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HomeMy WebLinkAboutFLOOR PLANL-9 H36 s.h. 60" x 76" Fix. Glass 24" Fixed Glass Above H36 s.h. L-9 HB 1 npr-n" 37'-0- 14'-4" T-6" 47'-2" 2'-4" 14'-7" 6'-9" 3'-11" 2'-3" 9'-10- 2'-3" 3'-9" 3'-9- 2'-3" 9'-10" 10'-5- 10'-0" 2'-0" 10'-0" 2'-8" Pool Equipment r Location brig. Irng. Pump Pump I Cons. pad for 72" L-_ 1 J 36" 36" House Generator AC Cond. x ass Fix. Glass x ass z ass L-2 Fix, Glass L-2 Fix. Glass 36" x ass L-2 Fix. Glass � Set 4'-0" from wall Transom Transom Transom Transom O 0 O O O O O O 0— 26 s.h. L-1 0 26 s.h. O O 0 L-1 L-1 26 s.h. 26 s.h. HB L-1 ----J L-5 L-5 L-17 A Egress iv Egress 0 Egress Egress N o0 Tema. class °n Tema. Glass °n 0 0 00 00 Temp. Glass on 0 0 0 0 1511111- - --------- -- 000 ---- ----- ------ 00 0 48"Ta11 Wall 48""Tall Wnll 48"'Tall Wall 10080 Overhead 10080 Overhead 0 0� O l o'-o" O 10'-0" 0 10'-0" Cing. Cing. Cing. • ❑ 2880 ; 22'-2"' 6'-5" 6'-5" 15'-0" 6'-2- 15'-0- q'-p" 27'-2" 0p El — — — —0 00 19111 C) •lo D N sul. Walls in Batt Walls 1 `° Bonus Room Bdrm. 2 - 26 Bdrm. 3 nAd. Ali x Attic Access 0 10'-0" Ceiling g �� 10'-0` Ceiling -r c with Ladder q 2.5/12 Vault Cing.03 O " 2880 2p fl0 from 10'-0- 2480 `o %' �C° " Garage m 3 -5 N 10'-0- Cing. 0) m A.H.U. on o Bollard platform ❑' ZY)-� 2880 from FFE 10'-0" N L-"-----------_-- N N Bench Cing. 2ggp ' — Butlers 24" Pantry 0' 0 �/ Under Cing. O� O El O O EJ � - - - - ! f. 10'-0" Hdr. 4'-5"0 7,_0„ 3,_5., 0 H36 L o _ _ l- - <m"ak L-12 r �a O i �'' o ti . Filler r - Cing. - 108"" Closer 0 ❑ s.h. Ref. O / �j �� -_---.- � 28ao5� 30 water h BBQ Grill ❑' --b --._ _� _—_.. Wall line j I o I N O O Oven Gas Ref. _o [::3-9" yy I L-6 ? 2'-6" ih { 8'-10- 13'-2" 3'-0" 8 • 13'-4'" $ 6 36" Cook Top & Exh, HoodN 6'-0" 6'-0'" 2' 0 3'-0" oo 2'-7" T-0"" <V 0 ❑, 0 NOOI( po x 8 d . z P mtw.l . 0 ❑' HB 0 i 6'" Deep 26 S.H. 26 S.H. j Girder Truss Frame to 8' Porch 190100 Pocket 11'-4" Cing. with d. dwwmn ® I o L-4 Lnd. ❑� wide Sliding Glass Dr. 12" Coffer I L- j 11'-4" Cing. t 1 16" Deep o 10'-0" H34 v from FFE Girder Truss °aj I Kitchen Cing. °D 11'-4 Cing Load 7dorng. '"''"14'-1 2 4„L-------J aD allLVL 1 IO O O O Frameto 8"wide N - - - - - - - - - • • 90100 Sliding12 Glass Door I( I I I IGreat E. Room Door L-8 L-7 w l F with 24" Tall 13'-4" Cing. ! 0 a ( 1 V-4" Cing. with o 0 I I Fix. Glass from FFE 1 0 0 I I 12'" Coffer -o o I I `\ 1121 12'-0 Abv. I 1 V-4" 1 V-4" 4'-10" 9'-2" 1 =N Cing. 22'-5" I 9 5ans. 8 T-6" 26'-10" 2'-4- Porch I I I 11'-4"Cing. i l L--- --J L-------I Ell ❑ ❑ `1� of from FFE — — — — — —.� r N 120100 Pocket ! I ; N m Sliding Glass Dr. QI I I I O O I I 16" Deepco Girder Truss L-16 L-15 I I .Study � I Frame to 8"wide 1 ( I 12'-0" Cing. 16" French a� 'o 4' 6" 10'-5" 3'-7" 10 4`3'- 8" 3'-7" 3'-7" I 13'-7" 3'-7" 8" 3'-1" 4t" 15'-7" 8' - 14'-1" 14'-1" (2)26S.H. o L -- -� -- ------ - - - - & 24" Tall Fixed I Glass Trans. Abv. I `i Hdr, at _ Hdr. at ! j �� 0 ❑ 108" oo_ Cab. N Electric 10$" Fireplace Cabinet 00 No.2 26 26 0o m 0 N 0 0 0 0 00 - Column Hl S.H. S,H. 00 N 0 0 0 0 L-12 L-6 ❑ _---------- r s ower O o XE=r Closer Instal. H36 ❑ I Master Bdrm. I 10'-0' iO I " 28805c ih in Adj.aWalls s.h. Cing. g• io r o 0 oard 10'-0" Cing. with °q �Q. N O D O 0 12Coffer 5080 I Nitche m I 5'-0" �° — - zo lk� 60"' 76"" 19'-0" 3'-9 3' 0" 4'-0" 3'-0" 4'-3" 19" 2'-7 12'-6'" 31'-5 2'-4" x Fix. Glass I o I 0 y. OHO 2680 L O A.H.U. on platform L-11 I m co 36"x 66"Tub N C. Closet 22.5 xi54 Attic Access with Ladder �i Garage Unit in Deck N 10'-0" Cing. I I O ry00 o i 10'-0" Cing. h 10'-0" Cing. from FFE H36 s.h. I I O �' 10'-0" 8'-1' op L-9 L------- -----� O ryw Cing. HB Ell [El e Ell. 0 60" x 20" HB 60" x 20" Fix. Glass L-10 L-10 Fix. Glass IIJ-Ji 60" x 20" L-10 Fix, Glass F'—.I 00 0 Transom Transom Transom HB L-5 L-5 ---� 10080 Overhead 10080 Overhead AC Cond. O DO -_----_-_O0O ❑❑ ❑ 29'-0- 9'-5" 10'-8" 9'-3" 4'-10" 10'-0" 2'-0" 10'-0" 2'-8" 18'-3" 58'-4" 29'-5" 2' 4" Floor Plan Scale: 3/16" = V-0" L-6 26 S.H. 26 S.H. Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 6136 s.f. Design Loads 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: II Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Scope of Work New One level CBS Single Family residence Building Code 2020 Florida Building Code: Residential 2017 National Electrical Code: NFPA 70 C . b.0 N W, W z U N Lu 0 J Q F- z W W (Y N W d• M J LL. N V L N a ai U m a a� LS7 CD a) LO co t to I LO 00 N r` N U Jhaa Area Tabulation Living 3982 Garages 1526 Porch 554 Entry 74 Total 6136 Total Cubic Volume: 43,767 c.f. Cast Crate Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLI GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS, L-1 4'-6" 8672 827 4292 149 8F24-1B/1T L-2 4'-6" 6113 911 2724 144 8F16-1B/1T L-3 4;-8" 7917 875 3935 95 8RF26-1B/1 L-4 T-8" 8974 1120 4853 175 8F24-1B/1T L-5 11'-4" 3127 639 1510 100 8F28-1B/1T L-6 T-0" 6472 333 3508 112 8F40-1B/1T L-7 9'-0" 3486 6390 8974- 1238 6036 298 1811 78 8F24-18/1T L-8 T-8" 770 2494 1 133 8F32-1B/1T L-9 T-4" 482 5591 110 8F24-1B/1T L-10 6'-4" 592 835 105 8F8-1B/1T L-11 5'-8" 332 679 3295 4409 76 94 8F24-1B/iT 8RF22-1B/1T L-12 4'-4" 8060 _ 3486 6472 1075 L-13 8'-0- 200 1811 100 8F24-1B/1T L-14 T-0" 1114 3508 179 8F32-iB/1T L-15 13'-4" 1025 200 717 770 404 1634 251 100 175 8F16-1B/2T BF16-1B/1T 8F16-1B/1T L-16 17'-4" 950 L-17 T-4" 1 2661 Min. Beam depths shown, beams may be increased without comment At Lintels over 24- deep, provide (1) #3 vertical rebar at 24"o.c. along length of lintel Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. I Exception: Safe loads for unfilled U lintels must m be reduced by 20% if bearing length is less than 26 6 1 /2' . S.H. k 2. N.R. = Not Rated o v 3. Safe loads are superimposed allowable loads. 