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HomeMy WebLinkAboutBuilding PlansI `` II 52'-0" 6'-0" 22' 0,. 9' 0" 34'-0" 9,-0" 6'-0" 3 -0" 1-4" 9 -6„ 1 i 9'-8„ -4„ 9,_6„ v-stLo . 6,-0„ 00 on ao do ------- ------------------ -_�--- ----- o • I I I I I Porch 9'-4" Ceiling 7 from FFE I r t I t I I I � I 1 c$ 25 e 2 3 s.h. $ 25 s.h. 00 Egress I s.h. e 1 Egress _ d a1 101 Kill IF±11--81 1 41EIc1 water L— p line I I Ref. �' . 1L dw ' I rs - i _ 1 X H35 L2'- H350" I 6'-7"" 4' 10" 10'-7" _ 15,-0" s.h. ° Bdrm. 3 �0 _ _ aster Bdrm. 1� Kitch °° ( =1 Ceiling O 9'-�4" C n g 'I _ E `Y 3/12 Vault Cling. � � 9 4�" Ceiling ? '1 g n X x� �l xh e & Exh. Hood I �J T - 25 s.h. 2 Egress V Pantry 4 cf� 4 H, 10" = HB © N 40 1/2"" Tall ° s.h. � Frame Wall I _ -_ &, O Li c ( 2680 �[ .. 2 O t _ HB Ceiling Ridge o e w. e ��1 ❑ N � 22 q,_Q•• �_Q.,. � (I I ._..;.... �.:� � .,_.. — �. _ �.: � U s.h. ;�..,. . Project Data Building Data Project Name: Defransisco Residence Occupancy Type: Group R ( j Street Address: T.B.D. Construction Type: V 04 City: Ft. Pierce Number of Stories: One w �d County: St: Lucie Project Area: 2849 s.f. c� State: Florida Q � Scope of Work Building Code L. w r � v z a� .2 New One level CBS 2017 Florida Building Code: Residential z COo Sinile Family residence 2014 National Electrical Code: NFPA 70 m N U4J Design Loads Area Tabulation .�0 w e 00 N Roof Live Load: 20.0 p.s.f. Living: 1768 0 --I r~. Wind Speed: 160 MPH Porch: 408 * -- d ` Wind Importance Factor: 1.0 Entry: 160 � _ h- v Building Category: II Wind Exposure: C Carport: 513 � w o p Internal Pressure Coefficent:.18 Total: 2849 U co Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f: U) o Total Cubic Volume: 20060'Cf. � w ca o 0 Climatic & Geographic .Design Criteria U) Weathering. Negligible Termite Area: Very Heavy Flame S read Index & S k D 1 d I d p mo a eve ope n ex 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 cl 25 s.h. Egress H+ ita r> 22 s.h. Safety GlassSS n I` h 25 s.h. Egress 0 bo 52'-0" 6'-0- 22'-0"" 9'-0"" 34'-0" 91-0' ' Climatic & Geographic Design Criteria 6'1 T-0" t'-4 W_6" 1'-4- 9'-8" 1'-4" 9'-6" 1'-4' 3'-0- 6'-0" L 7 --7 Weathering: Negligible Termite Area: Very Heavy 0 Flame Spread Index & Smoke Developed Index -IT ❑ ❑ E Eo o-------------- '' -----------------— ---- -i ------ o 0 — -- TT I I _I I Insulation Flame Spread: Not to exceed 25 I I Insulation Smoke Developed Index: Not to exceed 450 j PorchWall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 FL 6] 7-7 9'-4- Ceiling from FFE I - L 6 l I I I t L I_ I I I 25 s.h. L-3 1 I 23 m s.h. L-$ LL I 25 s.h. L-3 Egress w col Egress E Ell E E Hl I E 121 E E L-1 iv r — — ----� ) d.m L---JF Inver ! L-2 E dw I Ref. I� I H35 8"" 10'-8"" 2' 0" I 6'-7- 4'-10- 10'-7"" 15'-0` E s.h III E Bdrm.3 0 4 Kitchen Master dr ste B m. -4' in 9' Ceiling g �O O 6 (�'�o �I' 3/12 Vault Cing. ;o _ _ 'i 9' 4".Cell Ceiling Range & Exh. Hood ❑ is E Pantryp00 9,260 H35 E N 1 40 1/2" Talls.il. Frame Wall 2680 Cab I Pocket E [12 � Ceiling Ridge HB a — -- — -r — — — — — — — — — - — — — — � n-4- ❑ '-8" 6'-8" 3'-4" 1 22'-0"" 5'-8 ` 5'-8"" es.h. Safety Safety • 2880 a a F--- i 22 x 36 Access I I ub Uni ❑ _ cc � i � I 1 E Glass V' -« m I'y - 0 A.C. Cond. ❑❑ ❑- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ ❑ Temp. Glass Enclosure �.•a' ,.