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Home My WebLink AboutPLANSpll r-------------, I I 3/12 1 IL------------- ---------------- 1 I I 1 1 I 6/12 I 1 I I I 1 I 1 I I I I I I 6/12 I 1 I I I I I I I 1 I 1 I I I— — — -- — — — — — — — — — — — — — — — — — — — — — — — — 1 3/12 I I L---------------------------- Roof Plan scale: 1/8" = 1'-0" SV Crimp (26 ga.) roofing panels over Peel & Stick on Lln d.x. plywood fastened iling schedule Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by R20 SprayOthers Foam Insul.See Connector Schedule Z x 4 p..t. 2 x 4 24"o.c. Cont. 9'-4"-J$-- T.O_B_ - — - 5/8" d.w.J 1 x 4 p.t. Firestop Two Course Perimeter Beatri with (1) #5 Rebar in each course, Filled with Grout 1 x 2 p.t. furring strips 24"o.c. ---\ with R4.1 Foil insulation 1/2" d. #5 vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix Colic. on .006 Vapor Bearier on Clean, Compacted, Termite Treated Fill --,. 0.00'*- F_F.E --- v — (2) #o Rebar Galy. Drip Edge over 1 x 4 p.t. �I I 2 x 8 Cedar Fascia Board Stucco Soffit Over High Ribbed Wire F-6" Lath Install one layer of 15# felt to framing prior to installing wire lath 8x16x8 CMU Typ. Hardie Plank Siding fastened to CBS block as per Product Approval #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells Stucco Stop v I Grade 0 r. Typical Wall Section 0 (V Area Tabulation Living: 1426 Carport: 272 Porch: 207 Entry: 213 Total: 2118 Cubic Volume: 13,305 c.f. Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 A^N Q" Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 2118 s.f. Building Code 6th Edition Florida Building Code: Residential 2014 National Electric Code NFPA 70 Scope of Work New one level CBS single family residence Project Data Project Name: Evan Miller Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida DesiLyn Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH Wind Importance Factor: L0 Building Category: II Wind Exposure: C Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. oo ----------------------- 1014 -------------------- I -- ° El � I I I I � � I � L-$ L-$ o = Carport ❑ o ---- ------ ------ o 0 a = L-1 i 9'-4" Ceiling from F.F.E. Porch i 9'-4" Ceiling from F.F.E. L-4 N I 0[Ell10 ion 11EAEl •❑ Temp. Glass Enclosure'(,.h. V.LI'. d.. co in � w a an I t` pan I m 1 - to I o o I o H32 s.h. SafeGlass v ^ Air Handler I w. in Attic Optional _ m 'o c • ❑ L_—_J Cabinet w" Bdrm. 3 in Fla o 0 AV ILre --- ----- Ref. L-3 9'-4" Ceiling ❑• �n 25 _ o --- i N N eT-- � Pantry � s.h. Egress 2Ac x 36 � 21 Access I Kitchen L-1 5068 I 9'-4" Ceilint; o ❑ AC Cond. on Cones Pad 8 4'-8" 3'-2' 2' �0" 2'-1" 1'-6" - 12'-3" 3'-4" 8'-4' 8" dw ' 0 ----J Dining 5068 Range & M i o Exh. Hood 9'-4" Ceiling o d N 1'-6" �' HB I-IB can 1�1 Header I at 96" v m a.f.f. 9'_4" L-2 El II Clog.s. o Nn m ti�b� n h. Safety Glass bb _ O � N N • 4068 8 71, 8 17'-4" 3'-4" 2'-6" 5.10„ El a o Master Bdrm. Great ROOM o o 9'-4" Ceiling 9'-4" Ceiling B drm. 2 Fl 9'-4" Ceiling L-1 25 Egress Egress L_3 L 1 25 1 1 I m Entry s.h. E es Egress Q L-5 i 9'-4" Ceiling j I from F.F.E. I o------------ ------------ o------------ ------------ o------------ ------------ E71 ------------ ------------lo U M OH � � of 0. tjD O •� U w Ln 00 r, •r..4 Cn U W O f�ll v CA CA r^�, v CCU r--q E-" -e� a/ 00 m U-J 1, 6 L-6 5'-7" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-7" .7009 la'-lo" Ia-6" 1a-6" la'-lo° AINnoo 31oni 3o- . 3u l3131 Floor Plan AY "31 201 ST. Lucie County, Permitting �i O w W � U N w w W � (D z drawn s.l. checked s.l. dare 5/_t,i19 scale as noted job number 18078 'tAN'04hii') sheet lily A_ 1. n AdOO 311:1 T.O.B. 6 $„ -0�— Window Head 0.00'-0-F.F.E.