GROUT SOLID AT 4 FLASHING DETAIL AT ROOF TOP OF CELL 5. APPLY SILL FLASHING TAPE #2. GUT A PIECE OF FLASHING TAPE 12 LONGER THAN ROOF II DO NOTHE T EALLOWIDTHE TAPE APPLY TO EXTEND PAST THE INTERIOR FACE OF BY THE AFRAM NG (1G). (" FRAMING ❑N MASONRY TRUSS OPENIN APPROX. 4"W. X 24"H. 'I PROJECT OPENING IN WALL ' 25" MIN. LAP OF R?EBARZ5 NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. I NO. 17-015-023 I 5 II I \` LVL BEAM I 3,00E PSI CONCRETE FILLED DATE DRAWN 5-26-21 CELL W/ #5 BAR (3TOSTTUUD4 CONK ECTTOR 1 SEAMIST 2215 B1 r 1 (4)2x4 STUD COLUMN 1 I st FLOOR LIV. 1330 SQFT E L5TA36 5TU (3)LSTA36 STUD ��RE INSTALL 51MP50N HT5MI6 TO STUD I 5AWGUT I W. OPENING IN WALL nd FLOOR LIV. 885 SQFT I. APPLY SIDE FLASHING TAPE. GUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE I 1 W/ (b) IDd NAILS TD TRU55 ATTACH TO STUD CONNECTOR I FROM TOP TO 130TTOM FOR FULL B RE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND I STRAP TO LINTEL W HEIGHT BAR PLACEMENT INTO GARAGE 437 SQFTI (4) 1I4" x 2-I/4" TAPGONS I CELL - FILL SOLID W. GONGRETE ONTO THE WATER RE51TIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE I I Ln Q1 PROVIDE SOLID STUD WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN F1Rir41 Y� 1 cf5 O 1 2 p BLKG. IN FLOOR TRUSS SPACE 5AWGUT APPROX. 4"W. X 24"H• !I� OPENING IN WALL LANAI 167 SQFT I PRE-EN61NEERE I 2. APPLY TOP FLASHING TAPE. GUT A PIECE OF FLASHING I i I I ROOF TRU55 L „ 1; ENTRY 27 SQFT TAPE LONG ENOUGH TO GD ACROSS THE TOP OF THE I 1 2 I 1 51MP50N STUD TD SLAB TOP OF SLAB HTTI6 25+� MIN. LAP OF REBAR5 I I ! II WINDOW AND EXTEND AT LEAST I PAST THE SIDE FLASHING I I TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP O r\ 1 I 3 ! GONNECTOR i TOTAL 2846 SQFT NAILING FIN AS SHOWN.NOT" W 1 I I NOT" DD NOT TAPE OR SEAL THE DTTOM NAILING FIN. i 5/5" DIA. THREADED p, I I r _ �� ROD (b" EMBEDMENT) IN 3/4" DIA. X 6" DEEP HOLE FOR 3. FOLD DOWN TOP FLAP OF WATER RE-515TIVE BARRIER I I I £ IoRvl CONCRETE LINTEL EPDXY z #5 B CUBIC VOLUME OF w MIGHAEL G. ANDERSON CONDITIONED SPACE _ (3G) I I I � BLOCK FILL WITH FILLED DRILLED HOLE � LillI I I CONCRETE SEE ADDED 4. APPLY FLASHING TAPE TD DIAGONAL GUTS. GUT PIECES I I I OF FLASHING TAPE AT LEAST I" LONGER THAN THE ����.� I I 3 I PLANS FOR 2x4 P.T. 1"'c D D�D I��(N�. �I L�D 17720 CUBIC FEET DIAGONAL GUTS IN THE WATER RESISTIVE BARRIER. APPLY I I 51ZE AND LOCATION PLATE BLOGK GEL.L DE fA I L M i c h a e Digitally THE TAPE COVERING THE ENTIRE DIAGONAL GUT IN THE I I g Y s e SHEET HATR ISTI VE BARRIER AT BOTH UPPER CORNERS DF O I I THE HINDON. TOP OF SLAB DR LLED HOLE TO BE GLEANE PRIOR -1by M i c h a NOTE: BE SURE TD OVERLAP THE TOP CORNERS I ► Anderson(3D) I I MIGHAEL G. ANDERSON, AR BE HIGH TRENGTH PE Date: ALTERNATE TRUSS ANGHOR DETAIL 2 2-STORY STUD COLUMN FL. LIG. ARooT o �8' GLEAN ND OIL FR n d e rS 2021.08.0� 