26 " 4. One #7 rebar may 6e substituted for two #5 S.H. rebar in 81nch U lintels only. L-6 ;� 5. All safe loads in units of pounds per tinier foot. Qt) 6. All safe loads are based on simply supported span. T Safe load : �fings based on rational design analysis per ACI 318 and ACI 530. ,m ,ac �N :eni °n oni:wl F=ilytl pout �eu i CM UC) E '= 81716-1B/1T m,«e o h' Lintel Type Designation Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field out to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM 0-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1 /2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM 0476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Reber per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM 0270 Type M or S n3 —0 I• W U z L11 0 UJ X QpW `v U LLI CU a) C r LO • ~ Nr Nr M _N f r o 00 U Wcli N00 v Q C°S r drawn S.I. checked s.l. date 1/14/22 scale as noted job number 21072 sheet A-1 C 0 O U N U J N N c J O O 'S N O M M 0 T SOP Floor Plan Scale: 3/16- = 1'-0" Building Data Occupancy Type: Group R C) Construction Type: V Number of Stories: One Project Area: 6136 s.f. Ci 0 N Design Loads O L Er w 00 t Z M Roof Live Load: 20.0 p.s.f. U J Floor Live Load: 40.0 p.s.f. -- to CIO Wind Speed: 160 MPH b.0 U Wind Importance Factor: 1.0 - — U.]w Ln Building Category: II a 00 r Wind Exposure: B Internal Pressure Coefficent: .18 J Structure Designed: Enclosed — Q r Soil bearing capacity: 2000 p.s.f. cai z -T Scope of Work 0 a ; o New One level CBS J Lo Single Family residence w CD M Building Code � 2020 Florida Building Code: Residential U) 2017 National Electrical Code: NFPA 70 Area Tabulation Living 35132 Garages 1526 Porch 554 Entry 74 Total 6136 Total Cubic Volume: 43,767 c.f. Cast Crete Lintel Schedule All Reber 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 4'-6- 8672 $27 4292 149 8F24-1B/1T L-2 4'-6" 6113 911 2724 144 8F16-113/1T L-3 4'-8" 7917 875 3935 95 8RF21 L-4 3'-8" 8974 1120 4853 175 8F24-IB/IT L-5 11'-4" 3127 639 1510 100 8F28-113/1T L-6 T-0- 6472 333 3508 112 8F40-1B/1T L-7 9'-0- 3486 298 1811 78 8F24-IB/1T L-8 T-8" 6390 770 2494 133 8F32-IB/1T L-9 T-4" 8974 482 5591 110 8F24-16/1T L-10 1 6'-4" 1238 592 835 105 8F8-IB/1T L-11 5'-8" 6036 332 3295 76 8F24-113/1T L-12 4'-4" 8060 679 4409 94 8RF22-1B/'IT L-13 8'-0" 3486 200 1811 100 8F24-1B/1T L-14 T-0" 6472 1114 3508 179 8F32-113/1T L-15 13'-4" 1 1075 1 1025 770 251 8F16-1B/2T L-16 17'-4" 950 200 404 100 8F16-1B/IT L-17 1 T-4" 1 2661 1 717 1 1634 175 8F16-1B/1T Min. Beam depths shown, beams may be increased without comment At Lintels over 24" deep, provide (1) #3 vertical rebar at 24-o.c, along length of lintel Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1 /2". 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One 87 retain may be substituted for two #5 rebar 'n 8 inch U lintels only. 5. All safe loads in units of pounds per linier foot 6. All safe loads are based on simply supported span. 7. Safe load ratings based on national design analysis per ACI 318 and ACI 530. w"av a as ne.� .ornoi �I 8F16--1 B/1T .,.�"s� Lintel Type Designation Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM 0-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Reber per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM 0270 Type M or S FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for O LL W U Z LL1 w X 1 i U) 0 70 LLJ 0 � (Y N m i LLJ U LLJ L J Lu 7-5 F— drawn a.l. checked s.l. date 10/19/21 scale as noted job number 21072 sheet A-1 -' F-1 F-3 F-4 F-6 F-7 F-8 F-9 F-10 18" x 16" mono. footing with (2) #5 rebar 18- x 16- mono. footing with (2) #5 rebar cont. 18"" x 16" mono. footing with (2) #5 rebar a� F-1 18" x 16" mono. footing cont. 4" and curb 8„ Slope Cont. 4 Recess 4"" at Shower 4" 4 v 'v with (2) #5 rebar cunt. 20 4" 16" — R7n&_ R x 8" Footing 121818-`o.c. 3 each way #5 Re "o•c. each w'4y wi with nu us rebar continuous 18"� 18- ler T-0" � #5 Reber T-0" Typical MONO. EDGE FOOTING CURB FOOTING AT GARAGE STEP FOOTING Square PAD FOOTING Square PAD FOOTING TYP. SHOWER RECESS THICKENED EDGE INTERIOR 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 meets meet the ACI Standards 347 and 301 =_ Contractor to verify all building setbacks prior to the start of construction. A formboard be building department for survey shall submitted to the approval prior to pouring concrete. F^ (n 4 SOIL STATEMENT: 'D rn Foundation has been designed for a soil bearing capacity of 2000 p.s.i. W Z -ct M 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 CD t discrepancy to suggest the soil may be inadecuate, he must U immediately report it to the owner and the Architect or Engineer W L so as to order a soil boring test. y.