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HomeMy WebLinkAboutbuilding plansPool Equipment Location Pump or- 72- a 20' Fix. Glass 4o H36 s.h. I k 60" x 76" 22'-2" Fix, Glass 24' Fixed Glass Above J E111 Bonus Room it 2.5/12 Vault Clog, from 10'-0" H36 s.K L 9] 9 : p F 4HB an 36' X 21" x20" Fix, Glass; L 2 1 3F�,,'� Glass Transom [E-21 Transom 26 h 1 26 s,hL Egress Ear' E E Egress TT' 'all ,A7, scl 0 10 (ong clog, 6'-5" 151-0" CO Bdrm, 2 oiI I0'-10" Ceiling Hs36 L-12 ,h. 14e� I BEG Grill 0 — ----- /__ 2'-6" I3'-2- X-C" 8 ;t 13'-4" 16" Deep Nook Girder Truss Frame to 8"widd Porch 190100 Pocket 1 V-4" Ung. with 11 1-4" Clng. Sliding Class Dr. 16" Deep A 12- C offer from FFE I Girder Truss ",a L 36' x 20" E Fix, Glass _-A Transom 26 ffl .. Eln a M igg,:-,s HB t1i ME 00 10,-o" Ling. 6'-2' 15'-0" 26 s.h. (J�l Egress -1 Bdrm. 3 10'-0" Ceiling Bench T Is r Butlers so 24" Pantry Und�r 101-011 11 T-0" R.f 11 Cing. 11dr. at Gina, Ov ' v L,,,08 S V�tx. Fier 108" 2 Wall ate water L --n (D 0 Vtr A - - - - Coa,, 36 Cook fop wl 6" 'ex 6,-0" & Exh. Hood 6,_011 0­ 31 0" �L_B_ Butlers Par 10' Gin os d I 8,YP =-A= L d LLnd, ___J ii-aKitchen Ding, 24' d 1 VU, ­4" Cing, Ro" t.gatl W Wall Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 6136 s.t QL 7-41" Sly C,4 IT-10" 0 X 00 IT-3" M Design Loads %ql z CA) Roof Live Load: 20,0 p,s,f, _J Floor Live Load: 40.0 P.S,f. SC) AC bD Cond. WV) Wind Speed- 160 MPH I'dt' SO' do Wind Importance Factor: 1,0 LU s- I L(�S)Iitl�l __fyeti fir: .r , 1� Building Category: 11 0 , as 00 L-3 0 Wind Exposure: B r_tl MoRo Internal Pressure Coefficent: .18 'CJ Structure Designed: Enclosed Soil bearing capacity: 2000 1pos,f, N z Scope of Work LU C) New One level CBS idle Batt insul. A) in Adj� Walls Single Family residence 0 2 UJ M Attic Access (D 'it or 2860 zo > S,H, Building Code a) Garage 4-J zz 10'-0- Ung. As • so o) CA 2020 Florida Buildin Code' Q id ti I I nr oo from FFE I diatom I tir, 1 to 10080 Overhead 10080 Overhead n' o DB , or, 5 1. en is SR 2017 National Electrical Code: NFPA 70 LVl_ I Doors to co Frame to 8 wide 04 match RIE abinet 'Co -dI T- - - - - - 1 1 90 100 Sliding F 12 Glass Door 4 no in Great Room Do�or ffl IR I I I Lf 1'��: I I d 'R 7 c A�, 0Tr a 11 IT 4" Ung, 1 1 V-4 " Clng. with I al I k I _m FFE oe a FbO Glass from 1 -0" Trans. Abv, 12" Goner 1 12' I Gins. be 1 J'­4" 4'-10" 22'--5" 12" 9'-,5" 8 26'--10" L2 -L Porch 1 V-4" Cing, L frorn FEE F `Ds 00 00 I20100 P .1 - J Sliding Glass OoNl Sr, ci l t 16- Deep I Girder Truss Study CIE I Frame to 8"wide M!�8 75 IT-O" Cing, E_ not 116 French ire 4 4 E-_3 '0 '0 31 8 X-7­ X-7" 3' 7 q �] rl - -4-1 0'_d�l T-7" 10 8 T-1 4, 15'-7" 8}, 3'--6" 101-0" 2'-0" 10'-0" 2'-8" L AD 0 rH�r�t 08 w Fireplace Cabinet' 10080 Overhead 10080 Overhead - ------ Crum" CJ , ? CA (2) 2860 S.H. & 24'Tall Fixed Glass Trans. Abv, Girder Hangar Hdr. at Her. at See Connector 08' Ad Schedule 7 Electric 108" 4 X a oel#4 ------- Cals, ------ [ER cc L- - - - - - - - - - - L-12 steam Temp.-5 Closer I R I I Batt Insul. — ing. with 101-T, 2880so in Adj. Walls H 13 6 1 Master Bdrm. Cing, CO sta, Co 0 Ballard -10o 1� 10,-o' Gso 12" Coffer 5080 Nitche 'e, ot -9" 3" 0 T-0" 4'-3" r 60" x 'If," 19" 2`­7 12'-6" 3V-5" 2`­4" Fix, Glass 2680 ex J so - A.H U Oil cc E_— -1 -_ —_ 11 ��J 2860 DO [22 SH Access 36"x 66'Tub Ladder ce 51, th Garage Z_ Unit in Deck C. to 10'-0" cing. 10,-4" 10,-y" Ox from FFE 2860 Clng. Clng. H'i6 SF 101-0- L Cing, J MR — z 60" A 20- [El 0 HB 50- x 20" 60 20" Fix, Blass Fix. Glass Fix. Glass 4'-5" Transom A Transom 0 Transom HB Fool AC Cond. 29r­0­ 9'-5" 58'-4- 29'-5" 2'-4" Floor Plan Scale: 3/16" = V-0' Area Tabulation Living 3982 Garages 1526 Porch 554 Entry 74 Total 6136 Total Cubic Volume: 43,767 c.f. 6 (D > . F­ < r, Co C-) CU U-s Cast Ore-gu te Lintel Schedule � 14' C C4 All Rebar to be #5 Grade 60 min, > U'a s3 I LENGTH OF ALLOWABLE APPUED ALLOWABLE ANOIED UNTEL GRAVIT� I OAD GRAVITY LOAD UPLIFT LOAD UPLIF1 LOAD BEAs SPEO& CD INS 4'-6" 8672 827 4292 149 8F24-IB/IT 0 UJ L-2 4'-0" 6113 911 2724 144 8F16_13/1T X C/) L-3 4'-8" 7917 875 3935 95 8RF26-113/1 < 00 L-4 3-8, 8974 1120 4853 Co 175 8F24-1B/1T 4 3127 639 1510 100 8F28-1B/1T L-6 T-T­ 6472 333 3508 112 8F40--1B/1"r 1,-7 3486 298 1811 78 8F24-113AT L-8 7 -8" 6390 770 2494 133 8F32--18/lT L-9 3'-4" 8974 H 482 5591 110 8F24-IB/IT 27 2 5Z 05 �'8 59 L-10 6' 4' 1238 592 835 105 U8-113/11' < 51-8" 6036 332 3295 76 8F24-16/IT 0 09 L-12 4'-4- 8060 679 4409 94 RF22-18/1T 0 8 0_, L-13 200 81-0- 3486 200 1811 100 8F24-113/1'r 0 LL L-14 T-0- 6472 1114 3508 179 8F32-1 B/I T U_ A- L-l5 13'-4"' 1075 1025 770 251 B/2T UJ Q) :e z L-16 17'-.4" 1 950 200 404, 100 > :D 8Fl6-18/1,r C) 0 0 L-17 61 717 1634 175 -IB/IT LIJ -114 U BF16 z C: LU Eli ca Min. Beam depths shown, beams may be increased without comment +J 0 N SO _J At Lintels over 24" deep, provide (1) #3 vertical Debar 00 at 24"o.c. along length af lintel Safe Load Table Notes Installation Notes UJ UJI UJ _J Z UJ < I � All values based on minimum 4" nominal bearing, 1. Installation of U linteis must comply Mth archim.utural 0 _J Exception: Safe load, for w,fflied U fintels must mid/or structural drawings be reducod by 20% if Dearing lengtr is less tha, 2i- 6 l/", 1­ 0 U_ 2� U finuas can be field mA to the required length, U) 2. KR Not Rated 3. Cast in place concrete may be, provided in composite I Safe, dod,l are sunor impoved allo,vable loaox U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior 4. One #7 Aaar may be subMitumd no two #5 concrete masonry wells shall have as coating of stucco z rebor in Brash U lintels only, applied in accordance with ASTM 0-926 or other UJ 5, All safe lieds in units or vou ... is per [xiier foot, approved coating, CL 5. Conorste masonry units used in composite 1) lintel shall 6. All safe loads ap o based on shlaviva supported span, be [aid in a running bond, 7, Safe load ratinea board so rational design Analysis 6. Shore composite fintiAs as required. per AU 313 and AU 530, 7. U lintels era manalfirltured with a 5 1/2" long notch at both ennu to accomodate vertical call reinforcing and grout. data revision r —I I Composite U Lintel Materials W16-11BAT LIG rout per ASTM C476 fg--3000 psi with maxamum 3/8 sch aggregate and 8 to I I inch slump, 2. Rebar per ASTM A61 5 Grade 60 J 3. Concrete masonry units (CMU) par ASTM C90 with drann rainindlin net area compressive strength = 1900 psi -Lintel Type Des 4. Mortar per ASTM C270 Type M or S checked date 2/23/21 scale as rated job "Umbel 20060 sheet A-1 30 1 FORMWORK & SHORING a' zspoa Cons. Ped F-8 -8.. ril 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 coat 4" 18" . 