— — Left Elevation scale: 14' = 1'-0" Right Elevation scale: 1/4" = l'-0" PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures SH-5500 Per Manufacturers Product Approval FL#: 239.6 Windows singlehung PGT Industries Impact 3/16" Tapcons with 1 1/4" embedment in Cone. +33.5 -44.8 +/- 50.0 in Mfg. supplied holes FL#: 17184.5 FL#: 17184.9 Swing Doors Fiberglass Door J?]astpro Impact Per Manufacturers Product Approval +33.5 -36.3 +/- 50.0 Approval Number Product Model Number Manufacturer Attachment Method Building Rated Product Rated Design Pressures Design Pressures FL#:17443.1 Roofing 5 V Crimp JA Taylor Per Manufacturers Product Approval -65.2 -129.25 FL#: 10892.1 Siding Hardie Plank James Hardie Per Manufacturers Product Approval -50.0 -92.0 FL#-9777.7 Roofing Underlayment Weatherl-ock Specialty Owens Corning Per Manufacturers Product Approval Front Elevation scale: 1/4" = 1'-0" Rear Elevation scale: 1/4" _- 1'-0" 4' 3 1 2 1 3 3 2 1 1 1 2 2 1 II — — — — — — — — — — L I I I I I 12 I 1 I y 2 I I I I I I --I----------------------I-- 3 2 v I 3 I 3 i 2 v 1 3 --I-----------------------I-- I I I I I I 2 1 1 1 2 I I I I I I I I 1 12 I I --I------------------------I-- 3 1 2 1 3 Wind Zones - Roof CU F" ^ Z CNo � � M F � w Z •un U w W Q ct 0 r l C7 E Z O ll Q C� v W O U/� r� c� '--�i > 00 CIA Q a/ 00 M w W U 7� i—I .r, O Attic Vents Calculation � � —' w CARPORT, PORCH, ENTRY Attic Area: 692 s.f. / 150 = 4.6 s.f required. O soffit area = 89.41.f. x 1.3 = 119 s.f w w U W a Venting Provided: 8 x 16 soffit vent: 85 sq. in. each vent v 8 Vents along overhang = 680 sq. in. 680 sq. in. / 144 = 4.72 s.f. Total Ventilation Provided: 4.72 sq. ft. Wind Zones - Walls drawn s.l. checked s.l. date 5/5/19 scale as noted job number 18078 sheet A-2 E O U Ri REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Nao U LL 0 a_ Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITYLOAD APPLIED GRAVITYLOAD ALLOWABLE UPLIFTLOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6" 11809 1524 5861 415 SF321B/lT L-2 3'-8" 11809 118 6627 34 8F321BAT L-3 4'-8" 3966 1524 4594 415 8RF301B/lT L-4 4'-4" 10893 967 6183 264 8RF301B/lT L-5 5'-8" 4360 118 2093 34 SF161B/lT L-6 10'-6" 1533 113 914 184 8F161B/lT L-7 10'-0" 1533 118 914 34 8F161BAT L-8 10'-4" 1533 937 914 220 817161B/lT L-9 10'-8" 1366 671 798 202 8F161B/IT L-10 12'-8" 1075 118 606 34 81`161B/lT L-11 5'-O" 5365 118 2290 34 817161BAT Mim. Beam depths shown, beams may be increased without comment Ar —al at boiry of reba, atboaan of fI IinvA F—fill,, av,ry IIr W bar et boom Iof 8F16-1B/1T nomn d bar at mp 518ryof#5� lintel cavity hugvh Lintel Type Designation 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 #7 rebar may be substituted for two #5 rebar in 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 rational design analysis per ACI 319 and ACI 530. Cast in Dlace sill or Tie Beam Option Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. I. Rebar 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 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 ill 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 cell reinforcing and grout. 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'-10") Typical cast in place tie beam to be a min. 8" x 12" with (2) #5 top and (2) #5 bottom FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet 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. Dowel Rod Repair Note In the event vertical steel has been omitted from the down Vpour locations, drill 5" into concrete (no closer than 3 3/4" rom edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two hart eppoxy to anchor the #5 rebar in place. Use either "Hilo C-I%" or Simpson Epoxy -Tie. 