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HomeMy WebLinkAboutBUILDING PLANC h 55'-8" 50'-0„ 31 '-g" 18'-4" 16" 4'-10"' 7'-4", 16'" 9'-8" 3,_4„ 8„ 3'-2„ 9'-2„ 9,_2„ L-11 L-10 L_3 (2) 25 HB s.h. -- ---------- --- -- 2880 One G] 0 O 0 Lite French C] o Blinds N C")with I $„ 9,_0"' — — — — — — — 17,_0„ �� � Porch � L_7 � i Master Bdrm. o o ' o L-12 10'-0"Cing. b� p from F.F.E. 10'-0""Ceiling 2'-0" 2'-0" & 12"'Coffer 60"x 24" • Fixed Glass I I co L-9 I I L-6 I L_3 (2) 25 HB s.h. p 0 o a o 0 0 0 0 co----------_ o R. a o cl o L-8 9080 Pkt. S.G.D. 0 2'-4" 2 T-6„ 2'-8" T-6" co-- — — — �, 00 ❑ 2680 — — — — — — — — Great Room 28$0 Pocket ,- _ Dining ( o L 3 g � 10'-0'"Ceiling I o & 12' Coffer 10'-0" -�, I Cing. o H34 s.h. ( 00 o `� Safety s.h.5 - 7' 4" 12 I 2A2.5 es 6 2680et cc s Pocket cc 2680 10'-0"' Glass , L_5 Pocket Cing. 34 ' 2680 Trane M ❑ ' Frame Knee e Pocket ❑ 16 SEER Wall I ( �- 10 -0'" 2680 Pocket K-3979-0 7: 1 Temp. Glass on 48"Tall Cing. Toilet Wall ( 00 T-0" 10,_1„ 3,_9„ 4, 0„ Wall I I I J I 2'-4"" -1 N i � � 4$'"x 24'" Micro - - Trash I ( Slide Fixed Glass Can I I I ( Bar L-4 • ❑ I I 18"x 18"' . Irrigation I I o Nitche 16" Pump 7 I c I Temp. Glass 5080 a.f.f.e. d ( Frameless 0 _ _ I I Cooktop & Enclosure Exh. Hood dw I I i `�' O 0 v.t.r. I 5'-4" - -4-i0", I I 19'_8„ I 5 4„ 2 0„ 11'-4" 5'-8„ L-3 I I K-3979-0 0 I 6'-4" I T-6" Toilet Bdrm. 3 o Kitchen 0 10'-0"Ceiling I 10'-0"Ceiling -- 00_ -M o j O 6d'O VX N Egress I I co ® N I 20$0 30""x 24co ' � ❑• 'cc r'. Frost —` — — Ref.C,40 Glassed R.A.G. 'i I I o 10'_0„ 2680 Cing. M ❑ HB I N 2680 a.h. Pocket 11i],E]i 011 a -`� 5080 i F. `D d. NL 3080c Closer water water line line Ref. Mkr. R13 Batt Insul. o J Cl) '26780 10'_0„,Cing. ...in Adj. Walls T-6" I 6 w 9'-4" co T-0" 22'_0„T-1„3'-11 Lnd. 22.5 x 54 Access with Ladder I ❑' L-13 `�• ❑' Hung CHI 10�" Cing.0o _ i --- -- i L-16 I o l Bollard I I -i r ` > I ' L-1 25 o Bdrm. 2 � `~-2 s." 0 00 a ++ v 2 Cn 0 a 10'-0"Ceiling J _ LL Q p 4 E o E. • ❑ CV ❑ � E p � LD from F.F.E. I Garage HB 10'-0"Cing. c� 0 al p p Q from F.F.E. L-2 35 s.h. L-14 L-14 Egress i I 3'-6" T-6" 2'-10" T-6" 6'-4" O I o 6'-4"' 6-4„ T-0" I L-15 I 12'-8" 19,-8„ 8„ 22,_0„ C MI Impact Windows and v i Sliding Glass Doors HB 0 I O 00 O 3 1/2 ff Door Casing ■ � T I is being installed o , throughout ❑• ❑• ❑• ❑• N ❑• L-1 L_1 26 K7s.h. s.h. s. s. Floor Plan 51-8" scaler 1 /4" = V-0"' Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3298 s.f. Building Code 7th Edition Florida Building Code: Residential 2017 National Electric Code NFPA 70 Area Tabulation Living 2046 Garage 764 Porch 316 Entry 172 Total 3298 Cubic Volume: 21,277 c.f. Project Data Project Name: Westcott / Jackson residence Street Address: XXXX Silver Oak Dr. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New one level CBS single family residence Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 65.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. 