6ml U 4 N.T.S. A6 I 1020 SW PROVINCETOWN LANE, PORT 5T. LUCIE, FL 34g53 12:02:34- 0 GONNEGTI ON DETAIL (T72)418-2118 on PLANS DESIGNED TO MEET THE REOUIREMENT5 OF THE 2020 FLORIDA BUILDING GORE-RE5IDENTIAL (ITH EDITION) FL. LIG. AROOI7505 �r � I II II II II { � BL_OGK wALL BELow ( I (2)siws 1•HErAwl I I STRAPS CONNECTING I SABLE��TO PLAN REVIEW REVISIONS I sIMIPSON'SPH4• I EACH STUD TO PLATE NOTE, WHEN EXTERIOR 5FEATHIN6 EXTENDS TO BOTTOM OF FLOOR TRI)%NO SECOND FLOOR 57W To FLOOR TRU55 STRAPS ARE REQUIRED. SHEATHING PROVIDES CONl2f 51MNECTING L52ND STRAPS REQUIRED UPLIFT LOAD Fr5WIREMH4r. AT THESE INDICATES&ABLE END RNER DUDS O( STORY LOCATIONS,PROVIDE SIMP50N'MT512'1ST FLOOR FLOOR T GORNH3R STUDS FLOOR TRI)SS-LOCATE GABLE END STUD TO TO fLOOR TRU55/2x4 RAIL AT FRAME WALL FROM CORNER EDGE 1 • LOCATIONS OR 641- M'HETA20'AT BLOCK TO FLOOR TRUSS LOCATIONS. PLAN MASTER PLAN REVISION 2x4 CORNER WALL 1 / 4 STIR 5-26-21 51h1P50N"5PHH4'AT 24'H.2x4 SPACER IN GAP FACH ABOVE WALL SILL PLATE STUD TO PLATE AL16N STRAP IN CENTER OF "✓ STUD DO NOT PLACE STRAP JOINT BTHK STUDS-AL16N 50LID ELKS.BELOW O INDICATES GABLE END OOR 71465 r` coFLOOR TRU55 SIM4'LSTA36'STRAPS F� " SIMPSON"MT512"STUD OVER EXTERIOR SHEATHING TO FLOOR TRUES/2x4 FLOOR SGES�TRIPCONNECTING 2ND STORY L J RAIL CORNER STUDS TO&ABLE END FLOOR T KIN-PROVIDE SOLID BLOCKING FOR STRAP NAILING W q 'N4T5i2°AT EACH TRU55 TO BOTTOM FI�?,GLA55 SHIN16LE5 OVER 151H FELT(2° PLATE SIDE LAP,4'END LAP ATD GAP NAILS AT 12'ON CENTER EDGE 24.ON CENTER FIELD) 12 ON I9/32'COX PLYWOOD SHEATHING AND PRE-)NSINEERED WOOD ROOF TRI)SSES A7 2x4 OR 2xb RIM BOARD(5) NAI24" IN CENTER N DETAIL !SEE ROOF r` 1.._ o f►� PROVIDE SOLID BLOMN6 NAILING PATTERN DETAIL FOR SHEATIN6) I•� �•I -FLOOR TFLEGES BTWN.AT 5 ANGLE NAILING DET'AI _Ax xg, /y\ x x x x Z' V SIMIPSCNd'SPH4'AT I I I EACH O STUD s0 PLATE u u W 6ALVINUED METAL OR O ALLIMIMJM DRIP EDGE OVER HURRICANE STRAP AT EACH 51MA'S0N'LSTA36'STUD FASCIA TRUSS SEE ROOF PLAN TO STUD BLOCK WALL- \\__�2)5iMP50N`HETA20°STRAPS BLOCK WALL {� CONNECTING FLOOR TRUSS TO R-30 INSULATION r�, CO -I GONG.BLr_WALL-NAIL TO ^y �\ n INSIDE FACE OF&ABFLOOR LE END w C� �31- TRUSS �`��. All 0' � �/./ 1 \1 \/ T-V I V\\/ //^^ 1l t-� t- t�l t /^ END E L E X . DIAPHRAGM AREA FASTEN WITH 3d NAILS (5 Imo,.B E TRUSS i.�I I S S FASCIA X �ALUM. As 4•R1 CENTER FIELD AREA AT 71 ON L�J/! �L/.t._L 1 \lJ�J O✓(32 2 X 4 CENTER I W ,{ SUBFASGI1/2,GYPSUM Bo SIDE / GONITNUOU5 2 x 4 DOUBLE TOP PLATE WITH O j_ \( . SIW50N 5PH4 A7 EACH STtID ` -- CONTINUOUS ALUMINUM VENTED SOFFIT STUDS UNALIGNED CONTINUOUS 2 X 4 SOLID WALL BLOMNS BETHEEN FLOORS AS HELL A5 STUDS UNALIGNED 2ND ST"r. GORNER HOLD-DOHN DETAIL ON EDGE OR FLAT ATSHEATHINGJOINT. NAILS ARE FERMI TTED TO PENETRATE 2'X H/ FLOOR TRUSS OR NO RAIL BD. PRE5E5NT 4'BLOC.KINS SET ON EDGE. R-II MINIMUM INSULATION REFER TO ENERGY CALCULATIONS FOR REWRED INSULATION. 