Loading...
HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYFILE pop I A01-A10 FRONT PERSPECTIVE CONNECTOR SCHEDULE OEARMG TRUSS ACTUAL SIM SON CONNECTOR(S) FASTENERS #NT($) I• PUFT (GROUPED" CONNECTOR(s) UPLIFT DESIGN WORST SE) EACFI HANGER BY TRUSS COMPANY All-A13 cT i� R B XhIll BAG I!A BY E 5720 a . Y TRUSS COMPANY /1 HETA 20� 1810# _ A14®.A S EAC§I 4924 20 1910# 3.10t±x 1 1/2" Al 2 Ise BRG 1125# (1 META 20i 1810# ZINC, SRC F ANGER BY TRUSS COMPANY 1 ITT B IS 4446# (2) I^IETA 2I1 2500II 12> 16d (1) LGT2 2,150# 16-16d & 7-1/4" X 1 2-1/4" TITENS 24D REG SO S' (1)1MGT 5000# 18-SIJS -1/4" X `i 2- (1) HE TA 20 1810# 112" X S" TITENS 802-810 EACH 13 . (11 META 20 1810# 9lOdx1-Z}2„ 011.012 141,ERG 2115# J-111 HETA2£t 1810TI 4rli�ixl-1/2" 21w SRG HAINGER Y TRUSS COMPANY _ 01T1 157 BAG 24774 2) H T+A 20 _ _ _ 2500# 18-1Odx1-1/2., 2� BRG *I§3 I.t URS 2TO_,� SDS 3S759 ()3,/8"X#" TI "E 5 (8) " 2-1/2" SUS COO 11BAG 176# (1) META 2C/ 1$l14 4-1 1-1f 2" 2'10BAG HANGER BY TRUSS CoMi,::rrY CO3-CO6 EACH ilia# JJJ14ETA 20 1810# 9 10414-1/2" 1 ITT BAG 1861## (2) META 20 25009 1810dx1.1/2" I 2 ;3RG 21S9# a,GLIM 28­2 .z-S 243511 (6) 3/80 X 4 TITENS (6) %*" X 2-1/2" SCTS 002- S 1'9 BAG iB91E ,,,. 1) META 20 1 1810# 4041 1J2" 2111, BAD HANGER BY TRUSS COF/I='fANY EACH MANGER BY TRUSS C4 " v`Y .181QCI DOSEACk 501R I4ETA 20 00910(1. ,T} VT ERG 31 R 1) M TA 2C 18104 111 Ic1 1/2" 2Nt`BRG NDERBY TRUSS COMPANY E�11-EO3 EACH 295# t1 14ETA 20 1810# s 1 Idx1.1/2'x HIP JACKS 10 BAG 1184# 1 18104- 3-1LItI? 1-1/2'r #b1a ORMATIO TAKEN FROM t ANUFACTI 2.,ALL € OA S REPRESENT WORST CA5 PPINGPLACEMENT. DENCE PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEI# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN I TYPE CASE) PRESSURES WINDOWS ZONE 4.33,98 .70 POT INDUSTRIES I SERIES S500 HUM IMPACT 3/16.- ULTRACCIN @ 13.75" MAX. 0,C., 64/2' O ZONE 5 -4134. i g.>-rI5 o,oss CORNERS, A-VII" V1IN. EMBEDMENT AND C MIN, EDGE 1 ' DISTANCE SLIDING. ZONE -38.88 ON 4 -1 0. t1 T INDUSTRIES t POT N#3t+5 RIES 7)A SERIES SS atNOA44 IMPCT N FROM ,� UiTRACON ,21.6" MAXI C3.C_ 8" T'fiAX. CIGI GiASS E -4 Z N S 1. 4 1 i SGD xit 1 : ,4EN: CORNERS, 6" MAX,M1SXFROM 4 S BOTTOM, 1 1 j Y % DCIOf1 ; EMBEDMENT AND 2-1/2- MIId, EDGE DISTANCE WITH I $" IS 7" CLUSTERS, 25-3/S" OX, TO NEXT CLUSTER WINDOW ZONE 4.33.88 .70 POT INDUSTRIES SERIES 5520 NOAA IMPACT S,. UiTRACONS @ IS" MAX. CLC., 6`" ON CORNERS WITH ZONE 5.41A4. FIXED PW 17-0614,09 1-3/9" MIN, EMBEDMENT A14D.I- MIN, EDGE DI.STACE EXTERIOR R A33 4 ZONE . -50 THE A•TR41 GLAZED no IMPACT 1-1/4- TAPCONS t?T' 34"MAX. Ct.C., 6"" FROM CORNERS DOORS ZONE 5.4IA4 I :FIBERGLASS 7630.1 WITH 1.1/4" MIN, EMBEDMENT, 2"' MIN. CLEARANCE TO MASONRY EDGE AND 4" MIN, CLEARANCE TO A,D1AC£NTANCHOR DOUBLE ZONE 4.33.88 -50 THERMA--TRU GLAZED Fill IMPACT 1-1j,1" TAPOONS @ 14" MAX, O.C., 6" FR M CORNERS DOOR ZONE 5.41.14. FIBERGLASS 7630.4 WITH I-1/4" MIN, EMBEDMENT, 2- MIN, CLEARANCE TO MASONRY EDGE AND 4" MIN, CLEARANCE TO A,DJACFNTANCHOR FRONT ZONE 4.31E -SO THERMA-TRU GLAZED FU! IMPACT 1-114" TAPCONS @ 14" MAX. O.C., &" FROM CORNERS DOOR ZONE S -41.14 FIBERGLASS 7630.2 WITH 1 1/4" MIN, EMBEDMENT, 2" MIN, CLEARANCE TCI.MASONRY EDGE AND 4"MIN, CLEARANCETO A DIACENT ANCHOR WITH 3" 8. 7" CLUSTERS Roof ZONE 1 >29,04 -78:5 SUNSET METAL 51 V CRIMP 24 FU0 N/A � #10 HEX HEAD @ 16" MAX. 0,C: ZONE .2.48A0 I ':GA. 21421.7 ZONE 3,72,. SIDING ZONE 4 43,88 .76 DAMES "ARM CLADDING NOAII N/A 2" X 4" WOOD STUDS 40 16" MAX. D.C., 3/8„ MIN. ZONE S -41.14 .SIDING 17=0E21,21 DISTANCE TO EDGE AND 6" AT PANEL ENDS 2` FROM. CORNERS GARAGE. -31,46 .4.4 DA13 DOOR 824 STEEL PFOAA IMPACT 5/3E X I -SIB" LAG SCREWS 3 PER BRACKET @ 12" OX, DOOR COMPANY INC. SECTIONAL 1S-0$0#,i31, WITH .1-1/4"MINIMUM EMBEDMENT THE SEAL HEREON IS PROVIDED ONLY TO INDICATE 008 REVIEW AND APPROVAL TOR USE` OF PRODUCTS LISTED FOR THIS STRUCTURE, THE ACCEPTANCE OF THESE PF GDUCTS.tAND METHODS OF ATTACHMENT ARE EASED ENTIRELY IIPCIN TEST DATA "PROVIDED ;))Y THE ;,; tJFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NCB WARISPITY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS; .... GENERALNOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2017 EDITION. 2. CONTRACTOR TO VERIFY ALL CABINTRY AND FURNITURE SIZES WITH OWNER PRIOR TO ROUGH IN OF PLUMBING & ELECTRIC. 