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 Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy 5V CRIMP METAL ROOFING ON PEEL & STICK UNDERLAYMENT ON (1) LAYER OF 30# ROOFING FELT PROVIDE 6"GUTTERS OVER 5/8- C.D.X. PLYWOOD ALONG THE FRONT & OVER THE GARAGE SEE CONNECTOR DOORS SCHEDULE PRE ENG. WD. TRUSSES 24-c.c. _X4 ALUM. DRIP EDGE ON 1 x2P.T.ON2x6 CEDAR FASCIA -� 12 6 R20 ICYNENE INSULATION �- 5/8- D.W. STUCCO SOFFIT WITH 8" x 16" 1 x 4 P.T.FIRESTOP SCREEN VENTS 8'-0"o.c. AT ENTRY, (2) COURSE BOND GARAGE, REAR BEAM WITH (1) #5 PORCH 2'-0 REBAR FILLED WITH GROUT EACH COURSE LEVEL RETURNS BY TRUSS MFG. 8 x 16 x 8 C.M.U. WITH #5 VERT. DOWEL PROVIDE ""CASTCRETE"" IN GROUT FILLED CELLS PRECAST LINTELS ABOVE ALL OPENINGS 1 x 2 P.T. FURRING 16""o.c. o TWO COAT STUCCO FINISH OVER CBS AT SIDES & REAR HARDIE PLANK SIDING ON 5/4"" x 3-P.T. FURRING WITH 1 3/4"LONG PIN NAIL WITH .145" DIA. AND COVER WITH ONE LAYER OF HOUSE WRAP ON THE FRONT ELEVATION 3/4- INSULATION BRD. (R-5.0) ON C.B.S. AND 1 x 2 FURRING 16"o.c. 1 /2" GYP. D.W. 1 x 4 P.T. FIRESTOP GRADE��I I �* LF-1 4" 3000# FIBERMIX CONC. OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL,,, Typical Wall Section' REVIEWED FOR ,OMPLIANCE T, LUCIE COUNTY U C Ci 0 N ao L W Z M M U_ CO � LU 6 v i o 00 0 _J a N N 0 z a ._J W U) C) rn N C!) W .CU LO LO N � O T O z 00 UJ N c 00 W T- U i (D i� a� (D C C'. 0 V > U E 7) ��.o J U drawn s.i. checked s.]. date 10/13/21 scale as noted job number 24059 sheet A-1 0' j ST. Lucie Cou t,,, "P mi tirlg " F 0 N co N 0 I LO 0 I 0 s 0 I 50'-0- 5'-8- 31'-8" 18'-4" 16" 12'-2„ 16 9'-8" T-4„ 8" T-2„ 5'-4„ T-8" T-4„ 00 F-1 00 ^Co F-1 00 00 F_1 00 0 El 00 2'-4„ 7,-8" 4'-10„ 8" 91-0" Ip F-100 a o I 0 ❑ 1 1 F-1 _4„ °° ❑ ❑ ------ ---J 10 ------�— I CI 2 1 /2" Recess 1 Ifor SI. GI. Dr. F-11 1 I oI 0 to 4 -10 8 T Si of F-4 0 1 I -4" 1 #$ a I F-11 1 I I 4"" 3000# FIBERMIX CONC. OVER .006 VAPOR BARRIER F-3 I I — — � ON CLEAN, COMPACTED, -4" o F-1 TERMITE TREATED FILL 1 I I 1 1 1 ❑ �o ASSUMED F.F.E. 0.00' 0� — — — — I• I T-4" 14,-8" 1'-8" 4'-0" 0 ( IF-1 8'-2" I I to I 01 00 0PO o F-1 I -4" — — —N F-2 13 1 11 5- 2 11 F I Slo e for p I 0 I ( 2'-10- I Q0 22'-0- Garage Dr. 8' F 5 1 ❑ ❑ ❑ ❑ L-------� — 0 I CIDN F_5 F-2 1-1 0 0 0 0 14" 1 0 I 0 0 -4" k1 I IF-5 �r T 2'-10" 1'-7" 3'-10" 4'-5" 8. 1 12 p Cl)a 1 F T° ❑. o i 000 1 I ❑ M 4„ slope 2"" 14" F-1 Cl) F-1 F-1 I� I . ■ ❑ ❑ BE ❑ ❑ �010 42 I Slope for Garage Dr. al I T-9„ 5,-2- T-9„ T-0„ 12'-8„ 1 12'-8„ d- 191-8„ 8„ 22'-0„ 1 I I M of I —Cl)------- F_2 ---_ --_ F 20 El I� 0 Foundation & Footing Plan scale: 1 /4" = 1'-0" T-9" 3'-10- 4'-1 4'-1 3'-10" 3'-9" 23'-4„ 32'-4" r ib 0 I 0 I N d' I N 1 F-1 I F-2 I F-3 I F-4 18" x 16" mono. footing with (2) #5 rebar cunt. 16" 18" MONO. EDGE FOOTING F-5 18" x 16" mono. footing with (2) #5 rebar cont. 4" 4" /8- 18- INTERIOR STEP FOOTING 18- x 16" mono. footing with (2) #5 rebar cont. and curb 8„ 4" to 6" F__ _1 8" x 8" mono. footing