+ LO 0 GENERAL FOUNDATION NOTES J J N Concrete shall be a minimum of 4"" thick over clean, compacted, Q termite treated fill and 6 mil polyethylene vapor barrier. • U v If concrete slab contains 6" x 6" 10/10 WWM provide I- coverage vl F- � y Concrete shall have at minimum compressive strength of not less than 3,000 Z a p.s.i. `/ W O All 90% hooks are to be extended 10"" minimum beyond the turn. iV 0 > 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. J r-+ (n LO Minimum coverage for rebar shall be 3"" in footings and 1 1 /2" in W 0 M bond beams. Hooks may be rotated horizontally if required to LU achieve minimum coverages. > Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation design assumes that the soil has a minimum T load carrying capacity of 2000 p,s.f. ' A V, 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 Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4"" �1 from 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. Cast in place sill or Tie Beam Option In the event that precast products are damaged in the field cast in place sill ; and tie beams may be used (not to exceed 5'-10") Typical cast in place tie beam to be a min. 8" x 12" with (2) #5 top and (2) #5 bottom 2" v.tr. to sanitary Plumbing Riser Diagram system 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. Shower LL O LL 2 O H 0 U M N h U M v W LO C CQ 00 U o z h W N Q 00 co T 0 LU Q r-. m i UJ LIJ J Co W H drawn 6.1. checked 5.1. date 1/14/22 scale as noted job number 24072 sheet ^/ A Roof Plan Scale: 3/32`" = 1'-0" 10'-01�--- n7 1/2- d.w. 1/2" drywall pre engineered, KI trusses 24' o.c. 2 x 4 plate 1/2' d.w. R11 batt insulation 2 x 4 blocking at mid point of wall 2 x 4 studs 16-o.c. 2 x 4 p.t. plate sealant under IN V / `wood base sill plate --\ 0.00'-4- F.F 8d Cased hard coil nails 12' o.c. FFE Adj. Wall at Garage 1 I V111 L—ICVQlIVI I Band,Typ. Scale: 3/16- = 1'-0" Three Coat Stucco over paper backed wire lath over one layer of House Wrap over 5/8" cdx plywood fasten as per Nailing Notes Line of interior :�O Ceiling--\ T.O.B. T.0.6. - _ — i 00 LE bear ievation Scale:3/16" 1'-0- I Ir Ali it l 1, Ridge 22'-3"" ' U C U) O X L W Z C'3 W T.O.B. 10'-0- W 0 Window 8'-0- Head ® J _ Q U_ Z W o F.F_E * 0.00' J CO U w Q� 4-) 0 Y 1 _ T.O.B. 1'-4"" T.O.B. 10'-0"' Window 8-0- ead F.F.E. 0.00' l u� �i Two Coat Stucco over C.B.S. Right Elevation Scale: 3/16- = 1'-0" II Eievation Scale: 3/16- = 1'-0- N W M J LL LO CD CD N CD i I N 00 4l ^ LL N n U @ N a U_ N O LO O M c CU H Q (U U LIJ M M C Ln N / =oz, U 0 Oil f/ v CU/ ¢ M r T a O = LL o U W ffn N U Z W W -J zs ry J N O m N '7 y J W uJ 06 v W i O f— J T O U) M M M O r U drawn s.l, checked s.l. date 1 /14/22 scale as noted job number 21072 sheet A-3 Roof Framing Plan 0Top ♦ - i • ■ 0.00' (2) Ply Pro (2) Ply Pre Eng. Truss %-Eng. Truss (3) MTS18 Straps with (2) HTS24 Straps with (14) 10d x 1 1/2"" nails (24) 10d x 1 1/2" nails per strap. per strap. Allowable Uplift: 3000 lbs. 10'-0" Allowable Uplift: 2900 Ids, / Applied Uplift 2951 lbs. I Applied Uplift: 2605 lbs. - 4 x 8 No. 2 SYP Column � 4 x 8 No. 2 SYP Column (2) LTT20B Tension Tie with (1) 5/8"" dia. x 8" Wedge Bolt with out washer to conc. & (10) 10d to column. Allowable Uplift 3000 lbs. Applied Uplift: 2951 lbs. Aline with Wall Framing Sea Footing Details ___f Interior Brng. Column Detail Brng. Point 16 at A15G Truss 9.00'* u See Footing Details (2) LTT208 Tension Tie with (1) 5/8" dia. x 8" Wedge Bolt with out washer to conc. & (10) 10d to column. Allowable Uplift: 3000 lbs. Applied Uplift: 2605 lbs. Aline with Wall Framing Interior Brng. Column Detail Brng. Point 17 at A01G Truss Connector Schedule Truss Bearing Truss Connector Qom"' Connector Fasteners Point Uplift ID Uplift A15G 33 2188 HETA24 2 2365 (12) 16d x 3 1/2" 2 Ply 14 204 HETA20 1 1810 (9) 10d x 1 1/2" FG01 12 2143 HETA24 2 2365 (12) 16d x 3 1/2" 3 Ply D06G 8 1440 HETA20 1 1810 (9) 10d x 1 1/2" 2 Ply 10 1281 HTS20 1 1310 (20) 10d All other trusses ALL <990 MTS16 1 990# 04) 1Od 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) 1Od Trusses <350# VTCR 1 370# valley Truss (3) 1Od x 1 1/2" Connector Schedule Developed from the Truss Placement Plan and Engineering from East Coast Truss Company Job Number J43060 Dated 11 /9/21 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 O L1_ Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy WU Provide equal number of studs under girders equal to z the number of plys. W Missed Tie Down Strap Note 0 N In the event the Tie Down Strap has been omitted from the W Layout location, install one HTSM16 strap at the proper location. Fasten with (4) 1/4" x 2 1/4" Titen 2 screw to C.B.S. and (8) 1Od x 1 1/2" to truss. MAXIMUM UPLIFT 1110 lbs. O 5 1/4"wide Beam Pocket for LVL 1. Bottom at 10'-0' LVL1 : H 0 APPLIED LOAD ALLOWABLE LOAD UPLIFT: 3720 lbs. UPLIFT: 5430 lbs. J U Fasten LVL to CBS with (3) HETA16 with (8) 16d x 3 1/2- nails per strap Use 15# felt moisture barrier between beam and wall Typical Cl) U J N CD LUM Z ch J nr U- � to W i I LO Q Co a J Iy n a � v z a o W ; O o