3. PROVIDE FIREBLOCKING AT OPENIGNS AROUND VENTS, DUCTS, CABLES AND WIRES BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS & CEILINGS. REFER TO FLORIDA BUILDING CODE, SECTION R302.1 FOR ADDITIONAL REQUIREMENTS. /842 - b yss ST. LUCIE COUNTY BUIL G DIVISION REVIEWED FOR COMP I E REVIEWED BY DATE PLANS AND PERMIT M BE KEPT ON 30B SITE OR NO INSPECTION(S) WILL BE MADE ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHOD COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSP£CTORSTHAT °AAY BE NECESWY IN 0AbER TO :OMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY GF THE CONTRACTOR OF;ECOA0. CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: II EXPOSURE: C 4. DESIGN WIND VELOCITY: 160 MPH 5. MEAN ROOF HEIGHT: 19'-6" ROOF PITCH: 6:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SC FT. @ 30' MPH WORST CASE ZONE 1: -26.62 ZONE 2: -38.72 ZONE 3: -72.6 ZONE 4: -33.88 ZONE 5: -41.14 rADAro 94 we c. vvtKt ZjHtAH WALLS CONSIDERED FOR STRUCTURE? YES 9. IS A CONTINUOU D P PROVIDE S DRYWALL NOTES G IL RIN Es E: o PSF DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). 1Q CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL A ON CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE - DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF AIR CONDITIONED AREAS A/C LIVING 2,982 SF NON CONDITIONED AREAS GARAGE FRONT ENTRY REAR PORCH 583 SF 170 SF 510 SF GROSS AREA GROSS AREA 4,245 SF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT CUBIC VOLUME: 30,136FT2 MORE THAN 450, DOOR & WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C., WITH THE DOORS AND WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM OF 1 1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE W/ AMENDMENTS. STRUCTURAL NOTES 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP 4. CONCRETE COVER OVER REINFORCING STEEL: A. FOOTINGS: 3" B. BEAMS: 11/2" C. COLUMNS: 1112" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' 3UBJECTTO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIREDh FLOOD HAZARDS9 AIR FREEZING INDEX MEAN ANNUAL TEMPI Speedo (mph) Topographic effects Weathering- Frost line depthb Termitec NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MONROE RESIDENCE St. Lucie County, Florida CLIENT CHRIS & SARAH MONROE CONSULTANTS REGISTRATION F F L \O L S to '. 2 RED P REVISIONS NO. DATE REVISION 1 01/22/19 BLDG DEPT COMMENTS KEY PLAN $CANNED BY `fit. Lucie County RECOVED _... l JAN 2 8 ''019 ST. Lucie County, Permitting j SHEET TITLE / SHEET NUMBER GENERAL & CODE INFO A0.00 PROJECT NUMBER R18134 DATE 01/22/2019 1 z a FLOOF 1/4" = 1'-01' "9. A- 2 19'-0.. 114 g3.00 L-7 L 4 p DO ---- ----- - - - - -- _ - ____ __ o 103 o - 4" r 2'-11" 108 104 104 © PORCH O 101 2680 10'-0" CLG 120 BIFOLD N DR " T-4" CABANA O 110' 0" CLG - v 2880 22.0 10'_0" 17 _0„ HC DR EQ EQ 122 121 122 J L-5 0 0 12080 LEI PKT. SL. GL. DR. (TEMP'D) 104 BEDROOM 4 IU-0" CLG 0 v o r� : J U) N J w - ED I C =Cn p 108 2680 r 2e80 HC DR HC DR GREAT ROOM - 102 _ _ 1V-0" CLG o o 14" EQ 4' EQ p T-5" 4 HOLD Co " 0 oZ EpLuz I f' Qw U a I � 102 N N 2680 2680 z J y - CD HC DR N w 0 w w 4'-7" 8'_9" 00 <A3 w 2'_4" l L-3 2) H25 L N N i� � 0 0 0 (2) 3080 Ell I I I0 Z w _ FRNCH. DRS 4 126 BEDROOM 3 coL o 1,z � — _ - - W/ THRSHLD - ---- 10'-0"CLG M N , N � 3 A3.00 ■ l O eo Uz ! pU) 2680 O oe POCKET o coo 0 107 M FAMILY ROOM DR of 10'-0° cLG MSTR. BEDROOM U COFFER CLG 0 0 aO 120 ® I 111 o 10'-0" TO 11'-0" N w b - � 1o1 BATH 2 _J 16'-2" s 1 208e 10'-0° cL w KITCHEN PANTRY 0 BIFOLD 10'-0"CLG [9 p v - DR 2880 =4 HC - oZl1 a m N 114 DR 102 2' 4" o ai z `Q f 00 & 0 L U = J M --- _ - = - 103 p M Q w M Ci 0_ 2 - (O ❑' U Bo N L9 124 ( &)x J O_ 6080 U w p BIFOLD 2e80 G) -11 DR 2e80 102' - --- w HC D I I N W J N NU 107 O N AHU z CO w © 41 2'_1" 3'-V' 4' 2 4„ 2'4' Co DINING FOYER BEDROOM 2 w 117 1 U-0" CLG 10'-0" CLG I p - - - - = 102 NU N - - 10'-O" CLG ¢ _ 123 n = LAUN � 10'_0' LG 7'_4" 4" T- �� 4" 24' „ m 13'-4" > \ > 308 II 3080 / - - - a tl(1,202e8o o GL D II CAS OP Y(VG - - Y o t° o W RA SO r m O -• MIN. SC DR. 0 e & T LD T N II r r b 103 y 280 N J W/CLOSER 70617116 1.33 �� (2 SH25 L_3 116 II j r d N 40 p' r • I I II L -J q 4 4'-10 0 2'_6 2�_7" 10] _ a TANKLESS WATER HEATER A 6 II 00 'ENTRY MSTR. BATH II 12'-0"CLG 108 6 10'-0" CLG 1 5.00 101 0 II 2680 2680 o 114 0 125 L-7 0 125 FRAMED Q Q FRAMED i OPENING OPENING N p p -- -- p 0 T-3" T-3" io 127 = w © 1 o 9 119 1 1 119 N w GARAGE O 10'-0" CLG 0 0 0 0 0 00 o qn 2'x2' FIXED 2'x2' FIXED 2'x2' FIXED j L-1 L-1 L-1 0 4'-3" V-4" T-4" 4'-3" --------------- ET AMLJ® E SH24 SH24 L-2 L-2 a o 1 0 6-6" 12'4" 61-6" A3.00 PLAN 25'-0" 1 T-0" 6'_0" 2'_7" 15'-2" 2' 7" 64'-4" C KEYNOTES FOR FLOOR PLAN 101 MIRROR 102 ROD & SHELF 103 (5) SHELVES 104 12"x12" CONCRETE BLOCK COLUMN W/ (4) # 5 VERTICAL BARS IN GROUT FILLED CAVITY. 