with (1) #5 rebar cont. 8" 4 4" 8„ EDGE Recess 4" at Shower 8„ 16" 16" _ 4" —��4„-- 18„ 18" 8„ CURB FOOTING INTERIOR TYP. SHOWER AT GARAGE THICKENED EDGE RECESS GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, The foundation design assumes that the soil has a minimum termite treated fill and 6 mil polyethylene vapor barrier. load carrying capacity of 2000 p.s.f. If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superseded by Foundation Design Engineer. Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. Satisfactory compaction test of fill does not verify lower soils are adequate. 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, All specifications and dimensions to be verified by contractor. measured on the inside of the bar, is not to be less than six bar diameters. All exterior slabs shall slope a minimum 1 /8" per foot for drainage Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizonitally if required to Dowel Rod Repair Note achieve minimum coverages. In the event vertical steel has been omitted from the down Rebar overlap shall be 48 bar diameters. 30" for #5 rebar pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two part epoxy to p p /� anchor the #5 rebar in place. Use either "Hilti C-100" or FORMWORK & SHORING Simpson Epoxy -Tie. No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 p.s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. I PLUMBING NOTES: Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1 /4" per foot minimum. All sanitary lines above 2" shall have a slope of 1 /8" per foot minimum. Provide Anti -Scalding Valve in all showers. Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. 2" v.t.r. M JI I 2" v.t.r. I I 1 2- La V. 2" corner bars at beam (outside only) (2) corner bars at footing (min.) — vert. dowel lapped with wall reinforcing, all laps 30" (min.) in grout filled cell 2" Auto Vent (� I a I Sink all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls • 30" lap min. Corner Reinforcing Detail II Wash. Sink t1 2„ Shower 3' W.C. 3" 2„ 3 to sewer system 2„ 3" Lay. 3" W.G. 2„ SHWR. 2` Lay. Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines Plumbing Riser Diagram sCAOM 1*1 REVIEWED FOR COMPLIANCE T .* OI socc U 1 Nos Q o N 00 L (� v LU Z It co LL CD bD •- w CD 0 0 Lo 00 —I I� C%J ._ Q 6 U Z w CL (D O to w to o Cr d' cu ~ 05 Q w M Lo .� / ~ d- O N Ca o Z •— r` co LIJ N 00 T U i N N a� i� a� ?� o 4 l m V �> 0 cu N 0 a I- C/) O Cn 5" drawn S.I. checked S.I. date 10/13/21, scale as noted job number 21059 sheet A-2 tit va^Uon Two Coat Stucco over CBS walls evat o n scale: 1/4" = V-0- Front S 0 a; I x A lardie Plank iding 5-Smooth Stucco Nindow and Door Trim and Corner Boards Rear scale: 3/16" = I 1111.41- ,!" IV 10-0 ' F.F.E. -j- A " 0.00, 11-F RI U) ha co Wd c<) z LY) qa 00 A nt ten, ,Z) t2 f co 10 4� drawn S.1, checked .1. date 10/13/21 scale as noted job number 21059 sheet x REVIEWED FOR 040DE COMPLIANCE I.fLL In