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HomeMy WebLinkAboutSURVEYS - PLANSFLOOD ZONE " X " 12111CO 165J,.120285 - 2/16/2012 Scale 1" 20' Q.1 ApIgode o„ea WELL HEAD (OUT OF RANGE) FD. I.R.& C. EXIST. SEPTIC TANK DESCRIPTION: (SUPPLIED BY CLIENT) LOT 13 OF "PINE HOLLOW UNIT ONE", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 11 AND 11 A OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. LOT 14 HOUSE FIN.FL.E1-.=23.8O' (LS3435) - �CA=03' 22' R=2900.0000 ARC=170.86 / CUL—DE—SAC RADIUS POINT ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988, MORE SPECIFICALLY SAINT LUCIE COUNTY VERTICAL CONTROL DISK " FRAN ", ELEVATION = 21.93' N.A.V.D. NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 49 (78' R/W) ,/ PINE CONE LANE- 60' R/w i� 2o' e SITE BENCHMARK DAY—GLO PAINTED DIAMOND LOT 18 ELEVATION = 20.39' N.A.V.D. HOUSE FIN.FLEL.=26.50' BASE OF BEARINGS (PLAT) SET I.R.& C. (MITCHELL) f EXIST. SEPTIC TANK FD. I.R.& C. (LS2391) I/yam _ 2 VALLEY GUTTER —_— S as "so 4"e✓ - i�r� LEGEND: P. = PLAT M. = MFASURED C.=CALCULA'TILD D.=DESCRIPTION - I.R.& C. =IRON ROD AND CAP W.C. = WITNnSS CORNER C.M. = CONCRETE MONUMENT I.P. = IRON PIPE N. & D. = NAIL AND DISK P.P.=POWER POLE - L.P. = LIGHT POLE O.H.W. = OVERHEAD WIRES ASIR, =ASPHALT PAVEMENT F.P.L. = FLORIDA- POWER & LIGHT FD.-FOUND P:C. = POINT OF. CURVE. P.T.= POINT OF TANGENCY. P.C.C. = POINT OF'CON20UND CURVE P.R.C. = POINT OF REVERSE CURVE. P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COIvIDTCNCEMENT C/L = CENTERLINE R/W = RIGHT OF WAY P.ILM. = PERMANENT REFERENCE MONUNIMNT P.C.P. = PERMANENT CONTROL POINT LOT 12 C-A, = CENTRAL ANGLE (DELTA ANGLE) TYP. = TYPICAL, HOUSE CONC_=CONCRETE FIN.F .EL.=24.45' sB = SFTDACIC R=RADIUS DG 60, �� 19 C63 i NOT VALID WITFIOUT TIIG SIGNATURE AND TILE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. (F.A.C. 5J-17 ) C.A. MITCHELL AND ASSOCIATES, INC. STATE CERTIFICATE OF AUTHORIZATION NO. LB4276 t .pe.¢ane- v N Q4 CM (ESTA LIS 1985) =� n Plj JANUARY 31, 2019 CL A. MITC ELL, R.LS. REGISTERED LAND SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. LS3541 (SINCE 1982) SCANNED BY St. Lucie County DRAWN sY: C.A.M. WE. APPROVED BY: RBISIONS PROPOSED RESIDENCE, SEPTIC SYS. & WELL 4/16/19 C.A.M. _ . C.A. MITCHELL AND ASSOCIATES, INC. ' ;F s � * Lt'�NQ SURVEYOR'S CEOMATIG CON:�ULTANT.� M�f'fzCR.� 759 S.W. SOUTH MACEDO BOULEVARD, PORT ST. LUCIE, FLA. 34983 772-878-7547 PROJECT LOT 1 OF PILAF HOI-1..�W UNIT ONF-1(16�1:{ PINS CANE L-ANF FORT PIERCE, FLORIDA Sn I. NAME DI�UUQAI�Y AND TOF'OGI�AI�I=�IIC SURVEY f n�� _ D` /) �/OF ,( `% ) '� �-/ SHT. NO. ONE ONE 'E RUARY 1 fTAlc:. r..�l� ........ 2�.� R�Ql: NO: ���] — Rf V. ._.IPF_WAI I A'19/19 C.A.M. - ... _. - _-_-------.. _FORM BOARDS 8/8/19 c.k!V. 4851 owG. File names C:\EPSA\4851 FILE COPY ,,1019 Tmlttls9 �E C0uoM FLOOD ZONE " X " po 5t,�u 12111CO 165J, 120285 2/16/2012 20 0 20 40 fi0 Scale 1" = 20' u NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 49 FD. I.R.& C. (78' R/W) Z_7 FD. I.R.& C Z(LS3435) +ti'' S 89030'54"W 150.00, 176,07' (M.) / —30' WIDE DRAINAGE AND UTILTIY EASEMENT — �C/L DEEP SWALE WELL HEAD (OUT OF RANGE) EXIST, SEPTIC TANK DESCRIPTION: (SUPPLIED BY CLIENT) LOT 13 OF "PINE HOLLOW UNIT ONE", ACCORDING TO THE PLAT THEREOF, z ILI) AS RECORDED IN PLAT BOOK 27, PAGES 11 AND 11A OF THE PUBLIC RECORDS 1 0 0 OF ST. LUCIE COUNTY, FLORIDA. X-� SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. D o cO � LOT 14 HOUSE FN.FL.EL.=23.80' �'�'.- _' ? _ . ve4 .. �< �. Rs inhu uF S_ N �F . mean ._ '`•�` � J M — — 46.16' SB 01 cf)0) 03 ; N p COVERED m PORCH kj BASE OF BEARINGS (PLAT) SET I.R.& C. (MITCHELL) O'IERHEAO WIVES 1 P.P. Qi � I r- r 1 \ y y 'trbc l -3n0 I>u � � �.�� °� T Ji✓� H'1' � _� �' �. '� f �� '�'� J e .err � I 7 /8 w 19 20 a n LEGEND:. P.=PLAT' M. = MLA,,2URED' C. = CAL(,IULATED D. - DESCRIPTION I.R.& C. - RON ROD AND CAP WELL HEAD _ W.C. = WRTNESS CORNER (OUT OF RANGE) C.M.=CCINCRL"TE MONUMENT )S. _ `�,qp/us N. & D. � aa, AND DISK . P.P.=N, URPOLE L.P.=LF+ IT POLE O.H.W. VERHEAD WIRES ASPIFL= TUALTPAVEMENT Z ^ z RP.L. = 11 ORMA POWER & LIGHT p FD. Foy JD 0 -4 P.C.-P4, ITOFCURVE 0 70 P.T. = N I r OF TANGENCY -+ D P.C.C.= ["-.PINT OF COMPOUND CURVE. (O p P.R.C. =P"IM OF REVERSE CURVE PROPOSED —y P.O.B. = P' IINT OF BEGINNING 5 ^�-� ,Fti°I WELL +g � J v P.D.G=P,()ENT OF C0111MENCEMENT s CIL = CE:vTTERLDNE RILIL34. - O RMANENT REFERENCE MONUMENT P.C.P. = PIERMANENT CONTROL POINT C.A. = CEIIrrRAL ANGLE (DELTA ANGLE) 441 T TYP. = TUTICAL . 18.33' LOT 12 CONC.- CONCRETE SB HOUSE SB=SETIIACK PROPOSED FIN.FL.EL.=24.45' R-RADIA fS —WATER M33' / SERVICE Y y NE W / o C4 0 / "PROPOSED" W o EXIST. + ti SEPTIC 1 ST RESIDENCE I'/ TANK # 10648 a� FIN.FL.ELEV.= v i' � 7.33' - u 4 30.00' w 7.33' `m' = CONCRETE L2.67 u u 6.0' A s.0' PARKING o 44.16' , 9.8T w SB 1.83 1.83' 44.17' ry°ry A 24.33' SB I— / 1225 SF + AVAILABLE COVERED ENTRY/ PORCH u rn FOR INSTALLATION OF a N O.S.S.D.S. FD. I.R.