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 ma leeuate, 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 nil] polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 W WM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90% hooks are to be extended ] 0" 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 horizoniuilly if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superceded 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 Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back cusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Provide equal number of studs under girders equal to the number of plys. Connector Schedule Truss Bearing Truss Connector Qaty. Connector Fasteners Point Uplit ID Uplift All trusses Each to CBS Brag. <1000 HETA20 1 1810 (9) 10d x 1 1/2" Developed from the Truss Placement Plan and Engineering Sheets prepared by A-1 Roof Trusses. Job Number 75539 Dated 3/25/19 Missed Tie Down Strap Note In the event the Tie Down Strap has been omitted from the Layout location, install one NITS 18 strap at the proper location. Fasten with (4) 1/4" x 2 1/4" Hex Head Titen screw to C.B.S. and (7) 10d to truss. MAXIMUM UPLIFT 1000 lbs. F-1 0F1 F-1 00 r— — — I — — — — — — — — — — I i F_I I I 1 I o N I I I F-1 F-1 F-11 L--- ------ ----- --------� o I 1 a 31-8" T-s„ I 1 I Z I I _4,' I o F-1 f-2 0 0 o F-2 0 0 4„ �a — — — — — — — — — — — — — — — — — — — — — a r — r— — I I o I I I M M F-3 I F-2 0 0 0 F-2 ❑ 1 4„ I I F-2I— — — — — — — — — — — — - M --} I —J L---- ----_J I U 4" 2500# I I cone. pad I 1 0 1 � I 1 ❑ 8, 13- 0" 13'- V � I n F1 I F-1 -1 0 1 p I II I m I ii I I I o M I II I o I I - o I 4" 3000# FIBERMIX CONC. I 1 M OVER .006 VAPOR BARRIER I O o I ON CLEAN, COMPACTED, I n 1 TERMITE TREATED FILL I I I I ASSUMED F.F.E. 0.00' ❑ 1 I l I 1 F-1 j I I I ❑ I I I I ❑ I 1 . I I I n I I F-I L---------------------------------------------------1 o O 0 O F - 2 no1i O F 2 ❑ o 0 o a o I 4?' I 3_q3,�,� 1 F-1 I o F-1 L------------_--- ----------------------------------1 n o F-1 F-1 no F-1 I I , o Foundation & Footing Flan scale: 1/4" = 1'-0" F-1 F-2 F-3 18" x 18" mono. footing 18" x 18" mono. footing with (2) #5 rebar cont, 8" x 8" thick edge with (2) 0 rebar Cont. with (I) #5 rebar Cont. 4" 18' 4" 4„ 4„ 4' 4„ • 18" I T . 8" MONO. EDGE FOOTING 18 SHOWER EDGESTEP FOOTING FOOTING V M E a w z I •� w 00 QCA 9_ •� L/1 W U U UQ t7 �o � Q 7t t � v1 _v H W� CC ter, N 00 CC3 a/ pp m O w w � U a w w �ll C7 z to drawn $1 checked s.l. date 5/5/9 scale as noted job number 18078 sheet A-3 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY FILE COPY BOCC Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C 1325. Per Durock, cement board exceeds ASTM 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. 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 less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033" (lmm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112" (lmin to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural insulated panles shall penetrate the wood structural panle facing not less than 7/16"o.c. (11.1mm). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity. Cold Formed Steel Note Cold formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1 1/4" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. Wood Framing Note Wood framing supporting gypsum board and gypsum panel products shall be not less than 2" (51mm) nominal thickness in th least dimension except that wood furring strips not less than 1" by 2" (25mm x 51mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached horizontal framing members with 1.5" roofing nails and to vertical wood framing members with 6d common nails or 1" roofing nails driven to penetration of not less then 3/4" of an inch, or 1" wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4". Fasteners shall be 711 o.c. max. 9. x 4 hmt.. r,,M hrarin , 10'-0" Bottom Cord Lateral Bracing 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 (2) 12d trusses 24"o.c. both top and bottom cords sees out for two truss spaces from y gable end 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 Alum, window frame 3/8" continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish Galv. drip edge min. 4" lap 1 x 3 p.t. over 2 x 6 Paint Grade Fascia Gable end truss by truss mfgr. 19/32" 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" RETA16 truss to bond beam with (14) 10d x 1 1/2" located at each truss vertical Concrete Bond Beam corrosive resistant Tapcon concrete stews installed as specified in window manufacturers product approval ,-window sill a Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction precnst cone, sill Typical Precast Conc. Sill Detail 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck .. % ww � 8� ° a� ab 00 O° a 0 �c00� °.. CBS Min. 1 1/4" embedment a at windows and min. 1 1/2" embedment at a ° ° sl. gl. doors a 4 ° `1/2" drywall stucco finish J perimeter caulk J/ Attach p.t. bucks 1/4" max. struct. shim with 8d coil nails at caulk 12"o.c. attach as per Typ. Alum. window manufacturers jamb or sliding glass product approvals door jamb 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 DryLock Waterproofing after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field. If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 19/32" plywd. sheathing or equal installed with staggered 'oints & GI clips, nailed to trusses with 8d corrosion resistant annular ring sliank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 1/4" DIA. TAPCONS WITH 1 14' EMBEDMENT INTO C.B.S. SET A 6" FROM CORNERS AND AT 12"o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS" 4" FROM ENDS AND 12"o.c, USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION SHEATHING NAILING NOTES Nailing Pattern Zone 1: 8d at 6"o.c. field & 4"o,c. edges Zone 2: 8d at 4' o.c. edges & fiold Zone 3: 8d at 4"o.c. edges & field Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Min. nails size 8d or larger ring shank with Min. shank diameter:.113 Min. Length 2" Min. Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails widiout comment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c. at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.c. EXTERIOR SHEATHING Use #8 gun nails at 4"o.c, at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2" comer bars at beam (outside only) (2) corner bars at footing (min.) — vert. dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell all corner bars to be the same size, number, and Il spacing as horizonti i bars t in footing, beams, and walls Corner Reinforcing Detail STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of 1" concrete cover, or as follows: BOTTOM TOP SIDES Beams: 11/2" 11/2" 11/2" Slab on Grade: 1 1/2" 1" _ Structural Poured: 3/4" 3/4" Poured Walls: 3/4" Slabs exposed to the weather 3/4" 1" Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318' All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. No slum over 5" shall be permitted for any structural concrete without the Architect or Engineer approval. All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof: see column schedule. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid, General contractor to check all drawings for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. General contractor is to keep the site in a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the St. Lucie County Building Department and the building permit has been issued. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. Provide one layer of 15# felt to framing prior to installing wire 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. H E- z00 N E� a w to U In �' a so U w 0 n � � W U U C� A U p U Z O A � a) � `� U W . t\ W, UoZ 00 cn W .b U w w � 4-; z rn drawn ai. checked s.l. date 5/5/19 scale as mued job number 18078 sheet A-4 R V VVyle MpL Aoc GopE cle G0UN LAV SOT S®co FILE Copy Show Plumbir water ha each fix Insulate all hot water lines Plumbing Riser Diagram PLUMBING NOTES: to sewer system 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. a. (3) #3/0 (THW) copper and (1) #4 ground (THW) copper in 2' galy. conduit Panel: 150 A.M.C.13 1 A 3W 40 Circuit 120/240 Volt disc. 5/8" dia. x 10'-0" long ground rod 3/4" copper water pipe 10'-0" 150 Amp Panel (3) #3/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit F.P.L. service P.L. overhead Wall service) 150A meter ;�t, 015G - (3) #3/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit F.P.L. service (if underground service) I— - IL r tie ground wire to footing rebars Electrical Riser Dinyram Electrical Load Calculations 1426 Living S.F. at VA 4278 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Cir. @ 1500 watts 1500 watts One Range 9000 watts One Dishwasher & One Disposal @ 1500 watts each 3000 watts One Microwave @ 2000 watts 2000 watts One Water Heater @ 4.5 kw 4500 watts One Dryer @ 5 kve 5000 watts One Ref. @ 1500 watts 1500 watts Two Baths @ 1500 watts each 3000 watts One Well Pump 2025 watts Total 37,803 watts First 10 KVA at 100% 10,000 watts Remainder at40°/h 11,121watts Total 21,121 watts One AC Heat at 100% 10,000 watts Total 31,121 watts 31,121 W / 240 V = 129.6 Amps Use 150A Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Not GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule it loads are to be modified 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. All conductors to be copper; all insulation to be THHN. Conduit as follows: PVC below ground, Rigid from underground to service box for exterior lights on building; AC, MC, or EMT conduit elsewhere. 5. Ensure min. 36" clear between equipent and disconnects, Typical. 6. Protective ratings shall comply with NEC 110-9 & NEC 110-10 7. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1 Electrical Plan scale: 114" = 1'4Y ELECTRICAL LEDGEND I - RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE F---? i ---� SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS ) RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION O EXHAUST FAN OUTLET b CARBON MONOXIDE DETECTOR THERMOSTAT DETECTOR DUPLEX OUTLET - SWITCHED DOOR CHIVIES DUPLEX OUTLET ® SMOKE / CARBON S � MONOXIDE DETECTOR 220 V OUTLET _W SWITCH 4+ TELEVISION THREE WAY SWITCH TELEPHONE D DIMMER SWITCH PUSH BUTTON 