18" MONO. EDGE FOOTING 18" x 16" mono. footing with (2) #5 rebar cont and curb 8" Slope 4," 16" 18„ CURB FOOTING AT GARAGE 16" x 16" mono. footing with (2) #5 rebar coat 4„ 4"" 8" 18 "" STEP FOOTING , vl F-1 io Recess 4"" at Shower 4" 14 — 4 u)ns Reber 8" TYP. SHOWER RECESS 8"" x 8"" Footing with (1) #5 rebar continuous THICKENED EDGE 18- x 16"" mono. footing with (2) #5 rebar cont co I L—A 4", 12" 18' INTERIOR FOOTING , ""o.c. each w #5 Reber Typical 3'-0"" Square PAD FOOTING " o.c. each w #5 Reber 3-0" Typical Square PAD FOOTING 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. GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6"" x 6" 10/10 WWM provide 1 " coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90S 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. Reber 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 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" 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 sills and tie beams may be used (not to exceed 5'-1011) Typical cast in place tie beam to be a min. 8" x 12" with (2) #5 top and (2) #5 bottom Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines Plumbing Riser Diagram 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 0.000 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. to sanitary system Shower W 0 z W I:n W X 0 F- U (3 C F.-1 d O � f. v C,�� b.0 . N Q) r) f) M W z (10 0 J Q z W W X LC) cp c I In 00 r- N n N U (u N Q) cuU W � mto .� N o 0 fd L r 00 2 r00 U 0 W 04 N 0 v Ih T N o W _. c -J 4-J N m C/) s W +) (1) "a W W s 0 drawn $1 checked s.l. date 2/23/21 scale as noted job number 20060 sheet A-2 Q LL 0 J `LL r z 0 U W U J H (n W z LL F- _ 0 z W a REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Roof Plan Scale: 3/32" = 1'-0" 10'-04 1/2" d.wJ / IPJI\ \- 1/2- drywall pre engineered J trusses 24"o.c.Ik 2 x 4 plate 1/2" d.w. RI 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 �I / -wood base sill plate --\ (/ 0.00"A1 - F.F.E. 8d Cased hard coil nails 12-o.c. Adj. Wall at Garage Front Elevation 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 1�0 Ceiling � T.O.B. ' 10'-0"" T.O.B.r ------ —� -----� `------ Q Rear Elevation Scale: 3/16- = 1'-0" Right Elevation Scale: 3/16" = 1'-0" Left Elevation Scale: 3/16" = 1'-0" 4"Stucco Band, Typ. T.O.B. h 13'-4" o � N 4„Stucco- Band, Typ. �;F�F Stucco Band, Typ. Ridge 22'-3" T.0.6. 10'-0"" Window 8'-0- Head F.F_E�* 0.00, _ T.O.B. 11'-4" T.0.6. 10'-0- Window Head F.F_E 0.00, U C: Q N N 00 Q W Z M M U ..r J V' L O CO U C] 00 Q J LPL N .0 - U Zf6 LL U U W o J " N 0 W m '4-) V J N Q% Q (\�U c0Lo W / ~ O fC M _N n T Z oo U � W'^ � U) v �Q 00 T Q 0 O J O I' LL W U z W 0 > Y � c6 Z M O W C] � W m LL.I C/) LLI N C/) .S+o 'D LLI J I w g O~ J W 06 O z L~i- H U � Z W a 0 drawn s.l. checked 81 data 2/23/21 scale as noted job number 20060 sheet A-3 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 4 no, .P, 37' 0" 14' 4" 7' 6" 47' 2" 2' 4" M Ma u) t0 W O uo Mih M ihM LUW �y✓ � O O 0 0 UM ,4« O O 00 UM UMW-U Luo U U 0U0 U U 0 0 U C.) 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CJ5 1f2:*4 J D07 r ! �/ �i' r/iir i%iriii/i r\ C1 /\ i r-1 j ZCJ3 1 / ° m U4 N D07 !r CJ1 '�`o \ i fi''-.�i, \. i H � lj i '\ ;%i %%i %i/' /:ii %%i %i% %i/ i/; � r�„ FA D I✓, ; D07 izzli/ i/, 28'2" /J % Ca ti✓ U U / ` 1 \ �'� 1 1 �.�. /\ �.� \ Facto vofGOWmn U U U �) \ ! \\� a an ZCJ1 `i?�\/ i \i\'��.\i \. i 1' 11 5/8" /J / > / !1 J CJ1 DIG A r / Q ZCJ3 ' 10'-0 Ceili CJ3 CJ1 N > ZCJ5A 01 / IntB Req' N ✓ ys 5' 0" CA ZCJ7 / / / ! / /, !, > Min B Req' : 3 V51 i /. . i' i/r %/. i/. 0 7- EJ41 'v Hanger // A ZEJ9 !. /_ ! !. / / s N � ZEJ9 ,/ r i/ i/, // it !. 10'-0' Ceilin � q EJ41 / sCe M?fi /0 !. -0i, Y '_ i / / a 1 -0" C Ming 'v See End - ZEJ9 %/% Note* EEJJ4q11 EJ41 M ZCJ7 %� !/. !/.///. / o 7il e° 2. 0 2 , 0" , 0, 2, , 2, 0„ , 0, 2, 0„ , 0„ „ 2, 1, „ 0, „ 2' 2 0" , On 1, 0„ Mo 0 0 ZCJ5A ! r v � tO LL LL EJ41 o W W 10' " Ceil g ZCJ3 CJ3B A71XIZYIZ zV MG01 ZCJ1r rrz/lr//IK LL - CA E �n Gn , Dn D„ On On , Gn D„ 0-- V N f0 I' OD O 00 OD 00 Gp e0 OD 00 00 eD p� O O O O O O C O N M M M Ma I y✓F N '�•Z• U U O O O O O O p W W W W W W W O O p W W W W W W W W W W W W W W W W W IO U / O En U N N N N W ZCJ3 jA U N J3 ZCJ1 I f I CA o o g o 0 0 0 0 0 0 O m co co Co Co cc Do cco N N N N N m 0] 1 V 4" 6' 10" 58' 4" 29' 6" 2' 4" 108' 4" Roof Framing Plan (2) Ply Pre Eng. Truss (3) MTSl8 Straps with (14) 10d x 1 1/2" nails per strap. 10'-0"" Allowable Uplift: 3000 lbs. Applied Uplift: 2880 lbs. 4 x 8 No. 2 SYP Column (2) LTT20B Tension Tie with (1) 5/8- die. x 8" Wedge Bolt with out washer to cone. & (10) 10d to column. Allowable Uplift: 3000 lbs. Applied Uplift: 2880 lbs. Aline with Wall Framing 0.00'* F.F.E. 0.00'* F.F.E. ILJ See Footing Sae Footing Details Details (2) Ply Pre Eng. Truss (2) HTS24 Straps with (24) 10d x 1 1 /2" nails per strap. Allowable Uplift: 2900 lbs. Applied Uplift: 2568 lbs. 4 x 8 No. 2 SYP Column (2) LTT20B Tension Tie with (1) 5/8" dia. x 8" Wedge Bolt with cut washer to cone. & (10) 10d to column. Allowable Uplift: 3000 lbs. Applied Uplift: 2568 lbs. Aline with Wall Framing Interior Brng. Column Detail Interior Brng. Column Detail Brng. Point 16 at A17G Truss Brng. Point 17 at A01 G Truss Connector Schedule Truss Bearing Truss Connector Cnty' Connector Fasteners Point Uplift ID Uplift A17G 32 2245 HETA20 2 2500 (6) 16d per Strap 3 Ply 14 99 HETA20 1 1810 (9) 10d x 1 1/2" FG02 3 Ply 16 2640 MGT 1 3965 12-min. embedment & (22) 10d to truss D06G 8 1399 HETA20 1 1810 (9) 10d x 1 1/2" 2 Ply 9 1279 HTS20 1 1450 (20) 10d 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) 10d x 1 1/2" to CBS Valley Supporting Framing (4) 10d Trusses <250# V7CR1 370# Valley Truss (3) 10d x 1 1/2" Connector Schedule Developed from the Truss Placement Plan and Engineering from East Coast Truss Company Job Number J40997 Dated 2/17/21 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. �\w Li O 04 co 0 W Z co M J U- y� WV u) U . f^ 00 J Ij cV .N a - U Z L U U_ o 0 _J v, o Q,i W )/� VJ c W � Q � V v W •� C 04 T00 UooZ LU IY CO Q 00 1 r CV) T Truss to truss connection by truss company, installed per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than Contractor to approve temporary bracing to prevent toppling p of trusses, see H1B-9. cl Other specs, if different from above, have priority. JO A.T.R. = All Treaded Rod O W Drill and Epoxy Set all A.T.R. Lt_ F- Z Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy W > C-)L1 0U Provide equal number of studs under girders equal to 1 the number of plys. Z C W W J ++ U Missed Tie Down Strap Note m (/ In the event the Tie Down Strap has been omitted from the W � N Layout location, install one MTS18 strap at the proper location. W 0 g Fasten with (4) 1/4" x 2 1/4" Hex Head Titen screw to C.B.S. LU Lu L and (7) 10d x 1 1 /2" to truss. MAXIMUM UPLIFT 1000 lbs. LJJ W J � Z Q LLI ~ J O O Lu One MBHA3.56/16 with (1) 3/4"A.T,R. at Top and Face N 7 _ Drilled and Epoxy with 6 3/4-min. embedment into CBS = rr rr Use Simpson ET Epoxy Tie. (18) 1Od to truss Hanger A U p ALLOWABLE LOAD APPLIED LOAD W UPLIFT: 3475 lbs. UPLIFT: 2199 lbs. GRAVITY: 5330 lbs. GRAVITY: 4559 lbs. One HU210-2 with (18) 1/4-x 2 3/4-Titen HD to CBS �� and (10) 10d