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HomeMy WebLinkAboutPLANS FOR REVISION12" 12 4 1 SLOPE 2 Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 911451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails TaLed 4" oo. at^all laps -and two �staggeredLrows 12` o.c. in field, Attach RIGHT ELEVATION SCALE. 1/4" = 1'-0' b/dthick x ds w cut coral finished stucco bands Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with ae1F eeling washer at 12" o.c, max 'pacing over ASTM D (type 2) 30 lb felt u+derlayment installed with min. 4 sida laps and 6' end - laps fastened with comsian resistant tin caps and with 1.25' ring shank nails spaced 40 o.c. at all Iles and two staggered rows 12 o.c. in field. Attach deck to trusses using iLtichment detail on this sheet = Finished Floor — — — — — — — — _ — —_ — - — — — — — — — — — — - 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4" = 1'-0" E z Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco I 2" x 4" top plate 11 1/2" drgwall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base —board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Searing Partition nts Braden It Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E—mall: bradenalascomcast.net Stuart. FL S4949 UAAC000032 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin tags and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 ,111 SLOPS 12 .H. ' COVERED PORCH 6/8" thick light textured stucco on typical concrete block construction REAR ELEVATION WQnne, Building Corp. THE ROYAL Spanish Lakes St. Lucie County Florida 5/8" thick x 8"w cut coral finished stucco bands -ONCEALEDFASTENERSORATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD SCALE: 1/4" - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofrng FL 9111.51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underteyment installed with min. 4' side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet THESE PLANS AND ALL ARE SUBJECT TO ANYPROPOSEDPROPOSED WORK CORRECTIONS 1YBE NENECESBY.FIELDINSPECTORS THAT MAY BSARY IN ORDER TO COMPLY WITH ALL APPLICANLR COGp 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Pelt using Sd nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. ZZ 4 SLOPE Alk MANUFACTURES LAJgM SHOWING u FACTORS AND SHOO OOMPLIANOS WMH F80 RNUDY 00011111 MUST RiMNN 4N ALL 90W AND WINDOWN UNTIL INP111O P1014 ARE APPROVSD ` Y-2" FRONT ELEVATION J /719-vO ST, LUCTE COL��' E Tl-II ^TNC nis7cjt�ti 5/8" thick x E;t('Vt " DFOR O'NIPL NCE coral finished s 6 PLANS PEN. rn gT BE KEPT ON JOB OR N0 P.V9PECTION WILL BE IVLIDE. SCALE. 1/4' = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Balding Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category II Wind Velocity: 165 mph ultimate Mean Roof Height. IF-O" Roof Pitch: 9;I� Internal Pressure CoefFcient: ±0-I8 Subjectablity to damage from: Weathering: Negligible Termites: Veru Heavu Width of Root End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LIDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.4/-51.0 pef Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: S. +35.8/-41,8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?yes Are Components an Cladding Deter Provided? Yea Minimum Sal Bearing Pressure.2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD:45 be FLOOR DEAD LOAD: 10 usf fi I 0 = Roof Zone I Wells Zone 4 IM = Rod Zone 2 Wells Zone 5 END ZONE JOB ADDRESS: \2�-0153 MODEL: Date Drawn Revisions Sheet Comm # 12—BHTB 2-28-18 Impact Glass and rear GARAGE Drawn by: porch slab GARATiE C.C.U. 1 . File C;;y 100 LEFT Checked by: LB D.R.B. OF 5 FLOOR PLAN RAS POST DE TYPICAL NOTES: SCALE I/4" = r-o" C H TAIL N.T.S. high by 4' diameter AREA CALCULATIONS Livia A/C = 17'0 g S ft. Q- 1. Contractor t0 verify ALL notes and dimensions prior t0 steel steel crash post. Floor Back Porch Total = 2i0 sq. ft. roceedin with work. proceeding Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 31-1 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have blab (3/8"t 50 ksi steel plate) Entry = 28 sq. ft. a minimum 1,400 P.S.I. fiber stress. Total Under Roof= 22�5 sq. ft. 4. 