Connector Schedule Truss Bearing Truss Connector 4nty. Connector Fasteners Point Uplift 1D Uplift C1 13 1823 HETA24 2 1920 (10) 10d x 1 1/2" 1 LGT3 (12) 1/4" x 2 1/2"SDS to "" 2 2507 1 3285 Girder and (4) 3/8 x 5""TitenHD 3 Y to CBS. Ll (1) 5/8`ATR drill & epoxy with 7 3104 MGT 1 3965 12""min. embedment to conc. & 2 Ply (22) 10d to truss. M1 1 1837 HETA24 2 1920 (10) 10d x 1 1/2"" 2 Ply All other trusses ALL <900 MTS16 1 910 (14) 10d x 1 1/2" to Frame All other trusses ALL <1810 HETA16 1 1810 (9) 10d x 1 1/2- to CBS Supporting (4) 10d Valley Framing <250# VTCR 1 370# valley (3) 10d x 1 1/2"" Trusses Truss See Truss Profile Sheets from the Truss Manufacturer for Bearing Point Number Locations Mls& d Tie Down Sti-ap Niote In the event the Tie Down Strap has been omitted from the Layout location, install one HTSM20 strap at the proper location. Fasten with (4) 1/4" x 2 1/4- Hex Head Titen screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs. Wind Zones i` vh [ {4 W ,attic Vents Calculation Garage, Porch, and Entry Attic Area: 1252 s.f. / 150 = 8.3 s.f. required. soffit area = 140.2 I.f. x 2.0 = 280.4 s.f. Venting Provided: 8 x 16 soffit vent: 85 sq. in. each vent 16 Vents along overhang = 1,360 sq. in. 1,360 sq. in. / 144 = 9.4 s.f. Total Ventilation Provided: 9.4 sq. ft. K IM Bottom Cord of Truss 2 x 4 top plate .. dotes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers spec's. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy 2 x 4 bottom cord bracing 10'-0- Bkot orrl Cord Lateral Bracin 4' 3 I 2E 3 3 �r 213 / \ 2R I \ 213 \ / 2R 2E 213 2R 1 2E 213 \ ( 3 / 3 2E 3 / 2R / \ \ — — 1 /2" gyp. d.w. I / \ 2R I ( 2R / \ \ I 2 x 4 studs 24""o.c. / / I 2R\ No. 3 Stud Grade / / / / 2R 2R I 2 x 4 p.t. sill plate I 3 wood base 3 1 / \ Cased Hard Coil'; Nails 12o.c. max. �� ' 1 �+ �: _... .. / 2R 2R \ Scale: 1 /8-= 1'-0- 2E `I Concrete IVV 2R 2R / 1 \ Foundation / .:.'w ; �� for Wall Sects c —: _... 3 3 2E 3 3 Nor1 Load Brng. � N 00 W x � M �5 � W I u7 00 I04 � � U z CL W O 0^ cn uo W o r y > W - Cc � I Cr� 00 z 1 N Of LLJ 00 ;;: M drawn s.l. checked s.l. date 10/13/21 scale as noted job number 21059 sheet REVIEWED FOR CODE COMPLIANCE „., CI .T CC 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: 1 1 /2`" 1 1 /2"" 1 1/2- 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 slump 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. 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. 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. 5/8" c.d.x, sheathing or equal installed with staggered joints & GI clips 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. 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 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 SHEATHING NAILING NOTES Nailing Pattern Zone 1: 8d at 6"o.c. field & 4"o.c. edges Zone 2E & 2R: 8d at 4"o.c. edges & field 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 without 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" 2" dia. Pipe Set balla from app Galv. Cc (4) 1/4" Tapcons Bollard Detail apical Conc. )undation Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, Al08.11, 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 C1325. Per Durock, cement board exceeds ASTM C 1325. 