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HomeMy WebLinkAboutBuilding PlansFinish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"W cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sy 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 6" 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 deckito trusses using attachment detail on this sheet X Nov 2 7 2019 ST. Lucie Counter pennitting 12 4 1 SLOPE COVERED I I PORCH 5 7 1EGRES1. 5/8" thick light textured stucco on typical concrete Z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — block construction -------------------S/78"—tfiTek—>Z­8"wur-—————————————————————————————— — — — — —— coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 24 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 A5TM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet RIGHT ELEVATION u� t Ic Ight textured stucco on typical concrete block construction SCALE: 1/4" of 1'-0" Product Approval Submittal Affidavit Opening Schedule fining Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method DTE�Sg Ezp'Mtion Dattl Design Pressure of Approved Tests 1.2"3 t4 FLU 239.3 Single Hun g g SH-100 Impact PGT 5116" 1/4' dia. Leptons w/ min. 13/8' penetreti n to be spaced per product approval. Contrattor %all adhere to min. edge distances specified in Product approval + 80.0 PSF A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max width IL'-O" max height DAB �s Y'V.It Na sic °. i wi'block Ntc sI, en"ha.:'r h ."isI7s9R" x rI°ik va'.. K4:i :.M°.u.ns a�gj,*y ,Kj� r .da.off ems. - enc4 mirm. w predict approve 10-9-21 + 50.0/-60.0 sF p B FLU 16614.1 Fiberglass Desi nPro/ smooth Pro Jeld-Wen Eleo I/4' ilia. e�con with min 1.25' embedment at 3" max from corners and IS' o.c. max thereafter In head and jamba. + 50.0 PSF C FLU 251.5 Sliding Glass g Door Series 110 SGD PGT 1" nom „ Type GSA° 1/4" dia. tapcons w/ min. 1 3/4' penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2' edge distances specified in Product approval + 40.0 PSF Product NONUMB� Model # Manufacturer Attachment Method VW EYpiration � Design Pressure of Approved Tests Mllili0II3 FLU 2LI.I I" x 2 3/4" x .315' PGT Install per fastener igloo and spacing* shown in Table IA and IS in product approval on sheet 5 of 22. + 58.0 PSF Roof FLU 11651.12 5Y Crimp Metal Roofing and Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached tQ plywood deck using #9 x 1.5" (toe screws wlb Fat under mmnt�installed with min. 4Raad lapsover rand 4' end laps fastened with corrosionresistanttin caps and with 1.25' ring shank nale a aced L' o.c. at all laps and two staggered row 12 o.c. in field. Attach deck to trusses using attachment detml on roof plan - 108.5 PSF Siding stucco on Block Soffit FL# I2198.3 Model T4 12' vented Vinyl Soffit Kagcan Install using 2' x 2' battens at G" o.c. screwed to soffit framing using #8 : 3' wood screws at each truss. Install soffit to battens using dia. x IS' Iona rina shank nails with S/8" dia. head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE 14 2" x 4" top plate 1I 1/2" drgwall ceiling on truss bottom cord I/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 VA." 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woodF screws with sell' sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment 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 ❑�0 11 I= ba. 1 5/8" thick light textured 5/8" thick x 811w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 12 ,SLOPE 4 SCALE: 1/4" = F-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 In. 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" 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 mit S 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 SCALE: 1/4" = F-O" C T 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: I45 mph ultimate Mean Roof Height: II'- " Roof Pitch: 4:12 Internal Pressure Coefficient, ±Q"fi_ SubJectabihtg to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DII DL+O.LWL. O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.1/-32.L per Roof Zone: 2. +20.t./-51.0 pat Roof Zone: 3. +20.G/-84.0 par Components i Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 par Wall Zone. 