105 ELECTRIC METER 106 ELECTRIC PANEL 107 UPPER CABINETS 108 BEAM ABOVE 109 PANTRY SHELVES 110 DOUBLE SINK&DISPOSAL 111 COOKTOP W/ EXHAUST HOOD 112 DOUBLE OVEN 113 22"x54" PULLDOWN ATTIC ACCESS 114 HOSE BIB 115 R-11 INSULATION IN WALL 116 HATCH DENOTES TOP OF BEAM @ 12'-2" 117 LAUNDRYTUB 118 EDGE OF COFFER CEILING 119 BUILT IN BENCH 120 BUILT UP SHOWER CURB 121 CONTRACTOR TO COORDINATE POCKET SLIDER TRACK REQUIREMENTS PRIOR TO POURING SLAB 122 BUILD OUT FRAME WALL AS REQUIRED FOR POCKET SLIDER 123 IRRIGATION PUMP 124 HVAC RETURN AIR THROUGH WALL 125 LEDGER - REFER TO DETAIL 126 HATCH DENOTES 8"x24" POURED CONCRETE TIE -BEAM WITH (2) #5 BARS TOP, MIDDLE & BOTTOM 127 HATCH DENOTES 8"x24" POURED CONCRETE TIE -BEAM WITH (2) #5 BARS TOP, MIDDLE & (2) #7 BARS BOTTOM LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOST BEAM L-1 3-6" 8974 846 5263 189 8F24/1T-1B L-2 4'-6" 8672 1484 4043 606 8F24/1T-1B L-3 7'-6" 5681 1116 2426 548 8F24/1T-1B L-4 12'-0" 2193 886 1560 507 8F24/1T-1B L-5 13-4" 1838 413 1418 193 8F24/1T-1B L-6 17'4" 1609 330 1005 247 8F24/1T-1B L-7 21'4" 1114 493 721 195 8F24/1T-1B RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOST BEAM RL-1 4'-6" 8060 187 3607 99 8RF22/1T-1B RL-2 5'-10" 8060 1038 2733 447 8RF22/1T-1B RL-3 T-6" 5743 2341 2166 1125 8RF22/lT-lB NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. SANITARY RISER DIAGRAM 1/2" ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC,COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MONROE RESIDENCE St. Lucie County, Florida CLIENT CHRIS & SARAH MONROE CONSULTANTS REGISTRATION of FOR'© EL SEq� e AIR 68 8 12?- 11 REVISIONS NO. DATE REVISION 1 01/22/19 BLDG DEPT COMMENTS KEY PLAN RECEIVED JAN 2 8 A � ST. Lucie County, Permitting SHEET TITLE / SHEET NUMBER FIRST FLOOR PLAN A1.00 NUMBER R18134 IPROJECT DATE 01/22/2019 15'-4" 22'-0" KEYNOTES FOR FOUNDATION PLAN ARCHITECT c 19 ZD N FOUNDATION PLAN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LL I LLLI I I I I I I L�L LL I I I I I I I I I I I I I I 2 F11 o � I I LL I I I I I I I I I I 205 I I 1-4 I I I I I I I L_ _ _ _ _ _ I F-2 w a m O � U 205 16'-0" F-2 F-1 ML SLOPE I SLAB I I I I I I I I I I I I I I I I I I I I I I LL I I 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N I I LI F-4 rF-� ---------- F-2-� F----------------- T1 IL I I I I I I I I I I I I I I I I i S-1 I 0 io I I I N I I I I I � I I I I I I I I I I � LL I I I I I I I ql„I I I I I I 202 '��� 0000 �' Q I I I I I I I I I F I I I L__________________ ____________—______ - � ----------------------J M V) F-2 F-2 = F-2 p_2 r-----------N-- — -----1 NVH � I I - ` - - - -- I fV I I I I I M _ I I I I I I Lu Q $-1 Bo 0 .J I U) ° I I I I I I LL I I F-3 C-] F-3 I a u U/ I SLOPE I SLAB I I I I I I I S-1 25'-0" I ° o II o LL / w J m- S 13'-0" 9 I I N [Ell 6'-0" I, 2'-7" 4 M 201 CONCRETE PAD 202 A/C CHASE AND CONDENSATE LINE 203 SHOWER W/ BUILT UP CURB 205 CONTRACTOR TO COORDINATE POCKET SLIDER TRACK REQUIREMENTS PRIOR TO POURING SLAB 206 WIDEN FOOTING AT POCKET SLIDER TO ACCOMODATE TRACK FOUNDATION SCHEDULE F-1 18" WIDE X 16" DEEP THICKENED EDGE FOOTING W/ (3) #5 BARS CONTINUOUS. F-2 18" WIDE X 16" DEEP MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS. F-3 12" WIDE X 12" DEEP THICKENED EDGE FOOTING W/ (1)#5 BAR CONTINUOUS. F-4 30" WIDE x 16" DEEP FOOTING W/ #5 BARS & 6" O.C. E.W. BOTTOM S-1 4" (2500 PSI) POURED CONCRETE SLAB W/ FIBERMESH REINFORCING ON 6MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MONROE RESIDENCE St. Lucie County, Florida CLIENT CHRIS & SARAH MONROE I CONSULTANTS ' REGISTRATION REVISIONS KEY PLAN I SHEET TITLE / SHEET NUMBER nc FOUNDATION PLAN A2.00 PROJECT NUMBER R18134 DATE 12/21/2018 ml LL 01= IL o!,o I REAR ELE �2 1/4" = 1'-0" O W TOP OF BEAM J%-,)10'-v — W W 0 CD 29 LLO LJ_ TOP OF SLAB a. 3 LEFT SIDE ELEVliNTION I VATI O KEYNOTES FOR EXTERIOR ELEVATIONS IDING RATED W/DOOR JIVER ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT NIONROE RESIDENCE St. Lucie County, Florida CLIENT CHRIS & SARAH MONROE CONSULTANTS REGISTRATION C� O� .LoRj�9 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS A3.00 NUMBER R18134 IPROJECT DATE 12/21/2018 ARCHITECT wP/ GFI ♦ 1 CABANA \\ 1 GF/ - - BEDROOM 4\\ \\ \ 1 \ I 11 � I , / I I I I I ' W P/GFI 0 m ---------------- 1 4 ♦ I ♦ — 4:_8: I ` 511 ♦ • / wP/ / r GFI \\\ GREAT ROCS ^ I \ 1 \ I I \ \ 1 I I I \ ♦ , R - WP/ "\\ 511 GFI , \ `\ —�— / — ' it ....WP/GFI .... �� ..........,.� ♦ 1 1 i I I WP/GF N_ I ....__ - GFI I O 1 514 GFI , 1 4 ♦ 1 I I� !,WGFI. 1—. -. `\ 11\ -69 1 509... / i GFI 11 `. ♦.�l--L511 I \s.Ma>TR. BEDROOM — J \\ 508 GFI 1 GFI\ \ // \ ♦\ \11 a SD 11 Ir FAMILY ROOM 505� GFI / FF 1r GFI ♦ I ....... ..._ / mm ♦ � 1 I N' �' �♦ _ _ SD v W — 7 w �`. 