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 (I5.9mm) 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" (1 mm 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. (11.1 mm). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM 01396, 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" (51 mm) nominal thickness in th least dimension except that wood furring strips not less than 1 by 2" (25mm x 51 mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24""o.c. (610mm) Alum. window frame 3/8- continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1/4- struct. shi set flange in continuous bead of caulk across the �\ entire face of buck perimeter caulk -� stucco finish Gunable sealants shall comply with a ASTM C 920 Class 25 grade or a greater for proper joint expansion and contraction precast Conc, sill corrosive resistant Tapcon concrete srews installed as specified in window manufacturers product approval window sill Typical Precast Conc. Sill Detail J J H X w z 11 O Iz O O 0 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT. DOWEL P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK AS NOTED. DOOR SIDES 1/2" x 6" REDHEADS WITH MIN. 2" x 1 /8"WASHER 12- FROM ENDS AND 16"o.c. MAX. DOOR HEAD 1/4" x 2 3/4" TAPCONS STAGGERED 24"o.c. Garage Door Buck 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 CBS Min. 1 1/4- embedment 4-,} ° a at windows and min. o 0 .E a a 1 1 /2"embedment at od sl. gl. doors EL 41moos a Co 'Sou,E a O W N 4 Q 2 .__ �° ° 1 /2- drywall Co � m v % M 10 cca ca v I f stucco finish perimeter caulk Attach p.t. bucks with 8d coil nails at 12-o.c. Typ. Alum. window . jamb or sliding glass door jamb NOTE: Method of attachment and waterproofing procedures are the same at poured concrete sill. 1/4" max. struct. shim caulk attach as per manufacturers product approvals Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method 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 tinier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. #5 rebar at top min. (1) req'd. quanity of #5 rebar n1 at bottom of lintel cavity F= filled gout 4t nominal 0 x dtn C.M. .E ° L' z 81716-1 B/1 T einforced CastCrete lintel 7 ebar at bottom nominal quanity of #5 cavity n'.m ebar at top 8�" Nominal Lintel Type Designation Cast Crete Lintel Schedule Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1 /2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials I. Grout per ASTM 0476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. 