to joist Hanger B" ALLOWABLE LOAD APPLIED LOAD UPLIFT: 1810 lbs. UPLIFT: 1694 lbs. GRAVITY:5085lbs. GRAVITY: 3861 lbs. Use 15# felt moisture barrier between beam and wall Typical 5 1/4"wide Beam Pocket for LVL 1. Bottom at 10'-0" rr^" APPLIED LOAD ALLOWABLE LOAD V UPLIFT: 3720 lbs. UPLIFT: 3965 lbs. Fasten LVL to CBS with (1) MGT with (1) 5/8-ATR drilled and epoxy into bond beam with 12-min. embedment and (22) 10d nails to LVL Use 15# felt moisture barrier between beam and wall Typical drawn .J. checked s.l. date 2/23/21 scale as noted job number 20060 sheet A-4 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 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 bottom steel over supports and top steel at midspan. Hook Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and discontinuous ends of all top bars. Reinforcing steel shall have " end laps, fasten with coorosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12'o.c. in field. a minimum of 1 concrete cover, or as follows: If roof pitch is < 4/12 install (2) layers 15# felt. BOTTOM TOP SIDES If roof pitch is 4/12.or greater, install (1) layer 30# felt. Beams: 1 1 /2" 1 1 /2" 1 1 /2- 5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips, Slab Grade: 1 1 /2" nailed to trusses with 8d corrosion resistant annular ring shank nails on 1"_ spaced max. 6"o.c. throughout except max. 4-o.c. at gable ends. Structural Poured: 3/4" 3/4"" _ Poured Walls: 3/4- All roof trusses are to be pre -manufactured assemblies provided by _ _ Slabs exposed a licensed wood truss fabricator with separate drawings and data to the Weather 3/4"" 1 prepared for actual project conditions by a Florida registered - professional engineer certified for truss design. Any deviation from Reinforcing steel shall be detailed and fabricated in accordance the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication with the "Manual of Standard Practice of Detailing Reinforcing of the trusses. The truss manufacturers certified layout shall govern Concrete Structures and the current "ACI Building Code 318" after fabrication. All structural steel shall Conform to current ASTM Specification A-36 The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. All wood in contact with masonry shall be pressure treated or approved drawings and data. separating material. All engineered headers and truss hangers to be provided by the truss manufacturer. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before Splitting or cracking of structural components due to installation of proceeding. hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall No slump over 5" shall be permitted for any structural concrete without conform to the truss manufacturers installation instructions and the Architect o E I standard practice. r ngineer approva . All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel SHEATHING NAILING NOTES Construction (AISC), The Florida Building Code and all applicable local codes. Nailing Pattern Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: Zone 1: 8d at 6-o.c. field & 4"o.c. edges Zone 2: 8d at 4"o.c. edges & field Column Footing and Wall Footing: 3000 p.s.i. Zone 3: 8d at 4"o.c. edges & field Column and walls from foundation to roof: see column schedule. All other concrete: 3000 p.s.i. Pneumatic Nails Footing sizes and reinforcing are based on allowable soil bearing Pneumatic or mechanicaly driven nails will capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this be accepted under the following conditions: is not the case, the Architect or Engineer shall be notified before proceeding with the work. Min. nails size 8d or larger ring shank with Min. shank diameter:.113 Min. Length: 2"" Timber (Heavy Timber Construction) Min. Head Diameter:.280 Full Round (a) Truss manufacturer shall submit a signed and sealed shop Min. Ring Diameter.012 over shank dia. drawings by a registered Engineer. Min. 16 to 20 Rings per Inch (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 of 1200 p.s.i, with 1 /360 max. deflection. Wood screws meeting the same size requirement may be used in lieu of nails without comment All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum Wire Lath Attachment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6""0.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 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 Under Girder Trusses provide equal number of studs as girder house wrap. Lath shall be attached plys at frame bearing locations horizontal framing members with 1.5" roofing nails and to vertical wood GENERAL REQUIREMENTS framing members with 6d common 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" and meet or exceed all applicable local requirements. of an inch, or I" wire staples 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 fees, and water connection, except building permit fees, which are to be penetrate the wood framing members included in the construction bid. not less than 3/4". Fasteners shall be 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) comer 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 and the building permit has been issued. vert. dowel lapped with wall reinforcing, all EXTERIOR CEILING & SOFFIT NOTE laps 30" (min.) in grout filled cell 7/8" Stucco finish over 3/8"" high ribbed galy. 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 OR ""T"" NAILS" 4" FROM ENDS AND 12" o.c. all comer bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION Corner Reinforcing Detail 2 x 4 bottom cord bracine Bottom Cord Lateral Braci 90 DEGREE HOOKS OVERLAP 25' MIN. HORIZ. TIE BEAM STEEL SEE WALL SECTION FOR STEEL REOUIRMENTS POURED CELLS WITH (1) #5 BAR CONTINUOUS FROM BE AM TO FO OTING Change in Bond Beam Elev. Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 Al08.6, Al08.11, Al18.1, Al 18.3, Al36.1, & Al37.1. 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 01658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Precast Lintel 8F16-1B/IT- 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 accordance with ASTM C1002 andshall penetrate thewood not --- 12'-0" 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage , fl 0 W 2 H toolWindow or Door Head Precast Lintel 8RF6-1 B at door Precast Lintel 8F8-1B at window less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel Transom Header Detail products shall be attached to cold formed steel framing less than 0.033- 0 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- (1mm 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 panee facing not less than 7/16-o.c. 01.1 mm). 3 Gypsum board used as the base orbacker for adhesive application � of ceramic tile or other required nonabsorbent finish material shall w 8'-0" 8"" x 16" C.M.U. WITH CELLS FILLED WITH GROUT &(1)#5 VERT. r.'.'