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walla Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yea Minimum Soil Bearing Pressure.2,500 psi, Presumptive: X Bg Test: psi ROOF LIVE LOAD: -Z!-- psf ROOF DEAD LOAD: 10 pet FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD:1O psf �6000Lila CT JOB ADDRESS.- 1 To L:i4 PITCH [—I = Roof Zone I Walls Zone 4 ® = Root Zone 2 Walls Zone 5 END ZONE Corner Zones ® Roof Zone 3 11 I= ba. 1 5/8" thick light textured 5/8" thick x 811w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 12 ,SLOPE 4 SCALE: 1/4" = F-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 In. 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" 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 mit S 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 SCALE: 1/4" = F-O" C T 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: I45 mph ultimate Mean Roof Height: II'- " Roof Pitch: 4:12 Internal Pressure Coefficient, ±Q"fi_ SubJectabihtg to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DII DL+O.LWL. O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.1/-32.L per Roof Zone: 2. +20.t./-51.0 pat Roof Zone: 3. +20.G/-84.0 par Components i Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 par Wall Zone. 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walla Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yea Minimum Soil Bearing Pressure.2,500 psi, Presumptive: X Bg Test: psi ROOF LIVE LOAD: -Z!-- psf ROOF DEAD LOAD: 10 pet FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD:1O psf �6000Lila CT JOB ADDRESS.- 1 To L:i4 PITCH [—I = Roof Zone I Walls Zone 4 ® = Root Zone 2 Walls Zone 5 END ZONE Corner Zones ® Roof Zone 3 FLOOR {= L AN 4" AREA AREA CALCULATIONS CRASH POST DETAIL A/C = 1120 s ft. 9 q- TYPICAL NOTES: SCALE I/4" = I'-O" rl.T.s. I. Contractor to verify ALL notes and dimensions prior to = 34" high by 4" diameter Back Porch Total 210 sq. ft. proceeding with work. steel crash post. Floor Garage = 31� s ft. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Entrg 28 ft. expansion bolts into g = s q- 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 kai steel plate) Total Under Roof= 2215 sq. ft. a minimum 1,400 P.S.I. fiber stress. L" Total Cubic Ft = 13,160 4. No dissimilar metals to touch. 2�5„ 2�2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.° h" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 2 VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix `" ,3/8" ° 2%2" 6. Drywall at ceilings shall be leveled and attached to bottom chord I I of trusses with screws per FBC R-102.3.5. 2/2" Attach buck to block wall with MASTER2 2„ 1/4" dia. Elco cone screw& with min. BATH I I ` 1. ALL wood in contact with concrete shall be pressure treated. 0 ° 1 1/4" penetration at 12' o.c. max LAV-I �+ 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. and 4° max from each corner thru �" Exterior face 2" x L" PT Buck 2„ LAv-' 9. ALL plumbing fixtures to be low flow. of wall &ilea 2" i 10. Contractor to Provide Drain at water heater in accordance --EI] 21, With the current edition of the Florida Plumbing Code.EEI we -I " LAUNDRY " II. Contractor to Provide a 2'-8" wide door at one bathroom for at wood straws thru,amb into buck 2., at each hinge and 15' oc. max and handicap accessibility requirements. 2�" 2� Detail at Door prior to door attachment 3„ BT-I „ ��" 12. Lowest finished floor to be set by Governing Building Department L° NTS 2' VTR4L 2• AAV surveyor t0 Set In field. 13. Separation between residence and garage shall be per FBC R302.6 ILAy-I 2" 8 I KTICHEN INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND M. Door between garage and residence shall be 1-3/4"t 20 min. rated door SILL BLOCK PRIOR TO BUCK INSTALLATION 3" Water Heater 2 Install windows thru buck into block with 3/IL" tap -con with „ BATH #2 1 1/2' penetration at L" o.c. max. we -I 3" 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 er p FBC R302.9.1 from each corn thereafter,,Ielr and 20.' o.c. max anatwllaper and 20' o.c. max.