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 U h-� Q � M � E" l a w g . ,..t y W U C) ct Q O U C7 o Meter r� r� E-� U F t S~ N U Z N a/ m Chi 0 w cC U � z � o � U � ct � N w w U W a C7 z Cn drawn S.I. checked s. i. date 5/5A9 scale as noted job number 18078 sheet 5 R ODErO ME NTY G 001E ST • gOGG E (OJ Rl 0 LL tct 0 0- lvliLieLL LL i 22'8" 20' I I INC— N 241 '1 . . . - - ' fJ 4F } 7'C L1> g�P �kfi,Ld , 5E '-VG,'FO W-S,' ,' ,' ,' ,' ,' �, �, ,' ,' ,- . ,CA 5' 2' 18'8" Ln m L A NG @ 4" iN 2' 2' 2' N N N N N N N N N N N N N N N 2' 2' 2' lol 11 W c- cV N N N N N N N N N N ce) Ln U) to Ln N i21$n 12 (f, P-6° TYPICAL END DE"[ "AIL *NOTE: ALLTRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER a L L (UNLESS NOTED OTHERWISE) c 0 ° a c L c r 0 3 L � 0 * NOTE: ALL CEILING DROPS BELOW BEAMO 5 6 BY BUILDER (UNLESS NOTED OTHERWISE) o m a a o 0 L c * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW N L .� a m 2 `° c TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING a m a — a ~ DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL v a� m o�� m STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE mYE&oaNm INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR ~ a '00 8 n 2 ° O C j GRAVITYAND UPLIFT LOADS. p tN � D - Ofs � ° to g w FOR BRACING & ERECTION DETAILS REFER TO a cg a aL BCSI-03 AND/OR ENGINEER OF RECORD 0 y N o a a a ED L `a = a c LLJ Ca oEc -.o REPRESENTS THE LEFT SIDE n o E � o ® OF EACH TRUSS DRAWING < 2 � > E .a m• �� F G N =Lp O m N U '` ( NOTE: REFER TO USP CONNECTOR N .N...0 o m m z & � c -8 Co, ¢ o E'o o m . T CATALOG FOR INSTALLATION DETAILS) c' O� a Um e -Lo. � o 2a�i'V E D A JUS24 H THD46 Q--- o a� N L mN .3 B JUS26 J MSH422 R--- o o N N (� THD26 K MUS26 S --- >.`0L m= m p E m c O p THD28 L HJC26 T--- L a N a E c T m L - m E THD262 M --- U --- E22aaWMoaao _ c� E �_ ° o F THD28-2 N --- V --- O❑ N� C D W�� G JUS46 P --- �( --- � � ° �� 0 N N w L 0 0 0 HBB HANGER BY BUILDER BBB 1 BEAM BY BUILDER1 N 3 0~ u = 3 W m cH o oacC on-0 Z LSTA12 @TC & BC N= G z o o n 0 o E INDICATED TO BE USED IN FL ° Zt LSTA12 @TC CONCORDANCE WITH m m @ N ° a .m , CORNERSET DETAIL c a$ o M `o w 2 0 Zbj LSTA12 @ BC STDTL01 m a r -o m o «Q LOADING ROOF FLOOR WIND LOAD r � `m c''° c a Y 0 c m N m � LIVE LOAD 30 ASCE 7-10 ° ED ❑ o N ao 020, � F � U DEAD LOAD 15 - 160 C c'7- o �0- '01 ` c a a 5m�y��'�ma' LIVE LOAD 0 Residential - CAT II _ ¢ m - m m « 0 >Of c 0 L c a m m U DEAD LOAD 10 - Closed o$ N D 3 z U � m rn a o 3= o L C ,p = � (0 (0 N N N v TOTAL LOAD 55 - FBC 2017 RES y D o m c a ° N `0 c o❑ me 0-0 ` y DURATION FACTOR 1.25 - TPI 2014 Z 5 a = .N 0 o m M N r U Q,- N c N MAY 31 2019 ! ST. Lucie County, Permltting Anthony T. N:Mnv 1.9 +A ?�? -'. '-' -$' way. w • t4o90003a.� W, r �� a �.` '�R 9ERIAL 4d36b989999e20a51b6cde8 RE Owr+ e DATE BY REMARKS u F 0W OL L C C= 2 C - --�--�---- - w co)_ _ « o « c 0. -N •_'O L « E o _ 2 s o - --/-a---- - o O N (0 U a�n�Uv o'.o Ear N = 0 N « N m O m« O w G "O um .: N O@ N w 5 L = T 's G a U� N a 3 0 It is understood that above ❑ APPROVED N _ . E U conditions have been reviewed & v ¢ ❑ « N o E a « c are acceptable for the fabrication ❑ APPROVED AS NOTED , L o U 33 ` at trusses, elevations, pitches, 0° a � m -�1- 2 o m overhangs, fascias,ceiling ❑ REVISE AND RESU BM17 0 °'- z co a E ; L elevations/pitches, bearing c a F 0 Eo N F, p m conditions &all detail pertaining ❑REJECTED m g 8 0 .o o W ME a❑ to this truss placement plan. No ° C = a back charges will be accepted = a= S a m m a without previous written approval DATE o,5 o 0 0 N a, 5 N from an A-1 Roof Trusses a� d _ TL 9 U E 2c y a a o 0 representative. REVIEWED BY `o E 2 ¢ ❑ '0 30 o s Z6 c a o2 -� o d m PLAN DATE ARCH: /--/--- STRUCT: /--/---- Cp VV L O CQLw c.O .