•,.r 3/ 2 Vault Cln m on 44 Tall Wall I I g . Cing" N Bdrm.2 Linen' o /X\ E '- I v 9'-4- Ceiling ' v.t.r. Water Heater I I 1 I O CDTankless m. N o O 2' 0" a.h. (2) 2 x 12 I I Is co io I I L-8 2880 N I I L-9 Carport ao co I 2880 n j 9'-4' Ceiling Ifli 1111------ (2)2x12 N - I I I I from FFE I I I I 511 1 ❑ ❑ 25 s.h. Egress I 3080 Door I and (2) 14" L-2 25 s.h. © Temp. Side I f Lights C E. 1 1 L-4 9'-4- Ceiling L-4 10 I I 1 I I from FFE I I I 1 I I E v E 211 INK of L-9 L16 I 91_5- 6'-7„ 8,-8- 8'-8„ 111„ 6'-7" 9'-5" 6'-0," 22'-0" 16'1 20'1 16'-0„ 8a'-0" 0 tD 4- roJec a a Building Data Project Name: Defransisco Residence Occupancy Type: Group R 6 Street Address: T.B.D. Construction Type: V 04 00 City: Ft. Pierce Number of Stories: One a) County: St. Lucie Project Area: 2849 s.f. CL c� State: Florida J W Scope of Work Building Code L. w i 0 Z 2 111 New One level CBS 2020 Florida Building Code: Residential (D Il to Single Family residence 2017 National Electrical Code: NFPA 70 C co bb � I Design Loads Area Tabulation • (n W LLioo ._ ,-, Roof Live Load: 20.0 .s.f. p Living: 1768 g C N 1 Wind Speed: 60 MPH � p Porch: h: 4 o c 08 — Q i1j Wind Importance Factor: 1.0 Ent 160 Entry: N F p 0 U Building Category: II I$ Wind Exposure: C Carport: 513 Z 0 0 Internal Pressure Coefficent:.18 Total: 2849 U W 0 2 Structure Designed: Enclosed • — J , , Soil bearing capacity: 2000 .s.f. g Y P N O Total Cubic Volume: 19,958 c.f. W to I Q,i >�" O O Cast Crete Lintel Schedule VJ 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 3'-8"' 6113 410 3079 238 8F161B/1T L-2 T-8'" 1568 1108 931 549 8RF14 1BAT 1 4'-0- 6113 1106 2724 549 8F161BAT L-4 81-0- 1843 502 1133 370 8F161BAT L-5 18'-8- 750 185 347 162 8F16 1B/1T L-6 12'-0- 1254 670 723 388 8F161BAT L-7 10'-10" 1366 296 798 250 8F161BAT L-8 4'-4" 5206 138 2635 36 8RF14 1BAT L-9 20'-8- 845 476 531 427 81720 113/2T F- > LU •i III =LO N z co C W N �Q 00 CV) L.L Min. Beam depths shoeams maybe increased without comment At Lintels 24" deep or larger, provide (1) #3 vertical rebar tied to Horiz. steel at 24-o.c. along length of lintel s Safe Lrld _Taabls N Installation Notes otes 1 I. All values based on minimum 4' nominal bearing. 1. Installation oqf U lintels must comply with architectural + Exception: Safe loads for unfilled 0int®ls must and/or structural drawings. be reduced by 20% if bearing length is less than 6 1 /2". 2. U lintels can be field out to the required length. 2. N.R. = Not Rated 3. Cast in place concrete may be provided in composite 3. Safe loads are superimposed allowable loads. U lintel In lieu of concrete masonry units. The in exterior 4. One #7 rebar ma sttuted for two #5 4 concrete mesonryerior a walls shall hlava installed of stucco approved cc ordance with ASTM C-926 or other rebar n &Ineh 1j mtl a ado ly. a had m ac .. Ming. 5. All safe loads in units of pounds per tinier foot. 5. Concrete masonry units used in composite U lintel shall 6. All safe loads are based on simply supported span. be laid in a running bond. z 7. Safe load ratings based on rational design analysis 6. Shore composite lintels as required. v 4 per ACI 318 and ACI 530. V L-9 7. U lintels are manufactured with a 5 1 /2"" long notch at N both ends to accomodate vertical cell reinforcing and = to grout. WMyalA5 n6.. �• Composite U Lintel Materials ,• ,,22;".' wan Ir IIr 0 o" gym• y y 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 �•! �? 8F16-1 B/1T' inch aggr®8•te and 8 to 11 inchslump. 0 r- O nl.�a°e 2. Reber Per ASTM A615 Grade 60 W 0 U V 3. Concrete masonry (CMU) per ASTM 1 90 w minimum net area compressive strength = 900 psi Z si J Cn. W 04. Mortar. per ASTM C270 Type M or S LL • (n J Lintel Type Designation Lu Ca 4J �V! 2LLI Typical �CO Q ` IRW Pon � BODE C MPLIANCE T. L CIE COUNTY BOfI date revision drawn FILE COPY checked date L. 2/18/21 scale as noted job number 20053 sheet A-1 it III, III i it Ln 0 io comer bars at beam (outside only) (2) comer bars at footing (min.) vert. dowel lapped with wall reinforcing, all laps 30" (min.) in grout filled cell 0 0 s b all comer bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail 30- Lap min. F-1 F-2 F-3 18" x 16" mono. footing with (2) #5 rebar cont. 18" x 16" mono. footing with (2) #5 rebar Cont. 8" x 8" mono. footing with (1) #5 rebar cont. 40 4„ 4- 4„ 4„ 4„ 16" 12� g" 4 18 18" MONO. EDGE FOOTING STEP FOOTING THICKENED EDGE 6,-0„ 22'-0" 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 dirrrrjjensigns on other sheets. Do not scale drawings, if any co flictsl arise, contact the Architect or Engineer for clarific ion prior to construction. All sanitary lines 2- or less shall havela slope of 1/4° per footminimum. All sanitary lines above 2" shall have $ slope of 1/8" per foot minimum. Provide Anti -Scalding Valve in al1 showers. Lowest living area floor elevatiorl (refored as 0.00') to be set by a professional land surveyor toj the required building d rt t I b t t i the 10- b th 2" v.t.r. I 2" vt.r. I 6 N co d' 0. N) � fnLL L. LU 0 Lo cl IL cc_ N u .