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HomeMy WebLinkAboutBuilding Plans23 s.h. Safety Glass Obscure L-2 (2) 25 s.h. Egress 20A for Septic I Hook Up L-2 (2) 25 s.h. N 00 HB Applied Loads Uplift: 3247# Gravity: 3295# MBHA3.56/11.88 at Top and Face drilled and expoxy 6;75"min. embedment into CBS and (18) 10d to beam Allowable Loads Uplift: 3475# Gravity: 5330# ao•-n" 96•-0" 3'-6-2' '-7"" 8„ 3•_2„ T-8„ 7,_9, 1 5,_5„ L-1 25 s.h,' HB Egress E E E ao - E 1E L EO `�L 8'-r" o ro4 O R, Cing. B.C. cond. on 4" ❑ i _ conic. pad. Fasten N Cling.5I unit to concrete using the metal Tile Floor oo O r,----, 1 22.5 x 36 I c i Bdrm. 2 8'-1-Ceiling 1] anchor flange by manufacturer with 1/4" x 3" tapcons 3068 N 3068 I Access t N typical (4) places E Pocket Pocket T-5" L _ _ _ J I T-6" 2' " 8' T-8- 20'-4" 2' 0- E 0.00 00 o M Master Bdrm. ° 8'-1 "Ceiling HB 2 68 Tile Floor 19'-6- 2' 3'-9" _1„ Cing. N i7 3068 2 6$ 0 o ■ CO s 8 ` o wh o o -, } 200A Electric M 00 _ a. vv. o0 Bollard W Panel N Cing. 3068 Lnd. -- - .A R.G. / / N I 8'-, ;'Cing. 3068sc Closer I 4'-1,. T-11" 28 8- � I 3008 Pocket Tile Floor 22.5 x 54 Access with Ladder r-I Co N rin. -------- Ref. P -I RI I Batt insul. I I in Adi. Wall ❑ .QGe� , Great Room / � i - L Garage ♦c / 2.5/12 Slope Cing. " L-- J 8'-1"Cing.itchen from F.F.E. / k 2 5/12 Slope Cing. Range & op Exp. Joint 00 ❑ / ! Tile Floor Exh. Hood 00 Storage Trusses cw 26'-5" above with plywood deck / Sink •' .. / 306$ Dr. tntLtlr".. 2) 14 lin act+ p "8k.rm W 1 d_ -J A lied Loads( PP - 16( sidelit sc� E E E E 1 E N r E' e E E E 23t3068 L-1 s.h. Uplift: 1400# Gravity: 1464# MBHU3.56/11.88 E E E E 25 L-1 25 L-3 a.h. L-1 ;� I s.h. N Tite (S2) Titen HD I I L-4 a d 1 /4e"x o CBS and CBS 2 1 /2"" E Porch DS screws to beam j 1 Vinyl Ceiling E Allowable Loads I I 8'-1 ""Cing. � Uplift: 1720# jI 4 x 4 p.t. columns from F.F.E. in Gravity: 2440# I 1 with (2) 2 x 12 beam with 1/2' plywd. flitch 10070 Overhead 10070 Overhead E L-5 w E -------- ------------- -------- -- ----- Sz-- -- -------- E EE L•l .. L-5 EE 5'-6- 4` „ 3'-102," 5'-92„ 2r_72„ T-1 4'-7" 5,_1„ 2,_4„ 10'-0" 2'-4"" 10'-0" 2'-4" 39'-0" 27'-0" 66 -O- Floor Plan scale: 1/4" = V-0" T.R POST BASE (1) ABU44 with (1) 5/8"x 6" Wedge Bolt to foundation and. (12) 16d to column. POST TO BEAM LCE4 at Corner with (14) 16d to beam and (10) to Post. AC4 at intermediate Posts with (14) 16d to Beam and (14) 16d to Posts ALL GLAZING TO BE IMPACT RATED WOOD TRIM TO BE STAINED 2 1/4"CASING AROUND WINDOWS k ) in.(1et wo '. m.tlredd WBnRy of N rt .r ,N� rtbottam of Yirtel' IT F=filled part b �- OD xidN� 8F16-1 B/1 T .� lin[i WeeM1Y of kS 7 "eru bottom McetAd nberffitap av Y Nmxnel ' Lintel Type Designation Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Reber per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM 0270 Type M or S Cast Crete Lintel Schedule h FPL Meter L-t 24 s.h. -4- '0 L-1 24 s.h. Building Data Project Data Occupancy Type: Group R Project Name: Kelly residence V Construction Type: V Street Address: T.B.D. Number of Stories: One City: Ft. Pierce Project Area: 3092 s.f. County: St. Lucie Q State: Florida Building Code Scope of Work Q � W � V Z M 6th Edition Florida Building Cade: Residential New one level CBS single family .. LJ_ 2014 National Electric Code NFPA 70 residence N Area Tabulation Design Loads .