& C. ;a v (LS3435) �� 0 p z CA=03' 22' 32" + Can W A Q R=2900.00 2 ARC=170.86 L I $" FD. NAIL & DISK p CA_0'3 02 ti1h ^ �I 14" R_ ,2870. a CUL—DE—SAC _� 00 -"--FD. I.R.& C. RADIUS POINT — ARC_ 1 ti,. (LS2391) 2 1,3 I 1 o PIN — - I � CANE ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON NORTH AMERICAN LANE VERTICAL DATUM OF 1988, MORE SPECIFICALLY SAINT LUCIE COUNTY VERTICAL CONTROL " ", 60 DISK FRAN ELEVATION = 21.93' N.A.V.D. R/W 20' ASPH.- 2' VALLEY GUTTED. —� SITE BENCHMARK DAY-GLO PAINTED DIAMOND LOT 18 ELEVATION = 20.39' N.A.V.D. HOUSE FIN.FL.EL.=26.50' .ADDITIONS OR DELETIONS TO SURVEY MAPS (OR REPORTS BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT TI-IE WRITTEN I,:ONSENT OF THE SIGNING PARTY. 1 F.A.C. 5J-17). FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for NOT VALID WITHOUT TIC SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. (F.A.C. 5J-17) C.A. MITCHELL AND ASSOCIATES, INC. STATE CERTIFICATE OF AUTHORIZATION NO. LB4276 <ESTABLISHED 1985) CLINTON A. MITCHELL, R.L.S. REGISTERED LAdND SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. LS3541 (SINCE 1982) MIN. SETBACK REQ FRONTSIDES CNR SIDES_` REAR ZNG. TECH. C.A. MITCHELL AND ASSOCIATES, INC. DRAWN 8Y: C.A.M. APPROVED BY M.E. REVISIONS PROPOSED RESIDENCE, SEPTIC SYS. & WELL 4 16 19 C.q,M, PR6)[CT SHT. NAME SHT. NO. DATE: FEBRUARY 2019 PROD. NO. 4851 REV. SIDEWALK 4,19/19 C.A.M. LAND SURVEYOR'S * GEOMATIC CONSULTANTS * MAPPERS LOT 13 OF PINE HOLLOW UNIT ONE-10648 PINE CONE LANE BOUNDARY AND TOPOGRAPHIC SURVEY ONE 4851 4851 DWG. File lame: C:\EPSA\4851 759 S.W. SOUTH MACEDO BOULEVARD, PORT ST. LUCIE, FLA. FORT PIERCE, FLORIDA OF 34983 772-878-7547 ONE v �r v O N q N S7 z IT 9'-0" 20'-8" 8,_0., Run conduit thru Attic to this 4'-0" Location Future Pool L-2 25 s.h. Equipment Location L-2 25 s.h. Egress Egress 2680 2680 Pocket Pocket o � 87'-6" 12'-6" 9'-5" 7P-0" 12-0° Trane 4'-0" 16 SEER Meter U.G. I 1 " L-1 H33 Service HB HB s.h. Fol 1 © 0 O II 0 1 H33 s.h. —____- I I Future Safety Glass d I Ref. 1 � V.L W. yo I I I I 8" 5'-8" n 15'-0" �' 0" n 11,_0„ 5, 4p, v 8, 6„ I I o Game Rm. w Lnd. 2 10'-0" Cing. BdDrwrs. 3 rm, 10'-0" 10'-0" Cing. Load �O� Cing. Pantry Bmg. 2880 ° DO 2880 Temp. Glass n Wall Pocke Pocket on 44" Tall Wall] n o 22.5 x 54 ILA, in 0 Attic Access 2880sc El 10o N 1 3'-U" T-11" with Attie 6'-1" Closer I 1 (2)2x12 I 1 m O HB v 2680 I Header 2680------- t----------- J N Pocket -Arched 3080 Arched Arched zv' x se° c Pocket Header ----m ---- -Cl---------- Header Pantry L-� at 96" N O at 96" Cab. N N 0 0 O-------- 36" Cook Top I I I Dbl. Rl 1 Batt insul. o I I I & Exh. Hood 1 1 I Oxen s° in Adj. Walls 8 4,_7n N w 5.1" i — — I _4—, T r — — — — — rl 6„— 1,_2„ J �I I 10, 5„ I I 8„ 5,_4„ I 3, 5„ ° • I I I I I I 3 Ca""� 7'-11" D epih I I II II II II I Ref. 1 25 I 3" Filler s.h. I water Panel I _ Dining I I I line Bollard o FAUX BEAMS IN I i an i d I i I I i o I v 10'-0" Cing. & KITCHEN, DININ �I F-------_1 ,--- I [BaSOg8" Coffer AND GREAT RM. -- -4I 4-------------- __-- I I I v. 25 I I I I I I I II Eflllp 'pp s.h. I I I -I_ I I I I I I I I I 34.5" Tall frame Bdrm. 2 Kitchen I I walls below 1 1 1 ° 10'-0" Cing. & I 10'-0" Cing. 0 LI--- --LL.—----Li------ �1 — 1 I-------LI 1 r, 1 8" Coffer I 25 _----------------------------- I - O0 EF±I~ I-------------`O------------------------ ---- r 1 1 (3) 2 x 12 Beam Top a11t 12'-0" a.f.f. Load L-2 s.h. L_3 h. p Brnd I I Arched Header Brng 4 p l I fig. 1 1 1 1 Wall �' m I 1 I 1 I I Great (Room o I I _ I 1 1 I HATCHED WALL 1 1 I I I 5/12 Nf qult Cing. 9,_8n 10,_4n 8„ 12, 8 I I 17,_4„ I I 2, 6„ a 7'_4" HATCHED Io 1 1 Arched I I j L-15 I I WALL I I , 1 I I BEAM 13'-0" I I F. L-1- 1 1 -- Ceiling Ridge I— at 120 1 I 1 6 Panel o I - — — — — — — — — J I 12'-4"Cing.11 ------ea er , SGD Pocket 12080 S.G.D. 1 1 1 1 1 1 ; 6080 SC Dr, I I I to 13'-0" a.f.f. tth 23" Fixed with Fixed 1 I I with for i i / Glass Above 1 Porch I (Trans. Above I I I an Electric 1 1 fireplace -------- p L7 [ 1 Topp of Beam I L 8 L-7 I 9'-01, fl I -Arched I 101" from F.F.E. .v I Centered i 1 a atader 2680 I „ Load oad gg I 1 Wall 11 11 Bmg w I = I I` 1 wall 111_101P v 1 22.5 x 36 1 N1 Attic ACC. 1 O I I N t------- J Den 1 I FA � r— � ---- ------------I 10,_0"Cing. 1 I 1 -------------� 1 I Master Bdrm. i i 4080 Po 0 1 13'-0" Flat C One Lite #5 Vertical LIP 1 g — — — — in Rake Wall Coffer Cing. I I 4/12 Slope C1 g. L 4 1 I I I 2680 16'-0" L-_5 16080 Overhead 30'-10" 2'-0° 22.5 x 54 Attic Access with Ladder Garage I I 10'-0" Cing. I I from F.F.E. Light Attic Storage `---� Above by Truss Manufacturer 1 ----- L-13- 9080 Overhead L-9 HB Entry 12'-4" Cing. 1 from F.F.E. L-10 Tile Floor 4,-On 1,_4„ 1,_8„ I j P 1 „ Slone Veneer I L-11 at Columns 1 I HATCHED ENTRY I BEAM 14'-0" a.ff. E ❑❑ ❑ t o N 25 L-1Q L-2 L-9 N 4,_8„ 4, 1 11IP lop ~ • r I I n / 1 I 19'-4" I I 3'-4' 5'-6" 12" 1' 6" 1'- 2'-1" = 6'-0° 2,_On 12"I 12n 2,_0„ n / FrenchT - 10'-0" // 3 6080 I I I I 26$0 Cing. I_-8_Cing. I I Pocket : ti / / x I I— L— N = ---- — — — —1 — --J II _J 