507 GFI 1 ♦ Pi6TFU ` ♦ ♦ 9 `�\ ♦yL 505 — — ———— xLu 8, T -- ----- " —` rT-H GFIANKLESSATER WATER GARAGE i 512 I 1 � I I I GFI 1 I / 1 � r 1 , \ \ \ \ \ \ \ \ GFI ELECTRICAL PLAN GFI GFI I i Ni I'..., '97 ' 1STR. BATH,, vvv GFI 1 _ —A KEYNOTES FOR ELECTRICAL PLAN 501 ELECTRIC PANEL 502 ELECTRIC METER 503 J.B. FOR FAN/ LIGHT COMBO (TYP) 504 FOR EXHAUST HOOD 505 W/ CARBON MONOXIDE DETECTION 506 LIGHT IN ATTIC ON PULL CHAIN 507 BELOW COUNTER TO DW 508 BELOW COUNTER TO DISPOSAL 509 TO DISPOSAL 510 IN UPPER CABINET FOR MICROWAVE -COORDINATE LOCATION 511 60" HIGH 512 FOR GARAGE DOOR OPENER 513 TO LAMP POST 514 BELOW COUNTER FOR WINE COOLER 515 FOR ALARM PANEL ELECTRICAL LEGEND SINGLE POLE SWITCH Pia THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET W/ GROUND FAULT PROTECTION DUPLEX OUTLET WEATHER PROOF & GFI 220V OUTLET MOTOR OUTLET WALL MOUNT LIGHT FIXTURE CEILING MOUNT LIGHT FIXTURE O` RECESSED LIGHT FIXTURE 1 x4 SURFACE MOUNT FLUORESCENT LIGHT FIXTURE JUNCTION BOX FOR FAN/ LIGHT COMBO Q PHONE OUTLET LNJ CABLE TELEVISION OUTLET SD SMOKE DETECTOR/ CARBON MONOXIDE DOORBELL 0 CHIMES "EP" O 120/240V 1 PH, 200A MAIN BR. UNDERGROUND ELECT. SERVICE: 3# 3/0 THWN CU. IN 2" CONDUIT #4 CU. GROUND TIED TO BLDG. STEEL, CWB & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE ELECTRICAL LOAD CALCULATIONS 2,892 SQUARE FEET @ 3VA/SF 8,676 VA 2 APPLIANCE CIRCUITS 3,000 VA 1 DISHWASHER 1,200 VA 1 REFRIGERATOR 1,200 VA 1 OVEN 12,000 VA 1 IRRIG PUMP 4,500 VA 1 WELL PUMP 4,500 VA 1 WATER HEATER 4,500 VA 1 RANGE 12,000 VA 1 DISPOSAL 800 VA 1 MINI SEWER 2,500 VA 1 MISC 2,000 VA 1 POOL PUMP (FUTURE) 4,500 VA SUBTOTAL 62,176 VA FIRST 10,000 VA @ 100% 10,000 VA REMAINDER @ 40% 20,870 VA 1 A/C & HEAT SYSTEM 16,000 VA TOTAL 46,870 VA 46,870 240 195 AMPS USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WA4RCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MONROE RESIDENCE St. Lucie County, Florida CLIENT CHMIS & SARAH MONROE I CONSULTANTS I REGISTRATION REVISIONS NO. I DATE REVISION 1 01/22/19 1 BLDG DEPT COMMENTS I KEY PLAN I ST. Lucie County, Permitting i I SHEET TITLE / SHEET NUMBER ELECTRICAL PLAN A4.00 PROJECT NUMBER R18134 1/4" = 1'-0.1 U d HARDIE PLANK SIDING ON HOUSEWRAP OVER 1/2" CDX PLYWOOD W/ 8d NAILS @ 4" O.C. PER & 8" O.C. FIELD 000 REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION 10 CUPOLA DETAIL 3/4" = 1'-0" OVERFRAMED TRUSS DETAIL 3/4" = 1'-0" SIMPSON MTS16 W/ (14) 10d NAILS @ EACH w O TRUSS O DBL 2"x4" TOP PLATE w ZLL 00 8 WOO �U)LL 2"x4" STUDS @ 16" O.C. W/ TOP OF SLAB O SP4 "U" STRAPS @ 32" O.C. 0" a TOP & BOTTOM PLATES a = 8" CURB., a ° FLASHING REFER TO FOUNDATIO PLAN °... .- a. a- SIMPSON MTS16 W/ (14) 10d NAILS @ EACH TRUSS 1 "". -° . ram, ��'5 @ 24" O.C. MTS16 @ D OF WED t W/ (14) 10d EACH -RUSS P-2 P-3 P-1 RIDGE P-2 P-1 P-2 P-2 RIDGE C+'� P-3 P-1 A JP P-1 a d P-1 P-2 P-2 P-3 P-3 GABLE ROOF SHEATHING NAILING ZONE INFORMATION P-3 P-3 ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD ZONE 2: 4' LENGTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD NOTES 19/32" CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226 ASPHALT SHINGLES SHALL COMPLY WITH ASTM 03161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTEF160CKING 9 CURB DETAIL RUNNING BOND BEAM CONT. - REFER TO TYP. WALL SECTION (2) COURSES OF BOND BEAM @ LEDGER, REFER TO PLAN FOR LOCATION 6 LEDGER DETA TRUSS STRAPPING PER SCHEDULE HANGER BY TRUSS COMPANY -PRE-ENGINEERED TRUSS �--(2) 2"x10" LEDGER W/ 5/8"xB„ EXPANSION BOLTS @ 24" O.C. ILSTAGGERED CAULKING (CONCRETE SEALER BEFORE & AFTER BUCK INSTALLATION) TYP. OF ALL 4 SIDES FLASHING WINDOW 4 1 1/2" = 1'-0" 2"X4" TOP PLATE 1/2" GYP. BOARD CLGS & WALLS 2"X4" STUDS @ 24" O.C. P.T. 2"X4" BOTTOM PLATE W/ 1/2"DIA. X 8" A.B. @ 24" O.C. OR 5/8"DIA X 6" RED HEADS @ 24" O.C. 3 TYP. I NT. WALL `­#5 VERTICAL BARS NOTE: ALL #5 BARS TO LAP 26" MIN. BOND BEAM STEP DETAIL 8 3/4" = 1'-01, - SIMPSON HETA 20 PER 8" PRECAST LINTEL W/ 1 #5 BAR & 8" BOND BEAM W/ 1 #5 BAR FILL VOID W/ CONCRETE SMOOTH STUCCO ON RIB LATH OVER HOUSEWRAP HARDIE PLANK SIDI 12"x12" CONCRETE BLOCK COLUMN W/ (4) #5 BAR IN GROUT FILLED CELLS REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING NOTE: REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFOMRATION Ill fill COLUMN DETAIL I I1 I I IIIIII=I I I=1 I I1 I I=1 I I PORCH o� 4' oP ql io GARAGE DOOR BUCK DETAIL --- ------- METAL ROOFING ON PEEL-N-STICK ROOFING DRYIN ON 5/8" CDX PLYWOOD NAILED PER ROOF SHEATHING NAILING ZONE DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" MAX- REFER TO MANUF. SHOP DRAWINGS — SPRAY FOAM INSULATION (R-22) SIMPSON