- CUSTOMER TREFELNER CONSTRUCTION N L L > L N N N a N G N V O O D C 9 N JOB NAME MILLER RESIDENCE 0 0 v _ 0° a o (O N �' L= P .o m O j c U �' c O O Z E L O m - N N OPTION(S) m o 9 a c -W-o m U U L c O c Y 'p� 8 m .c`F.a `°mw , c N COMMNTY N m DI O .` o c To ° v a L /LOT# rrim«�mcRoy m O U O C C N;` 2 t `O N c' W 2 C H Ow CITY a .W 0 N m= Y COUNTY 0 0 0 a m BLDG BLDG c o° 1O E' R- O 0 a_ TYPE # o 0 W y m ac c o>m�aa« 0 �0o O~md ro m a m o a) JOB # 75539 MASTER- S& 8 M0 a) T a a R m -E`u m-0h-E o = 0 C N m 6 a O F m 30 C CC u ne, DRAWN SCALE DATE 0 � _' L as E `o 3/25,119 m °zML❑WTDSlm BS NTS N 8 � E ❑ & � N ❑ o E 3 D a a Z« " =A-1 ROOF E N ��v��Q��*6 j - L N = TRUSSES g € ° m o e A FLORIDA CORPORATION u) � 2°6 9 m 3 00 0 Ph 772-409-1010 / Fax 772-409-1015 o a http://www.a1truss.com V rn f- 8 -o = o 0 ii r——_-----------, I I 3/12 IL -------------1 I I I I I I I I I I I r- I L__J I I 6/12 I I I I I I I I I I I � I I 6/12 I I I I I I I I I I I I I I I----------------------------1 3/12 I I I L—--- -------------------------1 Roof Plan scale: 1/9" = F-0" 5V Crimp (26 ga.) roofing panels over Peel & Stick on 19/32" c.d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by R20 Spray Others Foam Insul. See Connector Schedule 91-41t-$- T.O.B. - — - 5/8" d.w 1 x 4 p.t. Firestop Two Course Perimeter Beam with (1) #5 Rebar in each course, Filled with Grout 1 x 2 p.t. furring strips 24"o.c. —, with R4.1 Foil insulation 1/211 d. #5 vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix Conc. on .006 Vapor Bearier on Clean, Compacted, Termite Treated Fill —\ 0.00' F.F.F. /12 2x4pA. Q 6Cont. 2 x 4 24"o.c. Galv. Drip Edge over 1 x 4 p.t. 2x8Cedar Fascia Board Stucco Soffit Over High Ribbed Wire l'-6" Lath Install one layer of 15# felt to framing prior to installing wire lath 8x16x8 CMU Typ. Hardie Plank Siding fastened to CBS block as per Product Approval #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells Stucco Stop Grade (2) #5 Rebar Typical Wall Section Area Tabulation Climatic & Geographic Design Criteria Living: 1426 Weathering: Negligible Termite Area: Very Heavy Carport: 272 Porch: 207 Flame Spread Index & Smoke Developed Index Entry: 213 Insulation Flame Spread: Not to exceed 25 Total: 2118 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 42'-8" Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 2118 s.f. Building Code 6th Edition Florida Building Code: Residential 2014 National Electric Code NFPA 70 Scope of Work New one level CBS single family residence Project Data Project Name: Evan Miller Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: H Wind Exposure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- o o Carport rV I 9'-4" Ceiling from F.F.E. Porch m 9'-4" Ceiling i o from F.F.E. , N i Temp. Glass Enclosure M f t 1 rlp , I Optional abinets H32 s.h. Air r o0 0 Safety Glass M z' in + 11 7LT 11:1 I M w e - Bdrm.3 Us z ° �AAA ---- ---- � N 9'-4n Ceiling 25 s.h. c N c Egress 0 4 i10r r" v, lo�? 