Cr W rn W It C CU � LO 1 LU N ~ o • (U 00 Z U CD Lu 0 v C Q 00 M 41 c 0 U C a) W N —1 :D m N L a) to LU N o 0 Jco Lu O Cl) O r drawn S.I. checked s.l. date 1/14/22 scale as noted job number 21072 sheet A-4 STRUCTURAL NOTES GENERAL ROOFING NOTES All reinforcing steel shall be high strength billet steel and shall Roofing to be composed of and attached to pre manufactured conform to ASTM A-615 grade 60 specifications. Lap continuous wood trusses as follows: reinforcing 48 bar diameters or 30" in beams and in slabs. Lap Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and bottom steel over supports and top steel at midspan. Hook end laps, fasten with coorosion resistant annular ring shank nails discontinuous ends of all top bars. Reinforcing steel shall have at 6-o.c. in laps and in staggered rows spaced 12 "o.c. in field. a minimum of I" concrete cover, or as follows: If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. BOTTOM TOP SIDES 5/8- c.d.x. sheathing or equal installed with staggered joints & GI clips, Beams: 1 1 /2" 1 1 /2' 1 1 /2 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. 1 Slab on Grade: 1 1 /2"" _ Structural Poured: 3/4" 3/4" - All roof trusses are to be pre -manufactured assemblies provided by Poured Walls: _ _ 3/4 a licensed wood truss fabricator with seperate drawings and data Slabs exposed prepared for actual project conditions by a Florida registered to the weather 3/4" 1 �� professional engineer certified for truss design. Any deviation from _ the proposed plans as shown regarding placement or bearing shall Reinforcing steel shall be detailed and fabricated in accordance be brought to the attention of the truss engineer prior to fabrication the trusses. The truss manufacturer's certified layout shall govern with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures and the current ""ACI Building Code 318" of after fabrication. The handling, erection, and fixing of wood trusses shall be in All structural steel shall conform to current ASTM Specification A-36 accordance with the specifications contained on the certified mfgr's. drawings and data. All wood in contact with masonry shall be pressure treated or approved All engineered headers and truss hangers to be provided by the seperating material. truss manufacturer. All dimensions shall be verified in field by the contractor. If there are Splitting or cracking of structural components due to installation of any discrepancies the Architect or Engineer shall be notified before hardware is not permitted. proceeding. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and No slump over 5" shall be permitted for any structural concrete without standard practice. ns 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 NOTES SHEATHING NAILING NOTES Construction (AISC), The Florida Building Code and all applicable — local codes. Nailing Pattern Nailing Schedule Structural Concrete shall attain a minimum ultimate compressive strength ROOF &FLOOR DIAGRAM (Fc') in 28 days as follows: Zone 1: 8d at 6""o.c. field & 4"o.c. edges Zone 2E,2R,2N: 8d at 4'o.c. edges & field Use sheathing with #8 gun nails at 6"o.c. Column Footing and Wall Footing: 3000 p.s.i. Zone 3E,3R: 8d at 4-o.c. edges & field at supported panel edges and #8 gun nails at 6" o.c. at intermediate supports. Column and walls from foundation to roof: see column schedule. All other concrete: 3000 p.s.i. Pneumatic Nails ROOF SHEATHING TO GABLE END FRAME Footing sizes and reinforcing are based on allowable soil bearing Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Use #8 gun nails at 4""o.c. 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 Min. nails size 8d or larger ring shank with EXTERIOR SHEATHING proceeding with the work. Min. shank diameter:.113 Min. Length: 2" Use #8 gun nails at 4-o.c. at panel edges Timber (Heavy Timber Construction) Min. Head Diameter:.280 Full Round Min. Ring Diameter . over shank dia. and #8 gun nails at 4-o.c. at panel top and bottom and 6 o.c. in field (a) Truss manufacturer shall submit a signed and sealed shop per Min. 16 to 20 Rings per Inch drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. Note (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. Gun nails shall be permitted as an acceptable fastener from any manufacturer All wood members shall have a minimum fiber stress in bending Wood screws meeting the same size requirement of 1200 p.s.i. with 1 /360 max. deflection. may be used in lieu of nails without comment All bolted connections shall be 1/2" Cadmium plated or better. Wire Lath Attachment I n ti with minimum Lag bolts to be used on y in s ear connec o 4- threaded penetration past steel plate. Over wood framing the paper Lag bolted conditions shall be drill tapped no larger than the backed wire lath shall be installed internal thread diameter and shall not be hammer driven. over one layer of approved plastic house wrap. Lath shall be attached Under Girder Trusses provide equal number of studs as girder horizontal framing members with 1.5" plys at frame bearing locations roofing nails and to vertical wood framing members with 6d common GENERAL REQUIREMENTS nails or 1" roofing