HETA 20 PER SCHEDULE METAL DRIP EDGE 2"x6" FASCIA SMOOTH STUCCO SOFFIT ON RIBLATH OVER HOUSEWRAP CONTINUOUS 2"x4" NAILER. (2) COURSES OF BOND BEAM W/ (1) #5 BAR IN EACH COURSE PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION 1/2" GYP BOARD ON 1"X2" P.T. FURRING @ 16" O.C. OVER 3/4" RIGID BOARD INSULATION HARDIE PLANK SIDING ON #5 VERTICAL DOWELS W/ 30" LAP SPLICE FROM FOOTING IN CONCRETE FILLED CELLS @ CORNERS, EACH SIDE OF OPENINGS AND @ 6'-0" O.C. MAX. REFER TO FLOOR PLAN FOR EXACT REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING TYPICAL WA 3/4" = 1'-0" �_5/8" GYP. BOARD CEILING �{ wool BASE BASE ' ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC,COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MVONROE RESIDENCE St. Lucie County, Florida CLIENT CHRIS & SARAH MONROE CONSULTANTS REGISTRATION FLO� /Q � J$E (��-► ...... /sTFRED P� REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER DETAILS A5.00 3/4" = 1'-0" PROJECT NUMBER R18134 DATE 12/21/2018 RECORD SURVEY ll LOCATED IN SECTION 34, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA TE FND % IRC LB $ 4286 7- 343.39 - - N 69°59'24" E N 89°5924 - 1373.89' M OHP OHP -�� OHP - OHP - OHP - DiP - OHP - OHP - OHP - OHP - OHP�- OHP - OHP �p p - OFND NAIL N NO ID NORTH LINE OF \ BE y4 SECTION 34, TOWNSHIP �3�5 SOUTH, RANGE 39 EAST BENCHMARK ELEV - 18.03' FOUND 1' IF FND NAIL S DISK �� i MULLER ROAD IN CUT OUT N LS # 3335 ASPHALT 17,64 �, 17.73 o BENCHMARK .- o_ D IN -- ---�E-}Q- 5. ELEV - 17.88' PIPE - x 4.1 _ 0' 40' 80' 120' s.Do' FND IRC 171.68' N 89°59'24" E M ( ) x-16.7 / 89°59'- E (M x - EAST 1_ 7]x71' x x - x �- 271.96' M N 89°59'24" E a OHP - OHP -jp-- OHP - BASE BEARING N 89°59'24" E 331.86' M � o ASPHALT o 18.00 15,09 16.9 62a.70'M 16.9 kINV<146� ---N 89°59'24" E 17.7 LS $ 3435 - SET %g IRC 16.9 17.2 SET 5/e IRC FND % IRC FND % IRC LB # 7903 LB # 790 LS # 3435 LS # 3435 '5 5- NORTH $ 4.8' NORTH 0.4' EAST I 1.1' EAST 6316.4 1.7 16.2 0 I x 17,0 o N S 15.7 I I 16.1 ° x 17.0 17.0 LEGEND & ABBREVIATIONS x 17.0 A ARC LENGTH A/C AIR CONDITIONER x 17.0 I g BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE x 22.06 20,6 zs.a 4s9D' CM CONCRETE MONUMENT sz.3s' 190, o �J o CONC CONCRETE F a.o 16,1 s.o 16,2 DEG OR DEGREE a EXISTING FORMBOARDS TOP ELEV. - 20.85' 0 17,1 ELEV ELEVATION x FFE FINISHED FLOOR ELEVATION szar zzo m FND FOUND f _ LOT 2 4 ID IDENTIFIC 'ON NUMBER ROGERS RANCHET. s0' '0 0 I T BOOK 46, PAGE tea' �,5.3' 45.,0' IP IRON PIPE OCCUPIIED, FFE 22.14 IR IRON ROD Z Z IRC IRON ROL-st CAP o I rn -- CD x 17.4 Irn o LB LICENSED BUSINESS A. N' ? N a LOT 3 P 17.8 LS LICENSED SURVEYOR a A ROGERS RANCHETTES a t y o m I C �17.1 < PLAT BOOK 46. PAGE 24 UNDERCONSTRUCTION i M MEASURED DATA WELL MON MONUMENT N&C NAIL AND CAP I PALM 15,7 11 NAVD NORTH AMERICAN VERTICAL DATUM �x�17.5 16.4 NGVD NATIONAL GEODETIC VERTICAL DATUM ( 16. NO OR # NUMBER I x 16,9 I = NTS NOT TO SCALE x 17.4 <i OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA I PG(S) PAGE(S) i PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT I PSM PROFESSIONAL SURVEYOR AND MAPPER 15.8 16.7 R RADIUS 17d RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY x 17.4 x va i I © WATER METER & AND o AT A DELTA UTILITY POLE � I x 17,5 x 17.7 SET IRC L D 5/g IRC 17, # 4286 9�\� 1D (� 171.68' LB # 7903 171.71' 0 9' wssT X x 15.8 18.7508 S 89°59'28" E (M) S 89°59'28" E (M) _ x 18.1x _ x 17.4 x 17.7 FND I �j IF NO ID I I FND % IR NO ID FND 4X4' CM LB # 7056 FND NAIL 6 DISK 0 UNREADABLE BENCHMARK ELEV - 18-18' - - - END % I NO ID PARCEL # 2334-311-0000-000-7 UNPLATTED OCCUPIED RONALD EVERLY 9701 MULLER RD t 5 AIA �Z 91 ` e° ORANGE AVENUE RD. �Z 1��0 EDWARDS / SITE ZOi / 1 MILE ROAMu D y �Z C74�EE q(EE 772 � x11ITE qn RDA ,o A,A �%1 �`' d' PRIMA VISTA DLVD. t LOCATION MAP NOT TO SCALE STREET ADDRESS 10055 MULLER ROAD, FORT PIERCE, FL. 34945 LEGAL DESCRIPTION LOT 3, ROGERS RANCHETTES, A SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 46, PAGE 24, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PSAoiddd _ aw0 f'�CAIC�A1 w1ATL'Q �'Q��f •}s 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIb SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ANOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE OF MULLER ROAD HAVING A BEARING OF N89'59'43"E, ACCORDING TO THE PLAT OF MULLER ROAD SUBDIVISION, AS RECORDED IN PLAT BOOK 40, PAGE 27, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. (ASSUMED DATUM) 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE 17.8", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0170 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, BASE BENCHMARK, ST LUCIE COUNTY, "HENRY". 