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 All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6"" 8672 336 4292 199 8F24-1 B/1 T L-2 5'-10" 6036 336 3295 199 8F24-1B/1T L-3 7'-6 5681 1384 2571 587 8F24-1 B/1 T L-4 T-4"" 7342 1398 3607 587 8F24-1B/1T L-5 T-8"" 8974 1216 4853 510 8F24-1B/1T L-6 6'-4" 8360 559 2959 281 8F24-1 B/1 T L-7 4'-2"" 8060 150 4409 75 8RF22-1 B/1 T L-8 10'-4- 2423 150 1272 75 8F24-1B/1T L-9 13'-8" 1697 150 887 75 8F24-1 B/1 T L-10 18'-2" 750 253 347 149 8F16-18/1T L-11 IT-6`" 1002 253 559 149 8F16-1B/1T L-12 10'-0"" 1533 535 914 212 8F16-1B/1T L-13 5'-10" 8060 150 3176 75 8RF22-1B/1T L-14 10'-6" 1533 303 914 178 8F16-1B/1T L-15 17'-4"" 1 1849 658 1268 353 8F30-1B/1T L-16 10'-4- 3643 957 1732 479 8F30-1B/1T Min. Beam depths shown, beams may be increased without comment At Lintels over 24" deep provide (1) #3 vertical rebar at 24"o.c. along length of lintel PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures Head: 2" max. from corners & (1) at center. Jambs: FL# 17499.9 S.H. Windows 185 SH MI Windows Impact 2" max. from corners & (2) equal spaced at each side of meeting rail. Use 3/16" Tapcon with 1 1/4" embedment +38.7 -50.5 +/- 55.0 into concrete Head: 3" max. from corners & 13 1 /2" max. o.c. all sides FL# 15349.10 Fixed Window 185 SH MI Windows Impact Use 3/16" Tapcon with 1 1/4" embedment +40.5 -54.0 +/- 55.0 into concrete Head: 6" max. from corners, (2) each side of meeting rail 17"o.c. max. at Head and Sill. Jambs: 6" from corners and FL# 22401.3 Sliding Glass Dr. Series 100 MI Doors Impact 17"o.c. max. Use 1/4" ITW tapcons with 1 1/4" +34.4 -37.8 +/- 55.0 embedment into concrete FL# 15353.8 Mullion CM-18531 MI Windows N A Two 1/4" Tapcons Per clip with 1 1/4" embedment into concrete with 2 1/2' edge distance. +38.7 -50.5 +/- 53.3 6" from corners & 14.5"o.c, at Jambs. Head and Sill 3" and FL#: 20468 Swing Doors Fiberglass Therma-Tru Impact 7" from centerline. Use #10 x 21/2"PFH wood screws with +38.7 -42.1 +/- 50.0 1.15"embedment. FL#: 8248.7 Garage Door Model 8000 Wayne Dalton N.A. Jamb Bracket Angle (3) total 5/16" x 1 5/8" lag screws. (7) total Bracket 8'-0" height (1) 5/16" x 1 5/8" lag screws per bracket. +20.4 -22.7 +30.0 -33.5 Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 14645.2 Roofing 5V Crimp Metal Sales Mfg. #10-14 hex head screws with sealing washer along panel 12"o.c. Fasten r 45.0 149.E to penetrate the plywood a minimum of 3/8". FL#: 2569.1 Underlayment Self Adhering Resisto / Soprema Direct to Deck -45.0 -67.5 1 1/4" long No. 11 Gauge Galv. Roofing Nail with full round head to penetrate FL#: 13192 Siding Lap Siding James Hardie furring 1" 5 3/8"o.c. Vertical and 8"o.c. Horiz. with 3/8" min. edge distance and a -42.1 -92.0 max. 2" edge distance REVIEWEID FOR CODE COIAAPLIANCE U E-•d d 0 co co CO L (� �✓ W Z d� M C? J LL Lo dam' . W i 1 N p Q 00 0 0ICU N Z W n o U J 0 >_ N `^ W Lo () ♦4J V J o ~ � Q uU') � N O ,- ry T b O z r 00 U c1 _ 00 O V N � � U L N Q a-' .M�Nel (0 LJ W O E ­) s= W \CU O J 4-J N {; O a-J N drawn s.i. checked s.l. date 10/13/21 scale as noted job number 21059 sheet A-5 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 .