. DOWEL conform to ASTM C1396, C1178, C1278. Use of water resistant P.T. 2 x 6 AT (3) SIDES OF gypsum backing board shall be permitted on ceilings. Water 14OPENING, FASTEN TO BLOCK resistant gypsum board shall not be installed over a Class 1 or AS NOTED, Class 2 vapor retarder in a shower or tub compartment. Cut or DOOR SIDES exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant c7 1/2" x 6" REDHEADS WITH MIN. gypsum backing board shall not be used where there will be a 2"" x 1/8""WASHER 12"' FROM ENDS direct exposure to water, or areas subject to continuous high 0 AND 16"o.c. MAX. humidity, o o DOOR HEAD in 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 S200 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 in th least dimension except that wood furring strips not less 12 Galy. Drip Edge than 1" by 2"" (25mm x 51mm) nominal dimension shall be over 1 x 3 p.t. permitted to be used over solid backing or framing spaced Spray Foam 5 not more than 24""o.c. (610mm) Insulation per 2 x 8 Cedar Energy Code Fascia 10'-0" T.O.B. 1 V-4nl$l 1/2" d.wJ 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.wn #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 0.00' 1—.E. I� F-1 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. 1'-6" Conc. Mono. Footing with (2) #5 rebars cont. Typical Wall Section set flange in continuous bead of caulk across the entire face of buck a N bD c O d'c 0-0 a1 O n�060 +' 4 0O.- 3:oyE C) ho C N . 72 m�tn 0 JUcam n1 G stucco finish J perimeter caulk Attach p.t. bucks with 8d coil nails at 12"o.c. Typ. Alum. window . jamb or sliding glass doorjamb a Kim a" Min. 1 1/4" embedment a at windows and min. d : 1 1/2"" embedment at d c ° d sl. gl. doors v ° d 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 Alum, 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 Gunable sealants shall comply with u� ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction precast conc. sill Typical Precast Conc. Sill Detail 2 x 4 diagonal "X" bracing at 8'-0"o.c. starting from ridge with (3) 12d each end 2 x 4 blocking at 4'-0""o.c. starting from ridge between both top and bottom cords (2) 12 trusses 24" for two truss spaces from see layout gable end I I See truss shop drawings Continuous 2 x 4 Lateral bracing at 1/3 points of span. Nail with (2) 16d each truss btm. cord Continuous 2 x 4 bracing fastened to beam with 5/8" x 6" wedge bolts with 1/8- x 2" washer 24-o.c. Gable End Bracing Detail 12 " O.H. 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 (14) 10d x 1 1/2" located at each truss vertical Concrete Bond Beam U lL 0 0 M N 00 V LLI Z M "-" .J LO co •N N W U L. 't � N a 00 � Q J LL N .N a - U Z m 11 U o U o > J N LO >� LU M 4J r'& CU Q (U U M v > Lu C N ~ o M W CD Cd Z cc r O W N (n v Q 00 A/ LL M T O J O u- LL H Z UU N > V W `Ic UO Lu � LU U o = J (N 0 m w 4-J W I N W � 06 g W N F- O l~i 0 7 F- U 0 Z Lu 0- 0 drawn S.I. checked a.i. date 2/23/21 scale as noted job number 20060 sheet A-5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Pre Engineered Trusses 24-o.c. T.O.B. 13'-4""-�- - - — (1) MTS18 with (14) 10d x 1 1/2" from roof truss to sill plate --�, 2 x 4 blocking 16"o.c. —/ Aline with truss top cord Fasten with (2) 16d thru truss See Connector Schedule (2) 2 x 4 Top Plate with SP4 at each stud with (6) 10d x 1 1/2- See Typical Wall Section for Roofing and Eave Specs. 2 x 4 Studs 16"o.c. 5/8"c.d.x. plywood fasten to studs as per Nailing Schedule Cover plywood with one layer of house wrap Three coat stucco finish over paper backed wire lath 5/8"plywood roof deck 2 x 4 sill plate with SPH4 at each truss with (10) 10d x 1 1/2" Fasten plate to each blocking with (2) 10d nails Roof Truss Kneewall Set on Roof Trusses engineered ses 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 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 Product Rated Pressures Design Pressures A. EXTERIOR DOORS Swinging Bi g FL#: 253.4 PGT FD750 Impact Head & Sill: 6" from corners. Jambs: 11 "" from corners and 18 1/2"o.c. max. Use Total of (5) anchors. Use 1/4" dia. +38.7 -42.1 +70.0 -80.0 Tapcon with 1 1 /4" embedment in concrete. Head & Sill: 6" max. from frame corners and 4"" from each Sliding FL#: 251.10 PGT 5570 Impact Astragal or Interlock. Jambs 21'"o.c. max. P Hooks 12""o.c. Use 1/4" dia. Tapcon with 1 3/4" embed. into concrete +36.2 -45.7 +/- 60.0 Use (2) anchors at each location Sectional FL#: 15371.2 DAB Door Co. 824 N.A. 5/16" x 1 5/8" Lag Screws (Full Tread) One at each Steel +21.3 -24.1 +36.0 -44.0 Track Bracket. B. WINDOWS Head & Sill: 6" from corners and 15"o.c. Jambs: 6' from Singlehung FL#: 239.7 PGT 5500 Impact corners and 14" o.c. Max. 4" from meeting rail. +38.7 -50.0 +50 / -50 Use 3/16- Tapcon with 1 1/4" embed. into concrete Fixed PGT Head & Sill: 6" from comers and 8"o.c. Jambs: 6" from FL#: 243.10 5540 Impact corners and 8" o.c. Use 3/16- Tapcon with 1 3/4" +40.5 -54.0 +/- 70.0 embeded into concrete Mullion FL#: 261.1 PGT 3"" Impact Tube Mullion. Fasten Standard Mullion Clip to CBS with (4) 3/36" Tap cons with 1 3/4" min. embedment. . . +405 -540 + 80.0 -80.0 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 Wind Zones - Walls Roof Wind Zones U r� Q 0 N co L, LU at R v Z Co U J LL LO co wy N U C. 00 Q -J N . Q � v N — U f0 d U U_ Z W > 0 o J N o W m a-) U) 0 Q^ (QU NLo > LU .� N I- d O f6 21 U O w v Q 00 M T Q lI iZ O J O LL- LL H Z U � 0 LU Z r- uJ J N (n J m � w W W W LU J C,6 LU Z ~ F- O LL N 7 � U Z Lu a U) drawn S.I. checked 8.1. date 2/23/21 scale as noted job number 20060 sheet A-6 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 3"Nipple with (2) sets _ paralleled 1/0 THHN Cu. 150A 150A 125A Disc. Disc. 'Disc. 10 #1/0 Cu GEC Service Pool Equipment Location brig. Irrig. Pump Pump Flood disc. Light I � Bonus Room 1 1/2"Conduit with (3) 1/0 THHN Cu. (1) #6 Green 125A 150A 50A Sub Panel 30 Ckt. Cktto F30 Guest House Panel #2 nel #1 I— 1 1/2"Conduit with (3) #1 THHN Cu. (1) #6 Green lO Nipple with (3) 1/0 THHN Cu. (1) #6 Green Cu. 2� Nipple with (3) 1/0 THHN Cu. (1) #6 Green Cu. Main Residence 3O Nipple with (1) #1 THHN Cu. (1) #6 Green Cu. Guest House Service to be 350 Amp 120/240 V Residential Service Ammended Riser to include: Main Residence Load Gales: 217.0 Amps Guest House Load Gales: 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. @ 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 +IK Ref. / Porch \, Bdrm. 2 Fan & Light IP � I I gfi U.C. p Butlers Ref. Pantry I -I- gf gf ---- iL of &h. Hood Abv. Kitchen� Nook I I d do I i I I I to J I961 9111 L— — — — — — — - J r--- — \ r---- -- -- — To a11(4) Ihi /�' Flood Lights ,w II W I I Floor Rec pl. a i 1 Field Verify / I �— -----1 F---- —�t I II I I 1 Porch II II II 11 II II j1 - I I Great Room I ��-----Above J L -- ----�J I I Fireplace wp +66" --- - -m --- Conc. pad for ® House Generator Set 4'- from wall disc, wp Meter ervi $U.C. 915 Flood Gas ce gfi Light Tankless EP EP Jaterheater I- "'2" Bdrm. 3 Fan & Light e6 pc in aIto IZZ+66,. D Garage ,(P(, Bench / ' / �' 911, GDO GOO Ref. I I I Lnd. I I F. ' I I I I I I I Study I pgfl -— l(O v p v p - Master Bdrm. ---0I G� I o 1 Closet I L— — — — — — — — — — — — - i Flood r Light Flp/+}YIf+7I DI�n Scale: 3/16" = 1-0- 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 diap. 1 Garage W in GDO gfi I GOO attic f� F ELECTRICAL LEDGEND 0 RECESSED LIGHT WITH LENS U' EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE eSURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE IG0RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN EXHAUST FAN OUTLET j DOOR CHIMES v THERMOSTAT ® SMOKE & CARBON 3 $ DUPLEX OUTLET - SWrrCHED MONOXIDE DETECTOR 491 DUPLEX OUTLET TELEVISION '.8 220 V OUTLET 'Q TELEPHONE _Vr SWITCH ED PUSH BUTTON y} THREE WAY SWITCH -V DIMMER SWITCH 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 AFCI. 