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 24, 2019. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2.008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE (F.A.C.) 5J-17-051. Z O W z W _O U O Z H U W Z UU �p�TZ W U U) Z � J = U LL WZ Of F- U W J H U) 1�C Permitting Department SC LUDie COURty uk- SITE PLAN LOCATED IN SECTION 34, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA FND % IRC FND s% IR LB # 4286 5.00, NO ID 271.96' M N 89°59'24" E - _343.39' OIR - BASE BEARING E 331.86' M - - - 1373.89' M N 89-59'24" E 0HP - OHP -- OHP - OHP - ONP - OHP - OHP - OHP - BNP - ONP - ON OHP - OHP - Of1�- BHP - OH FND AIL & DISK - OHP - ONP -{�-- N 89°59'24" FND 4CM N / UNREADABLE o c B#7056 o NORTH LINE OF \ SE Y4 SECTION 34, TOWNSHIP �3�5 SOUTH, RANGE 39 EAST BENCHMARK ELEV - 17.98' � _ 18-07 FOUND 1' IP FND NAIL & DISK ASPHALT MULLER ROAD ASPHALT FND NAIL & DISK UNREADABLE IN CUT OUT w LS # 3335 17.64 �' 17.73 N SB.00 b BENCHMARK o - b - - 5.00' c q 15.09 R BENCHMARK _ - - - ELEV - 17.88' - \ -�- c �$ / - -'* �- - DRAINAGE . DITGR- x .14.7 INS/ 16.9 x i - - 624.70' M - - ELEV - 18.18' - -0 '5 14.2 PIPE 4.6� N 89°5924" E0'40' 80' 120' s.00' FND s iRc 171.68' N 89 59'24" E (M) ZX4.1 89 5 4" M ( ST P 1 1' - fL x x x - NVNo3inR x 17.7 LS# 3435 X--16,7 SET IRC 16.9 17.2 SET IRC FND IRC FND , IRC B # 7903 LB7903 6.4 LS # 3435 LS # 3435 5.5' NORTH 4.8' NORTH 0'4' EAST 1.1' EAST w H1 .7 16.2 0 a a x 17.0 - N N o 15.7 g 16.1 x 17.0 17.0 °wa LEGEND & ABBREVIATIONS x 17.0 a I A ARC LENGTH = A/C AIR CONDITIONER x 17.0 BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS COVERED C/L CENTERLINE I x 22.06 20.6� ENTRY, 4 .W' ' ` CM CONCRETE MONUMENT 62.36• s,r ' ED CONCRETE CONCRETE = o CONC CONCRETE w N 130tl 16.1 DEG OR DEGREE I N w a e� g PROPOSED 1 STO Bs ° 16.2 °a N E a eH 17a ELEV ELEVATION A' MINIMUM E - " UM 19.5 o FFE FINISHED FLOOR ELEVATION X 62.3r �.ar x 17.4 F FND FOUND s m Q =o LOT 2 ID IDENTIFICATION NUMBER ROGERS RANCHETTES PROPOSED - o I PLAT BOOK 46, PAGE 24 PATIO $,s as 45.10' IP IRON PIPE OCCUPIED, FFE - 22.1' PROPOSED I PARCEL # 2334-311-0000-000-7 IR IRON ROD �o WATERLINE z UNPLATTED OCCUPIED RONALD EVERLY IRC IRON ROD &CAP I �0 9701 MULLER RD g c CD x 17.4 WELL LB LICENSED BUSINESS A a LOT 3 a 17 LS LICENSED SURVEYOR A co ,gyp GERS RANCHETTES �p N N fT1I PLA eoox 46. PAGE 24 VACANT M MEASURED DATA L17.1 WEL MON MONUMENT N&C NAIL AND CAP I P 15.7 NAVD NORTH AMERICAN VERTICAL DATUM 17. Ib NGVD NATIONAL GEODETIC VERTICAL DATUM 16.9 NO OR # NUMBER x 16.9 `a NTS NOT TO SCALE x 17.4 OHP OVERHEAD UTILITIES I I = ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT II � PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER 15.8 16,7 R RADIUS 17M RLS REGISTERED LAND SURVEYOR x 17,4 x 17.1 S T ACK REQ. R/W RIGHT-OF-WAY N. I © WATER METER SIDES I I CNR SIDE & AND REAR ® AT I 7N�. € TECH. A DELTA I �S UTILITY POLE I x 17.5 x 17.7 SET INC L % INC 17, # 4286 \ilk g 10 6 B # 7903 171.71' 0 9' WEST x 15.8 18.7508 .17168', S 89°59'28" E (M) - - S 89°59'28" E (M) _ x 19.1x x17.4 x17.7 FND IY2IP NO ID `ScF D t�,asoP j�B PCOGd��! O� P'E - It 81 k -0 GL C RECEIVED LOCATION MAP /8i NOT TO SCALE FI ■ , o nv STREET ADDRESS UNASSIGNED MULLER ROAD, FORT PIERCE, FL. 34945 LEGAL DESCRIPTION LOT 3, ROGERS RANCHETTES, A SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 46, PAGE 24, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FDOH in St. Lucre County Environmental Health Site Plan Approved for Construction Supers( -.^s All Previous Site Plans for Date: `,ZS' GE�Y�► 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE OF MULLER ROAD HAVING A BEARING OF N89'59'43"E, ACCORDING TO THE PLAT OF MULLER ROAD SUBDIVISION, AS RECORDED IN PLAT BOOK 40, PAGE 27, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. (ASSUMED DATUM) 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE 17.8", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0170 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS NOVEMBER 07, 2018. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. vN Z W IL �a � a Z o� z `j o 0 j Z O mi O CO)LLJ U. Zoo �Q a VJ u w Z 0 w W � N z'- ancsg Q ¢W57g LL 0 z �» Z 'dW90 ao S0,0U W Z N 'w O Q W C)OR00 WO ? z='M12 Z Z U FQom z, U� Z a U OO�/,J/� > wzoo N F- D_ w R++ a Q O U Ltl = Z Z o Wow =Ov Q F- -MOD U �N/ O U) < LU $Zao U EE Z O z �z = J c1 aZ�� U o w�oo LL O UyO�: �JRp U �ZaH o¢wm Uj (� zo0M J aooac�l DRAWN BY: CA CHECKED BY, CA DATE; NDVEMBER 07, 2018 HORIZONTAL SCALE, 1'=40' NOT VALID WITHOUT THE SIGNATURE I) AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL / / ? / /i✓ CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 4971 / 7- ZZIZZZ SHEET 1 OF 1 PROJECT NO. 18-555 Ir 1514" PM 32' 15'2" 17' N� IOP DRAWING I SUBMI1 1HL ,cc APPROVED AS NOTED APPROVED REVISE AND RESUBMIT ❑REJECTED 1BMITTALWN cREVIEWED onnnNCTO OCORA0 BNTCONFORM -TtJ DOCI Architectonic Inc. Fort Pierce, FL 34950 TYPICAL END DETAIL P UMP OV0t13AN4 Toe ®1B i^ TOB 012 2 r TOB 024 0 8" DEEP COFFER IN LIEU OF 12" DEEP DUE TO DISTANCE OFFSET FROM WALLS HANGER CHART Symbol Name Qty A = JUS24 4 B = JUS26 4 K = MUS26 6 C = TDH26 10 C = THD26 16 E =THD26-2 �1//��/i/I N � z %.! Anthony T. 6hFiAL IT 4d36b989999e20a51h3cde8e *NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER : w y w (UNLESS NOTED OTHERWISE) t � D EE9929c'Eo * NOTE: ALL CEILING DROPS BELOW BEAM ARE F- 0 , 3 t a ' > ° BY BUILDER (UNLESS NOTED OTHERWISE) o m rn� a y,0 - 8 `La 0 I * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW v m o o % w � TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING 5 a N ° m E ~ c DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL u o� E o E 0 STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE 2 `m w E � o c y c INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. L L o 0 Q•p E : p,a`v FOR BRACING &ERECTION DETAILS REFER TO c y `8 o (Do �-°� BCSI-03 AND/OR ENGINEER OF RECORD 'a d a m ~ N 'o' E aL T �L aUj O -O — C 1 as `o scy.ac ='o `O REPRESENTS THE LEFT SIDE N E� o a x= u �— OF EACH TRUSS DRAWING ¢ rn 0 d 9 � $ d c is p c d y E c W y O C, In .0 V C O'=Y C 10 � C.. ( NOTE: REFER TO USP CONNECTOR 8 E o o ; mm 2 CATALOG FOR INSTALLATION DETAILS) c 8 a'o o, c'" 4' d vat �E 2111 cB° A JUS24 H THD46 Q a 2 `o H E�-Z" g2 Ma2EO B JUS26 J MSH422 R--- .2m a t 16 2 3 v ...._.__.-- rmaw=Oa.a2 CTHD26 K MUS26 S - - - ^ > ° t O M " J mpEW; 0� ` EYt�cmp THD28 L HJC26 T --- ya`LS pTHD262 �0E M .. 0' ID a.3 mCD F THD28-2 N -- V °ID °M G JUS46 P - - X - - cayE� 2Ea) F- m HBB HANGER BY BUILDER BBB BEAM BY BUILDER 0 7�w o ui cH a _<a. dmca¢ o * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON t 2 `o 2 c B a ° F- H c o a•= E TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 00 o L c y E o c F° STRAP (BY OTHERS) UNLESS NOTED OTHERWISE o o ` ^ Ln o (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) d m y 2 0 5 t O T L O, (O a, 0 0`E� LOADING ROOF FLOOR WIND LOAD 15 c = 8 = -0 O C42 cc' 2"; N C O,C C C W W LIVE LOAD 20 - ASCE 7-10 ° m° E a = d 0 ° y EL °"Q3EE :2e UT 0 DEAD LOAD 10 160 C E° 4, 2 a o a7 U) ° LIVE LOAD 0 CATEGORY II c a C h 0 2 0= ° y W S y w N y pp O DEAD LOAD 10 ENCLOSED Z y m n 3 c E z Z Cp5 TOTAL LOAD 40 - FBC-2017 ' N o —a, cc c a ° O o T .0 O ° F,E O'O vJ C .. o — o a, 2 .o Z DURATION FACTOR 1.25 - TPI-2014 5 ¢ _ ' 8 ai v ° 9 + a, o i1 � a c� c ,n W 2--owc­ REV DATE BY REMARKS _ Y c d 2• gg O E E d C d CJ Ly. -- - --/- /- Y E c3 y y t O p pp y 0 m al a, N c a1 U O) --/--/---- - F� a ° M 2' 3 . O •ry- p`p N i Y O C O r N r> m C Em ..L. •_ O.. 5 ° m C.'O.. y y � C= E N ` ••FFY r y C N OC C y mC N 0y m O, r'G. p .�' _.. .0)� yrL NCO to N ;goat aN m'-oLr3 WO It is understood that above ' "' p 2 ❑ APPROVED m c < o °J conditions have been reviewed & o E r L ° 2 _ _ m .aLl-w=mp are acceptable for the fabrication ❑ APPROVED AS NOTED - o 1 ° - 3 3 -e at trusses, elevations, itches, uj U Cl a� E� 0 overhangs, fascias,ceping ❑ REVISE AND RESUBMITy E a ° € a "EE0W1a4._M elevations/pitches, bearingREJECTED m; o y 8 8 0 5 conditions &all detail pertaining W C u1 to this truss placement plan. No a = � C o o g back charges will be accepted m u o 0 E a_ a mm a without previous written approval DATE a 2 d y 9 w H from an A-1 Roof Trusses g E o o= L 0 representative. ayi c c uyi c o o REVIEWED BY 's E 2 ¢ ❑ o o'$p c PLAN DATE ARCH: --/- /---- STRUCT.--/--/---- .O M "'I'o m o y0 N 0 O 0 V d> .y c 3 N Nr N a1 N> O O CUSTOMER JM BUILDING SUPPLY 2 CDs o; t o ° O o m y"Y°m°Ea°m 'O y 10 'y0 r N y 45 a JOB NAME -MONROE RESIDENCE o 2 d t c y d E'53 0 Em a z �Om�— c.cEa,m°. ) OPTIONS y ' o s m� 00 t O L O m C •.• C O 01 m° F- y m W 0 0 COMMNTY SCAIVNED ° o o = ° 9 5 v0 �°° .0 oo3cma;,_,oca 'O N 0 y ❑ la ,.t. N C L .N. C- -. / LOT # BY y° .= � c oa .c y yro m St. Lucie County ° ° - E '- 2 L 0 a C C m 4) 2 yp ` a) L C CITY g O U a 2 .- r O 12 C N'N' h- O O y p O C 0 COUNTY ST LUCIE 5 0 0 d m .N 0n T o a c p rn 0 v H c C3 yw 10 c BLDG BLDG , ' `o ,°n ; � M '-_c-o � y •0 0 TYPE # a00168>'�mayz C C G—m L D -• N D d O L 3 Ta3� m -a 0) U NS F- N C'O JOB # 74190 MASTER - y 8 _ a 0 > D16 ,'o_ dim1OinF-r E c L a1 a7 c C C o H a O 2 ;ALE FW- L aa, m E E 0 O 00 >1` O ° C C O ITS ,a Z O mo ° , 8maid .......... ? MZ�V-om—yry. E0rn �N d3yi7 `� Q biW�a o�4 6 4 m .0 a� 2 Z2 E 111 i W E 0 ate � O UEca�i2$m2.215 47 O 'O y may, y C 3 o w Ph 772409-1010 / Fax 772-409-1015 V M 2 a 2 E� H °mcmOm�.