5068 , TY-4" 8,11 4 '_2' , On 2r_1n 1�_ �_On ll jl 12'_3n 8'-4' 8u `. i p i ei n� } Dinin 5068 io (;� 9'-4" eil' g 0 c 4" Ceil' o i� Y Y [ N (V o i F_6" I it o M ' M n - - O 6 Z I CV H32 s.h. tti M ti n 'jV` 1 Safety Glass 4068 17- " '4" 2'-6" 5'-10" 8" 1Z1, ko Master Bdrm. Great Room k o 9'-4" Ceiling 9'-4" Ceiling B drm. 2 9'4" Ceiling 25 s.h. 25 25 s.h. Egress LIEEnt � s.h. Egress , c c I 9'-4" Ceiling I____________ ____________ ET ____________ from F.F.E. ____________ TT ____________ ____________ TT -------------------------- Floor Plan scale: 1/4" =1'-0" TLCI- d!Si§l, a�'Ycyr (C tcs:V'C , V4aw- _ rcrK Xtl C�4e t'81c��5 r 0 w � F. � � w a0 O 03 w W �4 drawn S.I. checked S.I. date 1/30/19 scale as noted job number 18078 sheet A-1 I -----� r I 3/12 1 — — — — — — — — — — — — , I I I I ----------------� ------� I I F- I 6/12 I I I I I I I I I I I I I I I 6/12 I I I I I I I I I I I I I 1 I I ------------------� I 3/12 I I L---------------------------- J Roof Plan scale: 1/8" = F-0" R20 Spray Foam Insul. 9'-4"�-- T.O_B_ - — - 5/8" d.w l x 4 p:1. Firestop Two Course Perimeter Beam with (1) #5 Rebar in each course, Filled with Grout 1 x 2 p.t.furring " strips 24 O.C. —� with R4.1 Foil insulation 1/2" #5 vert. rebar to grout filled cell See Floor Plan for Locations 4" 30004 Fibermix Cone. on .006 Vapor Bearier on Clean, Compacted, Termite Treated Fill --\ F.F.E. (2) #5 Rebar 9. 5V Crimp (26 ga.) roofing panels over Peel & Stick on 19/32" c.d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector Schedule / 12 2 x 4 p..t. 2 x 4 24"o.c. Q 6� Cont. Galv. Drip Edge over 1 x 4 p.t. 2 x 8 Cedar Fascia Board Stucco Soffit Over High Ribbed Wire Lath Install one layer of 15# felt to framing prior to installing wire lath 8x1.6x8 /- CMU Typ. Hardie Plank Siding fastened to CBS block as per Product Approval #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells Stucco Stop a I Grade O Typal Wall Section Area Tabulation Climatic & Geographic Design Criteria Living: 1426 Weathering: Negligible Termite Area: Very Heavy Carport: 272 Porch: 207 Flame Spread Index & Smoke Developed Index Entry: 213 Insulation Flame Spread: Not to exceed 25 Total: 2118 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 n i l-R" Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 2118 s.f. Building Code 6th Edition Florida Building Code: Residential 2014 National Electric Code NFPA 70 Scope of Work New one level CBS single family residence Project Data Project Name: Evan Miller Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Expc)sure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. ----------------------- ------------------------ Carport ---- ----------------------- v I 9'-4" Ceiling LJ ---- ------ ------ - I from F.F.E. I I I Porch 1 9'-4" Ceiling I o from F.F.E. I O I I I O Temp. Glass I Enclosure ih l668 0 — — — �„ Optional I Air Handler I Cabinets I O0 0 H32 s.h. Safe Glass r in Attic I i ^ w _ _ _ Bdrm. 3 00 ------- ----- L1181 9'-4" Ceiling 25s.h. o voEgress NFanny 0 _ a 0 4 _ 5068 r. 8" 4'-8" 3'-2' I 2" 0" 2'-1" F-6" 3'-0" 12'-3„ 3'-4" 8'-4' 8" ¢o Kitchen Dining 5068 0 1 9' 4" Ceil' g o 9 _4" Ceiling o o (I� Q FloN I EJ o o I I I _ 7 r M 9,-4a b 66� Z Cing. a M H32 s.h. M 1w�D n ' I Safety �J Glass �Cb � o N N o 4068 8" 1P_8" 17-4" 3'-4" T-6" 5'-10" 8" 0 o '^ Master Bdrm. Great v Room o 9'-4" Ceiling 9'-4" Ceiling Bdrm. 2 9'-4" Ceiling TF- Egress LID T Ent E 25 s.h. 25 s.h. Egress Q I 9'-4" Ceiling I �, I I____________ ____________ ____________ TT from F.F.E. ______________ __________ ____________ ____________ ____________I Floor Plan scale: 1/4" = 1'-0" N uu� I� E� N A••I z Q M 0 F a w z •� U w o ai • •--I r� > v U C7 N •'"i z o Q � N o N � � FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS - - Q t & WAI get-2,9W drawn S.I. checked s.l. date 1/30/19 scale as noted job number 18078 sheet A-1 0 U 0 U 0 O N a`) a3 0 O LL a7 a 3 v io m U LL O IL