10'-10--- in fV / HB _?. — — — — ---- -- 10'-0" Cing. PP ,_4„ y,_0„ Floor Plan scale: 1/4" = 1'-0" 9'-0" ❑• •❑ ❑• ❑• •❑ ❑• ❑• J y- 36 x 72 74" x 23" / Tub unit I -3 Fixed Glass N ❑• ❑• r 25 s.h. L-2 Safety Glass 10,_4', 24,_4„ 7,_2„ 34'-8" 75'-6" 54'-10" I I1,� stonem Veneer DeCO. Cubical �n r. clump. ocing. N 6' 0" 2P-10" 1'-10" Pre Fab. 8 x 8 Glass Block (7) Tall _ (7) Wide We]] m L-1 ld N rml. to clnl. O - 44" Tall ni Wall a1 L1 I 20'-2" HB 13'-0" Deco. Cubical Stone Veneer 0 1 2'-4" Ajtuw� alani -IS juaw..pedao 6u11411uaad 6101 19 AYN S13AI373a 3 1/2" Door Casing is being installed Climatic & Geographic Design Criteria throughout Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Round Corner Bead is being installed Insulation Flame Spread: Not to exceed 25 throughout Insulation Smoke Developed Index: Not to exceed 450 2'-0" 4" Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 Stone Project Data Veneer Project Name: Johnson residence ] 0 0 stone Street Address: 10648 Pinecone Lane Veneer ti v City: Ft. Pierce County: St. Lucie 8" State: Florida o Scope of Work L-2 New one level CBS single family residence 25 s.h. ° Design Loads Roof Live Load: 20.0 p.s.f. M 7 Floor Live Load: 40.0 p.s.f. o Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: H Wind Exposure: B 0 Internal Pressure Coefficent: .18 Kfl Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. 25 s.h. Stone Veneer 2,_4" r- 5!one 7 Veneer N N rA N Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 4780 s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electric Code NFPA 70 Area Tabulation Living 2957 Garage 766 Porch 748 Entry 309 Total 4780 Total Cubic Volume: 29570 e f. PRE CAST CON I, LINTEL FILLED WITH CONC. & (1)#5 REBAR TYP. AT INTERMEDIATE BEAN 8" x 16" CONC. BLOCK EXTERIOR WALL BEY SEE FLOOR PLAN FOR VERT, STEEL REQ'MN- 8„ OPENING TRANSOM BEAM DETAIL SLIDING GLASS DOOR FILE REVIE FOR CODE MPLIA E I 1191E COUNTY —i:F BOCC U 1—I � N O W 7t ppppp� � .� W ,n (� Q a 00 f--•I PIPZ C/) N Z a 44 U Q o o W � W --1 L �' W °` ct -- r d " N N PIP t M Q) U U 7� •r"I .pi C N M� O It PIP drawn s.l_ checked 1. date 4/25/19 scale as noted job number 18U88 sheet A-1 14' 0"—T.O_B.----------- 10'-01,{0— - T.O.B. L g, 01, Window Head T.O. Shower Wall 0.00,-0 F.F.E. ■■■■T■■■ ■■■■■■■ Stone Veneer Front Elevation scale: 1 /4" = F-O" 1247T_— — — — — — — Wind Zones - Roof 0.00'-4� F.F.E. Wind Zones - Walls Stucco over CBS Rear Elevation scale: 1 /4" _ '1'-0" Decorative Corbels Style to be Selected mmmmmli ONE FrH Stucco Over son CBS ME LUE-0-1 6" Raised Stucco Band i ----------------------------- I ' I I J' --- L I L __J , Stone Veneer Front Elevation scale: 1 /4" = F-O" 1247T_— — — — — — — Wind Zones - Roof 0.00'-4� F.F.E. Wind Zones - Walls Stucco over CBS Rear Elevation scale: 1 /4" _ '1'-0" Decorative Corbels Style to be Selected mmmmmli ONE FrH Stucco Over son CBS ME LUE-0-1 6" Raised Stucco Band i ----------------------------- I ' I I J' --- L I L __J , Stucco over CBS Stone Veneer Stone Veneer EILI Left Elevation scale: 1/4" = 1'-0" PRE CAST CONC. LINTEL FILLED WITH CONC. & (1) #5 REBAR TYP. AT — INTERMEDIATE BEAM 8" x 16" CONC. BLOCK EXTERIOR WALL BEYOND SEE FLOOR PLAN FOR VERT. STEEL REQ'MNTS. 8RF6 1 B/OT RECESSED ri + + TRUSS BEARING IT-4 TOP OF WINDOW OR DOOR OPENING TRANSOM BEAM DETAIL AT ENTRY DOOR 8„ x1_01. U 0 O0 w C�, rl� Z M Cn J �O w J Q a � Q a w r- r, a ct Z rr ll � Q � o r--I r--I t� U�z M U U � � w O � 4 O � dYeNn s.l. checked s.l. date 4/25/N scale as noted job mmnber 18088 sheet A-2 F-1 F-2 18" x 16" mono. footing 19" x 16" mono. footingwith (2) #5 rebar cont. with (2) #5 rebar cont, and curb 8" 4" to 6" 16" 4" • 16" 18" . 18° CURB FOOTING MONO. EDGE FOOTING AT GARAGE F-3 F-4 8" x 8" mono. footing Recess 4" at Shower with (1) #5 rebar cont g 4" 4" 4„ 4„ 4„ — 4 g^ " 16 . TYP. SHOWER THICKENED EDGE RECESS F-6 F-5 18" x 16" mono. footing 18" x 16" mono. footing with (2) #5 rebar Cont. with (2) #5 rebar Cont. 4" 4" 11 " 4_L12 18" 18" INTERIOR FOOTING INTERIOR STEP FOOTING FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 p.s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. Dowel Rod Repair Note In the event vertical steel has been omitted from the down plocations, drill 5" into concrete (no closer than 3 3/4" froourm edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two part epoxy to anchor the #5 rebar in place. Use either "Hilti C-100" or Simpson Epoxy -Tie. GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated till and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/ t0 W WM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90% hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be.3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f, In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superseded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1/8" per foot for drainage Foundation & Footing Plan scale: 1/4" = l'-0" � N O W 7t W U to a O r�Z V Q W ON CCU N a� >w� 00 U Z i n,/ M rr��•tl �--I U U U � � w i� O 4t drawn sl checked s.l. date 4/25/19 scale as noted job number 18088 sheet A-3 l M STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of 1" concrete cover, or as follows: BOTTOM TOP SIDES Beams: 11/2" 11/2" 11/2" Slab on Grade: 1 1/2" V _ Structural Poured: 3/4" 3/4" _ Poured Walls: _ _ 3/4' Slabs exposed to the weather 3/4" V _ Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318' All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. No slump over 5" shall be permitted for any structural concrete without the Architect or Engineer approval. All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (RISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fe') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof: see column schedule. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearin$ capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. General contractor is to keep the site in a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the St. Lucie County Building Department and the building permit has been issued. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c, Install one layer of 15# felt to framing prior to installing ribbed lath INTERIOR WALL FRAMING NOTE Interior non bearingg walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) #3 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type n) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12"o.c. infield. If roof pitch is < 4/12 instal] (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 5/8" cAx. sheathing or equal installed with staggered joints & GI clips, nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH TO BLOCK WITH 114" DIA. TAPCONS INTO C.B.S. SET AT 6" FROM CORNERS AND AT 12"o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS" 4" FROM ENDS AND 12"o.c. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION SHEATHING NAILING NOTES Nailine Pattern Zone 1: 8d at 6'o.c. field & 4"o.c. edges Zone 2: 8d at4'o.c. edges & field Zone 3: 8d at 4'o.c. edges & field Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Min. nails size 8d or largger ring shank with Min. shank diameter:.113 Min. Length: 2" Min. Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Lich Note Gun nails shall he permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c. at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.c. EXTERIOR SHEATHING Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2" comer bars at beam (outside only) (2) comer bars at footing (min.) vert. dowel lapped with II wall reinforcing, all II laps 25" (min.) in gout II filled cell II Corner Reinforcing Detail 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls CBS v . Min. 1 1/4" embedment 8 � a at windows and min. o a ° 1 1/2" embedment at a' 0.k d a ° ° A. gl. doors co 'Y0y ca � a o ❑ C O ° 1/2" drywall stucco finish J / I perimeter caulk J/ 1/4" max. struct, shim Attach p.t. bucks with 8d coil nails at caulk 12"o.c. attach as per Typ. Alum. window manufacturers jamb or sliding glass product approvals doorjamb NOTE: Method of attachment and Gunable sealants shall compply with waterproofing rocedures are the concrete ASTM C 920 Class 25 grade or same at poured sill. greater for proper joint expansion and contraction - Coat Bucks with DryLock Waterproofing after they have been installed and Chaulked Window & Door Flashinh Detail at CBS Wall Includes Buck Attachment Method Attic Vents Calculation GARAGE, PORCH, ENTRY Attic Area: 1823 s.f. / 150 = 12.2 s.f. required. soffit area = 1671.f. x 1.7 = 284 s.f. Venting Provided: 8 x 16 soffit vent: 85 sq. in. each vent 21 Vents along overhang = 1,785 sq. in. 1,785 sq. in. / 144 = 12.4 s.f. Total Ventilation Provided: 12.4 sq. ft. 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT. DOWEL 3 k w P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK AS NOTED. DOOR SIDES C7 I I i 1/2"x6" REDHEADS WITH MIN. 2" x 118" WASHER 12" FROM ENDS O j AND 16" o.c. MAX. I I I DOOR HEAD q 1/4" x 2 3/4" TAPCONS STAGGERED 24"o.c. Garage Doer Buck Detail Alum. window frame 3/8" continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish Gunable sealants shall comply with ° ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction precast cone, sill corrosive resistant Tapeon concrete srews installed as specified in window manufacturers product approval ,- window sill Typical Precast Conc. Sill Detail I c d hr"einv 10'-0" Bottom Cord Lateral Bracing TAMKO "LIFETIME" FIBERGLASS SHINGLES ON 30# ROOFING FELT OVER 5/8" C.D.X. PLYW( SEE CONNECTOR PRE ENG. WD. TRUSSES 24"c.c ALUM. DRIP EDGE ON Ix2P.T.ON2x6 CEDAR FASCIA, STUCCO SOFFIT WITH 8" x 16" SCREEN VENTS---' 8'4'o.c. AT ENTRY, GARAGE, REAR PORCH LEVEL RETURN BY TRUSS MFG. 12 61 R20 ICYNENE INSULATION 1/2" D.W. 1 x 4 P.T. LJ (2) COURSE BOND BEAM WITH (1) #5 2'-0" REBAR FILLED WITH GROUT EACH COURSE PROVIDE "CASTCRETE" PRECAST LINTELS ABOVE ALL OPENINGS TWO COAT STUCCO FINISH OVER CBS GRADE rr 8 x 16 x 8 