4 DIAPHRAM BLKT ) 24'O.G. ca-v TITIOUS COATING,ON LATH OVER!2) GONTINX�US ACROSS 1ST(2J C4406 BAYS LAYERS 15*FELT OVER 15/32'CDX PLYWOOD G04�G7 TO EACH BOTTOM CHORD W/ SHEATHING SEE DETAIL FOR REQUIRED NAILING -CONNECT TO FLOOR (4J IOd NAIL-7 2 X 4 S7U� D5 a Ib'ON CENTER � CONTINUOUS 2xb TOP RAIL T TRU56 W/(b)Ibd NAILS NJOUS 2 X 4 BOTTOM PLATE r CV PROVIDE coxrlTtlow a x 4 roP AND BOTroM RAIL SHEINSS NAILS AT 3'D.G.EXT. C NW:f TEO TO FLOOR TRLW WITH(4)16d (2)ROWS AT 2X5 TOP RAIL NAILING PATTERN NAILS.BOTTOM RAIL TO BE X 4 (2) ' N ROW AT 2x4 BOTTOM RAIL `PR�RE TREATED. W FLOOR,NAILED AND�WI NAILS e � C/ � X CONTINUOUS 2x4 BOT.RAIL t. . �w 12'ON CENTER IN FIELD AND 6'ON CE34TIM w (n -t CONNECT TO F100R : • • 51N4PSON°HE7A20°STRAP AT PANEL EDGES _ Q °5PH4'AT TRU55 W/!4)Ibd NAILS t AT 24"O G.PROVIDE P1 ENGINEERED PLOD TRLU55E5 0 24'ON O CC 0 EACH 0.:t' SOLID 2x4 BLK&.5TM. STUD TO PLA (2X4 P.T.IF IN CONTACT W/ •} ' °e TOP/BOT.CHORDS WHERE CH34T�2 MAXIMUM.PROVIDE DRAFT w ® N STRAP TRUE V OTTTGAL ALIGNI STOPPING TO SEPARATE CEILING AREAS NO z T ' 15/32' PLYWOOD GREATER THAN 5Q05.F.PER 2004 FLORIDA J O cC) BUILDING GORE 2305.2 u J m O 00 CV I SHEATHING OVER h T I WOOD TRUSSES m WLL 0 ' CEMENTITI❑US Q U qg CV U 1 •oR9yH BOLT OABLE END FLOOR LATH ON METAL H O Q h j� I LATH t. � STUDS ALIGNED STUDS UNALIGNED ALTERNATE FLOOR TfiRU55 1� T11 I BOND BREAK °A DIAPHRAGM AREAFASTErIWiTHsdNA1L5 (0 O BETHEEN FLOORS BETHEEN FLOORS I a r 4'RAG ARE FIELD AREA AT 7°oN TRUSS END RA I LS In`GYP"BOARD Cl) W T INTERIOR EA RI NO !MALL_ STi�RAFF)I NO BTIK O LSAT ART OF C2) LAYERS 15# � 5IMF50NHETA20ATEAGH FLOOR TF4r-,S B7WN.RAILS AS PARS of STRAPS AND BOLTS NOT REQUIRED AT INTERIOR FLOOR TRUSS H3VD GONLST. ! FELT FIT LLAPLL 1InARALLEL TO L�TRAPAL W EACH BEARING WALLS NOTED ON PLANS AS SUPPORTING I nazs VERTICAL(24'oN CENTER MAxIMUMV F- GRAVITY LOADS ONLY(NO UPLIFT L.OADSJ 8d NAILS AT 3"O.G.AT ROOF T OR 2x SEE ROOF PLAN FAR SCREW • wotr 6ALVA IZED METAL WEEP SHEATHING EDGES- RAFTERS A7 241 O.G.- REQD MEMBRANE BRIDGE ' STAGGER NAILS BTNNI STRAP AT EA.MEMBER ' FLASHING V "` b X b X 16 CANGRETE KNIOGKatr BLOCK GOt-'IMOT W/TOE-NAILED MIN. ' ".� Top COURSE FILLS WITH GdNGREm AND(1} PANEL C FOE-NAIL. >a5 BAR CONTINUOUS ALL REQUIRED HANDRAILS SHALL�ONE OF THE FQLJ_OWIN6 TYPES OR PROVIDE TO TOP PLA , EQUIVALENT GRA5PABILITY. TYPE 1. HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE REFER TO HEADER DIAMETER OF AT LEAST 1 1/4'AND NOT GREATER THAN 2'. IF THE HANDRAIL IS SGH�IAS FOR SIZES I � �� ONE*5 BAR DQV4<]..TIED TO 715 BAR DOME. NOT CIRCULAR,IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4'AND HOT --=--==---- ---=-==- -- i !L `: REINFORCEDAM TPC CONCRETE REBAR ETE FATE CH A5 PROJECT GREATER THAN 6 1/4"WITH A MAXIMUM GROSS SECTION OF DIM3151�1 OF 2 1/4'. NOTE.ALL