^ 3" 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior race B 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant or wall Buck to be I' x 4" FT C.O. 3" flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies 71nt materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition T° Septic 18. G�( plum board material shall conform to ASTM C36, C-19, C475, C514, C630, C931 I"x4" P.T. Buck nailed to PLUMBING RISER C40, C1002, C1041,C1111, C11-18, C1218, C1395, or C1396 and shall be installed Detail at Windows block with case hardened nails prior to window attachment according to the following: (FBC R�02.3.5) Masonry Bee I" L"PT B knailedt NTS Drywall Thickness Location Orientation Framing Member Max, spacing of fasteners Nail sizing options for dryywall into Spacing Maximum installation of wood framing membera Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 11/4" long annular -ringed or 5d cooler nail /2 OR Walls Direction IL 8 161.15/44" 0.080" dia. xx 1 5/8" long with head OR Ggpsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1„ 12° 13ga 1 5/8" long with 19/L4" head OR /8' Ion 0.098" diameter x I � g II annular -ringed or Ld d®oler nail OR Walls Direction IL a IG 0.092" die- xx I 1/8" long with I/4" head OR Ggpsum board nail 0.0915' dia. x 1 7/fl" with 19/44" head. x uc block with case hardened o nails prior to door attachment Install SGD thru buck into as:; ; :;::-'': .::.'• ..' block with 3/I4" tap -con with 0 penetration at o.c. max. from each 20." corner and o.c. max thereafter at head per product approval 3/I0 tap -con with NlUse 1 1/2" penetration at L" o.c. max. ; from each corner and 20" o.c. max thereaftOr at sill per product approval � 1" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, n Masonry wall - A108.1, A118.1, A118.3, AG.1 and A13-1.1 -12-1 „= ; 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM } C1288, C1325, OR CIIl8 and installed I.A.W. manufacturers recommendations shall "Botiton'Track "._ Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower 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 pDetail1 1/2" penetration at 4" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Sliding Door from each corner and 20_" o.c. max shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS Insulation shall comply With F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv 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" 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails 1 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip �; Edge t Fascia 2" x V Sub -Fascia Kaycan full o vent vinyl soffit installer using 1/8' din shank x 15" long gals. roofmg nails with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30' overlap at each filled cell Grade 12 4 PRE atN24"oc. TYPERED CALSSES (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses V-1/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) 45 bar Cont. for bottom row over openings 1/2" drywall over In x furringg strips at 16" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.I T and shall meet all pertaining ASTM codes. ho Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC Rf 01.2.1. Provide Dur-O-Rack at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #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 VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill 11=1111 �IIII�j1,1111 IIII I ITI I I. 1''' Ti 14" x 14' Concrete footing 14" with (2) #5 bars Cont. and #5 T Y P I C A L SECTION transverse bare at 48" o.c. Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough O en. window Descrl tion PRESSURE ZONE 1. 4'-Ska"x 5'-3%a" 54ka"x 0%, Single Hung ZONE 4 2. V-2Ys"x V-3 %" 15" x 43 %;' Single Hung ZONE 4 3, T-2" x V-2'/2" 21Y2"x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3 %"" 38" x 0'/4" Single Hung ZONE 4 5. 