+ ktotes 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 equipment and disconnects, Typical. (3) #4/0 (THW) copper and (1) #2 ground (THW) Wall copper in 2 galy. conduit L L AL LEDC, m O RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE e SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE OVER CABINET FLUORESCENT FIXTURE O RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION OCARBON MONOXIDE SMOKE DETECTOR EXHAUST FAN OUTLET O MOTION SENSOR bTHERMOSTAT ON SWITCH DUPLEX OUTLET - SWITCHED DOOR CHIMES =gr DUPLEX OUTLET SD SMOKE DETECTOR a& 220 V OUTLET SWITCH -4 TELEVISION yr THREE WAY SWITCH -Q TELEPHONE 3W -110 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 OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS Panel: 200 A.M.C.B. 200 Amp IN FIELD WITH CONTRACTOR 1,6, 3W 40 Circuit Panel ( M J 120/240 Volt Electrical Load Calculations a.c disc. k (3) #4/0 (THW) cop 2046 Living S.F. at 3 VA 6138 watts and (1) #2 ground ( copper in 2 galy. c One 20 Amp Appliance Ckts. 1500 watts Two Laundry Cir. @ 1500 watts 3000 watts One Wall Oven 8000 watts One Cook Top 6000 watts 5/8" dia. x 10'-0" long ground rod 3/4"" copper F.P.L. service One Dishwasher & One Disposal @ 1500 watts each 3000 watts water pipe One Microwave @ 2000 watts 2000 watts No One Dryer @ 5 kw 5000 watts Two Ref. @ 1500 watts 3000 watts Three Baths @ 1500 watts each 4500 watts Water Heater 4500 watts Ice Maker 4500 watts Irrig. Pump 2500 watts Total 53,638 watts 8'-0- ____.____._...._._-__. tie ground wire First 10 KVA at 100% 10,000 watts to footing rebar., Remainder at 40% 17,455 watts i 1 i �� � „ I agra Yl'1 Total 27,455 watts _ . One AC Heat at 100% 10,000 watts Total 37,455 watts 37,455 W / 240 V = 156.0 Amps U s e 200A Service soffit mount w Flood Light wp To switch at Foyer x MIS ut �n 0w U LL CD I i L0 0o +J N L J" LL r- GO V CU -31 W K, J, s �k LLI..' N C D Co y' UJre N ,3 xum u � U J c� > �r C.s°) drawn s.l. checked s.l. date 10/13/21 scale as noted job number 21059 sheet .. th 7 - 50'_0," 5,-8," 31'-8"` 16"" 4'-10" T-4" 16" 9,-8," T-4" 8.' T-2" 9,_2," 9'-2" (2) 25 HB s.h. -____-__ �_-_ _ _---------- -- - - - - - - - - - - - - - 2880 One Lite French o _- with Blinds N Porch l Master Bdrm. I Y-0"Cing. from F.F.E. 10'-0"Ceiling 2 -0 & 12"'Coffer 2'-0," „ 60 `x 24 Fixed Glass I (2) 25 HB 0:) s.h. _ _ _ _ ------ 9080 Pkt. S.G.D. Uz` N 1,110 co V1 I , I _N IN toyy -7 I Great Room D i i n g ^ 10'--0"Ceiling Q00 CO) © 10'-0` elling ! & 12"Coffer �^ �,��t1-'�"�'":1 10� `„ A Cing. )25 c2s.h o t C)Y-tom tmv)(Lo I H34 T-4," 12" p^_ �o 101_0„ Cing. s.h. 12 x 34 1 / r♦ Trane co Frame I 16 SEER e Wall Temp. Glassan 4&'"TallCing. 