C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 16"o.c. 1" INSULATION BRD. ON C.B.S. AND 1 x 2 FURRING 16"o.c. 1/2" GYP. D.W. 1 x 4 P.T. L. F-1 4" 3000# FIBERMD( CONC. OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, — — — — — J TERMITE TREATED FILL Typical Wall Section Exterior CBS wa #5 Vert. reb Typ. Grout filler Perimeter Beam See Truss Layout (2) 2 x 8 p.t. Ledger Fasten to CBS 1/2" dia. 8" long wedge bolts 24"o.c. staggered Ledger to CBS Detail Y Y _!M1 Ln Right Elevation scale: '1/4" =1'-0" �I 04 00 W d1- M V) v—� Nt Q 00 t`- Q a w U W a rC� � Q W t �I Wq, • N. `C, �0z N M M FF iI r--, Q� U � U a O .s: 00 O � drawn s.l. checked date 4/25/19 scale as noted job number 18088 sheet A-4 Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber matreinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C 1325. Per Durock, cement board exceeds ASTM C 1325. Gvnsum Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C 1396. Gvnsum Board & Gvnsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 12"o,c. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C1002 andshall penetrate thewood not less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033" (lmm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112" (lmm to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural insulated panles shall penetrate the wood structural panle facing not less than 7/16"o.c. (11.1mm). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity. Cold Formed Steel Note 1 Cold formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1 1/4 (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. 1� ••l ,11 i' = Wood framing supporting gypsum board and gypsum panel products shall be not less than 2" (5 train.) nominal thickness in th least dimension except that wood furring strips not less than 1" by m 2" (25mx 51mm) nominal dimension shallbe permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached horizontal framing members with 1.5" roofing nails and to vertical wood framing members with 6d common nails or 1" roofing nails driven to penetration of not less then 3/4" of an inch, or 1" wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4". Fasteners shall be 7" o.c. max. 90 DEGREE HOOKS OVERLAP 25" MIN- HORIZ. TIE BEAM STEEL SEE WALL SECTION FOR STEEL REQUIRMENTS POURED CELLS WITH (1) #5 BAR CONTINUOUS FROM BEAM TO FOOTING Change in Bond Beam Elev. 10" Typ. 72 Cast in place rake `beam to underside of truss bottom cord 1 �4 c� I I I l II 'I I II II II II II I i ii I li I n II II II II L L II i!t! Typical II �I Foundation uI CBS Rake Wall Detail Bottom Cord of Truss top plate " gyp. d.w. studs 24"o.c. Stud Grade 4 p.t. sill plate rod base ised Hard Coil ails 12"o.c. max. Concrete Foundation Interior Wall Section Galy. Cap 2" dia. Galy Pipe Set ballard 12" from appliance Galt'. (4) 1/4" x 2 1/4" J Typical Conc. Foundation Tapeons Bollard Detail scale: 1" = l'-0" (2)2x4 TOP PI " SP4 16"c.c. (6) 1 Od NAIL; (2) 2 x 12 HEADI BOND TOGETHI WITH 16d AT 6"c See Truss a5 Vert. Reinf. Layout in Grouted Cell See Floor Plan for Locations - - 10'-0" 1/2" gyp. d.w. F.F.E. engineered sea 24"o.c. �- 1/2" drywall (2) 2 x 4 plate with SP4 with (6) 1Od x 1 1/2" at each stud -1/2" gyp. d.w 2 x 4 studs 16"o.c. 2 x 4 p.t. plate with SP4 with (6) 1 Od x 1 1/2" at each stud wood base i` tree looting de ails 1/2" dia. wed�e bolt with 3" x 1/8' washer 7" embedment 24"o.c. Brng. Wall Detail 4 AT EVERY STUD TH (6) 10d NAILS P & SOLE PLATE ;2) MSTA18 J4) 10d NAILS )2x4STUDS ;x4P.T. PLATE Brng. Header Detail Grout filled CBS cell with #5 vert. 8x16x8 CBS Exterior Wall- Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines 2" v.t.r. to sewer system 1 x 2 p.t. 24"o.c. see wall section for insulation type gyp d.w. Typical 2 x 4 stud tearing wall 2" v.t.r. I I I I 7" 2" Auto Vent I I I 3" 1 3' W.C. I I I 3/id 11 2' Tub Shwr. 2„ 2" v t t 2" v.t.r. 2" Lavir, Lay. WASH. W.0 3'J 3" 2' Shwr. 3" " Plumbing Riser Diagram 2 x 4 p.t. stud fastened to filled cell with 1/2" dia. 6" long wedge bolt with 1/8" x 2" washer 6" from ends and 24"o.c. Brnii. Wall Attachment Detail PLUMBING NOTES: Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2" shall have a slope of 1/8" per foot minimum. Provide Anti -Scalding Valve in all showers. Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. 2' v.t.r. Safe Load Table Notes Installation Notes i 1. All values based on minimum 4" nominal bearing. I g• I Exception: Safe loads for unfilled U lintels must 1. Installation of U lintels must comply with architectural and/or structural drawin s' g be reduced by 20% if bearing length is less than 6 1/2". 2. U lintels can be field cut to the required length. 2. N.R. = Not Rated 3. Cast in place concrete may be provided in composite 3. Safe loads are superimposed allowable loads. U lintel in lieu of concrete masonry units. 4. One #7 rebar may be substituted for two #5 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco rebar in 8 inch U lintels only. applied in accordance with ASTM C-926 or other 5. All safe loads in units of pounds per ]infer foot. approved coating. 