(n WQ r ape men a evatlon, u no e the s n a ove a crows Plumbing p g contractor to provide a to sanitary _ < Q � of road. water hammer & shut off valve at system (n > t N U each fixture :3 I-- p Insulate all hot water lines (a Z 4) Q 9'-0" 34'-0- 9'-0" 4'-1" T-10" 13 1'-4" 9`-6" 1'-4- 9'-8" 1'-4" 9'-6" 1'-4 13- T-10" 4'-1"" 00 00 F-1 F-1 00 F-1 � a � I 4'-10„ 4'-8" T-10" 6'-4" T-O" 1 T-4 F-1 F-11 1 O 2 -4„ (] lEll IEII ❑ 19 F-2 Z 01 F-2 �' � � F-1 E � F-1 O I ■ Ell] 3 I I la ti. `Electric' N Conduit 23'-0" oI I o i 1 0 CD ' 4„ 3000# FIBERMIX CONC OVER .006 VAPOR lJARRIER ON CLEAN, COMPACTED, T-0" 8" o El 1 TERMITE TREATEDFILL i 1 I ih CO) Ell L_ ASSUMED F.F.E. 0.00' — J El [] p p ° F-1--------� IE I I F-3 � — — ---- � -0� o a I I 1 a I "; -4" F -1 co � 1 M I o I o _ F-1 I 1 c I o L------------- I I I i —4" IF-1 --F-2— ----- — — ---0 -----J 0m F-1 ❑ ❑ F-2 O o � F-1 O� � F- J 1 I 0 1 -4" 1D ti F-1 I m I F-1 F-11, I I I I---- ` ----- ---J oa F-1 I-- — -------------� oa OO F-1 oO N L16 T-2" 4'-2" 4'-8" 11-4 T-3- 6`10" 5'-3- V-4 4'4, 4'-2," 7,-2" 6'-0" 22'-0- Typical IT-0- 20'-0" 16'-0" 801-0„ Foundation & Footing Plan Scale: 1/4"= 1'-0" LU Plumbing Riser Diagram V o N LU Ca Q� O 0 4-J Rol 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 I" coverage U Q Concrete shall have at minimum compressive strength of not less CU W •; C r LO 1W than 3,000 p.s.i. > l- N All 90% hooks are to be extended 10- minimum beyond the turn. H, = .My V O tQ 1— 00 Field bends are to be done cold and the diameter of the bend, U O Z measured on the inside of the bar, is not to be less than six N bar diameters. LU I` Minimum coverage for rebar shall be 3- in footings and 1 1/2" in Q v bond beams. Hooks maybe rotated horizonitally if required to (� 00 00 achieve minimum coverages. T LL 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 � w foundation plan may be superceded by Foundation Design Engineer. O ry llower soils are tspecifications Ito C, - adequate. All dimensionsand be verified b contractor. y r All exterior slabs shall slope a minimum 1 /8" per foot for drainage 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 Z Q Qi meet the ACI Standards 347 and 301 V Contractor to verify all building setbacks prior to; the start of construction. A formboard survey shall be submitted to the building department for X "a M approval prior to pouring concrete. N . C Z N SOIL STATEMENT: o Foundation h s ben a e designed for a soil bearing capacity of 2000 s.i. P C Fill shall be laid in layers of 12". Each layer to be compacted to 95% Q O compaction. Z V U If the contractor encounters, while digging the foundation, any W • N tj discrepancy to suggest the soil may be inadecuate, he must L W 7 immediately report it to the owner and the Architect or Engineer W C " so as to order a soil boring test. XCc Cn i Dowel Rod Repair Note w In the event vertical steel has been omitted from the down REVIEWED F Q 5" pour locations, drill into concrete (no closer than 3 3/4" from 5' from Remove dust ps lrO®� COMPLIANCE edges and ends of cap walls) per manufacturers instructions and use Two part epoxy to "Hilti ST. LUCIE COUNTY anchor the #5 rebar in place. Use either 0-100" or Simpson Epoxy -Tie. BOCC date revision FILE Awn checked s.l. '.., date,,. 