5 No dissimilar metals to touch. ALL t'slabs s to ell for hall be min 250 0 PSI concrete ��" 2 �" r," fill Total Cubic Ft = 13,160 oncre us , ALL Concrete used for vertical filled cells, cunt. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.i. grout mix i�q 0 6. Drywall at ceilings shall be leveled and attached to bottom chord Of trusses with screws per FBC R702 3 5 2%," Attach buck to block wall with 1. ALL wood in contact with concrete shall be pressure treated. O O I/4 die. Elco coat screws with min. 1 1/4" penetration at 12" o.c. max and 4" max From each corner thru 2• VTR u 8. ALL wall dimensions are nominal and not finished wall or stud dimensions.„ Exterior face 2" x 4' PT Buck JL 1 9. ALL plumbing fixtures to be low flow. of wall N aria. 1 10. Contractor to Provide Drain at water heater in accordance I I with the current edition of the Florida Plumbing Code. 21 VTR II. Contractor to Provide a 2'-8" wide door at one bathroom for sa wood ,«ew. thru �emb into buck at each hinge and 15° o.c. max and , I handicap accessibility requirements. �„ 2 �" Detail at Door pmor to door attachment (/ 1 I 12. Lowest finished floor to be set by Governing Building Department �„ L" NTS 1 2° 1 13. 5Uf Ve Or t0 Set In field. Separation between residence and garage shall be per FBC R302.6 Master I L.sv. 1 Bath I �,2- 1 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min, rated door SILL BLOCK PRIOR TO BUCK INSTALLATION ,• W.C. I 2• VR I Water Heater Install windows thru buck into a" I block with 3/IC tap -con with1 1/2' penetration at 6" c.c. max.15. Ulan and Cerlrn shall have aflame-s read classlflcation of not rester than 200 er FBC R302.9.1 Prom each corn�erm and 20.° oc. maxKn p g thereafter ai PY'approvelx IT sinkg 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than .450 per FBC Il peg R302.9.2 Exterior Pace at head and sill p 11. All exposed attic insulation materials Installed on attic floors shall have a critical radiant of wall Buck to be 1' x 11' PT Kitchen 2° 1 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies 1 materials exposed on the underside of the roof deck or on the attic walls shall comply Lev. with F.B.C. R316 - see permit info box of code edition 18. G�( psum board material shall conform to ASTM C3Ie, C19, C415, C514, C630, C931 I'x4" P.T. Buck nailed to 3• C960, C1002, C1041,C1117, C1178, C1218, C1395, or C1396 and steal be installed with case hardened nails w.c. nor to window attachment Detail at l�IP1dOW5 prior according to the following: (FBC R-102.3.5) Masonry Beam Bath #2 Ned sing options for installation of drywall into I" x 6" P.T. Buck nailed block with case hardened prior to door attachment to / NTS nails $, s- Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8' long with 19/L4' head 0.098' diameter x 1 1/4' Icing annular -ringed or Sd coder nisi y2 „ 0840"h diia OR 1 5/6' long with Walls Either 16" all IL" Direction 15 OR Gypsum board nail 0,08V din. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8" long with 19/44" head 0.098" diameter x 1 3/8' long annular -ringed or 4d cooler nail s Walls Either IL" all IL' 0.092" dm.OxR 1 1/B" long with Direction 1/4" head OR Gypsum board nail 0.0915' die. x 1 1/8" with 19/64" head. / Install SGD thru buck into {•' block with 3/16" tap -con with penetration at 6 o.c. max. y- ; From each corner and 20." o.c. max ;:j^`"•;t` thereafter at head per product approval O O Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. From each corner and 20" o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door :•`:`:,;, sliding door C.O. To Septic PLUMBING RISER 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, ` Masonry