NAILHEADS ---L T-----r r-- •- 1'I-- •-- • LOCATED PER ONCRETEFOUIVAT FII PEAKS Ha SHALL HAVE A MINMUM RADIUS of OAT•. I•I I•I I I 51MP50Mt`5PHF4'AT Ib•OZ. FLASHING / C❑NTR❑L R-4 MINIMA INSULATION REAR TO ENERGY FADE THE ATwN6 • : --CALCULATIONS FOR REGRJIR�INSULATION N O. 17-01 - 2 TYPE 11. HANDRAILS WITH A PERIMETER BOTH SIDE THAN b PROFILE. HAVE IN � BY MORE THAT THE � I I I I 4 5 0 3 ACROSS HEADER SPA" JOINT q 6RA5PASHA FINGER RWGF56 AREA ON BOTH SIDES OF THE PROFILE. THE FINGER BY TwGICHF56 •I I•I EACH ST T ' In'GYPSUM BOARD ON I X 2 MINIMUM THE TAL:SSLEST SHALL PORTION WITHIN A DISTANCE OF 3/4' VEmE. A DEPTH H OF AT FROM F( F I �� •,4. TREATED ON I XG a NI M THE TALLEST PORTTON OF THE PROFILE AND ACHIEVE A DEPTH OF AT!EAST 5/Ib' -_J _ __LL__- ll___--1 - OWTER WITHIN 7/&'BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTHON A STT o 'L 5-26-21 SHALL CONTINUE FOR AT LEAST 3/8'70 A LEVEL THAT IS NOT LESS THAN 13/4° • GENEidTITTOIYa GOATTN6 ovER b x b x tb DATE DRAWN BELOW THE TALLEST PORTTON OF THE PROFILE. THE MININAIM WIDTH OF THE -- ----R'----TI -- -- • u CONCRETE BLOCK HANDRAIL ABOVE THE RECESS SHALL BE I I/4'TO A MAXIMUM OF 2 3/4•. ED6E5 8d NAILS AT b'OG.AT I I I I i HOOD BASE SHALL RAVE A MINIM RADIUS OF OAT•. FIELD STUDS ( I•I I•I OPENING LIMITATIONS, I( Li2x4 CONTINUOUS 1 `.: 4•MIN1MtJM CONCRETE 5LA8(2500 P51} S EAM I ST 2215 B 1 RA I�LISI SHEISHTW4IC44 NOTAL LOW PVE�A661 ABBE OF A SS PI 4'TIN DIAME ER. ` I•I I•I To THE L I IH EDGE OR i tl THE TRIAN6IA_AR OPENINGS AT THE OPEN SIDE OF A STAIR FORMED BY A RISER, 330 SQFT EDGE THING ��AT -AL16N WITH TH �� CEMENTITI❑US Z B® t,j FIBs1I�Es1+oR b x 6!ono wH�T ovER 4TERMITE OR ARIQJ R WITH CLEAN COMPACTED TREAD AND BOTTOM RAIL SHALL NOT ALLOW PA65AGE OF A SPHERE b'IN I I I I MID-WALL HT.IN No I C❑ATING ❑N BL❑CK I WITH(4)OR MORE �. I St DIAMETER. -z � I•� I•I SHEATHING) I ndFF FLOOR L V. 1885 SQFT Li " 'I • 'Y ' GARAGE 437 SQFT TOTAL STAIR RUN 0 I I I I { FINAL 6RADE S �•:e•..'. . •• bd HAILS AT 3.O.C.AT I , * ` MINM TREAD(NOT INGUDIN6 NOSING)-Io•WI SHEATHING ED6E5- MU I•I I•I L5TA24`STRAP STD NAILS B•TYk I I I I 2x STUDS AT ( AT HEADER STIR TO RIM 1`NOSING PANEL EDSE6 t I•I I•I '-- IB•OZ. z �' �'• 4 T:6 PLYWOOD SUHR.00R I I I BD./BLOGKIN6 FOR - ' ' ' ���B E T�I'nEV TToL'FOOTILTIN GELI. LANAI 1 67 SQFT Li OPENN55>5'-O' :' :a " ' I•ILl AS LOCATED PER FOIANDATION PLAN. NO STRAP REQUIRED AT I �I'-8'• IXIO STRI FLOOR TRUES " " STUD TO PLATE IF ( 2x4 QR axb RIM BD.BT11t4. FLASHING DETAIL A T FLOOR FRAMING �1`' MAwMUM MONOLITHIC 51AB EDGE FOOTING PER ENTRY 27 SQFT I•I SHEATHIM�GONTTNugtS I FLR.TRUSSES-CONNECT F 7JN ATION PLAN TO BOTTOM OP FLOOR I•NOS�N6 bd NAILS AY 3.OG. I I I I I TO TRU56 W/(4)I6d NAILS TRUSS NAIL(2)294 TO BOTTOM OF HOR1 PLATE�'LL I•I I•I ❑N MASONRY FLOORTRU5512 ORLG551N TYi�IGL_ XT. 2-STOfiRY l�ll_L_ SGTION TOTAL 