2/18/21 scale as noted Job number 20053 sheet A-2 I OF +33.5 —36.3 Front E evOtion scale: 1/4" = 1, 0" El OPEN 11 +33.5 +33.5 —36.3 —36.3 -aas Hardie Plank Siding over (1) layer of house wrap over 5/8- c.d.x. plywood fastened as per Nailing Notes (Typical) OPEN +33.5 Decorative Non 36. Impact Shutters OPEN ■ ■ 33.5 — 36.3 +33.5 +33.5 36.3 OPEN OPEN Z O U U D m' orn W ILL O N c 0 o W U J N LU . N w C -'J IX H N; w VIEWED F(�i 0 LIAZt ICE �E COUNTY 0 a 'co date revision FILE POPY drawn $1 checked S.I. date 2/18/21 scale as noted job number 20053 sheet A-3 7 9-00-00 34-00-00 i ao-00-00 0 "0 -0 ii T A26 9-00-00 - Mrs 1�wiliiiiiiiiiiff 16-00-00 Roof Framing Plan scale: 1/4"= 1'-0" 2-00 0 W WOOD BEAM TO MASONRY o CJ3 HUC410 Hanger with 08) — 1/4"x 2 3/4 Tlten to CBS & 00) 10d to wood beam CJ1 Typical (4) places 'T' C_ i c- !0-00-00 16-00-00 80.00-00 6-00-00 i� 22-00-00 0 0 Ln 0 0 rrC W b 6 0 2-00 0 2-00 00 2-00 00 2-00-00 2-0000 zr 6 IIw Ih Ih Ih Ih lh Ih Ih lb 22-00-00 Connector Schedule Truss Bearing Truss Connector 4°Ty' Connector fasteners Point Uplift ID Uplift 2 HETA20 1 1810# (9) 10d x 1 1/2" GIG (8) 8d x 1 1/2""& 2533 10 H10S 1 1065# (2) 3/8"x 4"Titen to CBS All trusses Each <1810 HETA20 1 1810# (9) 10d x 1 1/2" <1810 HETA20 1 1810# (9) 10d x 1 1/2" to CBS Brng. All trusses Each <1,000 MTS18 1 1000# (9) 10d x 1 1/2" to Frame Brng. <1000 MTS18 1 1000# (9) 10d x 1 1/2"" Valley Supporting Framing (4) 10d Trusses <250# VTCR 1 370# valley Truss I I (3) 10d x 1 1 /2" V 00 t~ t M V Q M (n LL 0 IX Gi L. LL1 Z a1 to bip LL to . N W LLl LO 00 N C N Q J = n r N v See Truss Manufacturers Profile Sheets for Truss Brng. Point Numbers N Q •i V z 0 Connector Notes: o Do not substitute connectors J (n L o Do not sheath trusses before all straps are in place (D W = Attach valley trusses and piggy back trusses, if present, > (I)O to main trusses per truss manufacturer drawing. 4-J c ) Truss to truss connection by truss company, installed per manufacturers spec's. Lateral forces perpendicular and parallel to wall has been considered (less than 300'p.l.f.) qj Contractor to approve temporary bracing to prevent toppling U Q of trusses, see HIB-9. W Other specs, if different from above, have priority. > f" LO I A.T.R. = All Treaded Rod 2 O ib Drill and Epoxy Set all A.T.R. O W r- r` Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Q " Provide equal number of studs under girders equal to M M the number of plys. Missed Tie Down'Strap Note f r In the event the Tie Down Strap has been omitted from the a.. Layout location, install one HTSM20 strap at the proper location. Fasten (4) 1 /4=" 1 /4" Hex Head Titan with x, g screw to C.B.S. and (10) 10d to truss. 7MXIMUKUPLIFT 1175 lbs. 1 x 4 bottom cord bracing 24" min. lap (2) 16d at each '., truss ZI, cord Obottom V of wood trusses V at 24"o.c. t6 H Z LL 0 O' c 0 0 Z V U J N LLI LLLU e(n U J N Bottom Cord Lateral Bracing REVIEWED FOR (n 4- CODE COMPLIANCE ST. LUCIE COUNTS CCC Attic Vents Calculation CARPORT, PORCH, and ENTRY AREAS Attic Area: 1081 s.f. / 150 = 7.2 s.f. required. date revision soffit area = 19211. x 2.0 = 384 s.f. Venting Provided: FILE COPY 8 x 16 soffit vent: 85 sq. in, each vent 13 Vents lalong overhang = 1,105 sq. in. 1,105 sq. in. / 144 = 7.7s.f. drawn $1: _ Total Ventilation Provided: 7.7 sq. ft. checked $1 date ',.. 2/18/21 scale as noted job number 20053 sheet A-4 Ceramic Tile STRUCTURAL NOTES: GENERAL ROOFING NOTES Alum. window corrosive resistant) Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous Roofing to be composed of and attached to pre manufactured frame 3/8- continuous bead of Tap con concrete P srews installed as Al08.6, Al08.11, Al 18.1, Al 18.3, Al36.1, & Al37.1. Fiber mat reinforced reinforcing 48 bar diameters or 30' in beams and in slabs. Lap wood trusses as follows: caulk (back bedding) behind specified in window backer shall be used behind wall applied ceramic tiles in the tub bottom steel over supports and top steel at midspan. Hook Felt undedayment (min. ASTM 0 226 Type 11) with 4" min. side and shim to prevent liquid passage manufacturers product and shower areas and conform to ASTM C1325. Per Durock, discontinuous ends of all top bars. Reinforcing steel shall have end laps, fasten with corrosion resistant annular ring shank nails approval cement board exceeds ASTM C1325. 