Well A108.1, A118.1, A118.3, A136.1 and A131.1 tr I 1/2" N 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM , C1288, C1325, OR CII18 and installe I.A.W. manufacturers recommenditrons shall Bottom Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shouer areas. Sill Install SGD thru buck into 21. Insulation includingfacings such as retarders or vapor permeable members installed block with 3/14" tap -con with 9 p 1 1/2" penetration at 6" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S I I d 1 n g Door D e t a I I from each corner and 20." o.c. max Shall have a flame spread index not to exceed 25 With an accompanyy�gg smoke thereafter at Jambs per product approvalJamb developed index not to exceed 450 when tested III accordance withASTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails j spaced 4' o.c. at all laps and two staggered rows 12" o.c. in field. Attach if deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal 1 hurricane anchor at each truss 12 with (iO) IOd x 11/2' nails PRE-ENGINEERED TRUSSES t 24" o.c.) supporting Max. 18101ba. 4 F at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) t Aluminum Drip �� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth firssh 2" x 6" Sub -Fascia Two rows of beam block filled with concrete end (1) 95 bar cont. rn each row. Substitute Kaycan full o vent vin I sortie installed precast lintel filled with concrete and (1) #5 bar for bottom over openings using 1/6" din shank x I5' long gals. Cont. row rooting nails with 3/8' die. head per product approval - see chart sheet #1 1/2" drywall over I" x furring strips a{ IL" o.c. with R4.1 fi-Foil Insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes ro Mortar to be Type "P1" on] proportioneE per FBC R601.1 block construction and Mortar fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete sand at each filled cell (1) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 6 xV #10/10 WWM on 4 mil Visqueen over clean compacted termite treated fill Grade r_ I- =� I I 1 I I 1 I I I I KEl I I I�''- " i-Ill l 14" x 14" Concrete Boeing 14" with (2) #5 bare cone- and #5 �' O.C. T Y R I C A L SECTION transverse bars at 4 Scale : 1/2" = 1'-0" Window Schedule Mark Size Roucifi Open. Window Description PRESSURE ZONE I. li'l s"x 5'-3'/ell 54%"x iI Single Hung ZONE 4 2. V-2%"x 5'-3 Ve" 15' x i %;' Single Hung ZONE 4 3. 2'-2" x 3'-2W 21%'x SOW Single Hung ZONE 4 4. 3'-1" x 5'-3is" 38" x 43'/4' Single Hung ZONE 4 S. 4'-5 i/s"x 4'-2 %s" 544"x 54 V Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 91-O• X 11-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-0" X 6'-8' 41"i/," x 83%" Flbar lass Panel - Inewing ZONE 4 C 6'-O" X 6'-8' 14' x 81 %" d naffs" sliding Glass Door ZONE 4 D V-O" X V-8' Solid Core - Wood - L-Panel-BrFold Finished 24' x 81 h" E 2'-0 X C-8" Solid Core - Wood - 6-Panel F 5'-0' X V-ell Solid Core - Wood - 6-Panel - Bi-Fold G X-B" x V-8" x I V Solid Core Wood, Steel, or Masonite Door H T-8" X V-8" Solid Core - Wood - 6-Panel J 2'-La X C-am Solid Core - Wood - 6-Panel - $rFold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL HSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I rough opening dimensions to be verified by contractor Lmanufacturer s specs prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34996 UAAC000032 3'-I� TO 3'-10 Ys" EGRESS MASTER BEDROOM ��� 8'-O" A.F.F. q - Flat Ceding =ui a- 35'-O" J 21'-0' 10'-01, _ 1 10'-4" 1Z� x 12" Concrete column - block filled with concrete at (2) #1 bars vert. tied into Ilntels above FORCH WIRE LATH t STUCCO CEILING 12'-8" 4" ° C14 0 1 a- 8'-O" to T-8" A.F.F. Varnt to be y Vaulted Ceiling 34 Ys"high ( I 0 I At 20' 8" Rod t Shelf GRELAT ROOMI H.B. r I � ir ° ° M, I r 2" x 6" knee -wall rro L O S E I to below counter top 0 I� LIKEN N --- QL allI Rod t Steel ul w ® �. I DWi � oI DINING tJ5 _ ROOM +41" HIGH WALK 8'-O" to T-8" A.F.F. O° I