2846 SQFT 2XI2 TREAD / _ DEPTH FLOOR TRUSSES AT 34 PLYWOOD RI / ---_ -- 24'O.G. ax4MED. NGBTVtL =— r, --7-7--- •---7-r --r -- CUBIC VOLUME OF RIM BD.AT ALL 2x4 P.7.RIM BD.BTW4. SCALE In'=1'-0' / 2X6 STAIR L -CONNECT TO FLOOR SHEATHU46 I ('I I'I i I 2x4 BLOGKIN6 BTW4. I T 4) is ' ' ' ' ----i�-- —S�SHEATHING CONDITIONED SPACE _ TRU55 H•u t2J-rod NAILS AT b•OZ.MAX __i __�i_ I MI GHAEL G. ANDERSON 17720 CUBIC FEET m OR EQUIVAL.H3'TT' .� .., ..' CONNECT CARRIAGE TO LEDGER W-10 IZ W 2X1 d TOE-N D 8d NAILS AT 3•Q.G.HO COMMONS STAGGERED EACH PROVIDE DOUBLE�W OF AT TOP AND BOTTOM Rim SDE ALTERNATE I Digi t o I I y s i g n e CONNECT RISER To OP RAIL I.L.O.NAdLIN&TO FLOOR BDOR TRUSS CHORD E ,ax4 SOLID BLOCKING •ChaeITR56 ELK&.BN .TRFAD WITH l NAtLS by Michael° 5�°� SHEET 2 CARRIAGE AT 51D5 AND >5-0 Anderson Nn d e r s / CENTER OF STAIRS WITH 2X5 F / SPACER AT AIDE WALLS- GONG.BLOCK EXT. -- 51MP50N°OR TRIES STRAP AT ARCHITECT OF RECORD MIGHAEL G. ANDER50N, Date: GONEGrSPA TO EACH HALL /�) NO &ABLER FL. LIG. AROOI�t305 2021 .08.0E 5TID L^I17T4(2)IQd COMMONS AWIRM EXT. Y `LA L_L_ S H E A TH I I `l O TRU55 , F020 5H PROVINGETOHN LANE, PORT 5T. LUGIE, FL 34c153 2X4PT.KIGGPLATE DETAIL T 2-STY. 2-STY. n 12:03:09 -04 0 (�t2)418-2118 REQUIRED NAILING PATTERN AG, HALL G O NN E G TO fiR DETAIL_ PLANS DE51 GNED TO MEET THE REaUF REMENTS OF NOTED FOR SHEATHING TO AGT AS TY P. STAIR S E G T I O N UPLIFT LOAD AND F OOR BETWEB4 "'""-5� ''� T THE 2020 FLORIDA BUILDING GODS-RESIDENTIAL (7TH EDITION) FL. LIG. AR001-7305 1 i i i PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-26-21 1 F I LLER N � H3 24 H 624 �' w 0 0 0 0 O t 4 H3 42 MIGRO 424 OPEN TO H21 H36 H24 H w �.,, � 4�10 42 FAMILY LY ROOM _ 42 42 42 4 f.� = 0 00 � o 0 0 0 0 SINK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W O BE30 B24 5BI 36 Bcf B54 B24 q Q-) DH RNA REF PANTRYF I LLE FILLER ' � O �~ co \� K I T . AT REF ./RNG . < IT . AT 51 N< KIT . AT GAE3 . -HALL w �-4 N co E-4 �-4 c � 0 HALL MTD. LT. HALL MTD. L M{RRO MIRROR MIRROR LO M.G M.G. m \ o m�/� T \1/ LAV LAV LAV LAV � co — }- 1- o 0 0 0 0 0 o 0 o uj � c) < 00 0 0 ® _ Q N _ w CV ii 0 1 Z 14 �'< O m < O V 2�7 �JCflQ r� CV m __.! r 3/4" M I GA TOP > } F— v m w ON SHIM SCREHED TO SEGURE °C U or � U VB60 H.G. VBTD42 z O ¢ � FILLE (Z c~n z I X 4 TOP PLATE M . BATH VAN I T'r 2ND FLOOR BATH 3 PHDR . coa- W _1 HOOD TRIM NOTE: NO REVEAL BETHEEN BACKSPLASH AND TOP 2x4 STUDS PROJECT AT 16" O.G. NO. 17-015-023 m 1/2" DRYHALL DATE DRAWN 5-26-21 mNOTES : SEAMIST 2215 B1 KITCHEN I. BATHROOM TOHEL BARS AT 54" A.F.F. lst FLOOR LIV. 1330 SQFT BASE CABINET 2nd FLOOR LIV. 885 SQFT 2. BOTTOM OF MED I G I NE CABINETS AT GARAGE 437 SQFT 5O A.F.F. 3. TOP OF BATHROOM SHOHER TILE LANAI 167 SQFT AT -7'—O" A.F.F. ENTRY 27 SQFT 4. SHOHER HEADS AT 6-8" A.F.F. TOTAL 2846 SQFT 13ARTO P D E TA I L CUBIC VOLUME OF