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. If roof pitch is < 4/12 install (2) layers 15# felt. 1/4" struct, shi BOTTOM TOP SIDES if roof pitch is 4/12 or greater, install (1) layer 30# felt. set flange in continuous window sill Gypsum Note Beams: 11/2- 11/2" 11/2" 5/8" c:d.x. sheathing or equal installed with staggered joints & GI clips, bead of caulk across the Gypsum board shall conform to ASTM C22, 0475, C514, 01002, C1047 Slab' on Grade: 1 1 /2" 1 -, Walled to trusses with 8d corrosion resistant annular ring shank nails " spaced max. 6 o.c, throughout, except max. 4 o.c. at gable ends. entire face Of buck C1177, 01178, C1278, C1396, or C1658 and installed per FBC residential Structural Poured: 3/4" 3/4 Poured Walls: 3/4" All roof trusses are to be pre -manufactured assemblies provided by, perimeter caulk p code. Per USG, Wallboard conforms to C1396. _ _ Slabs exposed P a licensed wood truss fabricator with separate drawings and data a g stucco finish to the weather 3/4" 1,, _ prepared for actual project conditions by a Florida registered _ Gypsum Board & Gypsum Panel Products engineer certified for truss design. Any deviation from e yp yp 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 Gypsum board and gypsum panel products shall be applied with, the "Manual of Standard Practice of Detailing Reinforcing of the trusses. The truss manufacturer's certified layout shall govern at right angles or parallel to framing members. All edges and Concrete Structures and the current ACI Building Code 318" after fabrication. v ' ends of gypsum board and gypsum panel products shall All structural steel shall conform to current ASTM Specification A-36 The handling, erection; and fixing of wood trusses shall be in Protecto LWM200 precast occur on framing members, except those edges and ends that accordance with the specifications contained on the certified mfgr's. Coating on Outside face cons, sill are perpendicular to the framing members. Interior gypsum All wood in contact with masonry shall be pressure treated or approved drawings and data. and Janbs of Openings board shall not be installed where it is directly exposed to separating material. all Sides min. 8 Gunable sealants', shall comply with weather or to water. All engineered headers and truss hangers to be provided by the ASTM C 920 Class 25 reds or truss manufacturer. g All dimensions shall be verified in field by the contractor. If there are greater for proper joint expansion Wall and ceiling gypsum board shall be fastened with screws any discrepancies the Architect or Engineer shall be notified before Splitting or cracking of structural components due to installation of and contraction spaced at 12"o,c. Screws for attaching gypsum board and gypsum proceeding. hardware is not permitted. panel products to wood framing shall be Type W or Type S in accordance with ASTM C1002 andshall penetrate thewood not Unless otherwise noted, the installation of specified hardware shall 1 less than 5/8 inch TM C100 Gypsum board and Gypsum anal No slump over 5" shall be permitted for any structural concrete with¢ut conform to the truss manufacturers installation instructions and Typical Precast Conc. Sill Detail YP Yp P the Architect or Engineer approval. standard practice. products shall be attached to cold formed steel framing less Coat Bucks with Protecto LWM200 Waterproofing than 0.033" 0 mm) thick shall be Type S in accordance with All Design and Construction shall be inaccordance with the