Vaulted Ceiling 8'-O" A.F.F. ° Flat Ceiling ( 1-1/2'. VERHANG d- ory © ° KiTCHtN------- - Upper cabinets to extend over Ref. N ° NON -VENT THIRD 4'-0" ° BEDROOM I off„ G _ _ it it e'-O" A.F.F. to at Ceding b i# A/ C 1Provide R-il at,. Inedttxm I 22" x 54' H. ry A Aght vtic auto nttic uth fight- closer � �a� 1 3'-4„4„3O„4"* - 1 Steel Bellerd �Sae J3-UO' detail on this sheetL Q_�IJ 6 LL I50 m Linen Dou p O le Panel Hanging D H n in ° 2- s 11 E B'�- "H GARAGE ° n b e'-4" A.F.F. 10 3aYzyhig be I I o H.B. v ( ) Flat Ceding \ n_ O ---- i - - - - - - - - - - - - - i �aan� anging - t :r Block wall in - Sna IV - I to be garage j struck block i IA tr o- MT ° ° b ° 1 EME EGRESS GENC J ° I I I 1 4' S„ rnm I I , �0OD I I N= ° u 0 0 0 0 ° o I o O SECOND - O '2-a-O9 B E D R O O M jlii8'-Ql' A.F.F. , Flat Ceiling 3'-4" 9'-0" 15'-loll Wcmne Building Corp. THE ROYAL Spanish Lakes St. Lucie County Florida ! I wn;WMMAM� MODEL: Date Drawn Revisions : Sheet Comm 2-19-18 3-1-18 Impact Glass and rear GARAGE Drawn w uV" porch slab 2. 12-100 LEFT Checked bg: Filc CopyB D.R.B. OF 5 STRUCTURAL NOTES: 1. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL -UNIFORM 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 10. DESIGN LOADS ARE AS FOLLOWS: 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF 0L+LL) = 41 PSF WiND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3 SOIL POISOINING ANDCOVER POISON ION BEE ACCOMPLISHED OUTSIDEWITHIN OF FOUNDATO II. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL, WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR MACHINE COMPACTED FILL 12. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BARRIER ON TERMITE TREATED, CLEAN 12 MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. (MINIMUM 95% DENSITY). LAP POLYETHYLENE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE, 5. LOT To BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF FOOTING: 3" BUILDING CONSTRUCTION BEAMS: 1-1/2" 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB, 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15, USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1400 PSI ATTENTION OF THE ARCHITECT. I& ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 1Z ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATIONF L / I N I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision -4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at -48" o.c. max. Provide (I) filled cell on each slde of openings up to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-Il" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" O.c. unless otrherwise noted (see section) L Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for Soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-301 Steel. `i. Provide a minimum of 3" concrete protection at footings aid 1-1/2" concrete protection at beams for ALL reinforcing tars. 95 bar vert. w/ 30" overlap — at each filled cell t WE ON5 AL 4" concrete slab with fibermesh OR Vxb' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill = II_lii I_ _I 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL i SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per Q. foundation plan N 10" (2) U5 bars cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" IT x 12" concrete column block filled with concrete and (2) 91 bars vert. tied into lintals above Top of Tooter 16" below finished floor_ Wigs fEB111EEa Verifg house slab height in field -,,,,,30"x30"xl4" concrete column footing with (4) 45 bars each way 3a" COLUMN FOOTING DETAIL E 1/2" = I' Thicken edgi to 8"x8' with concrete and one 45 bar :ontinuous GRADE, \ POP tt5 bar vert. w/ 30" overlap at each filled call -11 Adjust curb heght based on gar, boor slope. 