MIGHAEL G. ANDERSON CONDITIONED SPACE _ Michae "I"'lly 17720 CUBIC FEET signed by I Michael SHEET Anderson MICHAEL C. ANDER50N, ARCHITECT OF RECORD Date: AM Agm%h FL. LIG. AROOI-7305 n d e rs 2021 .08.037mu 1020 5H PROVINGETOWN LANE, PORT 5T. LUCIE, FL 34c153 12:03:22 M2)415-2118 on PLANS DE5I6NED TO MEET THE REGUIREMENT5 OF -04'00 THE 2020 FLORIDA BUILDING GODE-RE51DENTIAL (1TH EDITION) FL. LIG. AR001-1305 LOW AK ; PLAN REVIEW REVISIONS trlam Palsy s1 „Y ° =MOW WAOE /9 rX t0M,9 eaw SUPPLY DUCT _— — MASTER PLAN REVISION CSUNG 5-26-21 t!� JtiFll+tl�b�lL f��"ff�'L40WNS --. . 1x 14-0 AC V #M 04M MP.) �, WALL m Ct�lGl�Ji` "UCn 06 WROMW U00a UwOA i PRIMARY AIR. COOLED CONgENSING UNIT SLAB MOUNTED, .: . R > DRAIN ILLE W W DRYWALL STAND 1R/A 12" 1R/A s " . . DETAIL 150xcoM 10x10 150 CFM � d W C 10x1 o I I R F. 150 CFM ! +4 l 7» i 10X10 I I ! 150 CFM fl do DW (j 0 v SINK N/ "� � 12 ! 1 DISP. I I 7" 100- CFM 7„ LO L--------------- U-) 6X6 6X6 125 CFM 4,25 CFM I LU U (CO, _? __-.------ _..._ ..._..._... ..-...--.--__-_____.--.--Hea�rrg System Co©lln��g 5e�rri --� Q - - Type: Air Source Heat Pump Air Source Meat Pump �, Uj ~ Q i_ ao Model: CH14NB042*0**A* CH14NB042*0**A* ® Q N 5" 6X6 p DRYER VENT indoor Model: FB4CNP048L Z Q _j E ( _ Brand: JLn0 � N 25 GFM 6 6 -- --- - ----- 6X6 41XH 50 GFM 4== Description: Air Source Heat Pump Air Source Heat Pump = Z 50 FM Efficiency: 8.2 HSPF 14 SEER C>0 W ts. N Sound. 0 0 OC " - D. 8X8 1699 10" » Capacity: 41,000 Btuh 40,000 Btuh <C n IL) I I 4' I75 14 sensible Capacity: n/a 3.0,000 Btuh ® <t 1 ! _ DOWN 6°' Latent Capacity: n/a 10,000 Btuh CE U H LU I I Fw. AHRI Reference Na.: n/a 9182731 � � Q4" FAN `\ x1 � A CL 12X12 , 4" FROM 8WH OIDO 100 CFM W 300 CFM LTA&--AOOR I* ROUGH-IN 6x6 EXH 50 CF 10" `\` Preferred Air Conditioning & Mechanical, Inc, FAN ` ` 1643 Donna Road West Palm Beach,Florida 33409 ` 101:561 +9-1 /F:561-478-0089 REF. LINES 831 S Kinds Hlghwa Port Pierce,Florida 14X14 RUN IN P:772-878-7577/F:772-878-7510 22x54 ATTIC` h FLOOR CAC1 17665 R/A == ACCESS PROJECT g �v' TRUSSES V _ 'Zioxio AIR �9°! R/A NO. 17-015-023 COND. - - 6 x �- DATE DRAWN 5-26-21 SEAMIST 2215 131 6" / 1 St FLOOR LIV. 1330 SOFT s"\ /9" rid FLOOR LIV. 885 SOFT 100xCFM I 100xCFM GARAGE 437 SOFT 10X10 10X10 LANAI 167 SOFT R/A R/A �,�-, ENTRY 27 SOFT Ea TOTAL 2846 SOFT N\/A� ��A N MIGHAEL c. ANDERSON CUBIC VOLUME of LL1 NDITIONED SPACE _ SCALE 1/4" = 1'-0» Digitally 720 CUBIC FEET ichae signed by Michael SHEET Anderson AM ANNIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: FL. LIC. AR0017305 AnderS 2021 .08.03mom 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 12:03:39 A %ROW (772)418-2118 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 s Typical CornerSet Specifications (UNLESS NOTED OTHERWISE) * NOTE:ALL CEILING DROPS BELOW BEAM ARE Aal .0 .0 N > o H a o 0 Attach