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 (3 !may ap u /� an ` cV LLI N U O M CO ti ra IU zcI— G ai � W M d L E iri � Z O� v (� LL �-45 b^ W^'U � U . Q 00 0 J N Za U_ LU N >- Q o _J v, U-) 0 W � 'N R o O J O LL LL H N W > :D U W � OU Z 0 LIJ 16 W p N j (/) J m N � W +J LU LLI LLI W _J 06 W g O LL U o Z W 0- date revision 4/5/21 Electric Service Diagrams drawn s.L checked S.I. date 1/22/21 scale as noted job number 20060 sheet A-6 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC WARNING* ALL BEARING POINTS HIS IS A PLACEMENT PLAN FOR ENGINEERED BRACING: SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR UST BE INSTALLED PRIOR TO COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE OR USP INSTALLING ANY TRUSSES! FAILURE TO EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE UNLESS OTHERWISE NOTED. INSTALL HANGERS O SO MAY RESULT IN DAMAGED TRUSSES AND WILL ,FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ACCORDING TO THE CURRENT SIMPSON STRONG -TIE OID ALL WARRANTIES. FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE, OR USP CATALOG SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS JENGINEERING TRUSS DRAWINGS. ■ TRUSS PLACEMENT PLAN 11'4" Ceiling Height Hand Frame Down to 12'-0" by Others 13'-4" Ceiling Height 12" Coffer 4 6" CMU Wall !V10-1J12 Typical End Detail_ 1'-10-1/2" . 4--- i 6" 8" CMUI�L, Wall bon tT @ 10'-Q„ Typical End Detail > Pop Out in Garage 1'-1-13/16" Design to Resist Horizontal Forces Are the Responsibility of EOR. Typical Corner u ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS T_ 4- 0ECT EAST COAST TRUSS N 5285 ST. LUCIE BLVD. FT. PIERCE. FL 34446 I) OFFICE: 1772) 466-2480 FAX: (7721466-5336 TOMER:Telese Builders NAME: Sztankovits Res RESS:8024 Spendthrift Ln /COUNTY:PSL JOB # J40997 JOB # MODEL:Model SQ FT 9602 DATE 12/28/20 LATEST=02/17/21 61G15S 31.003 (3) () EAST COAST TRUSS is the "f us' U x gn Engineer Trusreu ere ded,ed In uee.rdaneu with the Flonda Building Code NOTE: n By approving this placement plan(s), signatured i anywhere on this sheet, the customer or his representitive acknowledges that this placement plan i complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these i trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts — financial responsibility for any repair, engineering, and J labor required due to errors other than those of EAST Q COAST TRUSS. Z Signed: Date: LL 0 W CODE = FBC 2020/TPI2014 ASCE 7-16 DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY= II C c EXPOSURE = B Q MWF SPEED =160 BUILDING TYPE =ENCLOSED MEAN HEIGHT: 15.00 U) GRAVITY LOADS U) W FLOOR: DUR FACTOR=1.0 J PSF=TCLL-TCDI_ BCLL-BCDL Z 40.0,10.0,0.0,5.0 ROOF: DUR FACTOR= 1.25 (n PSF=TCLL-TCDL-BCLL-BCDL W 20.0115.010.0110.0 (n LOADS PER FBC & FRC 'NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf I— I— W Cn DEFINITIONS MWF = MAIN WIND FORCE Q C&C = COMPONENTS AND CLADDING F— TOB = TOP OF BEARING W TIC = TOP CHORD BC = BOTTOM CHORD U) LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS O UPLIFT MUST BY-PASS FLOOR TRUSSES Z UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. O ALL GIRDER/COLUMN LOADS MUST 0 BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 6 STRONG BACK BRACING, 10'-0" O.C., /S >— RECOMMENDED ON FLOOR TRUSSES ^ SPANNING 20'-0" OR MORE LL ST BE SET WITH A SPREADER BAR. THE V READER BAR SHOULD BE AT LEAST 1/2 J IN LENGTH AS THE SPAN OF THE TRUSS Q NG SET. ` =ER TO BCI-B1 FOR COMPLETE O =CTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES 1)2/16/21: Added LVL; A13-A16:3pt Brg Trs; r— Modified TRS over Lanai & Nook 4- 2- O 3- 4- venue 6- FILE C^p . g co I0- (3/16" if plotted 24x36) . Designed By: CO I ABBREVIATIONS LEGEND LEGEND A/C AC AIR CONDITIONING ACRE EP ESB EDGE OF PAVEMENT ELECTRIC SERVICE BOX IN NAIL SUP STREETLIGHT SUPPORT POLE SEWER Cl A= 09'44' 56" (P&C) —� = POSTED SIGN BST _ - AL ALUMINUM EX. EASEMENT NNA AVD NON-APPLICABRTH AN VERTICAL DATUM 5PC STATE PLANE COORDIY NATES ANC ANCHOR EX. EXISTING NGVD NO NATIONAL GEODETIC VERTICAL DATUM NUMBER ST STD SEPTIC TANK STANDARD R= 1000.00' AP ANCHOR POLE EXT EXTENDED TUTS NOT TO SCALE STV STORY L=170.15' = LIGHT POLE _ APRX APPROXIMATE FNL FC FENCE ?' CURB CIA OVERALL 5V SANITARY VALVE CZ ASP BE ASPHALT BRIDAL PATH EASEMENT FDC FIRE DEPARTMENT CONNECTION O/S OE OFFSET OVERHEAD EASEMENT 5WL TA SWALE TOP OF ASPHALT A=02°21'18"(P&M) WOOD POWER POLE BFP BACK FLOW PREVENTOR FECRR FLORIDA EAST COAST RAILROAD OHE OVERHEAD ELECTRIC TM TAX MAP BLDG BUILDING FIFE FINISHED FLOOR ELEVATION CHU OVERHEAD UTILITY TMH TELEPHONE MANHOLE R= SOOO.00' WPB BLK BLOCK FH FIRE HYDRANT OR OFFICIAL RECORD TOO TOP OF BANK L= 41.10' - p - WIRE PULL BOX _ TS _ BM BENCHMARK FND FOC FOUND FACE OF CURB ORB OFFICIAL RECORD BOOK TOE TOE OF SLOPE BOC BACK OF CURB P/C PROPERTY CORNER TP TRAVERSE POINT C3 eiv�l Dr.IH� BP BOW BRICK PAVERS BACK Of WALK FOW FPL FACE OF WALK FLORIDAPOWER&LIGHT P/L PROPERTY LINE TR TRANS TELEPHONERI5ER TRANSFORMER o u A= 02 21'1$ (P&M) _ _ BACK -FLOW PREVENTOR _ _ BRG BEARING &A GA GREEN AREA GAS MANHOLE P PAVE PLAT PAVEMENT TSB TRAFFIC SIGNAL BOX R= 1030.00' wM BW Cl BARBED WIRE CURVE INFORMATION GND GROUND PB PC PLAT OINTO F POINT OF CURVATURE TT TWP TIN TAB TOWNSHIP L= 42.34' = WATER METER = FDC C&T CULPEPPER d TERPENING GIRD GRINDER PCC POINT COMPOUND CURVATURE TYP TYPICAL C/O C CUT OUT CALCULATED HC HOP HEADERCURB HCAP PCO PRESSURE CLEAN OUT (SANITARY) U/C UNDER CONSTRUCTION WV D° = WATER VALVE RIP _ CAN CABLE TELEVISION BOX HOPE HIGHIGHDDENSITY POLYETHYLENE PCP PF PERMANENT CONTROL POINT PLASTIC FENCE U.E. UP UTILITY EASEMENT UTILITY POLE CB CATCH BASIN HGW HOG WIRE PG PAGE UR UTILITY RISER ELC CBS CONCRETE BLOCK STRUCTURE HW HEADWALL PI POINT OF INTERSECTION UW UNDERWATER - �yYa _ FIRE HYDRANT _ N - CHD CI CHORD CURBINLET HYD ICV HYDRANT IRRIGATION CONTROL VALVE PRKG PK&D PARKING PARKER KALON NAIL AND DISK VC VLT VALLEY CURB VAULT CL CENTERLINE ID IDENTIFICATION PK/TT PARKER KALON MAIL AND TIN TAB WD W000 CO = CLEAN -OUT GV - - CLF CHAIN LINK FENCE ILL INT ILLEGIBLE INTERSECTION PL5 PROFESSIONAL LAND SURVEYOR WL WATER LINE • CM CMP CONCRETE MONUMENT CORRUGATED METAL PIPE INV INVERT POB POC POINT