6. All safe loads are based on simply supported span. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 2' 7. Safe load ratings based on rational design analysis 6. Shore composite lintels as required. per ACI 318 and ACI 530. 7. U lintels are manufactured with a 5 1/2" long notch at b""`e SHWR. , . �iI �� both ends to accomodate vertical cell reinforcing and g = awniayaf% "bar ,` ,,,;, atbomm oflintel grout :iii F=fiaW Brest rv'ry "'"` widffi Composite U Lintel Materials C.M. er°" " 8 F 16-1 B/ 1 T I • Grout per ASTM C476 fg-3000 psi with maximum 3/8 ' - inch aggregate and 8 to 11 inch slump. cuaCr`�' li�T 75/8" p5 rebar etboaom mm�inilJ qua"'n'Of� o41intle1°_ry b6sm b Tall°° 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with e„ a°� a minimum net area compressive strength = 1900 psi Lintel Type Designation 4. Mortar per ASTM C270 Type M or S PRODUCT APPROVAL Approval Glass Building Rated Product Rated Product Model Number Manufacturer Attachment Method Number Type Design Pressures Design Pressures S.H. Windows Head: 2" max. from corners & (1) at center. Jambs: FL# 17499.1 U-Factor: 0.55 185 SH MI Windows Impact 2" max. from comers & (2) equal spaced at each side of 3/16" +38.7 -50.5 +/_ 55.0 meeting rail. Use Tapcon with 1 1/4" embedment S.H.G.C.:.22 into concrete Fixed Window Head: 3" max. from corners & 13 1/2" max. o.c. all sides FL# 15349.3 U-Factor: 0.55 185 PW MI Windows Impact Use 3/16" Tapeon with 1 1/4" embedment +40.3 -54.0 +/- 55.0 S.H.G.C.:.22 into concrete Head: 6" max. from corners, (2) each side of meeting rail 17"o.c. max. at Head and Sill. Jambs: 6" from comers and FL# 18240.6 Sliding Glass Dr. Series 1610 MI Doors Impact 17"o.c. max. Use 3/16" ITW tapeons with 1 1/4" +34.4 -37.8 +/. 50.0 embedment into concrete FL# 15353.4 Mullion 5764 MI Windows N.A. Two 1/4" Ta cons per clipwith 1 1/4" embedment into +38.7 -50.5 +/- 53.3 concrete with 2 1/2 edge distance. 6" from comers & 14.5"o.c, at lambs. Head and Sill 3" and FL#: 20468.6 Swing Doors Fiberglass Therma-Tm N.A. 7" from centerline. Use 1/4" Tapcon with 1 1/4" embedment +38.7 -42.1 +/- 50.0 into concrete 6" from comers & 14.5"o.c. at Jambs. Head and Sill 3" and FL#i 20468.11 Swing Doors French Doors Therma-Tm Impact 7" from centerline. Use 1/4" Tapcon with 1 1/4" embedment +38.7 -42.1 +/- 50.0 into concrete FL#: 8248.7 Garage Door Model 8000 Wayne Dalton N.A. Jamb Bracket Angle (3) total 5/16" x 1 5!8" lag screws. (7) total+20.4 -22.7 +30.0 -33.3 Bracket 8'-0" height (1) 5/ 16" x 1 5/8" lag screws per bracket. NOA: 18-0129. ] 7 Glass Block LW Glass Block in Malin, Inc. a x a class Block Use #14 SMS with washer into 2 x t. bucks with 1 1/2" min. p +41.2 -52.0 +/- 86.0 Vinyl Frame embedment (2) screws per strap Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 12329 R8 Roofing yr. Shingle L.11 Tamko 1 IA" long roofing nails (6) per shingle -243.5 Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 3'-8" 8974 194 4853 51 8F24-1B/IT L-2 4'-6" 8672 2648 4292 831 8F24-lB/1T L-3 7-6" 3486 798 2084 224 8F24-IB/1T L-4 7'-8" 3129 1893 1640 750 8RF22-1Bl1T L-5 17'-4" 1849 584 1268 107 8F30-IB/1T L 6 4'-4" 8060 675 4409 254 8RF22-1B/IT L-7 1Y-8" 1697 200 1434 100 8F24-1B/2T L-8 17'-8" 1282 200 546 100 8F24-1 B/l T L-9 7'-4" 2661 167 1634 45 8F16-lB/1T L-10 T-O" 6113 401 3547 47 8F16-lB/lT L-11 8'-4" 1843 140 1133 45 8F16-lB/1T 1,12 T-8" 2564 200 1471 100 8F20-1B/lT L-13 10'-4" 3643 641 1510 179 8F30-lB/1T L-14 12'-4" 1075 194 606 51 81716ABAT L-15 I5-6" 950 250 404 60 8F16-lB/lT L-16 10'-4" 1533 470 914 154 8F16-lB/lT L-17 6'-8" 5681 178 2571 50 8F24-1B/1T Mim. Beam depths shown, beams may be increased without comment At Lintels over 24" deep rovide (1) #3 vertical rebar at 24"o.c. along length oAintel Connector Schedule Truss Bearing Truss Connector Qnty' Connector Fasteners Point Uplift ID Uplift 2PYl 14 1574 MTS18 2 2000 (14) 1Odx 1 1/2" per strap N10 3 Ply g 1869 HETA20 2 2500 (6) 16d per strap Bl 8 861 HU26-2 1 1085 (12) 1/4" x 2 3/4" Titen to CBS 2 Ply (6) 1 Od to Truss All other trusses ALL <1000 MTS18 1 1000# (14) 10d x 1 1/2" to Frame All other trusses ALL <1810 HETA20 1 1810# (9) 1Od x 1 1/2" to CBS Valley Supporting Framing 4 ()1 Od TTBSSES <250# VTCR 1 370# Valley Truss , (3) 10d x 1 1/2' Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers spec's. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C- 100 or Simpson Epoxy Tie Epoxy F--1 � N O x Z V t to 00 Q a w <C ai v • rl � U - U `T\\\J��� A Y � o W r� [� �y W ch cl W) r U G 00 r-4 con M 0C M •rV M � U • 1) �•/ A 00 O � `O a � drawn s.l. checked st. date 4125119 scale as noted job number 19088 sheet A-5 Flood �ight ef I Run conduit thru Attic to this Ew�g U.G. Location Future Pool Service Equipment Meter Location wpwp 19, gfi gti n Bdrm. 3 gfi 1 x T I I ® 1 I L---- EP Game Rm. Fan &Light � I Fan & Light /f j © \ ED / S t ` S pc iu attic \ For Under Cab. Lights " AHU Indisc. Attic I gfi gfi 3W-------- 3W ------ g O —0— -------- F--r- — — — — —I� — — , — T' WFI l i i Kitchen --- ---- TI tight �� I I Dining I I I / 11 II II II � II I I Fan & Light I I I I I I T i d i gf; II I I \ efiL I gfi I I I I I I L ----- ------ r�I I J / I T:: I I I g\---------------------------------------- — — p ---- +96"I I Floor Recept. 