current after they have been installed and Chaulked ASTM C1002 or bugle head style in accordance with ASTM C1513 American Concrete Institute (ACI). and the American Institute of Steel and shall penetrate the steel not less than 3/8 to 0.112 Construction (AISC), The Florida Building Code and all applicable 0 mm to 3mm) thick shall be in accordance with ASTM C954 or local codes. bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural Structural Concrete shall attain a minimum ultimate compressiv strength insulated panles shall penetrate the wood structural'panle facing (Fc') in 28 days as follows: not less than 7/16"o.c. (11.1mm). Column Footing and Wall Footing: 3000j p.s.i. Gypsum board used as the base orbacker for adhesive application Column and walls from foundation to roof: see column schedule i All other concrete: 3000 s.. of ceramic the or other required nonabsorbenf finish. material shallp ASTM C1396 C1178 C1278. Use of water resistant conform S Footing sizes and reinforcing are based on allowable soil bearing gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or capacity of se, pthe AsA All footings shall bear in virgin soil. If this Class 2 vapor retarder in a shower or tub compartment. Out or is not the case, Architect or Engineer shall be notified before exposed edges, including those at wall intersections, shall be proceeding with the work. sealed as recommended by the manufactuer. Water resistant Timber (Heavy Timber Construction) gypsum backing board shall not be used where there will be (a) Truss manufacturer shall submit a signed and sealed shop direct exposure to water, or areas subject to continuous high drawings by a registered Engineer. humidity, (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. Cold Formed Steel Note All wood members shall have a minimum fiber stress in bending Cold formed steel framing supporting gypsum board and gypsum of 1200p.s.i. with 1/360 max. deflection.' panel products shall be not less than 1 1/4" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing All bolted connections shall be 1/2" Cadmium plated or better. shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI $200 Lag bolts to be used only in shear connections with minimum and ASTM 0955, Section 8. 4- threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the Wood Framing Note interndF*i;ead,diameter and -shall not be hammer driven. 5 5 Under Ir er'6_ `i`irovide equal number of studs as girder Wood framing supporting gypsum board and gypsum panel plys at frame bearing locations products shall be not less than 2" (51mm) nominal thickness 4 4 in th least dimension except that wood furring strips not less 4b, n'0 than 1" by 2 (25mm x 51mm) nominal dimension shall be GENERAL REQUIREMENTS 5 5 permitted to be used over solid backing or framing spaced All work to be as per the current edition of the Florida Building Code not more than 24'o.c. (610mm) and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, Wire Lath Attachment waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly Over wood framing the paper identified here. (� backed Wire lath Shall be installed Owner is responsible for all municipal related charges such a Wind ` ' Ind ''Zone's I Walls over one layer of approved plastic fees, and water connection, except building permit fees, which are to be house wrap. Lath shall be attached included in the construction bid. horizontal framing members with 1.5" General contractor to check all drawings for errors and ommi siors and 3 3 roofing flails and to vertical wood bring them to the attention of the architect prior to starting any work, or 3 2 3 framing members With 6d common ordering any materials of the respective division of work. If such errors — _ — _ — — nails or 1 roofing nails driven to and,ommissions are not reported in wrkingto the architect, a y resulting 7 damages or costs shall be born entirely by the general contractor. penetration of not less then 3/4" of an inch, or 1 11 wire Staples Architect is not responsible for the coi tractors method or means of 4 \ / 2 driven flush with the plaster base. construction. 