� UJ i 2 a co Living: 1513 Roof Live Load: 20.0 p.s.f. ' J Q UL r v Garage: 743 Floor Live Load: 40.0 p.s.f. N hi bo Wind Speed: 160 MPH Porch: 312 Wind Irnportance Factor: 1.0 z EF Building Category: II V Lu 0 Total' 2568 Wind Exposure' B 0 Internal Pressure Coefficent: .18 U') Total Cubic Volume: 12,255 c.f. Structure Designed: Enclosed N LU rn Soil bearing capacity: 2000 p.s.f. et 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 ! - N ,Q c Ceiling Finishes: Not greater. than 200 CU W ec0 -� in qr fV Climatic & Geographic Design Criteria'- '- =oZ00 Weathering: Negligible Termite Area: Very Heavy lX UJ 04 M L.L All Reber to be #5 Grade 60 min. FIBERGLASS SHINGLES ON PEEL & STICK UNDERLAYMENT d OVER 5/8 C.D.X. PLYWOOD a y 12 SEE CONNECTOR 5 SCHEDULE PRE ENG. WD`' = TRUSSES 24'c.c. R30 BATT _. _.I INSULATION ALUM. DRIP EDGE ON 1 2 P.T. ON 2 x 6 CEDAR FASCIA 5/8' DW 1 x 2 PI.T O FIRESTOP VENTED VINYL U SOFFIT (2) COURSE BOND BEAM WITH (1) #5 a ' LEVEL RETURNS REBAR FILLED WITH U) p BY TRUSS MFG. GROUT EACH COURSE LL 8 x 16 x 8 C.M.U. c WITH #5 VERT. DOWEL U PROVIDE "CASTCRETE" z IN GROUT FILLED CELLS 0a1 PRECAST LINTELS ABOVE E v ALL OPENINGS J 1 2 P T FURRING 24" MARk LENGTH OF LINTEL ALLOWABLE. GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1I T-8" 6113 1037 3079 697 8F16-1B/1T L-2 T-8" 1843 1040 1133 588 8F,6-1B/1T L-i T-2" 2459 250 1462 150 8RF14-1B/1T L-4 4'-8- 6389 844 2618 413 8RF18-1B/1T L-$ 1V-4- 1846 633 1034 1 310 8F20-1B/lT 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 Installation Notes Safe Load Table Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 1. All values based on minimum 4" nominal bearing. 2. U lintels can be field out to the required length. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 3. Cast in -place concrete may be provided in composite 6 1 /2-. U lintel in lieu of concrete masonry units. 2. N.R = Not Rated 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco 3. Safe loads are superimposed allowable loads. applied in accordance with ASTM 0-926 or other 4. On« #7 rebar may be substituted for two #5 approved coating. rebar in 8 inch U lintels only. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond.. 5. All 'safe loads in units of pounds per linier foot. 6. Shore composito lintels as required. 6. All safe loads are based on simply supported span. 7. U lintels are manufactured with a 5 1/2"" long notch at 7. Safe load ratings based on rational design analysis both ends to a@@omodate vertical cell reinforcing and per ACl 318 and ACI 530. grout. x O.C. _ Y *, bo 3/4" INSULATION BIRD. TWO COAT ON C.B.S. AND 1 x 2 STUCCO FINISH FURRING 24"o.c. OVER CBS 1 /2" GYP. D.W. LAP SIDING PATTERN ON FRONT ELEVATION PV1 x 2 P,.T. FIRESTOP GRADE =v �lv LF-1 73000#FIB IX CONC. 6 V BARRIER N, COMPACTED, TEMITTREATED FILL Typical Wall Section ,,g,),Ull R VIEWED FOf CODE COMPLIAt ST. LUCIE COON BOCC drawn s.L checked date Loiai202o scale as noted .job number 20050 sheet A-1 FILE Copt 4 4 °b.. 3 3 2 5 5 3 3 / qb d'� \ \2\ /2 / zWind Zones -Walls v/ 2 / I 4 / I 2 3 2 2 / : �� ®® '� = ® ■ems u ■ MMM1 � =1 - ■ 2 2 Front Elevation / 2 / I scale: 1/4"" = V-0" / / < 1 2 2 / 2 a \ �/ 2 // �- - - - - - - - - --� 2 �v / � I // 1 �2 Attic Vents Calculation 3 2 3 Attic Area: 2568 s.f. / 150 = 17.12 s.f. required. 