3 I \I I I Field Locate I I J I Fan &Light I , %� I I '-' C I / 1�1 I To Flood Lights --+------ i i----E3=—i i-----d--- Porch I Great Roo all m Flood \- Lights ' II wP I II II I I gfi I �Y/ I FP r------------------, I i Master Bdrm. I / LFan &Light ------ �— /3w I I Fan & Light I I / I------------------- I w cing. / �' ��----------J p L---- gfi mouus �g i wy, }- Flood Light Electrical Plan Scale: 1/4" = F-0" For Under Cab. Lights Fan & Light Bdrm. 2 Electrical Lod Calculations GDO z I I gfitl Clog. gf+n Clog. Mount Mount / pc in attic Garage T I I I I , I I \ I \ �`�,. _ -_..� I; lei 1 `•---� /j 1 lY4" } t/ I I i 0 50g W. . gfi To all ` �— Flood— Lights / F❑ / ' I F. Entry PC in 1� attic I t------- I 2957 Living S.F. at 3 VA 8871 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Cir. @ 1500 watts 1500 watts One Cooktop 5000 watts One Oven 8000 watts Two Dishwasher & One Disposal @ 1500 watts each 4500 watts One Microwave @ 2000 watts 2000 watts One Water Heater @ 4.5 kw 4500 watts One Dryer @ 5 kw 5000 watts Two Ref. @ 1500 watts 3000 watts Three Baths @ 1500 watts each 4500 watts Well Pump 2650 watts Future Pool Equipment 5000 watts Total 57,521 watts Fan & Light Den _ ........ v VP 1 j "P I I� First 10 KVA at 100% 10,000 watts Remainder at 40% 19,008 watts Total 29,008 watts One AC Heat at 100% 10,000 watts Total 39,008 watts 39,008 W / 240 V = 162.5 Amps Use 200A Service 3 1/2" Door Casing jis being installed throughout / Round Corner Bead is being installed throughout 8 TV & 3 Phones Included. Owners to Supply & Locate at Rough wp soffit i mount g Flood Light soffit mount wp Flood gfi Light DO \\ \1 I 5/8" dia. x 10'-0" long ground rod (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit Panel: 200 A.M.C.B. 200 Amp l,d, 3W 40 Circuit Panel 120/240 Volt disc. 3/4" copper water pipe I I 1 9'-4 57/64" 1 Wall Electrical Ri Electrical Notes ■ (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit F.P.L. service tie ground wire to footing rebars 1. All loads to be checked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code 3. Calculations and panels below are for sizing conduit and overall building load requirements only 4. Ensure min. 36" clear between equipment and disconnects, Typical. 5. Protective ratings shall comply with NEC I10-9 & NEC 110-10 6. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1 Smoke detectors wired to 120V Bathroom fights Non Switchable, Non GF1 Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified ELECTRICAL LEDGEND tJJ,� RECESSED LIGHT WITH LENS Q EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE t-TT,--- SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE r� � It FII RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN L�/J � CEILING FAN EXHAUST FAN OUTLET DOOR CHBvIES bTHERMOSTAT ® SMOKE & CARBON S MONOXIDE DETECTOR DUPLEX OUTLET -SWITCHED -4+ TELEVISION DUPLEX OUTLET 220 V OUTLET TELEPHONE -W SWITCH ❑O PUSH BUTTON -W THREE WAY SWITCH -yt DIMMER SWITCH D NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MIDST BE AFCI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS ALL LIGHTING TO BE L.E.D. U � N W M rh z `J V7 Q a w 1~ - U O Q > rl H � O v� U � U w ct � O 00 00 drawn 51 checked s.1. date 4/25119 scale as Hated job number 18089 sheet A 6 c Z46 0 (V 91_01, 20,_8n 8'-0" Lunduilthru 4'-0" Future Pool 25 s.h. Equipment 25 s.h. Egress Location Egress 2690 Pocket c , Temp. Glass on 44" Tall Wall 0 FIB w ' 00 ��ocket 4, ?„ N w 5,_I„ r -- — I 3080 Arched Pocket H 9b1 - -- J. <I - 12,_0„ 3,_8„ 1141, 1dX� ---= N I 3" ------- Arched ___ �_Q_ _--_--____ Header O 0— at 96'i � 36" Cook Top , & Exh. Hood ` 10,_5., 8„ 5,4 �yioX 24" Tall d Cab. Nat ,p. • N Dbl. (� Oven sO�O _54 per" water 3" Filler RI I Batt insul. in Adj. Walls 16-0" 2'41 9'-0" T-0" 4" Stone Veneer ---------------------- --------- --- Stone 9080 Overhead veneer 160$0 Overhead Zv 30'-10" 8n o 22.5 x 54 Attic AtcesS with Ladder Garage I I I I 10'-0" Cing. from F.F.E. Light Attic Storage Above by Truss Manufacturer 1 25 1'4" Panal I O ' s.h. Dining FAUX BEAMS IN I Casa L� �I i dw i line Bollard O O ev 10'-0" Cing. & KITCHEN, DININ --- 01 -- ------i----1--- I SOg AND GREAT RM. ----- ------ W. I $" Coffer --- -v-------- N I 25 T-6" 1 34.5" Tall fire I I Bdrm. 2 Kitchen walls below I 10'-0" Cing. & I 10'4' Cing HB 1 �---- ----------------s — 8"Coffer I d ------------ � ---_-_------ ----------------- Girder Truss Abo25 25ve - s.h. s.h. '1 Arched Header Great R N _ I a i 5/12 Vault 1 I `7 gr_8„ 10,�„ t- 8" g" 2'_8" I7' 4" 2'_6" j 7' 4„ �� J7CSy/L o Arched t _ I Header co F. cv I J v Ceiling Ridge — — at 120" j — — — — — — - — 12, 4" Cing. I 12080 S.G.D. — — I 1 with Fixed Framing fo POrC�1 I Trans. Above an El 1c J n I F� ane------- Top of Beam I N 9'-01, Arched 10'-0" from F.F.E. J O Center ader at11 1 I _ I 4 I i22.5x36 ;AtticAcc. 