4'-SWx 4'-2%' 54Ys"x 54Y." I 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 s specs prior to construction Door Schedule Mark S1ze Rough Opening Door Description PRESSURE ZONE A T-On X T-O" 108, x 84" overhead Garage Door ZONE 4 B 3'-0" X L'-8" 41"%" x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X L'-8" 14" x 81 %2" or ra ;mot°' Sliding Glass Door ZONE 4 D 2'-O" X L'-8" Solid Core - Wood - L-Panel-BrFold Finished 24' x 81 %2" E 2'-4" X V-8" Solid Core - Wood - L-Panel F 5'-O" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x L'-B" x 1 %" Solid Core Wood, Steel. or Masonite Door H T-8" X V-8" Solid Core - Wood - L-Panel J 2'-6" X C-8" Solid Core - Wood - L-Panel - BrFold 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 #1 All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction e 21'-0" 14'-0" 10'-0" 1'-0" Opt. PATIO/SLAB 3'-10Y'2 O If Oil °E OD E EGRESS 12" x 12" Concrete column O block filled with concrete and (2) #1 bars vert. tied Into ° lintels above PORCH WIRE LATH t STUCCO CEILING E EE 01 1 1 1 1 19 1 1 1 1 IE T EE E (J Ln O 8'-0" to 9' 18" A.F.F. Vaulted Ceiling 20,1 8„ 1'-O„ 3'-IOY2" MASTER BEDROOM 8'-0," A.F.F. OL Flat Ceiling 12'-8" Vanity to be 34 Y2"high \ ° I r Rod t Shelf GREAT ROOM N O ° J I 2" x L" knee -wall s below counter top I LOSE i vl 1 e„ �w --- ,a t Shelf © DINING "�� / .---I ROOM- -O" to T-8" A.F.F. t4l" HIGH WALL ° Vaulted Ceiling I 1 8'-0' A.F.F. ■ THIRD BEDROOM ■ Ir. L - l0 ,,. Ceiling 0 © 4".Flat ■E3i� ■ i '." I ,/- HIM on -9" 12'-L" SECOND c4 BEDROOM 8'-0" A.F.F. Flat Ceiling 1-1/2" OVE HANG 1 Flat Ceiling -------QtCHEN 61 iN 1 �r Upper cabinets to - extend over Ref` e gain :...•:..•.•...:....WMAINI.VivVe. :......:...• O�1 r�Attic Access R-111 5 GARAGE o A.F.F. 1 Flat Ceiling f----------------- iI jBlock wall in garage to be 1 i struck block I I I I I I I I I I I I I I I F Amp EGRESS E O ° O T-2" 9'-9" 2'-2" T-8" 2'-8" 3'-L" 9'-01, 13'-10" 5'-4" 15'-10" Braden t Braden ,AIA, P,4 411 S.E. Coconut Avenue BFaxArchitects - Planners Tel : (112) 281-8258 Fax: (112) 2 81-8283 bradenaia comcast.net AtiiArr PI '%4ggG ttnnrnnnna.o wgnne Building Corp. THE ROYAL E Spanish Lakes 6600 Lila CT St. Lucie Count Florida y MODEL: Date Drawn Revisions 19 GARAGE Drawn RIGHT Drawn by: C.C.U. Checked by: D.R.B. REVIEWED FOR CODE COMP ST. LUCK-` BOCI A/C c O T a - Sheet 2. OF 5 O v- zo •r O O r O T Ln Comm # �J I I\ 1.1 I U I\ f-t L- I X t./ I I_- %J I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 FBI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 iO. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 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 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11• 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, 5• SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT iN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MiNIMUM Fb OF I600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. 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 IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FouNDAT�oN FLAN 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.... S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" O.C. max. Provide (1) filled cell on each Side of openings upp to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6'-O" to q'-11" 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 214" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction I Contractor to provide for soil test prior to construction and provide a copy of Sol] test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 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. 