3 3; soffit area = 2361.f. x 1.5 = 354 s.f. Roof Wind Zones Venting Provided: scale: 1/8" = 1'-0" 8 x 16 soffit vent: 85 sq. in. each vent 32 Vents along overhang = 2,720 sq. in. 2,720 sq. in. / 144 = 18.8 s.f. Total Ventilation Provided: 18.8 sq, ft. Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers 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 EDoxv Tie EDoxv M' d T' D St N to Connector Schedule Truss Bearing Truss Connector Gnty. Connector Fasteners Point Uplift ID Uplift I(1) 5/8"ATR drilled & epoxy 12 3115 MGT 1 3965 into bond beam with 12"min: GR1 embed,, and (22) 10d to truss 2 Ply 1 2050 (14) 18d Sinkers to beam and 2 3013 LGTZ 106) 16d Sinkers to Girder MTS18: ' 1 1000 (14) 10d x 1 1/2" - (2) 3/4"ATR drilled & epoxy 1 5624 HGT-2 t 10980 into bond beam with 12"min GR2 embed: and (16) 10d to truss 2 Ply (1)5/4"ATR drilled & epoxy 8 3531 MGT 1 3965 into bond beam with Irmin.` embed. and (22) 10d to:, truss GRA 2 2098 HETA20 Q 2500 (6) 16d per Strap 10 2Ply 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 sF am �g g (4) 10d Valley <250# VTCR 1 370# valley (3) 10d x 1 1/2" Trusses Truss. lsse le own rap o In the event the Tie Down Strap has been omitted from the Truss Bearing Point Locations are numbered per the I'Truss Profile Layout location install one HTSM20 strap at the proper location. Sheets Provided by the Truss Manufacturer. Rear Elevation Fasten with (4) 1/4" x 2 1/4" Hex Head Titan screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs. scale: 1/4" = V-0" I PRODUCT APPROVAL Approval Glass Building Rated,,Product Rated Number Product Model Number Manufacturer Type Attachment Method esi$n Pressures Design Pressures Head: 6"max. from comers &13"max. o.c. Jambs: 6"max. from NOA: 17-1212.21 S.H. Windows 7700 Lawson Impact corners 10"max. o.c. above meeting rail & 9"o.c. below meeting rail & 37each side of meeting rail.. Use 1/4" Tapcon with 1 1/4" +38.7 -50.5 +/-80.0 embedment into concrete FL#: 15532.1 Mullions Impact Lawson N.A. '(4) 5/16"Tapcons in each clip with 13/4"min. embedment into p +38.7 -50.5 } _ / 626 Tube concrete 18-0503.06 French Door 2200. Lawson Impact'. Head and Sill 5 75 and 11.75 from comers & 12,75"max. o.c. Jambs 17 max Use Tapcon +34.4 -37.8 +/-76.0 NOA: .max and o.c. o.c. 5/16" with 1 1/2" embedment into concrete 6" from corners & 14.5"o.c. at Jambs. Head and Sill T and FL#: 20468.4 Swing Doors Fiberglass Therma-Tru N.A. 7" from centerline. Use 1/4" Tapcon with 1 1/4- embedment +34.4 -37.8 +/- 50,0 into concrete ''.. Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#:5444.1 Roofing 3 Tab Certain Teed 1 1/4- long roofing nails (6) per shingle -45.0 > -100.0 FL#:16048.1 Underlayment S/A HT TU Tri Built Direct to Deck -45.0 -150.0 FL#: 15371.1 Overhead Door Hurricane Master DA.B. Doors (1) 5/16" x 1 5/8-Lag Screw Full Tread Hex Washer Head at 11"o.c. +20.4 -22.7 +48.0 -62.0 824 /811 Stucco over CBS in Lap Siding Pattern _/ Right Elevation cnale: 1 /4" = 1'-0" I0C1 C�I_I11-C®a1-101 1M0®�� ®m I 111101101 II C01 I INI EV I®'I ICI 01E ICJ oo __ Left Elevation scale: 1/4" = V-0" . V I I I I I t� O 00 00 Z M !!LS v C7 J to LL ro cc • V i W L) ap 0 J Ij r �za ULU a O o I _I a� (J) LU ICU LU LO . er N //yy LL T �p co co Z :3 N � ^ co �a M _® U N U o O LL U 4J N 0 ® Cr U J � Y � 0 date revision drawn s.l. checked xl. I date 10/8/2020 