OF BEGINNING POINT OF COMMENCEMENT WM WP WATER METER WELL POINT CO CLEAN OUT IF IRON PIPE PP POWER POLE WPP WOOD POWER POLE E = CURB INLET TYPE 6 COR CORNER TP&P IRON PIPE & PLUG PRC POINT OF REVERSE CURVATURE W5 WATER SERVICE CONC CONCRETE IR IRON ROD PRO PRORATED DISTANCE WV WATER VALVE ME5 CONST CONSTRUCTION IRA IRRIGATION PROP PROPOSED OS _ SANITARY MANHOLE - COV COVERED IV ICV IRRIGATION VALVE IRRIGATION CONTROL VALVE PRM PERMANENT REFERENCE MONUMENT CE COVP COVERED ENTRY COVERED PORCH IW IRRIGATION WELL PSM PSWL PROFESSIONAL SURVEYOR d MAPPER PLA571CSWALE TREE LEGEND _ QD - DRAINAGE MANHOLE - ❑ - CPP CPPIPE CONCRETE POWER POLE CORRUGATED PLASTIC PIPE L LB LENGTH LICENSED BUSINESS PT P.U.E. POINT OF TANGENCYcs PRIVATE UTILITY EASEMENT — A 0 DELTACONCRETESLAB DELTA ANGLE LME L LIFT STATION LAKE MAINTENANCE EASEMENT PVC POLYVINYL CHLORIDE = PINE TREE Y0 = YARD DRAIN ESB FRI_ D/F DRAIN FIELD LOL LOCATION RdC R/W ROD AND CAP RIGHT-OF-WAY D DEED INFORMATION "D" LP LS LIGHT POLE LICENSED SURVEYOR R RADIUS ° = IV IRRIGATION VALVE ® _ DC CURB M MEASURED RCP REINFORCED CONCRETE PIPE D.E. DI DR AINAGE EASEMENT DRAINAGES OP MAX MAXIMUM RFL ROOF LINE DIA DIAMETER MID MAIL BOX RLS REGISTERED LAND SURVEYOR ICV = IRRIGATION CONTROL VALVE _ DIP DMH DUCTILE IRON PIPE DRAINAGE MANHOLE MEAS MES MEASURED MITERED END SECTION RP RADIUS POINT DUE DRAINAGE,& UTILITY EASEMENT MH MAN HOLE RR RRS RAILROAD RAILROAD SPTKE EC EDGE OF CONCRETE MHWL MEAN HIGH WATER LINE S/W SIDEWALK ECP ELECTRICAL CONTROLPANEL MIN MINIMUM SMH SANITARY SEWER MANHOLE EL ELEVATION MN MAGNETIC NAIL SOT SOUTHERN BELL TELEPHONE ELEC ELECTRIC M MAGNETIC NAIL d DISK SEC SECTION ELEV EM ELEVATION ELECTRIC METER M MW IT MITERED END MONITORING WELL SF SQUARE FEETNG ENC ENCROACHMENT M&B METES AND BOUNDS SHP SLCR SHIP SPIKE OR BOLT ST LUCIE COUNTY RECORDS EOW EDGE OF WATER N&D NAIL AND DISK LVU1C LVVIN I Y. ELEVATIONS ARE IN FEET AND RELATED TO NGIS BENCHMARK ID: A82479. STATION NAME CANAL C2413. HAVING A PUBLISHED ELEVATION OF 8.775 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (NAVD '88.) ADJUSTED TO 28.79 FEET AND THEN CONVERTED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NAVD '29) BY ADDING 1.48 FEET TO THE NAVD ELEVATION. ALL OTHER ELEVATIONS ARE RELATIVE THERETO. BELLSOUTH TELEPHONE RISER PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 1211CO254J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED BELLSOUTH TELEPHONE MANHOLE FROM FLOOD INSURANCE RATE MAPS. GREASE TRAP IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPOPTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. TRAFFIC SIGNAL BOX UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE LTILITIES AND OR FEATURES MAY DOUBLE DETECTOR CHECK VALVE EXIST. FIRE DEPARTMENT CONECTOR 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. FIRE INDICATOR POST NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ELECTRIC METER PUBLIC WATER & SEWER AVAILABLE. GAS VALVE THE EXPECTED USE OF THE SURVEY AND MAP I5 RESIDENTIAL. CATCH BASIN ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. MITERED END SECTION ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. CONCRETE POWER POLE LOT CONTAINS: 82,771 SQUARE FEET. ELECTRIC SERVICE BOX BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 12-07-20. AIR RELEASE VALVE SANITARY VALVE CERTIFIED TO: TELESE BUILDERS,LLC. ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 r J d l< Q IN a _ 0 o Z N �J°wrn W Z H `r o W A C)It m rz Z f ¢� Z H m° o�°u IH V H cle Y LL co > N 3 Z /W� O Iwi 3 W > ¢ D w w OwZ Od O N 3 V° J Lt CL W00r > w Lu Ify J a°C N LLQ 0 >WJ ac ZDa00 4 w a(n J Z D m J N �J F a to z 3 0 a v � w � 0 0 w d 1` a p a Q N N � N 0 0 0 kb m DRAWN BY SC APPROVED BY: R... KEMERSON._.....__._. SCALE: 1 = 20' DATE _ 12/08/20 FIELD BOOK/PAGES PLANS JOB NUMBER: 20-2261 SHEET: 1 OF 1 DQ co 13 I -- N:\Projects\2020\20-2261 JoeTelese - Spendthrift Lot 104\20-2261 BNDY.dwg, 3/29/2021 11:38:38 AM, RICOH MP W6700 PS ABBREVIATIONS LEGEND A/C AIR CONDITIONING EP EDGE OF PAVEMENT N NAIL SUP STREET LIGHT SUPPORT POLE AC ACRE ESB ELECTRIC SERVICE BOX NA NON -APPLICABLE S.S. SANITARY SEWER AL ALUMINUM ESMT EASEMENT NAVD NORTH AMERICAN VERTICAL DATUM 5PC STATE PLANE COORDINATES ANC ANCHOR EX. EXISTING NGVD NATIONAL GEODETIC VERTICAL DATUM ST SEPTIC TANK AP ANCHOR POLE EXT EXTENDED NO NUMBER STD STANDARD APRX APPROXIMATE FNC FENCE NT5 NOT TO SCALE STU STORY ASP ASPHALT FC "F"CURB CIA OVERALL 5V SANITARY VALVE BE BRIDAL PATH EASEMENT FDC FIRE DEPARTMENT CONNECTION 0/5 OFFSET SWL SWALE BFP BACK FLOW PREVENTOR FECRR FLORIDA EAST COAST RAILROAD OE OVERHEAD EASEMENT TA TOP OF ASPHALT BLDG BUILDING FFE FINISHED FLOOR ELEVATION OHE OVERHEAD ELECTRIC TM TAX MAP BLK BLOCK FH FIRE HYDRANT OHU OVERHEAD UTILITY TMH TELEPHONE MANHOLE BM BENCHMARK FND FOUND OR OFFICIAL RECORD TOR TOP OF BANK SOC BACK OF CURB FOC FACE OF CURB ORB OFFICIAL RECORD BOOK TOE TOE OF SLOPE SP BRICK PAVERS FOW FACE OF WALK P/C PROPERTY CORNER TP TRAVERSE POINT BOW BACK OF WALK FPL FLORIDA POWER & LIGHT P/L PROPERTY LINE TR TELEPHONE RISER BAG BEARING GA GREEN AREA P PLAT TRAM, TRANSFORMER BW BARBED WIRE GMH GAS MANHOLE PAVE PAVEMENT TSB TRAFFIC SIGNAL BOX C1 CURVE INFORMATION GND GROUND PB PLAT BOOK TT TIN TAB C&T CULPEPPERA TERPENING GAD GRINDER PC POINT OF CURVATURE TWP TOWNSHIP C/O CUT OUT He HEADER CURB Pee POINT OF COMPOUND CURVATURE TYP TYPICAL C CALCULATED HCP HANDI-CAP PCO PRESSURE CLEAN OUT (SANITARY) U/C UNDER CONSTRUCTION CAN CABLE TELEVISION BOX HDPE HIGH DENSITY POLYETHYLENE PCP PERMANENT CONTROL POINT U.E. UTILITY EASEMENT CB CATCH BASIN HGW HOG WIRE PF PLASTIC FENCE UP UTILITY POLE CBS CONCRETE BLOCK STRUCTURE HW HEADWALL PG PAGE UR UTILITY RI5ER CHI) CHORD HYD HYDRANT PI POINT OF INTERSECTION UW UNDER WATER CI CURB INLET ICV IRRIGATION CONTROL VALVE PRKG PARKING VC VALLEY CURB CL CENTERLINE ID IDENTIFICATION PK&D PARKER KALON NAIL AND DISK VLT VAULT CLF CHAIN LINK FENCE ILL ILLEGIBLE PK/TT PARKER KALON NAIL AND TIN TAB WD WOOD CM CONCRETE MONUMENT INT INTERSECTION PLS PROFESSIONAL LAND SURVEYOR WL WATERLINE CMP CORRUGATED METAL PIPE INV INVERT POB POINT OF BEGINNING WM WATER METER CO CLEAN OUT IP IRON PIPE POC POINT OF COMMENCEMENT WP WELL POINT COR CORNER IP&P IRON PIPE & PLUG PP POWER POLE WPP WOOD POWER POLE CONC CONCRETE IR IRON ROD PRC POINT OF REVERSE CURVATURE WS WATER SERVICE CONST CONSTRUCTION IRR IRRIGATION PRO PRORATED DISTANCE WV WATER VALVE COV COVERED IV IRRIGATION VALVE PROP PROPOSED CE COVERED ENTRY ICY IRRIGATION CONTROL VALVE PAM PERMANENT REFERENCE MONUMENT VP COVEREDPORCH W ON WELL pSURVEYOR&MAPPER 5WL PLASTIC TR';`E LEGEND CPP CONCRETE TE POWER POLE L LENGTH CPPIPE CORRUGATED PLASTIC PIPE LB LICENSED BUSINESS PT POINT OF TANGENCY CS CONCRETE SLAB LFST LIFT STATION P.U.E. PRIVATE UTILITY EASEMENT A DELTA ANGLE LME LAKE MAINTENANCE EASEMENT PVC POLYVINYL CHLORIDE = PINE TREE D/F DRAIN FIELD LOC LOCATION R&C ROD AND CAP D DEED INFORMATION