nails driven to All work to be as per the current edition of the Florida Building Code penetration of not less then 3/4" of an inch, or 1" wire staples and meet or exceed all applicable local requirements. driven flush with the plaster base. General contractor is responsible for all labor, materials, utilities, testing, Staples shall have Crowns not less " waste removal, storage, securing of site, accomodation, transport/freight, than 3/4 and shall engage not less and all other cost related to the completion of this project., unless explicitly than three strands of lath and identified here. penetrate the wood framing members Owner is responsible for all municipal related charges such as impact not less than 3/4". The fasteners must penetrate the wood framing members - -- - - fees, and water connection, except building permit fees, which are to be not less than 3/4". Fasteners shall be included in the construction bid. 7" o.c. max. 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. corner bars at beam (outside only) (2) corner Unless otherwise noted, the installation of specified hardware shall bars at footing (min.) - 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 Building Department vert. dowel lapped with and the building permit has been issued. wall reinforcing, all EXTERIOR CEILING & SOFFIT NOTE laps 30" (min.) in grout - filled cell 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 bearing walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) #2 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. THRESHOLD NOTE At egress door (see floor plan) the max. hgth. o of the threshold shall be 1 /2" 0 BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH TO BLOCK WITH 1/4' 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 - NAILS" 4' FROM ENDS AND 12"o c all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls OR T USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION Corner Reinc;ing Detail 9 v d hn+tnm r,d hrarinx Bottom Cord Lateral Braci 90 DEGREE HOOKS OVERLAP 25" MIN. Chance in Band Beam Elev. Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108A A108.11, Al18.1, Al18.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C1325. Per Durock, cement board exceeds ASTM C1325. Gypsum 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 C1396. Precast Lintel Gypsum Board & Gypsum 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 0 0 _ B Window or Door Head r7l 12'-0" 3/8" continuous bead of 13'-4- caulk (back bedding) behind buck to prevent liquid passage Precast Lintel 8RF6-1 B at door Precast Lintel 8F8-1B at window accordance with ASTM C1002 andshall penetrate thewood not Transom Header Detail 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" (1 mm) 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 set flange in continuous bead of caulk across the entire face of buck CBS Min. 1 1/4" embedment ° ° . at windows and min. d d 1 1 /2" embedment at ° ° d sl. gl. doors 0 LWM200 Waterproof 8'-0"" Coating on the inside of the Janbs, Head & Sill min. 8"' cv 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT. �, .. DOWEL of ceramic the or other required nonabsorbent finish material shall u P.T. 2 x 6 AT (3) SIDES OF conform to ASTM C1396, C1178, C1278. Use of water resistant OPENING, FASTEN TO BLOCK gypsum backing board shall be permitted on ceilings. Water AS NOTED. resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or DOOR SIDES exposed edges, including those at wall intersections, shall be I 1/2" x 6`REDHEADS WITH MIN. sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be Z 7' x 112"" FROM ENDS 6-WWASHER n AND 1""o.c. MAX. direct exposure to water, or areas subject to continuous high humidity. 0 1 DOOR HEAD 1/4- x 2 3/4" TAPCONS STAGGERED Cold Formed Steel Note 24'o.c. Cold formed steel framing supporting gypsum board and gypsum Garage Door Buck Detail 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 Flat Conc. Tile Roofing bearing cold formed steel framing shall comply with AISI 5200 over Peel and Stick" Pre Engineered Wood and ASTM C955, Section 8. underlayment on 5/8"" Roof Trusses 24""o.c. c.d.x. plywood fastened as Shop Drawings by per nailing schedule Others Wood Framing Note See Connector Provide Metal Channels at Schedule Wood framing supporting gypsum board and gypsum panel Hip and Ridge locations to products shall be not less than 2" (51 mm) nominal thickness Support Cap Tiles Galv. Drip Edge in th least dimension except that wood furring strips not less 12 over 1 x 3 p.t. than I- by 2"" (25mm x 51mm) nominal dimension shall be 5 permitted to be used over solid backing or framing spaced Spray Foam 2 x 8 Cedar not more than 24"o.c. (610mm) Insulation per Fascia Energy Code 10'-0T.O.B. o 11'-4 M STEEL rION FOR GENTS 3 WITH JTINUOUS D FOOTING 1/2" dmw / 1 x 4 p.t.� Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each course 1 x 2 p.t. furring strips 24""o.c.