1 _ _ _ _ ._ I 13'-0" Fla Ong. One Lite I I y Master Bdrm. 40$0 cket _ _ _ _ _ _ _ _ I I v Coffer Cing. I I N ; /� — 4/12 Slope I ',Ing. I I I I 19'-4" I i 3„ in 5,- ' 2'_0, 12" �2-0" 3, 8., I / French -7 P2680 ocket 12--------_-0"C1----- 1 / / �.... _ -... — — — _. — _. — 11-0" Cing. / _ 1 � 0'-0" Cing. I / o c------ ---------------- 77 ------ -- ----'-------- 0 i I I74" x 2"' c Fixed Glass N , 9'-0" 10'-4" 34-8" 75'-6" 24'-4" 54'-10" 25 s.h. Entry I IT-4" Clog. ; from F.F.E. 1 1 00 Tile Floor I I I 4'_0„ 9,_8,. 4,_0„ 11'4' 1,_8„ 1.-„ Stone Veneer 6 Panel q at Columns 6080 SC Dr. ' with Fixed ; Glass Above I I 25 s.h. 25 s.h. h stone �; Veneer N Stone Veneer �O D0 c r" N 25 I lZ S.h. I fV I I1'-10" I I 4'-8" ; cy 4'-10" I'-10" I � De - 10'- " Cing. veneer ' I cStone ' n Deco. C Cubical PNI i M racing. T-10" 1'-10" vN 2,_1„ 6'-0„ 2" 6'-0" Pic Fab. MT BlocGlass k ( Tall 10 Cln F- wall to (7) Wide ^ r - - i Held Held (V n. - to cl clog. iV 44" Tall WaIl rh 36" - ETub Unit I 1 Deco. p ; p Cubical Ve�'ne� 25 s.h. Safety 2'4" Glass HE T_2" 13-0" 20'-2" 4" 1'-10" 10'-2" N Climatic & Geol;Taphic Desimz Criteria Weathering: Negligible Termite Area: Very Heavy (, Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 N Wall Finishes: Not greater than 200 obi Ceiling Finishes: Not greater than 200 Z can Project Data W Project Name: Johnson residence 00 Street Address: XXX Pnnecone Lane ^ a h City: Ft. Pierce County: St. Lucie State: Florida �" z p Scope of Work j Q gel New one level CBS single family rA residence W Design Loads_ 4-; Roof Live Load: 20.0 p.s. f Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: U Wind Exposure: B Internal Pressure Coe�Tlcent:.lg Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3409 s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electrie Code NFPA 70 Area Tabulation Living 2957 Garage 766 Porch 748 Entry 309 Total 4780 Total Cubic Volume: XXXX c.£ 3 1/2" Door Casing is being. installed throughout Round Corner Bead is being installed throughout v � � e � N v J ti n drawn s.L checked s.L date 46119 scale as noted job nwnber 18088 T T T sheet Floor Plan A-1 scale: 1/4" = 1-0" co ri 9' 311 71 011 HUS16-21 E E p A8 ruz6 A7 ruz6 A5 n i�al A4 A3 �M M _ raW -..., - 'amwuutwaeex'.sdR . M l01 4,1 M 4/12 VAULT . TO 13'4" M""1,at F4 f� 10'-0" CLNG 101-0"\TO 1 471 111 0 n 0 0 iMEN 0 7Z71 1 411 0 10'-0CLNG 0 0 21 24' 211 21 011 1J21 011 21 011I A21 0" [21 011 G21 011 121 011 j,C]dZ 01' 1J 1 On q2_1 011 21 01" O LU m U< z z O wU J1 � _ J V2m P.. LLb O o �o ✓3 m 13i". \ X i r u i n,i I oil 2r'ou h1 op 1 on 1 ou 1 on 1, On '1 01"I .On on 1 n i 011 1 011 Y Y (0 Y c n cb $/1.2 AULT i j j > '00 04 . `.D. 9' 8" BTM OF LEDGER @ 4/12 (HNG CONN.) 111 011 201 811 C1 C4 7' lY FRO 92 N N J Llm 'm a� oo . co (b m 000 121 " BRG WALL AHU Q2 HTu <\ i \ HTU26 2 FC1 \ "1 19 BTM OF LEDGER @ 10'-0" (HNG CON'N.) 311 811 341811 0 F, fi[�H�71[�3yLt] 871 611 N N N N N 7 n N J ) N N M In 3 J 3 3 -� 3. U _ w z 26 o '� W U. r oo(UD' 2oz �" _ 1 11 1 11 0 z 0 i �0 11 1 /� tl 1 11 I 11 2 0 0 2- o M _. - — � Z� �' �6 z E( _ Z z —� U � o 11 1 0 C :a 4dg' )Z [,zo U Z Z Z Z 3' 0" r o *H I 201211 ;-1 71 011 16' loll o J32� J53[ --- - io 3' p 11 `�J lJ co 1>7'EJ31 J1J300 U 101, M o O n i0 U � U 0 LO C 12 N U 00 00 .1 in 3 I FILE COPY 12t41 A, F, F 121_41t A. F. F S� °°oP°O�°°p°'°°c? 131 -0t A. F . F 141_01A.F.F FSS END DETAIL O C 000 °°°°°° O°OO°O°O°O� SQUARE CUT OVERHANG 12 el/2x4 LEVEL RETURNS 6 4-3/16" HEEL HEIGHT 2 -0 3-3/4"' RECEIVED 2 o Fl�[ i MAY 21 1019 � Permitting pepartrnent St, Luc!@Colentl. HANGER LEGEND - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED 101 211 OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEIV,/C-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY B Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE (SHINGLE) 9 ROOF LOADING SHINGLE FLOOR LOADING BEEN ACCEPTED. �,�✓ P SCANNE", TCLL: 20 PSF TCLL: PSF BY fW TCDL: 07 PSF TCDL: PSF St. Lucie County e / l � BOTAL: By Date 37 PSF I DURATION: 1.25 BOTAL: PSF DURATICJ�J: Lj CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE: PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING 1 SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 13) SCAB DETAILS (IF RE=QUIRED) UPLIFT AND GRAVITY REACTIONS.) WARNING Backcharges Will Not IBe Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And 1 Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT 24 LUS24 21 HTU26 HTU28 4 HHUS26-2 HGUS26-2 1 HHUS28-2 HGUS28-3 BUILDER: GEM RES: BLDRS JOHNSON MODEL: ADDRESS: N/A PINE CONE LANE LOT / BLOCK: -- CITY: FORT PIERCE COUNTY ST LUCIE CO DRAWN BY: JIL JOB # : DATE;: 04/09/19 1726692 JSCAI ENTS:... -l� REVISIONS: 1. ADD LEDGER TO ENTRY 4/15 2. 3. 701 S. KINGS HIGHWAY FORT PIECE, FL. 34945 Ph. (772) - 461 5475