scale as noted Job number 20050 sheet A-2 ` COPY' FORMWaRK & SHORING GENERAL FOUNDATION NOTES F-1 F-2 No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. d Concrete shall be a minimum of 4" thick over clean, compacted, 18" x 16" mono. footing x 16" mono. footing with (2) #5 rebar cont. with termite treated fill and 6 mil polyethylene vapor barrier. with (2) #5 rebar cont and curb Design, Erection; & Removal of all formwork, shores, & reshores shall meet If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage meet the ACI Standards 347 and 301 8„ Contractor to verify all building setbacks prior to the start of construction. Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. 4' to 6" A formboard survey shall be submitted to the building department for 16" 4' approval prior to pouring concrete. All 90% hooks are to be extended 10- minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, 16" SOIL STATEMENT: measured on the inside of the bar, is not to be less than six 18" bar diameters. 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% Minimum coverage for rebar shall be 3" in footings and 1 1/2"'in 18 compaction. bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages CURB FOOTING If the contractor encounters, while digging the foundation, any Reber overlap shall be 48 bar diameters. 30" for #5 rebar MONO. EDGE FOOTING AT GARAGE discrepancy to suggest the soil may be inadecuate, he must Architect F-3 F-4 immediately report it to the owner and the or Engineer 'soil The foundation design assumes that the soil has a minimum so as to order a boring test. load carrying capacity of 2000 p.s.f. 8" x 8' mono. footing Recess 1 1/2-or 4" at Shower Dowel Rod Repair Note p In the event the soil bearing capacity falls below 2000 p.s.f. This with (1) #5 rebar cont 8 - foundation plan may be superceded by Foundation Design Engineer. In the event vertical steel has been omitted from the down see plan pour locations, drill 5 into concrete (no closer than 3 3/4" Satisfactory compaction test of fill does not verify lower soils are from from ends of cap walls) Remove dust adequate. Curers instructions and use Two part epoxy to per manufacturers per manufacturer( -Hilti d''� q" ar in place. Use either 0-100" or All specifications and dimensions to be verified by contractor. 4 _ 4" 8" 16" Simpson Epoxy -lie. All exterior slabs shall slope a minimum 1 /8" per foot for drainage 8„ 18„ TYP. SHOWER ao'-o" 26'-0" THICKENED EDGE RECESS 6'-5" 6'-5" 6'-5" 6'-8" T-10" 3,-6„ F-5 18" x 16" mono. footing 'Co M F-1 011 00 M with (2) #5 rebar Cont. rr------------- -------------1 4„ 4" ❑ I -4 I p 1 F, _L 4 8„ i I 18" co INTERIOR STEP FOOTING O i M I ( I 4" 2500# F-4 conc. pad o i _ 1F-1 'Co bo in zn o ( l 4'-0" 3'-C 6'-0" 5` s" T-0" PLUMBING NOTES: Plumber to consult with contractor and equipment ordered 8' T-2-- I for rough in dimensions. i 1 Verify all dimensions with the floor plan. The floor plan = 4" 2500# dimensions dictates all other dimensions on other sheets. 010 cone. pad" 4" 3000# FIBERMIX CONC. I _. Architect scaleDo not E drawings, if any conflicts arise, contact the OVER .006 VAPOR BARRIER F Engineer for clarification prior to construction. ON CLEAN, COMPACTED, 4 ❑ I TERMITE TREATED FILL 1 El 0 _J—_2O _CN b — 101 _ — F_2 — — ❑ foot TERMITEmin um.es 2' <or`fess shall have a slope of 114 per co ❑ 1ASSUMED F.F.E. 0.00' 30"x 30"x 18" x _ w io (Pad Footing with i I , (1) #5 6"o.c. each -4 All sanitary Imp 1 I way N ( o foot minimum. 