-\ over 3/4" Insul. Board 1 /2"" d.yv #5 Vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix Conc. on .006 Visquine on Clean Compacted, Termite Treated Fill - o M 0.00' — F.F.E. v F-1 N •� Stucco Soffit over High Ribbed Wire Lath Fastened to Trusses, Provide (1) Layer of #15 Felt on Trusses under Lath Provide Venting at Garage, Porch, and Entry Areas 8x16x8 CMU Typ. Stucco Finish over Concrete Block. #5 Vert. Rebar with 10" Hook and 30"" Lap. Tie to Vert. Rebar In Cells Grade 18` x 16" 3000# Cont. Conc. Mono. Footing with 1'-6" (2) #5 rebars cont. Typical Wall Section stucco finish y perimeter caulk Attach p.t. bucks with 8d coil nails at 12 O.C. Typ. Alum. window . jamb or sliding glass doorjamb u drywall 1/4" max. struct. shim caulk attach as per manufacturers product approvals NOTE: Method of attachment and Gunable sealants shall comply with waterproofing procedures are the ASTM C 920 Class 25 grade or same at poured concrete sill. greater for proper joint expansion and contraction Coat Bucks with LWM200 Waterproofing after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method window frame - 3/8- continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shi set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish corrosive resistant Tapcon concrete screws installed as specified in window manufacturers product approval window sill ° \ E Gunable sealants shall comply with T ASTM C 920 Class 25 grade or ° greater for proper joint expansion and contraction precast conc. sill Typical Precast Cone. Sill Detail 2 x 4 blocking at 4'-0"o.c. starting from ridge between both top and bottom cords for two truss spaces from gable end See truss shop drawings 2 x 4 diagonal "X" bracing at 8'-0""o.c, starting from ridge with (3) 12d each end re71.11 (2) 12d_X�trusses 24"" /\ see layout Continuous 2 x 4 Lateral bracing at 1 /3 points of span. Nail with (2) 16d each truss btm. cord J Continuous 2 x 4 bracingfastened to beam with 5/8" x 6" wedge bolts with 1/8" x 2" washer 24"o.c. Gable End Bracing Detail Gable end truss by truss mfgr. 5/8" c.d.x. plywood with 8d nails 4'o.c. Cover with House Wrap 2x 'L" web stiffener as required by the truss mfgr. "Simpson- HETA16 truss to bond beam with 04) 10d x 1 1/2" located at each truss vertical `Concrete Bond Beam U Q O N M N O L LU Z vt CO C7 J LO co bA .� N U 94* �0 a 00 r ® J I j .. r- U v � Z Z a U U o > o Ct LLI Of cr> Q U) Q� Q LU r u7 ~ 4- N D' =oZ, T 00 U O w N Q00 M T T O a LL o U Lu N ULU N J Z W ® N CO N N "C J Lu LU 06 -a LU3 2 _J ca o O f-- > F_ CD CY) a) :D o T U `.., drawn s.i. checked $1 date 1/14/22 scale as noted job number 21072 sheet 10'-0"" t-- pre engineered trusses 24"o.c. see footing details 1/2" drywall (2) 2 x 4 plate with SP4 with (6) 10d 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) 10d x 1 1/2" at each stud wood base 1/2" dia. wedge bolt with 3" x 1/8 washer 7- embedment 24"o.c. Interior Brng. Wall Detail Product Approval Affidavit Form Category Subcategory Approval Numbers Manufacturer Model Number Glass Type Attachment Method Building Design Pressures Product Rated Design Pressures A. EXTERIOR DOORS Swinging FL#: 10597.9 CGI 7700 Impact Head & Sill: 4"" from corners & 6"& 10"" from Astragal. Jambs: 9 1 /2'from corners & 6-above & below lock & center between the hinges. Use 1/4" Tapcons with 1 3/4" embed. in concrete. +38.7 -50.0 +/- 50.0 Sliding FL#: 10987.6 CGI 7650 Impact Head & Sill: 6" max. from frame corners and 4- from each Astragal or Interlock. Jambs 16""o.c. max. P Hooks 12""o.c. Use 1/4" dia. Tapcon with 1 3/4" embed. into concrete Use (2) anchors at each location +38.7 -50.0 +/- 60.0 Sectional FL#: 15371.2 DAB Door Co. 824 N.A. 5/16"" x 1 5/8" Lag Screws (Full Tread) One at each Steel Track Bracket. +21.3 -24.1 +36.0 -44.0 B. WINDOWS Singlehung FL#: 90645 CGI 7100 Impact Jambs: 6.5"& 9.5"max. from corners & 4-& 16.5"max. on each side of the meeting rail. Use 1/4`Tapcon with 1 1/4` embed. into concrete +38.7 -50.0 +60 / -60 Fixed FL#: 9063.7 CGI 7500 Impact Head & Sill: 6" from corners and 7"o.c. Jambs: 6"" from corners and 7' o.c. Use 1/4" Tapcon with 1 1/4"" embeded into concrete +38.7 -50.0 +/- 50.0 Mullion FL#: 9187.1 CGI ClippedTube Alum. Tube Impact Mullion. Fasten Standard Mullion Clip to CBS with (4) 1/4" Tapcons with 1 1/4` min. embedment into concrete +38.7 -50.0 +/- 70.0 D. ROOFING PRODUCTS Roof Tiles FL#: 7849.4 Boral Tile Flat (Bermuda) Adhesive Set -45.0 -102.3 Roof Underlayment FL#: 5259.1 Polyglass USA Polystick TU Plus Direct bond to deck -65.2 -135.0 }fin d Z ones - �������i.. 3E 2N' 313 313 2N 3E 2E I I I I 1 1 12R `v�\2E2R I 213 32E3312E 2132R2E— — — — — — — — — — 2R I � \ I I l\ \\ I \ \ 1 \ 2R`\ \\2R \ I \ ` I \ 2E 1 I / I / / I / /2R 2R 2R I I / I 1 1 2E ! / /2R 2R I 3 2R 3 — I I I 3 3 2E 2R 2R I \2R I \\ /J 2E I ( E 12E 1 2R 2R ' 1 I I I I —J L— I 2R\El 23 34 3 3( 23 Roof Wind Zones 91 1 \ \ II 1 2R ` I I pR 2R <12 2 R2R \ 2R I `\ 213 1 I 1 \ I ` I 2R\ \ `I 2E 2R I 2E 2E i I I \ I I I I I 1 2R 2R 2E I _J 2R 3 2R 3 3 -- 2E 31 I 1 I I I I I I I I I I I I L_ I 2R NI 3 2E 2E 3 M W Z It M U J u" LO cO W o a 00 Q J LLL n Q N Z t$- W 0LO > O W V, V ) Q CU U W CU v N F- L0 O t6 co z co U O w N _ C Q co M T a O LL o U LU N a� U Z W W J fj m a W w co o LU i 3 O ~ J T � O (n M M o ,— U drawn ,L checked s.l. date 1/14/22 scale as noted job number 21072 sheet A-6 i 3"Nipple with (2) sets _ paralleled 1/0 THHN Cu. rM