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HomeMy WebLinkAboutREVISION BUILDING PLAN 5-9-18C+7Iff is go. Sv crimp meti woodF screw& with self (type 2) 30 lb felt laps fastened with co spaced L o.c. at all dpeck to trusses using ached to plywood deck using #9 x 1.5" sr at 12" o.c. max spacing over ASTM D installed with min. 4 side laps and 6" end ant tin cap& and with 1.25' ring shank nails staggered rows 12" o.c. in field. Attach dater an this Ahmat _-• -..-- __-_-- _-„__ b/ O-' LnlcK cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4' - 1'-0' gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 sjL ga. 5v crimp metal roofing attached to plywood Back 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 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet 5/6" thick x 811w ci coral finished stucco banc Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood neck 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 V and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all la rps and two staggered rows 12" o.c. in field. Attach deck to trusses usina a_teri.ma"It Amfm nn flu. .L..t 'r•--• ww•w.w�V ' IIIVn YYY YVI 5.1 block construction finished stucco bands ELEVATiON NOTES: REAR =L=VATIO>\1 SCALE: I/4' - I'—O' - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at +12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 12 SLOPE 4 5/8" thick x 8"w cut oral finished stucco bands 3 \-5/8" thick light textured stucco on typical concrete block construction _—---------------------------------------------------------- RIGHT ELEVATION SCALE: 1/4' 1'-0' 1L.r. coral finished stucco bands Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #IIL51.12 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 underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails dpes aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet 0 Finis Flom Finish Columns with 5/8" thick light textured as 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction 2" x 4' top plate II 1/2' drgwail ceding on truss bottom cord base -board I/2" drywall on 2" x 4" studs at IL" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6'xV #10/10 WWM on L mil Visyueen over clean compacted termite treated fill interior Non -Bearing Partition Braden it Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net FRONT ELEVATION S W(unne Building Corp. i me �.jrana c 5 anish Lakes S . Lucie County Florida THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRWORK RI`WUIRED BY FIELD INSPECTORS THAT MAY BE COMPLY WITH ASLL APPL CABLE To CODES. SMOONIM a aSNOuO3"SNI'QNO 301Snn3000. VNON"1136 ss ONE dito 001 4 8 4 OBy M ' v93WU0bdl)Nyn7W 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using ed nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 CONCEALED AETH FASTENERSORATT, ARE THE RESPONSIBILITY OF THE CONTRACTOROFRECORO ,-- 5/8" thick x 8"w cut coral finished stucco bands )'-4" A.F.F.% ST. RF.ti701I ED 1'0RnemPT ad u�i DATL, SCALE: 1/4' = 1'-O' PLA C$ AND PtRMT SfUgT 19E KEPT ON JOB 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 Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Bmldrng D n is: Enclosed Risk Categor • II Wind Yelocdy: I65 mph ultimata Mean Roe Height: II11'—OO•Roof Pitch: Internal Preasure ant: tD_II3 Sub,lectobdrty to damage from: Weathering: Nealicuble Termites: Vera Heavu Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate %igd Exposure Classdreiaitron: C AAJuatmant factor for xpowre 1-(eight: 1.21 x O.L - 0.11L ,qggD deal n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL, 0.LDL+04 L Components It Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 pat Roof Zone: 2. +20.4/-51.0 pal Roof Zone: 3. +20,L/-84.0 pot Components t Cladding Wall End Zone Width: 3'; 4' Components t Cladding Wind Pressure (NET) Wail done: 4.+355,8/m3.-I pat Wall Zane: 5. +35.a/.8 psf Components ! Cladding Wind Pressure (NET) on Garage Dow.