45 bar in curb \ GARA SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14'W x 14"D MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS i= 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"111 x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"111 With x 141.0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill SLAB EDGE DETAIL SCALE 1/2" = 1'-0 " \SEE TYPICAL �ECTIONS 4' concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O' M� - 14"w x 14"d concrete monolithic �Ifootina with (2) #5 bars cont. URB DETAIL SCALE 1/2" = I' -Oil 2" x V FT wood secured orth \ 3/8"ilia. x 4' anchor bolt at IS' o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERM17 INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical sod treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O i .•r - Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34996 #AAC000032 H.B. — — — — _ O 10' -O" I Not ImIuld U1 12" x 12" concrete column block fell zk with concrete and (2) #1 bars ve Into lintels above — — — — — 1 v FI y y F L QL 1 ❑ Filled cell under FI I girder above 1 18 24" Rear Porch Slab to I be poured separatelg I r J from House Slab. 1 I d) Thicken footing to N L �I 24"w x 14'd x 24"L u 1under filled cellunder girde74" x1ruel Igr -- 1 Rear Patio/Slab tobe flush with bottom ofsliding door recess. Slope I"slab with fibermesh OR 611x4" #10/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I FI I I I °1 I° I V u i ° 1 F- I o F- 1 IG °I I° I I FI 1 1 I ° I� 4'-0" 1 ❑ o a o O y�i I A/C ° r—--------w.H. I G I I #I I I F�7 Jill II See detail onallthis sheet I I I <1 I I I I I 1 1 I 4" concrete slab with fibermesh OR 16"xC #10/10 WWM on 6 mil Visqueen over I I clean compacted termite treated fill I I I o -i I N ©I I � ❑ "I o I N 11 FI W 5 ( p ° a 1717 ° I � N F51 � I w 1 F5 IL Recess for I o 1 O L --- Gar2q,! Door — —— J° N F ° — 0 I C I I I I I I I I I l ) 9'-0. 3'-6" 2'-8 2'-8' a'-2" 9'-C, is'-lo" le B-111-E WLInne BuildingC — Or h MODEL: Date Drawn 2-19-18 T� EI ROYALE GARAGE Drawn bg: LEFT C.C.U. Spanish Lakes Checked by: St. Lucie County Florida D.R.S. Revisions : 3-1-18 Impact Glass and rear porch slab LL H.B. v 1 3. OF 5 Comm 4 12-100 Filkopy PANEL "A" Piles BR Load Wire Description are# sec# Description Wire Load BR Poles 2 40 �.O ku #8 A/C comp 1 2 AHU 310 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gel. water HTR 5 L Ran • #L 12.0 kw 50 2 7 8 1 20 1.8 kw 912 Pump 9 to Droar 410 5.0 kw 3o 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 14 Refrigerator #12 1.2 kw 20 1 1 20 LS kw $12 Kitchen S.A.C. n Is Recepts #12 20 1 1 20 1.5 kw 812 Kitchen S.R.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 21 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recapts #12 20 1 I It, $14 General Lighting 29 3o Recepts #12 20 1 I IS #14 General Lighting 31 32 Recepts #12 20 1 I IS #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 19 #14 General Lighting 35 31; Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3T 38 General Lighting #14 is I 1 20 0:12 Bathroom GFI 39 40 General Lighting #14 15 I - spare 41 q2 8 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total( atts) General„Lighting (3, watts sq ftJ Small, Appliance, Circuit(s),,, ,,,,,,,,,,,,,,,,,, ,,,,,,,, RaDge.... ...... .......... .. .. ... . Microwave..................................................... Dish,Washer................................................... Clothes„Washer............................................... Clothes„Dryer................................................ Water Heater Water Pump .................................................. 