End Jacks BY BUILDER. (UNLESS NOTED OTHERWISE) _ U uu' E N Attach KingJack w/(3) 16d Attach Corner Jack w/(2) It v L = = -� L 4 - 1618" � �� w/ 4 16d ToeNails TC - * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW � I►` o a 21 4 ToeNails @ TC & BC 16d ToeNails @ TC & BC I. E & (3) 16d ToeNails @ BC , 1 TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING N ) ` o i 1 -6�4 DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL N _ �, STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE = 2 - �' o o N L01 Q I INDIVIDUAL GRAVITYANDI UPLRFT LOADS ING INGS FOR � N 2 a) c o p c n o Y t a FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ¢o o ' o ° r, Za) 2 � L02 AND/OR ENGINEER OF RECORD. t a •? m a) Q CLG @8' N � � •'N-' r o = c ca C22 N � L REPRESENTS THE LEFT SIDE v� i ° N a o • L02 \ ' — OF EACH TRUSS DRAWING a 6 N Q E Q- a) N o Typ. Corner Jack Placement--- 1' 10-15/16" 2'0" 2'0" 1'1-1/16" �" ° � ° C - w L02 ( NOTE: REFER TO SIMPSON CONNECTOR o 2 2 E 0-Lm° c CATALOG FOR INSTALLATION DETAILS m i t t - = ,6 2 2 ►V z) � m ° .� aiom � A LUS24 (� HHUS46 Q - - _ r ma c ) N E .� L02 21'4" B LUS26 J THA422 R - - - o o E,2 " � - ca ) c o > - v L02 A02GE (; HUS26 K MUS26 S - - - --a N m A01 GE FL03GE i D HUS28 L THJA26 T - - �, •� �' N Y [2 -a) m c � o 'a) rn A02 119114 W o o Uj E HHUS26-2 M - - - U - - o 0 (D (D '(VA o c o rn m rn N N _ F HHUS28-2 N - - ' V - - - LL IL _ j- o nU N v c C) O -ZOEa`°irn � aio $ 51411 1.Y Uj \ _ _ _ — _ 0I` m c O w � 0 AAG LUS46 P �( o 02 omo � 12'8" CY7 N 12'8" - HBB HANGER BY BUILDER BBB BEAM BY BUILDER 2 o � A02 _ cCD at jD - Z LSTA12 @ TC & BC * NOTE: LSTA STRAP o � a o , 13' Zt INDICATED TO BE USED IN 0° 0° o .L LSTA12 @ TC CONCORDANCE WITH �' 'N N mLm � w � ._ o A02 N \ m Zb LSTA12 @ BC CORNERSET DETAIL. ° "E y L °' o NMEM — v o aim � °- °° ° o LOADING ROOF FLOOR WIND LOAD LID d LIVE LOAD 20 40 ASCE 7-16 '�,o � ) A02 00 o c C" v 3 a) •= ui 8'4"14 ~U DEAD LOAD 10 10 165 C IT 3 a � ` w N N > LIVE LOAD 10" 0 Residentiai - CAT II 0° W = O _ .> A02 N CONVENTIONAL =_ O W r- L cm a �' � FRAMED BY BUILDER H� Lo �' ° aa)i ° a, = crn N U m v DEAD LOAD 10 5 Closed (D •_ g z m ui 0 m cL A02 o TOTAL LOAD 40 55 FBC 2020 RES ¢ `� = s �° � E () N O = a) O O -a w -O N CLG @ 17'-4" C p 6 2 o _ N N Z u°, A02ZI z DURATION FACTOR 1.25 1,00 TPI 2014 L N 0 •N o r- V- v = moo N c ., m N U) REV DATE BY REMARKS a _° �v 10'10"4 N O $ avi .� � � E ° ate A02 1 1/13/2021 ms a) M o ` 2 -S = 0U � i n PPER `s a p a U t0 O N 1 10 8 2 1/13/2021 MS 3 L a) d U •> U +0 3 c m � V) FL01 HIGH HEEL TRUSSES STUBE3ED BACK FOR+1.5 o � t �, �, ac.� � A02 _ 3 1/13/2021 MS w a) O O U Y U7 w N v o � c m o _ 'ED- "� wo ° E N a) o a,m -2 -0 0) FL01 --/--/--- Q N D o s o t A02 --------- -1z N Digitally Q� -5 E -- 1110 g y _ __,__/____ _ _ Michaby _ _ _ L CO3 FL02 - � 5 ' � = _ B01 signed __/__,___ a)r: o0ovo � y� in ° o � c c L c) N CO3 - FL03 Michael - "-`--'--"_ m a) �' 5 v o v 7 e 1APPROVED m o L ° .