2 2 \ / 2 Staples General contractor is to keep the site in a clean and safe state though shall have crowns not less \ / „ \ / than 3/4 and shall engage not less out the course of construction. On building turnover, general ontrctor to 3 \ 2 2 / 3 than three strands of lath and clean all surfaces so as to be free of dust, grease, stains, sou s, etc. ; 3 2 \ / 2 3 penetrate the wood framing members Unless othervgise noted, the installation of specified hardware shall \ / not less than 3/4". The fasteners must conform to the manufacturers instructions and standard practice. penetrate the wood framing members 2 not less than 3/4". Fasteners shall be All plans and drawings are not considered complete until they have been \ 2 reviewed and approved by the St. Lucie County Building Dep rtment I\ 2 \l 4' 4' /I 7�� O.C. max, and the building permit has been issued. I \ I 1 1 2 / EXTERIOR CEILING & SOFFIT NOTE \ 2 2 7/8" Stucco finish over 3/8" high ribbed gals. wire lath fastened to SHEATHING NAILING NOTES I framing members with No. 11 guage nails with 1 3/4" embed. with 3/8 3 I 2 2 ' 3 dia. head 6"o.o. max, edges to be tied and nailed at 9"o•c. Install one layer of 15# felt to framing prior to installing ribbed lath Nailing Pattern Nailing Schedule 2 1 I I 1 I 2 ROOF & FLOOR DIAG Zone 1: 8d at 6"o.c. field & 4""o.c. edges 3 M I I 3 2 3 g INTERIOR WALL FRAMING NOTE Zane 2: 8d at 4"oc. edges & field Use sheathing with #8 gun nails at 6"o.c. — — — — — Zone 3: 8d at 4 o.c. edges & field at supported panel edg s and, #8 gun I / \ I 3 2 Interior non bearing walls to be 2 x 4 studs 24"o.a nails at 6"o.c. at interm diate, supports. / Spruce, Pine, Fir (SPF) #3 Grade lumber or better Pneumatic Nails / \ or metal studs (25 Ga.) Crimper may be used in - ROOF SHEATHING TO GABLE END FRAME 2 J 1 1 2 \1 lieu of screws. Pneumatic or methanicaly driven nails will be accepted under the following conditions: Use #8 gun nails at 4"o c. 2 / \ 2 3— 3 BUCK ATTACHMENT NOTES Min. nails size 8d or larger ring shank with / \ 2 L Min. shank diameter...113 EXTERIOR SHEATHINGI 2 2 AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH Min. Length: 2" Use #8 gun nails at 4"o c. at panel edges Z — — _ 1 1 — _ — 2 TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. Min. Head Diameter:.280 Full Round and #8 gun nails at 4"o.. at penal top and SET AT 6" FROM CORNERS AND AT 12 o.c. MAX. Min. Ring Diameter .012 over shank dia. bottom and 6"o.c. in field p — — —I 2 Min. 16 to 20 Rings per Inch 3 3 2 I I 2 AT WINDOWS IATTACH BLOCK WITH8d CASED HARD COIL NAIL BUCKS Note 2 I 3 3 12 3 3 OR "T" NAILS' 4" FROM ENDS AND 12"o.c. Gun nails shall be permitted as an USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION acceptable fastener from any manufacturer Wood screws meeting the same size requirement 3 I 2 I 3 THRESHOLD NOTE a may be used in lieu of nails without comment 3 � 3 3 2 At egress door (see floor plan) the max. T hgth.OQr Wind Zones of the threshold shall be 1/2"" I 2 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous V bead of caulk across the C 00 entire face of buck CBS Q ch N LL Min. 1 1/4" embedment 0 W v c e e a a a . at windows and min. '' 1 1/2"" Z s. ° : . embedment at L0 _ S � o oo Q a ° ° sl. gl. doors C7 CL co LL w o .o E o w m ' a bRJ W I u7 v N •— 7 ._ o 0 v N ° ° ° 1 /2"" drywall (n LLi ++ co r M a` fJ N o Q _J O n r Q o v stucco finish Z v 'O /((�j U W � perimeter caulk 0 i H 1/4" max, struct. shim _I N 0 Attach p.t. bucks with 8d coil nails at caulk W 12"o.c° ; Typ. Alum. window attach as per manufacturers jamb or sliding glass product approvals +'� sit 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 Q after they have', been installed and Chaulked O Window &'Door Flashing Detail at CBS Wall Includes Buck Attachment Method > ~ LO CD co C) Z N L U r- M LL T- 5V Metal Roofing over 30# Felt on 19/32"c.d.x. plywood fastened p ;' .