0Co i io F-11 �I o I d � y � Provide Anti-: I ( NV set by a profe! I Lowest living a T department all F , 3 of the road. Io i I 1 l Exp. Joint � F{ 2co 0 °p I N I N o I L---------------------- --------� I° © o o fl n F_5 0 0 o o f 'o 0 41FT2-4" 1 8' 2rJ S 1i No Curb l F-11 Slope for ° I Garage Dr. I �--- -- ----- -- — — — F-2 F 2 -------- — F-2 LJ LJ LJ LJ (Vi.. 30"x 30"x 18" — Pad Footing with (1) #5 6"o.c. each way 3" 3'-7" 1 3'-10" T-11" 1 T-2" 1 2'-11" 3'-10" T-l11- T-11" T-10" T-2" 2'-4' 10'-0" 2'-4" 101-0" 2'-4- 39,-0" 27'-0" 66'-0"" Foundation & Footing Plan scale: 1/4- = V-0" to $l Sys CgVll IULtA1C Insulate all hot water lines Plumbing Riser Diagram O 00 O i �LLW V z M C7 J Lo LL (0 N '� W .0 QLO 00 CL J Ly r . N V z CL U W O _J N G% W o CU Q� > CU C) '� r• W Lca to It t— N 2 O ao U�Z i CU �a 00 M T cJ O N U o' LL U 0 O J ca Y' LY date revision drawn a.i. checked aJ. date '.,. '.. 10/8/2020. scale as noted Job number 20050 sheet A-3 COS J1 0 o J3 d N A` Al A2 A3 a m AS - As A7 A8 3/1 EILI \NI _ AD 1-10 08 o J5 g J3 Roof; Framing Plan ' III scale: 4/4" :tF V-0" i I s 1 J1 0 d 311 EI r n ' n 38-00-00 66-00-00 26-00-00 o o :n ' N J JI J J J J Ji N M Hatch legend WALL HEIGHT 81-111 VOLUME CEILING U O 00 00 L. W V z M � U- CO W • f^✓`i p m oho Cn u ca z aLF U W ° o >_ .J N to N W c A/' Vi aaa� W > CID \ U LO \ W M (10 "ItL0 N O U Z N cr- Ica Q 00 L.L M T 0 V i0 LL 0 U co A O J LoL date revision drawn checked S.I. date 10/8/2020 scate as noted job number 20050 sheet i A-4 COPY Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, All 18.1, All 18.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C1325. Per Durock, cement board exceeds ASTM C1325. Gypsum Note Gypsum board shall conform to ASTM 022, C475, C514, C1002, C1047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to 01396. 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' (1 mm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112- 0mm 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.0. 01.1 mm). 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. Out 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 Tess than 1 1 /4" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM 0645, 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 Tess than 2" (51 mm) 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 24o.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"r of an inch, or 1 " wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4". Fasteners shall be 7 o.c. max. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" dia head 6"o.c. max. edges to be tied and nailed at 9"o.c. Install one layer of 15# felt to framing prior to installing ribbed lath INTERIOR WALL FRAMING NOTE Interior non bearing walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) #3 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. 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. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1 /2 STRUCTURAL NOTES: GENERAL ROOFING NOTES All reinforcingsteel shall be hi strength billet steel and shall high gt conform to ASTM A-615 grade 60 specifications. Lap continuos Roofing to be composed of and attached to re manufactured p `wood reinforcing 48 bar diameters or 30" in beams and in slabs. Lap trusses as follows: bottom steel over supports and top steel at midspan. Hook Felt underlayment (min. ASTM 0 226 Type 10 with 4" min.'side and discontinuousends of all top bars. Reinforcing steel shall have end laps, fasten with coorosion resistant annular ring shank nails a minimum of'1- concrete cover, or as follows: at 6-o.c. in laps and in staggered rows spaced 12"o.c. in field. V 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 joinks & GI clips, Slab on Grade: 1 1/2"" 1" — nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. 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 "Madual the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication with the of Standard Practice of DetailingReinforcing g of the trusses. The truss manufacturer's certified layout shall govern Concrete Stryetures 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 dy the All dimensions shall be verified in field by the contractor. If there are truss manufacturer. 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,or Engineer approval, standard practice. All Design and Construction shall be inaccordance with the current American Concrete Institute (AGQ, and the American Institute of Steel Construction (RISC), The Florida Building Code and all applicable local codes. 8" x 16" C.M.U. WITH CELLS FILLED Structural Concrete shall attain a minimum ultimate compressivia strength WITH GROUT & (1) #5 VER1 DOWEL (Fc") in 28 days as follows:J Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof: see column schedule. x All other concrete: 3000 p.s.i. w P.T. 2 x 6 AT (3) SIDES OF Footing sizes and reinforcing are based on allowable soil bearin OPENING, FASTEN TO BLOCK capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this AS NOTED. is not the case, the Architect or Engineer shall be notified befo a DOOR SIDES proceeding with the work 1/2" x 6" REDHEADS WITH MIN. Timber (Heavy Timber Construction) a 2" x 1/8"WASHER 12� FROM ENDS (a) Truss manufacturer shall submit a signed and sealed shop o D AND 16"o.c. MAX. drawings by a; registered Engineer. o oa DOOR HEAD (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. 1/4"" x 23/4" TAPCONS STAGGERED (c) Roof members should be secured to the beams or other 24"o.c. 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; Garage Door Buck Detail 11 All bolts d 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 Galv. Cap internal thread diameter and shall not be hammer driven. Under Girder -Trusses provide equal number of studs as girder plys, at frame bgWing locations GENERAL REQUIREMENTS 2" dia. Galy Pipe 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, Set ballard 12" CID waste removal, storage, securing of site, accomodation, trans ort4freight, from appliance 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 Galy. Collar 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 omm ssions and bring them to the attention of the architect prior to starting ny work, or ordering any materials of the respective division of work. Ifs ch 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 m P ans of (4) 1/4"" x 2 1/4" Typical i one. Foundation construction. Tapcons General contractor is to keep the site in a clean and safe s te