Utility Service 150A 150A 125A Disc. Disc. Disc. 0 LIT 0 #1 /0 Cu GEC Pool Equipment Location Flood�� Light Irrig. Irrig. Pump Pump Bonus Room 1 1/2-Conduit with (3) 1/0 THHN Cu. (1) #6 Green 125A 150A 150A Sub Panel 30 Ckt. 30 Ckt. to Guest House Panel #2 Panel #1 1 1/2 Conduit with 3 #1 THHN Cu. (1) #6 Green 1O Nipple with (3) 1/0 THHN Cu. (1) #6 Green Cu. O2 Nipple with (3) 1 /0 THHN Cu. (1) #6 Green Cu. Main Residence Guest House Q3 Nipple with (1) #1 THHN Cu. (1) #6 Green Cu. Service to be 350 Amp 120/240 V Residential Service Ammended Riser to include: Main Residence Load Calcs: 217.0 Amps Guest House Load Calcs: 94.17 Amps Total: 311.17 Amps Build Service to be 350 Amps 5/8" dia. x 8' CU clad ground rod & CU water Electrical Riser Diagram pipe ground (Typ. 2 places) Electrical Load Calculations 3982 Living S.F. at 3 VA 11,946 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Cir. (4 1500 watts 1500 watts One Cooktop 11500 watts Exhaust Hood 800 watts One Ref. 1500 watts Oven 8000 watts One Microwave 2000 watts One Dishwasher 1500 watts Two Disposals @ 1500 watts each 3000 watts Three Under Ref. @ 1500 4500 watts Four Baths @ 1500 watts each 6000 watts Two Irrigation Pumps @ 2500 watts each 5000 watts Pool Equipment 5000 watts Total 65,246 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 22,098 watts Total 32,098 watts Two AC Heat at 100% 20,000 watts Total 52,098 watts 52,098 W / 240 V = 217.0 Amps Use 350A Service Ref. disc. enc. pad for House Generator Set 4'-0" from wall1 Fo/ _ Bdrm.2 - Bdrm.3 Fan & Light Fan & Light I ' u a I I 9fi sf, I a R 6 ❑ 66„ m ge 9IR _ Bench 8+ - � I u.c. O Butlers Porch ' Ref. Pantry Is �/ ----- --- a 3� aoE I Ref. gfi a Exh. Hood Aby.a — -- ---�� Kitchen g5 Nook d I dw j q� J gfi gf _I_ I gfi - N.G.; gg I Ref.— - - - - - - i La_ wp r------ i — ood Lights V W g5 L F ('r I I I Floor Recept Field Verify I I I L— ----J L — — — — -- , — ----1 F---- —,mil —w it II � 11 U.C.— Service Meter Gas EP Tankless Waterheater EP 2„ gfi 9fI GDO GDO r ' Garage / I pac in tic I To Coach Lights Lnd. �\ \b r I gill I E / II I II I II �� Porch I I Study I II I Great Room ILL/� — — — — — J L —-- --b------- Aove\ — , p I Fireplace �. I _-®1�� rY+66=W ..Y—/--� Master Bdrm. 1-0 II I I I L— — — — — — — — — — — — Light F'Ict-trii cd Pinn Scale: 3/16" = V-0" 0�- Closet O O Q - Electrical Notes 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 110-9 & NEC 110-10 6. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1 Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified disc. MOO \ \I I To Coach ights 0 ]disc. tin attic i L—! Garage E GDO GDO ELECTRICAL LEDGEND {jO RECESSED LIGHT WITH LENS 4 EXTERIOR & WET LOCATIONS i SURFACE MOUNTED LIGHT FIXTURE H— T) SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE FORECESSED INCANDESCENT LICH T FIXTURE WITH EXHAUST FAN CEILING FAN 0 EXHAUST FAN OUTLET ® DOOR CHIMES bTHERMOSTAT SMOKE &CARBON MONOXIDE DETECTOR DUPLEX OUTLET — SWITCHED �+ TELEVISION DUPLEX OUTLET TELEPHONE 220 V OUTLET -yr SWITCH 0 PUSH BUTTON THREE WAY SWITCH -yl DIMMER SWITCH n 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 MUST BE AFCL TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS ALL LIGHTING TO BE L.E.D. Flood Light Flood Light 4=. u... L LUM k.,;. z M LL LO CO bn o • LULO i I k 00 J 1N Cu wi a U Q EF > LO w rn "j tl r_ Lb' �w 6i `i ,. LLILO N , LO P` =OZ co U O LU N r- 1w Q 00 �. a. ('7 Elf O LL 0 LU a> C7 W J N ui ®(1) ® U J uJ W 06 -a W L..3. J 1U d O F— > M ~ O an � rn � O T V drawn of checked s.l. data 1/14/22 scale as noted job number 21072 sheet A-7 & y. PROPOSED AREA CALCULATIONS: LOT CONTAINS 82,350 SF -- 100% MAIN HOUSE, GARAGE, PORCH, AND ENTRY = 6,136 SF = 7.5% PAVER WALK AND PAVER DRIVE IN LOT = 5,333 SF = 6.5% POOL AND POOL DECK = 1,845 SF = 2.2% CONCRETE SLABS IN LOT = 134 SF = 0.2% GUEST HOUSE AND ENTRY = 930 SF = 1.1% OPEN SPACE = 67,973 SF = 82.5% A/C AIR CONDITIONING AC ACRE AL ALUMINUM ANC ANCHOR AP ANCHORPOLE APAX APPROXIMATE ASP ASPHALT BE BUFFER EASEMENT OFF BACK FLOW PREVENTOR BLDG BUILDING BLK BLOCK BM BENCHMARK DOC BACK OF CURB BP BRICK PAVERS BOW BACK OF WALK BAG BEARING BW BARBED WIRE C4G CURB AND GUTTER C4T CULPEPPER di TERPENING C/O CUTOUT C CALCULATED CAN CABLE TELEVISION BOX CB CATCH BASIN CBS CONCRETE BLOCK STRUCTURE CHO CHORD Cr CURB INLET CL CENTERLINE CLF CHAIN LINK FENCE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CO CLEAN OUT COR CORNER CONC CONCRETE COAST CONSTRUCTION COV COVERED CE COVERED ENTRY COVP COVERED PORCH CPP CONCRETE POWER POLE CPPIPE CORRUGATED PLASTIC PIPE CS CONCRETE SLAB A DELTA ANGLE O/F DRAIN FIELD D DEED INFORMATION ABBREVIATIONS LEGEND LEGEND DBL DOUBLE INT INTERSECTION P/C PROPERTY CORNER SHP SHIP SPIKE OR BOLT -�— = POSTED SIGN 3ST _ D.E. DRAINAGE EASEMENT INV INVERT P/L PROPERTY LINE SLCR ST LUCIE COUNTY RECORDS - DI DROP INLET IP IRON PIPE P PLAT SLID STREET LIGHT SUPPORT POLE DIA DIAMETER IPSP IRON PIPE d PLUG PAVE PAVEMENT S.S. SANITARY SEWER PLANE COORDINATES X` = LIGHT POLE _ DIP DUCTILE IRON PIPE IR IRON ROD PB PLAT BOOK $PC STATE DMH DRAINAGE MANHOLE IRA IRRIGATION PC POINT OF CURVATURE ST SEPTIC TANK DUE DRAINAGE 4 UTILITY EASEMENT IV