>_v0 http://www.a1truss.com �'s/ f")-o9q? y 8 y E c 2 0 B s zi0-,e)P) 0- LINEN i 41-F--0' CABANA ' Q FLAT CLG PATIO P I[r FLAT CLG. I BEDROOM 20, 10' FLAT CLG lb X1 oX'I `� VN GREAT ROOM' o 10' FLAT CLG. 1 ri W11c. v 1, ml Dv a � iz 11a�► M 6' —Y 1 3/4` BEDROOM 3 U�►� t lo` -7 1/21 10' FLAT CLG, 1� I r LWG ROOM Y0' FLAT CLG.. Icu v , N. 14' -0' _ p�( i N m t � tU t t ❑ w ' t 3' - ' 3` -0• 3' -8• i 17 -G d ' BATH 3 r rrn c 3' -2- 0 10' FLAT CLG, 1O' G r CLOSET t MCI LINEN f W e '-_ _ I,r`r w� ATTIC `ACCESS 22' X 54' PULL D MIN STAIRS I I I I I I GARAGE 10' FLAT CLG. I I I I I I I i I t over, DN NG ROOM LAUNDRY o ED*" lY.� 10' FLAT CLG ICY FLAT CLG, 1 CN t l QI1 PORCH IO' FLAT CLG —0' —10' Z7uc d!!;��p VN: r--- -------------- i I t Cr I 1 I I i I 1 i I MASTER BEDROOM 12" DEEP COFFERED CLG. v I i --------------------- 12-1t 81c i 1 1 I Il 7'-5' VIC. 14101.1 Ill BATH 10' FLAT CLG n.., 32' 32' —,— LEDGE BOVE t LEDGE ' tr ABOVE c 3> 24' X 24' FIXED GLASS 4T 1-4 a g-g ULJgcu - O III O A O -] If) Q Y Lr7 00 ' '0 .\ 0 Li �1D OW�-4"tcu \ I) P4 U m I`- LJ O Ir) Ir) (� $:=I 0 � Q O tY h COC.Jr U H OCT. 10, 2018 1 FILE COPY 4 in FLOOR PLAN 1 /4 = 11-011 32'-0" 11'-0" a 114 A3.00 _ _ L-7 1 L-4 121 El ,. 4" 2'-11" 108 j 104 104 PORCH BIFOLD � 101 10'-O" CLG CABANA °R 7 "m o 10'-0" CLG LL 2680 HC DR BEDROOM 4 10'-0" CLG 0) w (7 w N 2co 12080 PKT. SL. GL. DR. (TEMP'D) GREAT ROOM 10'-0' CLG - L + 10'-0" CLG ¢ ! LAUN 10.-0" LG 13'-4" o w 00 0 w x (7 0 w w O Co SH24 L-2 6'-6" w \ � 2880 0 MIN. SC DR. W/CLOSER GARAGE 10'-0"CLG SH24 t� AM DINING 10'-0" CLG U J (V V 4-7" I8]Q1711 1� I 108 I I I I I I J 1 T-O" MI MI d25 0 © I 0 0I I I KAI(2) 3080IET I I I B— FRNCH.DRS 19 W/THRSHLDEl : ce)r T-6„ cf) FAMILY ROOM 10'-0"CLG MSTR. BEDROOM COFFER CLG ? 10'-0" TO 1 T-0" LO 16'-2" 0011 LUZ Lo co J o N O \ ' — --- -- (`) w �Q o El in 102 I I I �o �,0 N N 2 FOYER a 1 tin MA M40 �� ._. MAIS II �j 2680 L-7 --11251 FRAMED OPENING 11 3'-3" I, 0 cc) w co co Q y80 � -01, 2'-6" 1, 1 2-7" Q MSTR. BATH 10'-0" CLG 101 2680 114 Q FRAMED OPENING --I- a o L 3'-3" 2'x2' FIXED 2'x2' FIXED 2'x2' FIXED L-1 FL-11 101 44" 3'-4" 3'-4" 4'-3" 6-0" I, 2'-7" I, 15'-2" 2'-7" 4 m N r� II I` 2 VT �J I FDOPI in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTOS 5F- t9G313o & Well # 59 2gq I I Dow: 12 2111,9 Revw"r: `.. i o!z SAN I /�� - o s� Y FILE C (P ARCHITECT KEYNOTES FOR FLOOR PLAN 101 MIRROR 102 ROD &SHELF Architectonic Inc 103 (5) SHELVES 104 12"x12" CONCRETE BLOCK COLUMN W/ (4) # 5 VERTICAL BARS IN GROUT FILLED CAVITY. 105 ELECTRIC METER 806 DELAWARE AVENUE 106 ELECTRIC PANEL FORT PIERCE, FLORIDA 34950 107 UPPER CABINETS T: 772 460 7751 109 PANTRY SHELVES F: 772 460 4244 110 DOUBLE SINK & DISPOSAL WWW.ARCHITECTONICINC.COM 111 COOKTOP W/ EXHAUST HOOD 112 DOUBLE OVEN STATE REG # AA26003348 113 22'k54" PULLDOWN ATTIC ACCESS 114 HOSE BIB COPYRIGHT 2017 115 R-11 INSULATION IN WALL 116 HATCH DENOTES TOP OF BEAM @ 12'-2" PROJECT 117 LAUNDRYTUB 119 BUILT IN BENCH 120 BUILT UP SHOWER CURB 121 CONTRACTOR TO COORDINATE POCKET SLIDER M O N RO E TRACK REQUIREMENTS PRIOR TO POURING SLAB 122 BUILD OUT FRAME WALL AS REQUIRED FOR POCKET RESIDENCE SLIDER 123 IRRIGATION PUMP 124 HVAC RETURN AIR THROUGH WALL 125 LEDGER - REFER TO DETAIL 126 HATCH DENOTES 8"x24" POURED CONCRETE TIE -BEAM WITH (2) #5 BARS TOP, MIDDLE & BOTTOM 127 HATCH DENOTES 8"x24" POURED CONCRETE TIE -BEAM WITH (2) #5 BARS TOP, MIDDLE & (2) #7 BARS BOTTOM St. Lucie County, Florida LINTEL SCHEDULE MANUFACTURER. CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIEI) GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSIT BEAM L-1 3'-6" 8974 846 5263 189 8F24/1T-1B L-2 4-6" 8672 1484 4043 606 8F24/1T-1B L-3 T-6" 5681 1116 2426 548 8F24/1T-1B L-4 12'-0" 2193 886 1560 507 8F24/1T-1B L-5 13'-4" 1838 413 1418 193 8F24/1T-1B L-6 17'-4" 1609 330 1005 247 8F24/1T-1B L-7 21'" 1T14—_ww- 8F24/17-1B ?J3 "' RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSIT BEAM RL-1 4-6" 8060 187 3607 99 8RF22/1T-1B RL-2 5'-10" 8060 1038 2733 447 8RF22/1T-1B RL-3 T-6" 5743 2341 2166 1125 8RF22/1T-1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. I 2"- TARY RISER DIAGRAM STUDOR VENT CLIENT CHRIS & SARAH MONROE ' CONSULTANTS I REGISTRATION 1/2" 1 REVISIONS VO. DATE KEY RECerVeD DEC 2 8 7fl19 P611nrsting DePartmer. St. LUslp SHEET TITLE / SHEET NUMBER FIRST FLOOR PLAN I PROJECT NUMBER R18134 DATE 12/21/2018