through out the course of construction. On building turnover, general contractor to Ballard Detail clean all surfaces so as to be free of dust, grease, stains, sc ffs, etc. - scale: 'I " V-0" Unless otherwise noted, the installation of specified hardwar shall conform to the manufacturers instructions and standard pre tice.'; All plans and drawings are not considered complete until the have been reviewed and approved by the St Lucie County Building Department and the building permit has been issued. SHEATHING NAILING NOTES s) Nailing Pattern Nailing Schedule Zone 1: 8d at Co.c. field & 4-o.c. edges ROOF & FLOOR DIAGRAM Zone 2: 8d at 4"o.c. edges & field Use sheathing with #E gun nails at 6""0.0. Zone 3: 8d at 4"o.c. edges & field at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. Pneumatic Nails 30" Lap min. ROOF SHEATHING T Pneumatic or mechanicaly driven nails will GABLE END FRAME be accepted under the following conditions: Use #8 gun nails at 4 o.c. Min. nails size 8d or larger ring shank with Min. shank diameter. EXTERIOR SHEATHING corner bars at beam (outside only) (2) comer Min. Length: 2" Use #8 gun nails 4 panel togas bars at footing (min.) Min. Head Diameter..280 Full Round and #8 gun nails at 4' t o.c. c. at panel top and Min.: Ring Diameter .012 over shank dia bottom and 6"o.c. in field Min. 16 to 20 Rings per Inch -. Cvert dowel lapped with Note — wall reinforcing, all laps 30- (min.) in grout all comer bars to be the Gun nails shall be permitted as an filledcell same size, number; and spacing as horizontial bars acceptable fastener from any manufacturer in footing, beams, and walls Wood screws meeting the same size requirement may be used in lieu of nails without comment Corner Reinforcing Detail Bottom Cord of Truss top plate 1" gyp. d.w. studs 24""o.c. Stud Grade 4 p.t sill plate od base ised Hard Coil ails 12""o.c. max. Concrete Foundation Interior Wall Section 9 r d. hntfnm nnrd hmnina Bottom Cord Lateral Bracing 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 CBS Min. 1 1/4" embedment c ° a at windows and min. 0'oo c 1 1/2" embedment at d N Y o co d °° a sl. gl. doors w O y ,d o o 1 /2" drywall' M aU of ao ° stucco finish perimeter caulk 1 /4" max. struct. shim Attach p.t. bucks with 8d coil nails at caulk 12"o.c. attach as per Typ. Alum. window manufacturers jamb or sliding glass product approvals doorjamb NOTE: Method of attachment and Gunable sealants shall 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 Protecto LWM200 Waterproofing after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method Alum. window corrosive resistant frame Tapeon concrete 3/8- continuous bead of srrws installed as caulk (back bedding) behind specified in window shim to prevent liquid passage manufacturers product approval 1/4- struct. shi window sill set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish Protecto LWM200 precast Coating on Outside face cone, sill and Janbs of Openings all Sides min. 8 Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Typical Precast Conc. Sill Detail Coat Bucks with Protecto, LWM200 Waterproofing after they have been installed and Chaulked V L_ a, 00 ''00 V LV Z ch C7 ... J LL tr> ' bJD •V) N W C 6 ` N oo ''.. 0 CL 0 J Q tr 'N _ v cv Z °' V W O > J ... N � Q� LU O >�� 4J CU > W LO rLO�N =00Z r 00 U _ Q N v CU M M T 0 U 4 U . � � C: o 0 LL U U 0 N E > U J 0 W drawn $1 checked s.L :. date '.. 