IRRIGATION VALVE PCC POINT OF COMPOUND CURVATURE STD STANDARD EC EDGE OF CONCRETE ICV IRRIGATION CONTROL VALVE PCO PRESSURE CLEAN OUT (SANITARY) STU STORY = WOOD POWER POLE © _ ECP ELECTRICAL CONTROL PANEL IW IRRIGATION WELL PCP PERMANENT CONTROL POINT 5V SANITARY VALVE EL ELEVATION L LENGTH LICENSED BUSINESS PF PG PLASTIC FENCE PAGE SWL TA SWALE TOP OF ASPHALT V 0 ELEC ELECTRIC LB = WIRE PULL BOX - ELEV ELEVATION LF LINEAR FEET PI POINT OF INTERSECTION TM TAX MAP EM ELECTRIC METER LME LAKE MAINTENANCE EASEMENT PRKG PARKING TMH TELEPHONE MANHOLE DDCV ENC ENCROACHMENT LOC LOCATION PK&O PARKER KALON NAIL AND DISK TOB TOP OF BANK 3FP BACK -FLOW PREVENTOR EOW EDGE OF WATER LP LIGHT POLE PK/TT PARKER KALON NAIL AND TIN TAB TOE TOE OF SLOPE EP EDGE OF PAVEMENT LS LICENSED SURVEYOR PLS PROFESSIONAL LAND SURVEYOR TP TRAVERSE POINT WM ESB ELECTRIC SERVICE BOX M MEASURED POD POINT OF BEGINNING TR TELEPHONE RISER v ESMT EASEMENT MAX MAXIMUM POC POINT OF COMMENCEMENT TRANS TRANSFORMER ■ = WATER METER FDC _ EX. EXISTING MB MAIL BOX PP POWER POLE TAP TRIPLE EXT EXTENDED MEAS MEASURED PRC POINT OF REVERSE CURVATURE TT TIN TAB WV FIP FNC FENCE MES MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP WATER VALVE - ■ PC F, CURB MH MAN HOLE PROP. PROPOSED TYP TYPICAL FDC FIRE DEPARTMENT CONNECTION MHWL MEAN HIGH WATERLINE PRM PERMANENT REFERENCE MONUMENT U/C UNDER CONSTRUCTION EL FECRR FLORIDA EAST COASTRAILROAD MIN MINIMUM PSM PROFESSIONAL SURVEYOR S MAPPER U.E. UTILITY EASEMENT 6HYD FIRE HYDRANT _ - FIFE FINISHED FLOOR ELEVATION MN MAGNETIC NAIL PSWL PLASTIC SWALE UP UTILITY POLE PH FIRE HYDRANT MNdD MAGNETIC NAIL 4 DISK PT POINT OF TANGENCY UR UTILITY RISER FND FOUND MIT MITERED END P.U.E. PRIVATE UTILITY EASEMENT UW UNDERWATER cc = CLEAN -OUT = FOC FACE OF CURB MW MONITORING WELL PVC POLYVINYL CHLORIDE VC VALLEY CURB x POW FACE OF WALK M6B METES AND BOUNDS R&C ROD AND CAP VLT VAULT FPL FLORIDA POWER d LIGHT N&O NAIL AND DISK R/W RIGHT-OF-WAY WO WOOD GA GREEN AREA N NAIL R RADIUS WL WATER LINE E—� = CURB INLET TYPE 6 = a GMH GAS MANHOLE NA NON -APPLICABLE RCP REINFORCED CONCRETE PIPE WM WATER METER GND GROUND NAVD NORTH AMERICAN VERTICAL DATUM RFL ROOF LINE WP WELL POINT MES GAD GRINDER NGVD NATIONAL GEODETIC VERTICAL DATUM AGE RANGE WPP WOOD POWER POLE S = O SANITARY MANHOLE _ HC HEADER CURB NO NUMBER RLS REGISTERED LAND SURVEYOR WS WATER SERVICE HCP HANOI-CAP NTS NOT TO SCALE RP RADIUS POINT WV WATER VALVE HOPE HIGH DENSITY POLYETHYLENE O/A OVERALL RR RAILROAD C = DRAINAGE MANHOLE - ❑ - HGW HOG WIRE 0/5 OFFSET PAS RAILROAD SPIKE HT HEIGHT OE OVERHEAD EASEMENT S/W SIDEWALK HYD ICY HYDRANT IRRIGATION CONTROL VALVE OHE OHU OVERHEAD ELECTRIC OVERHEAD UTILITY SMH SBT SANITARY SEWER MANHOLE SOUTHERN BELL TELEPHONE 24. PROPOSED ELEVATION YRD • = YARD DRAIN ESB _ ID IDENTIFICATION OR OFFICIAL RECORD OFFICIAL RECORD BOOK SEC SF SECTION SQUARE FEET ILL ILLEGIBLE ORB ♦Zq3 SPOT ELEVATION a IV = IRRIGATION VALVE ® _ ---4 FLOW ARROW = IRRIGATION CONTROL VALVE oa = ICaV BELLSOUTH TELEPHONE RISER BELLSOUTH TELEPHONE MANHOLE GREASETRAP TRAFFIC SIGNAL BOX ,A,,,EqR0OK DRVII F ILLEGIBLE IN c/o 25' 5r' E 71' (M) T(PI) NOFN) SABAL LAKE DRIVE TREE LEGEND MIN. FRONT SIDES, CNR S, REAR- ZNG.° TECH REQ. LEGAL DESCRIPTION: LOT 37, SABAL CREEK, PHASE I, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 10930 MYRTLEWOOD LANE PORT ST. LUCIE, FLORIDA 34986 NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. BEARINGS SHOWN HEREON ARE BASED UPON A PLATTED MERIDIAN ALONG THE CENTERLINE OF MYRTLEWOOD LANE, HAVING A PLATTED BEARING OF S 43°34'09" E. ALL OTHER BEARINGS ARE RELATIVE THERETO. ELEVATIONS SHOWN HEREON ARE IN FEET AND RELATED TO THE ST. LUCIE COUNTY VERTICAL BENCHMARK "DODGE", HAVING A PUBLISHED ELEVATION OF 7.700 METERS THEN CONVERTED TO 25.26 FEET NAVD (NORTH AMERICAN VERTICAL DATUM). ALL OTHER ELEVATIONS ARE RELATIVE THERETO. PROPERTY LIES IN A NON -PRINTED PANEL, F.I.R.M. ZONE "X", AS PER MAP NUMBER 12111CO254J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17,051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PUBLIC WATER AVAILABLE. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LEGAL DESCRIPTION PER QUIT CLAIM DEED TO TRUSTEE, RECORDED IN OFFICIAL RECORDS BOOK 3277, PAGE 908, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 11/12/21. LOT CONTAINS 82,350 SQUARE FEET. CERTIFIED TO: DOUBLE DETECTOR CHECK VALVE 4 • '� = FIRE DEPARTMENTCONECTOR`iWxW' OAK TREE 1' FDOH in St. Lucie County FIRE INDICATOR POST m PALM TREE Site Plan Environmental Health Sue PProved for Construction ELECTRIC METER P rcedes All Previous Site Plans for GAS VALVE =PINE TREE OSTDS# _ Well # CATCH BASIN Date: MITERED END SECTION CONCRETE POWER POLE ELECTRIC SERVICE BOX AIR RELEASE VALVE SANITARY VALVE ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM) #6285 Z g - V w ,Zwcan W o N�_ �z< �4E V C) 00 N ao z of zLL Q � Z�dd LX > U 0 U a 8 11 N a 0 0 L� atAaW � a0 a z 0 m DRAWN BY; SC APPROVED BY, R. KEMERSON SCALE V = 30' DATE: 11/17/2021 FIELD BOOK/PAGES SURVEY MAP JOB NUMBER: m) 21-2314 SHEET: 1 OF 1 s;•�o,...;.�*e�902f \21-2314 Telese Builders- Myrtlewood Ln\21-2314 BNOY.dwg, 12/2/2021MUD AM, Canon IPF670