- N � B01 N i`� I conditions ha a been t is understood that above &� L 0 v o �'r = v Anderson o C = o gy = � � CO3 FL03 are acceptable for the fabrication APPROVED AS NOTED c o - B01 Date• at trusses, elevations,pitches, °' °' w cv FLUSH BEAM BY A"u 1'10" overhangs, fascias,ceiling REVISE AND RESUBMIT � _•� o N Q Anderui W u) -a '2 m `o p i m a m L c .E Q N CO3 BUILDER FL03 2021 Q$ 03 elevations/pitches, bearing REJECTED " `� E ° - 'Za B01 11211 conditions & all detail pertaining a, . L m L N FL04 to this truss placement plan. No Q _ 12.03.55 N zo CO3 N w thout p ev ous will written approval o N B01 _ 208 son i i DATEOL a) oa, mto � o � FL04 _04 0o from an A-1 Roof Trusses 8 E a o o ." o L c . representative. REVIEWED BY � m (D W o 0 ° L `gyp = 3c � o v o 0 0 CO3 N a = = co - = .s � B01 PLAN DATE ARCH: --/--/---- STRUCT: --/--/---- _ �' v N > a 3 Y c � CV LGR1 CO3 cV CUSTOMER RENAR HOMES " �°, v v > o ci y > m r L Co c o ,c m p�- m o _ cmi B01 ATTI AC ESS -- F E Q-a m /C-14 \ ` JOB NAME SEAMIST 2215 / B1 = U `)' C w o , c C'►03 N a a a �r '° c " uo°i • o 0O~ Om B01 \» etl Ra la FL04 _ E N he al; . os _ so $2Yi '. �2118V I�p( � ''`R2lE7Q2 K.sla,'E£€7-. hoie = a) N L m GARAGE $ '\\ \ 32n it7a e rev.ewa� � GA `�wf t... RIGHT (q C O v N O c Q- CO3 N pu OPTION(S) O v N v _ 1'3" B02GE D01 FL05 _ 0 CO3 � LcL `L° mW $ ++ m N N (V .......\ � .\\ COMMUNITY LOT: 23 _ z Z V) m o -0 � D01 N MORNINGSIDE o y L o � N _ M / LOT# 1oo � mo0N � CLG @ 8' CO2 FL05 , L ° , " v � am2 = I— o � D02GE c� CITY • -s v O 'L 'm � . 3 N o BRG g LGR2 AND LGR3 C01 G FL05 COUNTY ST LUCIE - a)O V c - c p o c `� c '° n o o c N V `� p a) �' > N BLDG. BLDG. C W m U)¢_ 3 J5 ° = sm3 � ^ C1 o LGR1-TOP 14'-10.5" J5 � Qv �' ~ � > FL05 TYPE # M E � y � � ms � � � BRG @ 17'-6" @ ���tiltl&rr) rrrr c c .0 m LGR2- BOTTOM 8' trrr m F- a� m c � LGR3-TOP @ 14'0.5" N � , - .'�i* f 84127 J3 VO '� FL05 `` �".• ,�� '., �''°- JOB # MASTER CRMSSM6IL Cn N Igo- 6 - - O m > " O O N �----`------------ ALL LEDGER AND CONNECTIONS 88 - tL- ,w c o m v ' TO LEDGERS ARE BY BUILDER _ " CIDVO J 1 zT zT zT zT zT zT zT DATE DRAWN SCALE ° v = o J 1 FL06G 06/01I21 � c N in p Y w m j I I O -� r r r -r r -� r I r �. ATE OF - o � v c = > cc ;'t,` MS NTS z v m U 1-004G ., �. L L .. E r�' 'VAULTED CLG a I- J Ie '``1 'k `L OR1' ~ ,' ¢ ° m ° v c I 78 r, ti ti 78 FL07GE 78 `'f� ; / } A�. �>t�` Q � � � N � FL07GE _ ------ ----------------- ----) ,� M M �- O O O O O O O t- = o #- o v� ° QO 00 OQ 00 00 00 00 > Q = c 9' g� 5'0"8 ,� 5'0"8 VIN u- IL LL w N C •gam o 10 11 ---I _ 21' T U m o o � ° m LgY rwn.wr Q L = 2 ? ° t1 vs C ° 38 CL— `-6E r- Ph 772-409-1010/ FaxIDA 772 409-11015CN U _ 0 .= a ° E � , v = 'rn 0) m U o http://www.a1 truss.com W Y w Q u -a o