�� as per nailing schedule , Pre Engineered Wood " Roof Trusses 24"o.c. R20 Spray Foam Shop Drawings by Insulation Others , See Connector Schedule 12 P.T. 2 x 4 cont. Q 6 2 x 4 24"o.0, 9`4 ,OLT.O.B. Galv. Drip Edge Z O 1/2" d.w. U 1 x 4 p.t. 2 x 6 Fascia 0 M Firestop Alum. Wrap l- o i LL 11VA"I �� ' One Course Perimeter Beam with (1) #5 Rebar Filled with Grout 1 x 2 p.t. furring strips 24"o.c,� with R4.1 Foil \ insulation 1/2" d.vin #5 vent. Rebar in grout filled cell See Floor Plan for Locations' 4" 3000# Fibermix Conc° on .006 Vapor Bearier on Clean, Compacted, Termite Treated Fill —\ F M 0.00' F.F.E. Z Stucco Soffit Over O High Ribbed Wire U 2'-0- Lath O o Install one layer of 15# Lu V 0felt Z to framing prior to y installing wire lath LU , N L W J 8x16x8 MCo N CMU Typ. FOR Lss REVIEWED DE COI "1PLIANO w 4) Two Coat 01NTQ 0 Stucco Finish k 1,11E #5 Vert. Rebar with 10 Hook and 30 Lap. Tie to Vert. Rebar In Cells data revision FILE COPY - drawn 'v Grade a.l. checked O •. date 2r1 si21 1 (2) #5 se no Rebar � as tad " job number 20053 sheet Typical Wall Section A-5 ELECTRICAL LEDGEND O RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT :FIXTURE Porch ' e SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE C/f 0 RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN \ EXHAUST FAN OUTLET I I \ \ L_J DOOR CHIMES bT THERMOSTAT O COMBO SMOKE &CARBON gfi SD MONOXIDE DETECTOR � DUPLEX OUTLET -SWITCHED �* TELEVISION 5P gfi4Q ❑ gfi gfi 9f' DUPLEX OUTLET L 4gE 220 V OUTLET -Q TELEPHONES. `i"' d sw �Y SWITCH O PUSH BUTTONel -(p- THREE WAY SWITCH DIMMERS V WITCH r1m. 3 00rKitchen Master Bdrm. Oo / NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F. I C% efi ALL 120V SINGLE N LE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING A � OUTLETS THAT ARE NOT GFC1 MUST BE AFCI. \ _ / \ Pantry TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE _ PHASE 15 & 20 AMP BRANCH CIRCUITS — � s � _� � I (3) #2/0 (THW) copper and (er in round (THW) copper in 2 galy. conduit \ r I \ in (3) #2/0 (THW) copper \ attic and (1) #4 round (THW) Wall F.P.L. service \ \ gfi copper in 2 galy. conduit (if overhead service) �. .. Linen Family Panel: 200 A.M.C.B. 200 Amp Main 1 6, 3W 40 Circuit 120/240 Volt Panel* Dist. Bdrm. 2` / \ f sae. Lnd.— ---. _ E.P. a.c. — —� disc. (3) #2/0 (THW) copper and (1) #4 ground (THW) ge aw copper in galy, conduit RWP gfi /8" dia. x 10'-Or" F.P.L. service Electric Plan (if underground Ly/ mg ground rod 3/4"` copper scale: 1 /4"" = V-0"" water pipe service) E. 8'- tie ground wire to footing rebars Electrical Load Calculations Electrical Riser Diagram Two820"Amp Applan e Ckts. 3000 wat s One Laundry Cir.'@ 1500 watts 1500 watts One Range 8000 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 kw 5000 watts One Ref. @ 1500 watts 1500 watts Two Baths @ 1500 watts each 3000 watts Total 36,804 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 10,722 watts Total 20,722 watts One AC Heat at 100% 10,000 watts Total 30,722 watts 30,722 W / 240 V = 128.0"Amps Use 200A 'Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non G Electrical'' contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical' schedule if loads are to be modified disc R �I Elect. Meter Tankless Water J Heater _ J Carport U N C 00 e1' U- 0 6 rL w o. z V � a u7 � N U�LO I. . N LU LL 00 J � N n n Q � v Z 0 LU N U p J U, o N LU C)(J^ 45 ~ �V .� LO It F- 04 t •� C-) 0 LJJ C4 00 M T L.L Z O U U C z 0 0 LU Z J N tl WLL •� LU J H � N REVIEWED ECki rn CODE Cc PLIAN Q ST. LUCIE Cfl � BOO date FILE COPY revision drawn s.1. checked 8.1. date 2/18/2, scale as noted job number, 20053 .shoat A-6