1135 5, 055 2 _3 1,500 3000 I 12,000 12000 1 1200 1200 1 1,500 1,500 1 1200 4200 1,200 5,000 4,500 L800 810 1 1,200 1 5,000 I 4,500 1 1.800 1 810 Total Watts 31415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10;4L6 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,9-4 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sy Double Pole switch ® Eyeball Recessed Pa Push Button switch -Or Exhaust Fan =E) Duplex Outlet -4�- Ceiling Mounted Light Special Receptacle 0- Well Mounted Light Waterproof, ground fault interruptef Light with Pull Chain (attic) ® Floor Duplex Outlet @ Computer Connection Jack Fc-ml Carbon Monoxide Detector Flood Light T Thermostat i9 Electrical Panel ® Central Yee 8 Electrical Meter ® smoke Detector Ceiling fan © Television Jack Telephone Jack nc vein A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up El I Intercom 0 0 139 CFM loxiox1 MASTRR BEDRO M 139 CFM Iox10x1 F1 `yF 12xl2xIO B/A Not Included On This PATIO/SLAB PORCH I I 163 CFM IOxlOxl II Center Rbgisters on telling ran I 12x12xl0 B/A R 1 •Y GREIA ROO Vent thru o. KITCHEN 12 I m 144 CFM �� r, 12xix1 A/C 22" x 54" Attic Aces" # I I with light L _ - _ - 4 0 Steel Ballard -/ See detail on this sheet SEE MANUAL "J" and Energy Calculation 150 Am for Unit into Panel p GARAGE lf�= JUNCTION BOX TO SUPPORT A FAN A/C dwc. a = THERMOSTAT LOCATION r 1 I I B/A = Balanced Air I50 #2/O Aluminum fesi i1CB I I Electric Notes: I h° Conduit PANEL I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M TE service and provider. AHU I I 4. 5. ALL paddle fans shall be on a rheostat. ALL bath and kitchen receptacles to be GFI protected. 2" PVC ( FPL 6. ALL exterior outlets to be IIIP/GFI protected. MINI 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2° ngia eervu FPL ®°rt�5#�aa`°pR�a" .lab 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrtgg rant Imes that are run thru slabs must be sleeved in PI/C F.LECTRICAL RISER II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical - Contractor shall uaaAL-CU Lending luga. NTS contractor, the completed s stem shall be fully operative. lees, - Contractor shall toque lugs I.A.W. 13. Contractor shall pay for all permits, testing, and manufacturers recomendations which inspections including blower testing where required. Shall be verified prw to construction 14. All work shall be coordinated with other trades to avoid iq, The electrical stem shall be completely and effecttvel interference with the progress of construction. grounded as regmred by the latest edition of the N.E.C. 15. All required insurance shall be provided for protection against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and �24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility ;25, Dryer Vents to be installed per FBC RMIS02 and telephone comaanu. 12x12x8 B/A I ti � 1 � I � l L� I I II 2d20 1 I i R�qA1 i lull" I 12x12x9 B/A 163 CFM IOxlOxl DINING ROOM THIRD BEDROOM 84 CFM I"x6 13 FM xx4 Vent � III H 11I -1 Vent t - 4thru 215 CFM 12x4x1 SECOND BEDROOM MECH.4NiC,4L L/4\ OCUT 0- THERMOSTAT LOCATION SCALE: 1/4" = i' - O ii Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL S4996 UAAC000032 Exhaust Duct Thru Soffit, 4" Exhaust Duct Thru Wall WP GFC Install owlet under disc.f/" �� not shown or p clarity AiC 0 I MASTER BEDROOM Inclbd6d4 rPI 1hk i \ t i � I\ PORCH \ TV \ I \ I -- - GREIAT ROOM MenaoCd&Dst tar II I ,I C� CLO�E l 1 M6:71 Fm�� �N I I I II II r FCI DINING ROOM a IT N �\ 4"_,_V-2" _,I3,tz--------- g 42"h Gi bi --" x S4tic Access with light L---- i \ 4"8 Steel Ballard -� \ See detail on this sheet Pull chain \ light in attic PC 150 rRm\ OPTIONAL PANEL Panelp \ IN, OCATION \ 42"h GFCI \GARAGE � \ �I Garage 1/,JjJh/ Door Opener ------- i I I I I I I I I � I � I I I I I I I I I I I I I THIRD BEDROOM Smoke / Carbon Manmade Detector Combo under AHU I I ©O ra I ~\�db BEDROOM � / I b ELECTRICAL CLAN SCALE: I/4" = I'-O" 9.1 Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = iL58 sq, ft. required Provide A Continuous Vented Soffit Wynne Building Corp. THE ROYAL Spanish Lakes St. Lucie County Florida WP n.Q \Center Post Light on 0 otu This corner i vs a.- Post Light with m a Photo cell E> o�2 m MODEL: Date Drawn : Revisions 2-19-18 3-1-18 Impact Glass and rear Drawn bg: porch slab GARAGEC.C.u. LEFT Checked by: D_R_S. Exhaust Duct Thru Soffit Wire For Front Post Light