LP LIGHT POLE R/W RIGHT-OF-WAY DC "D"CURB LS LICENSED SURVEYOR RADIUS D.E. DRAINAGE EASEMENT M MEASURED RCP REINFORCED CONCRETE PIPE DI DROPINLET MAX MAXIMUM RFL ROOFLINE DIA DIP DIAMETER DUCTILE IRON PIPE MB MEAS MAILBOX MEASURED AGE RLS RANGE REGISTERED LAND SURVEYOR DMH DRAINAGE MANHOLE MES MITERED END SECTION RP RADIUS POINT DUE DRAINAGE& UTILITY EASEMENT MH MAN HOLE RR RAILROAD EC EDGE OF CONCRETE MHWL MEAN HIGH WATER LINE RRS RAILROAD SPIKE ECP ELECTRICAL CONTROL PANEL MIN MINIMUM S/W SMH SIDEWALK SANITARY SEWER MANHOLE EL ELEC ELEVATION ELECTRIC MN MN&D MAGNETIC NAIL MAGNETIC NAIL & DISK SBT SOUTHERN BELL TELEPHONE ELEV ELEVATION MIT MITERED END SEC SECTION EM ELECTRIC METER MW MONITORING WELL SF SQUARE FEET ENC ENCROACHMENT M&B METES AND BOUNDS SHP SHIP SPIKE OR BOLT EOW EDGE OF WATER N&D NAIL AND DISK SLCR ST LUCIE COUNTY RECORDS P L E G E N D ELEVATIONS ARE IN FEET AND RELATED TO NGIS BENCHMARK ID: A82479. STATION NAME CANALC2413. HAVING A PUBLISHED ELEVATION OF 8.775 METERS NORTH AMERICAN VERTICAL DATUM OF 1988, (NAVD '88.) ADJUSTED TO 28.79 FEET AND THEN CI CONVERTED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NAVD ' 29) BY ADDING 1.48 FEET TO THE NAVE) ELEVATION. ALL o " A= 09°44'56" (P&C) v = POSTED SIGN BjT = BELL50UTH TELEPHONE RISER OTHER ELEVATIONS ARE RELATIVE THERETO. a R= 10.15' L=170.15 = LIGHT POLE Q = BELLSOUTH TELEPHONE MANHOLE o PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 1211Co254J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED "Z C2 FROM FLOOD INSURANCE RATE MAPS. A= 02°21'18" (P&M) 0 = WOOD POWER POLE © = GREASE TRAP IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPOF.T5 BY OTHER THAN THE SIGNING R= 1000.00' L= 41.10' WPB O = WIRE PULL BOX S = TRAFFIC SIGNAL BOX PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. C3 A= 02°21'18" (P&M) BFP r14q.,j = BACK -FLOW PREVENTOR DDCV = DOUBLE DETECTOR CHECK VALVE UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST. R= ' wM 42.34' L= 42.34 ■ = WATER METER Fo�DC = FIRE DEPARTMENT CONECTOR FDOH in St. Lucie Count THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY 3E FOUND IN THE PUBLIC RECORDS Y DwVV - - WATER VALVE F0 = FIRE INDICATOR POST OF ST. LUCIE COUNTY, FLORIDA. Environmental Health E Site Plan Approved for Construction NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Supersedes All Previous = FIRE HYDRANT � = ELECTRIC METER Site Plans for PUBLIC WATER & SEWER AVAILABLE. OSTDS #%!V- 3co 7 &Well #374-Ps96 0 = CLEAN -OUT GV x = GAS VALVE Date: ?� _ THE EXPECTED USE of THE SURVEY AND MAP IS RESIDENTIAL. = CURB INLET TYPE 6 FEE = CATCH BASIN Revlewe . ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. QS = SANITARY MANHOLE ® = MITERED END SECTION ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECoND5. 0 = DRAINAGE MANHOLE ❑ = CONCRETE POWER POLE LOT CONTAINS: 82,771 SQUARE FEET. YRD • = YARD DRAIN L O = ELECTRIC SERVICE BOX BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 12-07-20. ! j v = IRRIGATION VALVE ® = AIR RELEASE VALVE CV = IRRIGATION CONTROL VALVE = SANITARY VALVE CERTIFIED TO: TELESE BUILDERS, LLC. ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 V �O , Z N � H V °D J 00 J°zw( 10 W— e LU . a Q �Z20 Zd Q� _ Z ao �u Hm o 00, (Hn �+ (a:) It LL N 3 Z OHN W ¢ D W W n'I lL a O H O � Of1.L J Z � a W 1A �J Q O J 1p LL W Ix ' W V DC J aac N 0 LU O ` �cce WH a 4DWm a(A Q W W D m DRAWN BY: _ SC APPROVED BY: R. KEMERSON .. ___.......... ......... - SCALE: _— 1" = 20' DATE: 12/08/20 _ FIELD BOOK/PAGES PLANS JOB NUMBER: 20-2261 SHEET: 1 OF 1 N:\Projects\2020\20-2261 JoeTelese - Spendthrift Lot 104\20-2261 BNDY.dwg, 3/29/2021 11:38:38 AM, RICOH MP W6700 PS v c in Pool Equipment Location 72” x 20" Fix. Glass Transom brig. brig. Pump Pump „ n, . , I n, n n, . n n. n • I nr n 36" x 20- Fix. Glass L-2 36" x 20" Fix. Glass L-2 36" x 20" Fix. Glass Transom Transom Transom Conc. pad for House Generator Set 4'-0" from wall 0 0 0 0 0 0 0l ]Eli Ell L-1 26 0 26 s.h. L-t ❑ ❑ L-1 26 HB L_1 26 L-3 L-17 m Egress M Egress Egress 0 Egress Egress Egress ess a v Glass on Temp. Gloss on Tamp. Glass an o0 IR 0 o a o 0 0 0 0 111 L_9170.11ao 4Wdl 48"Tell Wall da"Tdl WII O 10'-0" 101-0" • 10'-0" H36 s.h. � N n O Cing. Cing. Cing. v 60" x 76" 22'-2" 6'-5" 6'-5" 15'-0" 6'-2" 15'-0' 2880 q-0" 27 -2 O CB Cd Fix. Glass 24" Fixed Glass Above --- -cccc ----------- i � °' u� Q N RI Batt lnsul. L-1t Bonus Room Bdrm. 2 10'-0" Ceiling d, 2 6 ^ Bdrm. 3 in Adj. Walls 22.5x54 Attic Access Cl L-6 6 io I m 20 �O 10'-0" Ceiling with Ladder r� v 2.5/12 Vault Cing. N 2880 2860 ❑ from 10'-0" O o Garage S.H. q 2480 N N 10'-0" Cing. 2860 H36 0`0 m rx A.H.U. on oBollard platform p s.h. ❑, io io 2880 from FFE S.H. vL-9 I � 10-0' Cing. N r------- -- ----- I -N Bench , to �' HB 2480 ?r• ��� i �_ Butlers Pantry - 10'-0" C9 O [9 L-4 O s3h ? 0 C9 I- i c ❑• x < ' �� I -- L-12 0 1a10 al9x V — — — — 1 24" under Ref. 10'-0" Hdr. at tr. Filler Pot —I Cing. 108" 4i_5„ q ' Cing. T-0" T-5" Closer of o DO O I Ref. /,4 ---- 2880sc^ t2 880 Grill F< ❑ 1 30water -- —� ---- wall lineRef.36" qn,-- 2'-6" 8'-10" I 13'-2" T-0" 8 13'-4" cook Top10080Overhead g'-p" & Ezh. Hood 6'-0" 2'-0- T-0" 2'-7" 3' 99" N T-0" 10080 Overhead e o 00 o00 co Nook 1 r7 1 4x8 dl ❑ NsvP v.t.w.l p HB ------------ L-5 ------------- L-5 16" Deep j l j Girder Truss Frame Porch 90100 Pocket 1 V-4" Cing. with I dw I I solemn Lnd. o L-4 J to 8"widg ISiiding Glass Dr. 12" Coffer 1 L--- 1 c 1 1 V-4" Cing. I 116'" Deep m 10'-0" H34 S.H. from FIFE 1 1Girder Truss of I Kitchen 214„ d ping, in 1 I bo 11'-4" Cing. uRer.r j 9 4'-2" 2'-2" 101-0" 2'-0" 101-0" 2•_8„ 2,-4" i I i Brnd wall I LVL 1 to 8"wide _ _ I _ _ _ _ _ co N Doors to match O j C] • O ; co iv ❑ --------^-Frame ------ L------- _ _ _ _ _ _ _ _ _ _ cabinets e ❑ ❑ ❑ T------ I r — — — — — r — — — — — — 1 O O C7 N El 90100 Sliding s 12 Glass Door I I 1 1 1 1 I m E. I I I Great Room 1 ; 6oso Door L-8 0 o I F. w th 24" Tall 13'-4" Cing. I L-7 ❑❑ 1 I I I 11'-4 Clog. with I m I i Fix. Glass from FFE I o .. - _ _ ___ I --.ter I I I 12" Coffer �° I I I =� I 1 12'-0' I Cing. i 03 Trans. Abv. - 11'-4" 11'-4" i 4'-10"' 9'-2" 1 " 22'-5" I 121 9'-5'" - 1 8 T-6 1 26'-10" 2'-4" �m Porch 1V-4"Cing. I I I L___ _J L------� I Ell O O CD from FFE i i I r va I- , ; Co c w I I 120100 Pocket Sliding Glass Dr. N 1 1 O N Q cv j 16" Deep I I L-15 Girder Truss L-16 Stud I I I I 1 Y D E N I Frame to 8-wide 1 I I I I I 3080�rench 12'-0" Cing. C] 116" I I I I I 1 1 1 I L-14 I i L-13 0 0 4'-6" I 10'-5" 3'-7" 0 " 3' 8" 3'-7" 3'-7" 1 3'-7" 3'-7" B" 3'-1'" 4" ^ 15'-7" 81' 3'-6" ^ 10'-0" T-0 10'-0'" 2'-8" (2) 2860 S.H. I T Q L_ JJ — — — — — — — — — — & 24"Tall Fixed j I Glass Trans. Abv Girder Hanger I ^ See Connector I ^ ao ❑❑ Hdr. at 108 ao dr Hdr.att Electric _ 4 x B "s°vP � � ' Schedule N __t, Cab. o o 0 00 � Fireplace Cabinet _ _ cplamn 10080 Overhead ------------ ---------------- 10080 Overhead o0 00 ... .. L-9 ---_ 0 i St-- Wer En is:. O