10/8/2020 scale as noted job number 200M sheet A-5 00A Y Electrical LoadCalculations (3) #4/0 (THW) copper ELECTRICAL LEDGEND and (1) #2 ground (THW) Wall 1513 Living S.F. at 3 VA 4539 watts copper In 2 galy. conduit 0 l1 RECESSED LIGHT WITH LENS ®', EXTERIOR & WET LOCATIONS I One 20'Amp SURFACE MOUNTED LIGHT FIXTUREmp Appliance Ckts. 1500 watts TT TWO Laundry Oilr. @.1500 watts 3000 watts SURFACE. MOUNTED FLUORESCENT LIGHT FIXTURE One Range 8000 watts UNDER CABINET FLUORESCENT FIXTURE One Dishwasher & One Disposal "@. 1500 watts each 3000 watts (_D RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN One Microwave @ 2000 watts 2000 watts Panel: 200 A.M.C.B.t,e, 3W 40 Circuit 200 Amp M Panel One Dryer k CEILING FAN WITH LIGHT OPTION ry � 5 w 5000 watts t 20/240 Volt O COMBO. Two Ref. @ 1`500 watts 3000 watts �yjn/\\� SMOKED MONOXIDE DETECTOR , Cif V ® SMOKE DETECTOR Two Baths @ 1500 watts each 3000 watts O EXHAUST FAN OUTLET RV Outlet 1900 watts a•cTHERMOSTAT MOTION SENSOR • O ON SWITCH Septic System 1200 watts disc. copper in 2 galy. conduit (3) #4/0 (THW) copper SeptY Sy Heater 8000 watts and (t) #2 $'rOUnd (THW) $ DUPLEX OUTLET- SWITCHED DOOR CHIMES Total ` 44,139 watts _19r DUPLEX OUTLET SMOKE DETECTOR >� 220. V OUTLET First 10 KVA at 100% 10,000 watts 5/3" dla. X 10-0 TELEVISION THREE WAY SWITCH TELEPHONE F.P.L. Service Cr SWITCH i� long ground rod 3/4" Copper -Q Remainder at 40% 12,456 watts Water pipe yr DIMMER SWITCH Rl PUSH BUTTON 0 Total 22,456 watts NOTE: RECEPTACLES IN .KITCHEN & BATH AREAS TO BE 46" A.F.F. One AC Beat at 100% 10,000 watts ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING Total32,456 watts OUTLETS THAT ARE NOT GFCI MUST BE AFCI. . TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE 32,456 W / 240 V 135.2 Amps PHASE 15 & 20 AMP BRANCH CIRCUITS ' = ', ' OWNER TO CORROINATE LOCATIONS OF TELEPHONES AND TELEVISIONS 31'0" IN FIELD WITH CONTRACTOR Use 200A .Service tie ground wire i to footing rebars Electrical Riser Diagram 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 Electrical Notes 1. All loads to be checked by a Florida Licensed Electrician sf s5 2. All work to meet the National Electrica l Code 3 building (lons and oad requianels rements seonlyare for sizing conduit and overall Bdrm. 2 4. All conductors to be copper; all insulation to be THHN. Conduit as Vic Fan &Light Diet. follows: PVC below ground, Rigid from underground to service box f for exterior lights on building; AC, MC, or EMT conduit elsewhere. 5. Ensure min. 36" clear between equipment and disconnects, Typical. _ I pc in 1 at I attic 1 I'----J Master Bdrm. WP Fan & Light �-0 77 F0 0_ O o O Electric FPL 20A for a Panel Meter Septic a.h. p 11 Hook UpdL -- —� --- Lnd. Out20A RV Outlet I aw gh aw Great ''R�lcrn sw , --,�pc in Ref. P — — — — — — -- attic Fan &tight I I 1 _ I 911 I p L--� Kitchen oo desk d.w. ' Garage --- d. — --J gf, gri9fi wp ❑ w• I 9i 9, Porch _ / DO GDO 3w Electrical Plan scale; 1/4" _ V-0" U I 04 L. w rn v Z t"> LL CO bb CID C W co .N Q J � n Q v Z 0EFE - U UJ 0 _J � � o w '4-J VJ ca W > LU (a LO 00 - U�Z' 75 QCID (� M T ' 0 :_J U N Q 0 N U- N C N 0 o E % Y N date revision drawn '.. S.I. checked date 10/8/2020' scale as noted job number 20050 sheet A-6 C'apy