10'-0„ 7+�-0 let 17K Wall-0„ lei 10' 1 9„ 4, 0„ Wail I Oven ven l I Micro _ _ 3 i 2'-4„ Tras 1 1 I � fl in Slide 48% 24" Fixed Glass Can i Bar 1 i Irrigation 1 a x 18" Pump 1 I ( o Nitche 16"' I I r ( a.f.f.e. Te p. Glas I — Fra e osure ^ � Cooktop & dw ``0 Exh. Hood 1 I I 5'--4„ _ _4'90 " I 2' 0" 11,_4„ 5 -8," I I K-3 79 I ^ I ) T ilet Bdrm. 3 1 °'- (2) 25 6,-4„ 3,�6," 10,-O'"Ceilin l Kit n g s.h. Egress I 10'-0"Ceill g M 1 CV m b" I 1 ^IF L `t' — — Ref. i9 cli E11 �,� 3080sc Ref. Mkr. 1 F. d, `„ R13 Batt Insul. , v.t.r. CEng. in Ad Walls t7� 00 „ 7'-1 " 3'-11 ` 71-6." 6 w, 9'--4 3 -0 22'-0" 8" Lnd. 22.5 x 54 Access ��-'�1I✓1 - with Ladder I l FLT Cing. 50g l ° 1 0 w.h. E I ca t-------- 1 > in 25 0 B d rm . 2 v S.h. o I 4 a�v� 10'--0„Ceiling J 0 E. Ou o CD cy 0 � 10'--0"Cing. o E n-I from F.F.E. I . Garage HB o -- -- _ --- 10'-0"Olng. ch i cwi --- —-- — --- from F.F.E. 35 s.h. l � I Egress I T-6„ 3,-6„ 2'-10" T-6• 6'-4", I C) 1 6'-4„ 6'-4" T-0" 12'-8'" 19'-8' 8"r 22'-0" l � I NCI Impact Windows and Sliding Glass Doors HB o' 3 1 /2"f Door Casing O � r I I is being installed throughout `* 1 26 26 s.h. s.h, Floor Plan 5,_&„ 12'-0," T-8„ 23,-4„ scale: 1 /4" _ 1'-0„ 32,-4„ Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3298 s.f. Building Code 7th Edition Florida Building Code: Residential 2017 National Electric Cade NFPA 70 Living 2046 Garage 764 Porch 316 Entry 172 Total 3298 Cubic e. Volum : XXXX c.f. Project Data Project Name: Westcott / Jackson residence Street Address: XXXX Silver Oak Dr. City: Ft. Pierce County: St. Lucie State: Florida Scope of or New one level CBS single family residence Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 65.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. 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 Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy 5V CRIMP METAL ROOFING ON PEEL & STICK UNDERLAYMENT ON (1) LAYER OF 30# ROOFING FELT PROVIDE 6'"GUTTERS OVER 5/8" C.D.X. PLYWOOD ALONG THE FRONT & OVER THE GARAGE 12 6 DOORS SEE CONNECTOR {/ SCHEDULE PRE ENG. WD. TRUSSES 24-c.c. R20 ICYNENE INSULATION ALUM. DRIP EDGE ON Ix2P.T.ON2x6 CEDAR FASCIA s 5/8" D.W. 1 x 4 P.T. STUCCO SOFFIT FIRESTOP WITH 8" x 16" SCREEN VENTS 8'-0"o.c. AT ENTRY, (2) COURSE BOND GARAGE, REAR BEAM WITH (1) #5 PORCH REBAR FILLED WITH 2'-0 GROUT EACH COURSE LEVEL RETURNS Unless Noted BY TRUSS MFG. Otherwise 8 x 16 x S C.M.U. WITH #5 VERT, DOWEL PROVIDE "CASTCRETE" IN GROUT FILLED CELLS PRECAST LINTELS ABOVE ALL OPENINGS 1 x 2 P.T. FURRING 16"o.c. c, 3/4" INSULATION BRD. TWO COAT (R-5.0) ON C.B.S. AND STUCCO FINISH 1 x 2 FURRING 16"o,c. OVER CBS AT SIDES & REAR 1 /2" GYP. D.W. HARDIE PLANK SIDING ON 5/4" x 3-P.T. FURRING WITH 1 3/4"LONG PIN NAIL WITH 145" DIA. AND COVER WITH ONE LAYER OF HOUSE WRAP ON THE FRONT ELEVATION 1 x 4 P.T. FIRESTOP GRADE�r LF-1 4" 3000# FIBERMIX CONC. OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL Typical Wall Section . U �e CL =5 0 U) = N CO L. Lu Z c� C U_ C.0 bJD w ( a Up 00 J n w v O 4� w a -b-) . �.. N LL Q� 0 V O 4-J >< X drawn s.l. checked 8.1. date 9/7/21 scale as noted job number 21059 sheet A--1