+32.0/-40.3pat Shear Walls Considered for Structure? Continum Load Path Provided? YYeeaa Are Components an Cladding Dew Provided? Yes Minimum Sal Bearing Pressure:2300 par, PreaumpUve: X Bg Test: psi This BwWing Shall Have th� Followng: APPROVED aHUTTERat IMPACT GLAUs pOTHs NWTHlR: ROOF LIVE LOAD: 31— pet ROOF DEAD LOAD: 10 pal JOB ADDRESS: MODEL: Date Drawn Revisions 12-15—I1 2-28-18 Impact Glass and Rear GARAGE Drawn bg: patio slab extension a r l t on RIGHT C.C.U. SCANNED Checked bg: BY D. R. B. 3T LUCIF COUNTY or - 1 Roof Zane I Walls Zone 4 E3; Rod Zone 2 walls Zone 5 END ZONE Corner Zones Rod Zone 3 copy FLOOR PLAN 1*_� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/41' = 1'-O" N.T.S. 1. Contractor t0 verifyALL notes and dimensions prior to steel high by 4" diameter p steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have sla (3/e"t so ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2�2" 2'/a" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix X3/8" ° 6. Drywall at ceilings shall be leveled and attached to bottom chord o trusses with screws per FBC 1-,102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 21h" 21g" handicap accessibility requirements. h„ h° 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All ex osed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation i" x L' P.T. Back block with case hail materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door III with F.B.C. R314 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CGILO, C1002, be C1041,0111, C1118, C1218, C1395, or C1396 and shall installed according to the following: (FBC R102.3.5) Drywallraming Thickness Location Orientation ember Spacing Maximum Max. a akin of fasteners Nail lung options for installation of drywall into wood im g members 2' x min. thickness Nods Screws Ceiling Perpendicular 24" in 12" 13ga 1 3/8' long with 141/64" head J2 OR 0.048" diameter x 1 1/4' Iong annular -ringed or 5d coder nail 0.080' dmaRx 1 5/8" long with 15/64" head Walls Direction IL 8" IL" OR Gypsum board nail 0.080 die. x 1 5/8" with 9/32" head. Ceding Perpendicular 24' 7" 12" 13ga 1 5/8' long with 19/L4' head 0.098" dlam°eter x 13/8" long annular -ringed or Ld coder nail OR 0.092" die. x 1 l/8" long with 1/4" head Walls Either Direction IL" e" IL" OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/14' head. Install SGD thru buck into block with 3/IL" tap -eon with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 11/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apArrc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru AI08.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. insulation including facings such as retarders or vapor permeable members installed Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" WI 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 L" and 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 Simpson HETA 20 or equal hurricane anc or at e9ch trues with (10) 10 x I I/2 nails ( 24" o.c.) suppporting Max. 181olbs. uptd't .� i'RE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip \R-30 blown fiberglass Edge t Fascia in bottom chord or trusses I/2' drgwall with smooth finish 2" x L" Sub-Pascin Two rows of beam block filled with concrete and (1) #5 bar cant. in each row. Substitute Kagcan full o vent vm soffit installed precast lintel idled with concrete and (1) #5 urrig 1/e' die shank x .5" long galv. bar cost. for bottom row over openings roofing eels with 3/8' din. head per product approval - we chart sheet sl 1/2" dr wall over In x Purringg strips at IL" o.c. with R4.1 rrrod 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 Tand shall meet all pertaining ASTM codes. ro block construction Mortar to be Type 'M" onl proportioned per FBC RLOl.I and Mortar Jonts shall comply with FBC R607.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each Pilled cell l) #5 bar vert. (typical). Max spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mill Visqueen over clean compacted termite treated fill " Grade 'Iil� IIII=III III I.�":� III1ililllll��;,!I!1= IIII- �iI,,,IIIIIIII �I I III Illli��,llll 1 i i - 14" x 14" Concrete rooting 14' with (2) #5 bars cont, and #5 TYPICALSECTION transverse bars at 48" O.C. Scale : 1/2" = 1'-0" to Masonry Beam nails Head fixed door sliding door f v2„ AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR I I I 21' VTR Masterr�/I JiL Bath I I iLevv. I 2' I Lev. 1 y 1 2" VTR ILL JL I I I Kit. emk I I Kitchen 2- I I I 3" Lev. W.C. Bath #2, a• C.O. To septic PLUMBING RISER 2' 611 I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I1." tap -con with Sliding Door Detail I I/2" penetration at L" o.c. max. from each corner and 20." o.e. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Roucih O en. Window Descri tion PRESSURE ZONE I. 4'-5i/s"x 5"-3%d' 54Ya"x L3%4" Single Hung ZONE 4 2. 6'-2ie"x 5'-3 fie" 15' x 631"4" Single Hung ZONE 4 3. '-2" x V-2 1/2" 21%1x 38%° Single Hung ZONE 4 4. 4'-5%"x 4'-2�e" 1 54%'$x 54Ye" 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0' 108' x 84" Overhead Garage Door ZONE 4 B 3'-0' X L.-S. 41%1x 83%" Fiber lase Panel - Inswing ZONE 4 C L'-Off X 6"-8' T4' x 81 '/," 7 °o 1oI` Shding Glass Door ZONE 4 D 2'-O" X L'-sn Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 i2" E 2'-L' X 6'-8' Solid Core - Wood - L-Panel F 5'-O" X L'-84 Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8' x V-8" x 1 %" Sohd Core Wood. Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - L-Panel J 2'-L' X L'-ae Solid Core - Wood - L-Panel - Bi-Fold K 2'-8' X L'-as Solid Care - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Braden E 11 M as, sal fNal■ aa:a�6sa i7a`j� 12" x 12' Concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch EGRESS Fan u it i ro c MASTER - 8'-0" to 9'- " A.F.F. BEDROOM , Vaulted eiling 8'-0" A.F.F. � G R A T Flat Ceiling NtL ° R OM o © I cr I N Rod Shelf ° L'- 31, �I 34Y,hg e ° �r 1 j 1 �® H.B. 8'-0" to 9'-8" A.F. . 2' x L" knee -wall 'EL SVarl l °� ° Vaulted Ceiling I below counter top OL I lJDININGI _ _ROOM `'N"I 6 \F e" Rod SheeeNT r 0�if Vanitg to be I 34 Y2' high I ' I SAT m O I High BWall �I T C H E N ° Vent ryer throug wall N - - Uver-hang - 8'-O" A.F.F. o o r" Flat Ceding UTIJQ 4'"10'-51, -O"O �I pper ca inet& to extend over ef. , A T H6I Qi�y R.►. � I 4Pd1� N Rod t Shelf _ _ 77 8'-0" A.F.F.OIL otjc Flat Ceding zo va II'-L" ~ ITN m\ SECOND o � N BEDROOM 0 EGRESS r 12" a p crete Iin/ I Install windows thru buck into block with 3/IL" tap -con with 1 1/2' penetration at V o.c. max. from each corner and 20.' c.c. max thereafter at iambs and 20" o.c. max. Exterior Pace at head and aiper product approval of wall - / Buck to be In x 4" PT � 1 �J 'it steel Ballard m > 18 I�" 22 i4 detail on this shoe 3 o z Attic Access Provide auto light I closer L Ir a a � -Nth - -J 2„ 4" s 150 m P GRESs GARAGE T e'-4" A.F.F. O Flat Ceiling kY O s column block filled C VER D 2) #'1 bars v rt. tied 0 R C tels above r-----------------i L-- Block wall in garage to be struck block I / I I I 4'-2" Exterior face eter Attach buck to block wall with 1/4" din. Elco conk screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru 2" x L' PT Buck v\I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT �_#e Wood screws dock with case hardened nail& ON ALL JAMB, HEADER. AND at each hinge a Detail at Winn ow S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door at INSTALLATION NTS NT Architects 1=ax -mail: t Braden AIA, PA w nne BuildingCorp.ate p� Drawn : Revisions : - Planners -� 12-15-1'1 2-28-I8 impact Glass and Rear 411 S.E. Coconut Avenue The rand Carlton GARAGE R GA Drawn bg: patio slab extension Tel : (112) 281-8258C.C.U. Spanlah Lakes : (112) 281-8283 bradenaiaecomcast.net Checked leg: C1 'AAQQL Iee.ennnnna") St. Lucie County Florida D.R.B. jamb into buck o.c. max and 5 I File Copy r_1T — — — — —i .TURAL MOTES: 34'-O" 14'-0" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOiL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. Ii. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI iN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR To FORMING SLAB. -1. 1 4• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 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 I�- ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FOUNDATIONFLAN PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all 4. Verify all recess thickness at showers, tile, etc.... excavation, backfdling and compaction is complete. S. Contractor to provide filled cell With concrete and 1 45 bar Vert, at 48" If soil area is disturbed after initial chemical soil treatment O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" Wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6'-O" to 9'-I1" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-i6 and A-35 specifications. ALL Anchors to be A-301 steel. 9- Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap Thicken edge to 8"x8" it EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 6"xb" #10/10 WWM on 10 mil Vlsqueen over u 'Bus clean compacted termite treated fill m 2q 4" concrete slab with fibermesh OR GRADE F Vxb" #10/10 WWM on 10 and Vlsqueen over ,::ur;;t.. t;:;:;;:: :•.,.:r2 u clean compacted termite treated fill °D _ c,raaeIII J N®tllncluded On This Permit ,41 71 —IIII— III 14„w x 14d concrete monolithic SLA PORCH B EDGE DETAIL 1 footing with (2) #5 bars cost. SCALE 1/2" = 1'-0" 14" l #5 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2a = 1'-0a at each filled cell SEE TYPICAL ECTIONS 8„ 4" concrete slab with fibermesh OR Adjust curb height OxO #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. 0XV #10/10 WWM on 10 mil Yisqueen over #5 bar cont. #5 bar in curb clean compacted termite treated fill Step per 0'-0" Grade ;..a foundation plan =IIII= 101, (2) #5 bars Cont. bottom steel MIMIM IIII III —I 14'w x 14"d concrete monolithic footing with (2) #5 bars cant. 121, 14" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2' = 11-0' GARAGE CURB DETAIL 12' x 12" concrete column block filled with concrete .and (2) #1 bars vert. tied into lintels above Top of tooter 16" below finished floor Verify house slab height in field 30" TING DETAIL 30"x30"xl6" concrete column footing with (4) #5 bars each way = 1'-O" 2" x 6" PT wood secured with \ 3/8"dia. x V 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 N T %C IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O" 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 III Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue 1B Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaacomcast.net r uded IO.jqq . r ----- 0 + o J o a „ y y y y i i y i o „ o 0 1 — — — — ° — — — — — — — — — — — — r —� Pilled cell under - IO girder above OI I FI ° Q ao o Rear Patio/Slab l to be poured separate L , from the house slab. N ° r Thicken footingg to I ° I i 24"w x 14"d x Z4"L FI I a O under filled cell ° .° J under girder bearing. Or — — — —— 1----- \ — -- ( ° Rear Patio/Slab to ° I be flush with bottom of sliding door recess. I _{ I Slope 1/2" I i I -{ I { I of 0 I I ° I 4" concrete slab with fibermesh OR I 6"xb" #10/10 WWM on 6 mil Visqueen over ° clean compacted termite treated fill I7 I FI 01 I I I° �- ° I° I 7707 Oo7cv—q 11 of— -- -- r — — I j 404 Steel Ballard Ofilled w/ Concrete I �I j� I I�3:��1 1 o I ��o I I I I oQi gE I e �` I J ❑° A o I A�� O I / a ai U O N I „ L---_—it _—_ �I ' — ° I / IL GOL a .V- UJI a Ir N r Ot---- Recgess for YJ —� ,° — --------- °° ° ° ° ° .Mara e 15oor , , ra L— T12concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above W nne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida 3'-5" a"* A/C FOOTING SCHEDULE Mark Sane Description I 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS iT 17111 X 128D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS iF 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14'W with x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTI U - CURB a 0'-O" q ;; a Date Drawn Revisions : 12-15-11 2-28-18 Impact Glass and Rear GARAGE Drawn by: patio slab extension RIGHT C.C.U. Checked bg: D.R.B. OF 5 File Copy Included On This PANEL "A" Poles BR Load Wes Description crco# eira# Description Wire Load SR Pdes 2 40 1.0 kw #8 A/C camp 1 2 AHU #la 3.5 kw 30 2 40 gal. water HTR 3 5 4 L Range 2 2 30 4.5 ke #10 #4 12.0 kw 5o e 1 20 1.8 kw 11:12 Pm,p 9 10 Druer #I0 5.0 ke 30 2 11 12 I 20 1.5 lee 912 13 14 Dishwasher #12 1.2 lee 20 1 1 20 1.5 ke #12 Microwave 1s IL Rerrigarator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepts 812 - 20 I I 20 1.5 kw #12 Kitchen S.A.C. PI 20 Recepts #12 20 I I 20 1.2 ke #12 Clothes Washer 21 22 Recepts $12 - 20 I I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 I I 20 1.4 kw #12 25 24 Recepts 612 - 20 I I 20 1IA2 km 1 #12 21 28 Recepts #12 20 I I 20 #12 General Lighting 29 30 Recepts #12 - 20 I I 20 812 General Lighting 31 32 Recepts 3112 - 20 I I 20 812 General Lighting 33 34 Exterior GFCI $12 - 20 I - I 20 #12 General Lighting 35 36 Bathroom GPI #12 - 20 I - I 20 #12 Smoke Detectors 3-1 38 General Lighting #12 20 I - I 20 #12 Bathroom GPI 39 40 General Lighting $12 20 I - s are i1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting. f 3 watts sg. Pt;) .......... Smell. AppliancF, Clrcullils3................................... ,Rang? ..... .................. ......... ...................... Refrigerator ....... .... Microwa ......ve ........................................................... Dish Washer ,Clothes„Washqr....... I ...................................... .Clot<hoA.Pr114r................................................ Water Heater Water..Pump.................................................. Garage, Door. .Opener ................................ 1135 3 saos 2 1.500 3,000 1 12,000 12,000 1 1.200 1200 I IS00 1,500 1 1200 1200 I 1 200 1,200 1 5 O O 5 000 1 4,500 4.500 I 1 800 1800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10.000 10.000 Remainder 21,416 e40% 1 O 10,944 Electric Heat or A/C 10.000 965% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Swtch ® Recessed Can Light ivy Double Pole Switch ® Eyeball Recessed Ps Push Button Switch y Exhaust Pan Duplex Outlet -¢- Cankno Mounted Light Special Receptacle 0- Wall Mounted Light aterpr ground circuit Light with Pull Chain (attic) ® Floor Duplex Outlet Q Computer Connection Jack ® Carbon Monoxide Detector 412 Flood Light T Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑Z Telephone Jack A oisc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up ID I Intercom H.B 4 Vent thru SOfrit - PATIO/SLAB I I GR AT R AT I I I Center I69 CFM an Registers ceding Pan 149 CFM "�, /F IOxlOxi I WOxl i 1J DINING ROOM 3AT 232 CFM 12x4x9 12" 143 CFM IOxdO)d MASTER BEDROOM 143 CFM IOxdoxt --- �J DB/A LOSET ,%OF iI r ' Tali lOxRO - � O I T I 14 I ! > I 17"_ Atas L Amman _`i' rght _ J SECOND BEDROOM 12xd2x 9 B/A 1J COVERED PORCH = JUNCTION BOX TO SUPPORT A FAN 0 NEC��ANICAL se THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 114" = i'-O" I. Use copper wire only, no aluminum. I1. It is not the Intent of these plans to show every minor detail 2. Prav1 a and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility e. AFCI receptacles are required in all rooms except and telephone company. Kitchen. Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI602 19. The electrical system shall be completely and effectivelg 10. A/C RefriqV� er nt lines that are run thru slabs must be 9 sleeved in Prounded as required9 b the latest edition of the N.E.C. II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all -tees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 14. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-I" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I 1 I A/C disc. itlZlO Aluminum Peed AMP I %, Conduit lics PANEL TE AHU 2• PVC l FPL 2' rigid service PPL Bare #L cop wire to #5 conta i Omar in slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction ---Ypanl.-thriL Soffit eter Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light //C:overed Porch'., / 1 1 / 1 / WP GFCI MASTER BEDROOM v/�� `^ R AT Smoke / Carbon - - R O M Monoxide Detector Combo c A ~ . . 41� I� e �IC .f'r'► `. � ��:rdvivaega;�vonraerns Ir w a 1 renter > 1 BEDROOA� � � v B /\ y. \ GFCI / \ \ P Oi2'C PT I -I r I L" 07 21' x 54" Attie Access no W Op, Pit 15/0 Amp panel location i / Panel Putl them � tight in attics 42"h GFCI Y GARAGE Garage Door Opener I ! I I I I I I N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI A/C Install oulet under disc. L shown for clarltg ELECTRICAL vFLAN N SCALE: 1/1" Y-O" L'-3" Wunne Building Corp. The Grand C Spankh Lakes St. Lucie County Florida 096�Post Light with I Photo well Attic Ventino Calculations EBC 2309.E Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions : 12-15-11 2-28-18 impact Glass and Rear On G RRAGEGHT Drawn by: patio slab extension C.C.U. Checked bg- ID. R. B. OF 5