o Closer L-5 L-5 N j a O r 10'-0" o ao N 2880sc Cl) R11 Batt Insul. in Adj. Walls I in sh 1 Master Bdrm. 1 Cing. 1 10'-0" Cing. with �; r pa4 oBollard ❑ I 12 Coffer 5080 Nitche � °�Q N O -- io I 191-0" I 3'-9 3' " 4'-0" 3'-0" 4'-3" 19" 2'-7 12'-6" 31'-5" 2'-4" ' so" x 7s' Fix. Glass I sp I Q 2680 t p m •� A.H,U. on � I I I 'v pRo� O platform 2860 a I I ip 66"Tub N C. 54 Access36"x Closet adder EA. I Garage S.H. o v Unit in Deck - N fCEng. io I I `' 0 10'-0' 10'-0" from FFE 2860 N ti00j Cing. Cing. S.H. H36 s.h. p 1 h 10'-0" Cing. 8'-1" o0 o_ I L-9 L-------— — — — J yo$� CD I o V - e HB a lEiF=======FRl 60'" x 20'" Fix. Glass (� 00 0 60" x 20" Fix. Glass HB L-10 L-tp 60" x 20"' Fix. Glass L-t� Transom Transom Transom HB � 1(Uy-rJ in AC Cond p C7 C] 0 O O Floor Plan Scale: 3/16" = 1'-0" Building Data Occupancy Type: Group R V Construction Type: V Number of Stories: One Project Area: 6136 s.f. _ Q � N Design Loads 0 w co f� Z ch Roof Live Load: 20.0 p.s.f. V a J Floor Live Load: 40.0 p.s.f. •• u- m Wind Speed: 160 MPH bQ N v 'CqD** Wind Importance Factor: 1.0 — W >` I Building Category: 11 d Cc Wind Exposure: B Internal Pressure Coefficent: .18 J Structure Designed: Enclosed • Q Soil bearing capacity: 2000 p.s.f. Cl) tyo y Z d o o Scope of Work V o ; New One level CBS N Single Family residence LU o M Building Code 2020 Florida Building Code: Residential U) 2017 National Electrical Code: NFPA 70 Area Tabulation FDOH in St. Lucie County Environmental Health Living 3982 Site Plan Approved for Construction Supersedes All Previous Site Plans for Garages 1526 OSTDsY�F-2u�S37Sr& weu #gi3/5'5 Porch 554 Date: Reviews Entry 74 Total 6136 Total Cubic Volurtle: 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 827 4292 149 8F24-1B/1T L-2 4'-6" 6113 911 2724 144 8F16-1B/1T L-3 4'=9",.-- - 7"T -476 3935 95 8RF26-1B/1 L-4 3'-8" 8974 1120 4853 175 8F24-1B/1T L-5 11'-4- 3127 639 1510 1 100 8F28-18/1T L-6 T-0" 6472 333 3508 112 8F40-1B/1T L-7 9'-0" 3486 298 1811 78 8F24-1B/1T L-8 T-8" 6390 770 2494 133 8F32-18/1T L-9 T-4- 8974 482 5591 110 8F24-1B/lT L-10 6'-4- 1238 592 835 105 8F8-lB/lT L-11 T-8- 6036 332 3295 1 76 8F24-1B/1T L-12 4'-4" 8060 679 4409 94 8RF22-1B/1T L-13 8'-0" 3486 1 200 1811 100 BF24-1B/1T L-14 7'-0" 6472 1114 3508 179 8F32-1B/1T L-15 13'-4" 1075 1025 770 251 8F16-1B/2T L-16 17'-4" 950 200 404 100 8F16-1B/lT L-17 T-4" 2661 717 1634 175 SFt6-16/1T 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. A8 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 bads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U IMels, only. 5. A8 safe loads in units of ponds per Tinier foot 6. All safe loads are based of simply supported span. 7. Safe load reings based on ratios design analysis per ACI 318 and ACI 530. 8F16-1B/1T 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 C-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 call reinforcing and gout 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 C270 Type M or S ca � Q \J Lu Lo I O 1 r r = O Z �••r U W Nv C Q 00 I r T U Q O 0 LL LL W0 1J i X O f- Z O Z W Y J U W p N N 0 m J N W LU 4-J LLI JLLI W Z 0 LL U Z W IL (n drawn S.I. checked S.I. date 2/23/21 scale as noted job number 20060 sheet A-1 WARNING* ALL BEARING POINTS HIS IS A PLACEMENT PLAN FOR ENGINEERED BRACING: SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR UST BE INSTALLED PRIOR TO COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL- HANGERS ARE SIMPSON STRONG -TIE OR USP INSTALLING ANY TRUSSES! FAILURE TO EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE UNLESS OTHERWISE NOTED. INSTALL HANGERS O SO MAY RESULT IN DAMAGED TRUSSES AND WILL FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ACCORDING TO THE CURRENT SIMPSON STRONG -TIE OID ALL WARRANTIES. FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. R USP CATALOG SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS[ENGINEERING TRUSS DRAWINGS. III ■ TRUSS PLACEMENT PLAN 11'4" Ceiling Height Hand Frame Down to 12'-0" by Others 13'-4" Ceiling Height 12" Coffer 4� ��� !rl f12 CMU Wall Typical End Detail 1'-10-1/2" . 4c-- a 8" CMU Wall Bott of Trs @ 10,.0„ Typical End Detail >_Pop Out in Garay Design to Resist Horizontal Forces Are the Responsibility of EOR. Manuel Martin Digitally signed k Manuel Martinez Date: 2021.02.22 ,46;20:58-05'00' No ttt7192 IN sI OF Sam# NM 6S OF 186E IF. IOB99A 911F Riot M Mutiny ear been elmratlally stood yN teelN In Marvel Matinry P.E. (R. ,k. dq]M en the dare shown abweadnya SHA Samhtokmi..'eds. %kMd "pies M this do... to ..,kleled rlpN had uaW aM the "A IaMM"ka\Ian "de nM be ,e mod hn an, oemdnk rbple. T-1-13/16" Typical Corner L MA,9 r No.0a7132 STATE 0{ 0 a S ss 'ONAI- '';,`1```� ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS ECT O T_ EAST COAST TRUSS O 5285 ST. LUCIE BLVD. FT. PIERCE, FL 34946 0) OFFICE: 1772) 466-2480 FAX: (772)466-5336 M y n CUSTOMER:Telese Builders JOB NAME: Sztankovits Res ADDRESS:8024 Spendthrift Ln CITY/COUNTY:PSL JOB # J40997 JOB# f-Shed •� tI, 91 MODEL:Model SQ FT 9602 ftz DATE 12/28/20 LATEST=02/17/21 Ust A RDAN( I. WITH THEFLORIDA A G A IVE CODE 61CISS 31003 (3) (e), EAST COAST TRUSS is the "Truax Mslgn Engmur T... set are dedgned In vcmrdantt with the Florida Building Code NOTE: By approving this placement plan(s), signatured A anywhere on this sheet, the customer or his representitive acknowledges that this placement plan i complies with the structural intent of the project. The customer also acknowledges that this approval r authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts — l' financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST Q COAST TRUSS. Z Signed: Date: LL O 0p CODE = FBC 2020/TP12014 ASCE 7-16 UJ Do. DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY= 11 G EXPOSURE = B Q MWF SPEED =160 BUILDING TYPE =ENCLOSED MEAN HEIGHT: 15.00 ft U) (n GRAVITY LOADS W J FLOOR: DUR FACTOR=1.0 PSF=TCLL-TCDL-BCLL-BCDL Z 40.0,10.0,0.0,5.0 ROOF: DUR FACTOR= 1.25 U) PSF=TCLL-TCDL-BCLL-BCDL W 20.0115.0, 0.0,10.0 (n U) LOADS PER FBC & FRC "NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf F— W (n DEFINITIONS MWF = MAIN WIND FORCE Q C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TIC = TOP CHORD W BC = BOTTOM CHORD (n LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT F— # =POUNDS O Z r g UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS I DRAWING. O ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 6 STRONG BACK BRACING, 10'-011 O.C., IS >— RECOMMENDED ON FLOOR TRUSSES ^ SPANNING 20t-0" OR MORE Ll �..t- �.T� r.,... — - O UST BE SET WITH A SPREADER BAR. THE V PREADER BAR SHOULD BE AT LEAST 1/2 D '3 IN LENGTH AS THE SPAN OF THE TRUSS Q\ EING SET. / EFER TO BCI-B1 FOR COMPLETE O RECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER SUPPORT ANY PLANT SHELVES 1)2/16/21: Added LVL; A13-A16:3pt Brg Trs; I — Modified TRS over Lanai & Nook 4__ 2- O 4- 5- 6- M (3/16" if plotted 24x36) . Designed By: CO