45 bar vert. w/ Thicken edge to 8"x8" 30" I SEE TYPICAL SCALE: 1/4" = I'-O" FOOTING,, SCHEDULE Mark Size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 14HD COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x 8'D THICKEN SLAB EDGE WITH 1 95 BAR CONTINUOUS F5 t With WithCurb x 14"D at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0' over ap ECTIONS with concrete and 4" concrete slab with fibermesh OR at each Filled cell one #5 bar continuous Vxb" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compac Grade ted termite treated fill coif I1 I I III I= 14"w x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 4"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. foundaC on plan Step er 10" (2) #5 bars cont. bottom steel 12"' 2)DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12' concrete column block filled with concrete and f2) #1 bars vert. tied , . into lintels above _ Verify house slab .. height in field T. Top of footer 14" below Finished floor 30" COLUMN FOOTING DETAIL 1/2" = if PORCH SLAB E - DETAIL SCALE 1/2" = I'-O" #5 bar vert. w/ 30' overlap at each filled cell ii'SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 6"xV #10/10 WWM an 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill \1 \A 0'-0" 0 P F At-\ / —I i III I I— 14"w x 14"d concrete monolithic footing with (2) 45 bars coot. 14" ARAGE CURB DETAIL SCALE 1/2" = 1'-0" 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 soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by 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 E80� Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 2" x 6" PT wood secured with 3/e"ilia. x 6" anchor bolt at 18" o.c. Braden sl Braden AlA4 FA overhead door track secured to wood jamb per manufacturer's product approval Architects - Planners Garage Door Jamb Detail 411 S.E. Coconut Avenue GARAGE DOOR TO WITHSTAND PRESSURES STATED Tel : (112) 281-8258 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT NTS Fax : (112) 281-8283 APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. I E-mail: bradenaia®comcast.net 0 0 Z"- — — — 4 10'-6" i 10'-01, 12" x 12' Concrete column Opt. PATIO/SLA block filled with concrete and I p o l di (2) #1 bars vert. tied Into a lintels above "I ad if o _j Oo ° I I I I I I I 1 TJ� Tunder ° i---- - - - ° - FI I Filled cell i FI I girder above O ty Rear Porch Slab to be poured separately from House Slab. L I Thicken Footing to 2 FI Rear Patio/Slab�to be flush with bottom of sliding door recess. Slope I" iI II _i I I _i r 24 w x 14"d x 4"L under filled cell under girder bearing. I J I FI I I I I I I I i 4" concrete slab with fibermesh OR 6 xb 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill ° I FI I I I f— ' 'I I I I ° I FI o I I ink I a i IO 4J I I H II — — �ao I A/C o a I i w W1 I I o / I 5w step i I = I I I-4"4 Steel Ballard I I Q I I I See detail on this sheet �- I I I 4" concrete slab with fibermesh OR I I6"x6" #10/10 WWM on 6 mil Visqueen over I I clean compacted termite treated fill I- ° I� I FI a I I cti I o -- --L� LU E I ------------J ° ° 1 ❑° I"Se Race" for I FI I arage Dom I i � I I I I° I I � J � FI / 2'-8" 13'-10" Wynne Building Corp. THE ROYALE Spanish Lakes 6600 Lila CT St. Lucie County Florida MODEL: Date Drawn Revisions 19 GARAGE RIGHT Drrawnawnby: C.C.U. Checked by: D.R.B. O T Sheet Comm # REVIEWED FOR 3 , 19 —2 ,4 3 CODE COMPLIANC ST. LUCIE COUN OF 5 h ROOF tJCdle Provide 45 bare with min. 48 bar diameters overlap Into beam. Provide 45 bar set in pre -cast lintel into beam where length of I/2" = 1'-O" s Pilled cell steel into continuous beam block steel- the opening calla for it. — Overhangs i ii at 1 —O unless otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet Provide Cast -Crete = :. , :..?::-_c=�,. ';=+"-:' `• + =' :- - Truss shop drawings to be provided by manufacturer BUS-OB/OT precast `-�--- lintel set in mortar _ - - --- -An changes to this plan shall be submitted to the .,." : „ Min. 8 Bearing - - = - -- --- 12"x 12" Column Block -#1 Rebar ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Max. Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 14 6" 8d ring shank ib psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan Concrete / Lintel ovide PT Buck :ached per jamb ails into filled a 4" Pre -cast Sill arc Itect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled cell _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bare with min. 48 bar smote" overlap in Pilled cell. Tie Pilled cell steel into continuous Pooter steel. C orals Anchors Per Poured Concrete or / Ma ufacWrers Specs concrete block was ,I/4'MaSc Concrete Footing (see Pooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-o" SINGLE77- PLY REAR GIRDER TRUSS Nail 2" x 4" blocking � to vent, leg of truss with IOd x 1.5 male at 4" o.c. v Install Simpson MGT into visit min r+ 5/8" ilia. threaded rod set min. 12" into met beam and (22) IOd orals into truss Rebar 1 48 Bar Dia. , J TRUSS BLOCKING DETAIL Min. Overlap <'- AT GIRDER STRAPPING Column to Lintel Attachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L o.c. in field and edges with lad ring shank nails into studs. 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" Woo d 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 caps and with 1.25" ring shank nods spaged 6 o.c. et all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment dotal on this sheet Additional Precast Lintel - #5 bare _ P CLEAR Lintel Length Bar Length Clear Span ri u A Bars u u B Bars '-61, � i 2'-10" 2'-8" 2 #3 none —% IL —if —% 3'-4" 3'-4" 2'-2" 2,43 none 8F8-OBAT BF8-IB/IT SPS-I15/2T Additional 4'-0" 3'-10" 2'-8" 2A3 none .:•r #5 bars ..:. •. CLEAR4_ i ;<.: y. 4'-6" 4'-4" V-2" 2,43 none .;.. yOne Rau of "H° ..:..;:. 5'-4" 5'-2" 4'-0" 2,#3 none Block Above °I ♦1:Ate -101, 5'-8" 4'-L" 2,#4 none Precast Lintel t�•:," ' ; 41 6' L" 6' 4" 5'-4" 2 #4 none Additional`: i #5 bars 1'-0" L'-2" 2,#5 none BFIL-IBAT BFIL-I8/2T 8'-4" 1'-10" T-O" 2,11:5 none NOTES: ALL reinforcing steel Is grade 40, I. min. coverage of steel=l.5" 2. min. bearing required w ea. end-S" 3. standard for reinf. steel=ASTM A1.I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Mark Window or D Unit Widt Lintel Size Cast -Crete Specification Rows of °He Block Above a Bottom Steel Size Top Steel Size Max Gravity Load (PLF) Max Uplift load (PLF) Max Lateral Load (PLF) L22 2'-2" T-0 8F8-OBAT 1 #5 3069 ISL9 1024 L31 2'-0 -8x 10 4'-O' 8F8-OB/IT 1 85 2561 1363 163 L45 4'-5" 5'-10` 8P8-OBAT I #5 1105 909 339 L50 5'-0' L'-L' 8F8-OB/IT 1 #5 1238 835 121 LLO v-8" T-e 8F8-OB/IT 1 0:5 1011 12-1 534 L80 8'-O" 9'-4" 8F8-IB/2T 1 #5 2 #5 152 59I 612 L90 9'-0' 10'-L' 8P8-I8/2T 1 #5 2 95 L43 530 40i L9015 T-O" 10'-L' BFI6-I13/2T ONE I #5 2 #5 1533 1183 401 LIoO 10'-0' II'-4" 8P8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" 8FIL-IB/2T ONE I #5 2 #5 13LL 1028 452 LI20 12'-O" 13'-4' 8P8-0/2T 1 85 2 #5 4-11 428 324 L120B 12'-0' IT-4' 8FI6-I13/2T ONE I #5 2 #5 1015 110 324 L140 14'-0' I5'-4" 8FI4-I8/2T ONE I 1:5 2 #5 1260 1 609 2541 LI60 I IL'-O' 1 IT-4' 8F8-IB/2T 1 #5 2 #5 300 1 192 1144 LILOB I IL'-O" 1 IT-4' 8FIL-IB/2T ONE I #5 2 #5 950 Soo 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 1810ibs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasci Kagcan full o vent vingl soffit installed using I/8" ilia shank x 1.5" long gale. roaring nails with 3/e" die. head per product approval -see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Pooter 14" below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nall ledger to gable end truss with (2) 10d Its at each web Me Me u _w a Pared Concrete or I concrete block wall \ I \lo Concrete Anchors Per 2. Manufacturers Speca Flush Mounted Shutter Detail 1/2' thick stucco on 3/84 hi —rib lath attached to horizontal and vertical wood framing with nails a staples to provide TT no Was than I-3/4' penetration into horizontal wood Prammg and 3/4' penetration into vertical wood frammg members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan U5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. q E Step per foundation plan is a Slope per foundation plan r :IIII=IIIIIIIIIIII=IIII IIII=III,. •....', Aluminum Panel Sims per manufacturer — See Tucical Stud Detail 1/8' x 3/32' Wing Nut w/ apperrmanufactpriat urer?s D nd ttuisspacing p OH' 9 094' is E Q I I .lal6' Stud Detail Stud w/ Die Cast Zinc Nta Nickel Plated Wing Nut I/4' nts Brace Gable and with 2" x 4" SYP 42 8ft back nailed to bottom Of top chords using (2) IOd nails at each cNas PRE-ENGiNEERED WOOD TRUS > 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" onlyy proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2-1- Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert- (typical) - Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vx4" #10/10 WWM on L mil Visqueen over clean �compacted � termite treated fill III—IIII—IIII—III =IIII—IIII—IIII= Iii i� liiii� 1i1i 3 T plcdI Section at Front Fcrc� Scale : 1/2" = 1'-0" Pill, rsorlan # Pkra AAan CV < UJ so N x M O W C N g) Z +, h-to °a a n 2.17 a N U h O RS U O N 10 2N s Q Q z Strap truss to wall using Simpson MGT with 5/8" die. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) 10d nails into truss. Add blocking to truss leg per detail on this sheet L90B L90B L46 B Simpson HETA 20 hurricane anchor at each truss ( 24" O.c.) supporting Max. ETA 20 1810 lbs. uplift L46 BI a o BI BI N pC LILTED EA 7-V - _J 2 +' 4 LOPE - - tL BI i Cn L45 Gulf Coast Suppli 24 ga. 5v crimp i wood screws with laps fastened WWithh s aced L" o.c. at deeck to trusses u fll 5v Crimp Metal roofin FL 9II1,51.12 attached to plywood wick using #9 rasher at 12" o.c. max a acing over saistant tin caps and thring two etaggered rows I o.c. in fie ent detail on this she D SLOPE BI L31 7-1 1 21- x b"l- I r w Attic Access 1 s: L31 BI O� I i TO I \I I H. I I I OBI �R�A 48" 8' " MAX I L31 F I I I U1 / / i I \ I '° 41SLOPE 1 BI L45 Q' Bl ETA 20 BI Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift I-1 2" 1-2-19 - - PANEL "A" poles BR Laad Wire Description circa circa Deseription Wire Load BR Poles 1 20 1.2 kw a12 Refrigerator I Range a6 12.0 kw 50 2 1 20 1.2 kw e12 Clothes Washer 3 1 20 1.5 kw a12 Kitchen S.A.C. 5 6 Dr er u10 5.0 kw 30 2 1 20 1.5 kw a12 Kitchen S.A.C. I 8 1 20 a12 Bathroom Racepts 9 10 Air Cond sor u10 5.0 Its 30 2 1 20 1.2 kw a12 Dishwasher 11 12 1 20 1.2 kw 912 Microwave 13 14 Air Hardin a10 5.0 kw 30 2 I 15 - a14 General Lighting 15 16 I 15 - a14 General Lighting 11 18 WH a10 5.0 kw 25 2 1 15 - $14 General Lighting 19 20 I 15 a14 General Lighting 21 22 GDO u12 0.81 KU 20 1 1 15 a14 General Lighting I 23 L24 spare Spare 25 26 Spare Spare 2� 2e Spars Spars 24 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General,Lightmg..(3, watts..sq,.Pt.)......................... Range......................................................... Refrigerator , , .. .Microwave..................................................... .Dish,Washer................................................... ,Clothes, .Washer ............................................... .Clothes..Dryer................................................ Water Heater. Garage. Door.Opener,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1.200 1 1500 1,500 1 1,200 1,200 1 1200 1200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total watts 35415 First 10000 Watts 9100% I 110,000 10,000 Remainder 25,615 040% I O 10,246 Electric Heat or A/C 10,000 965% I 10,000 10.000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps, Electrical S mbol Legend S Single Pole Switch lRecessed Can Light Sy Double Pole Switch ® Eyeball Recessed PB Push Button Switch y Exhaust Fan Duplex Outlet y Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light .P. GFC Waterproof ground Fault circuit Light with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 4& Flood Light TO Thermostat m Electrical Panel ® Central Vac tE� Electrical Meter ® Smoke Detector Ceiling Pan ® Television Jack Telephone Jack c Disc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 1-2-19 __; Vent FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION7USEAI*ATE RISER BELOW A/C disc. disc. tx2/0 AL SER(3) 41 THHN Copper With 91 Grnd 2"PVC Schedule 2" PYC Schedu40 conduit ?19__ 40 conduit sleevMCB A Into atticPANEL ANU AHU 200a rated meter can 200a raced meter can Interagatem bonding Interayatem bondng 2" PVC ( FPL Termination point 2" PVC ( FPL Termination point schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL ground roda --" _.._.__ 1 I ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER Opt. PATIO/SLAB PORCH ( I 163 CFM IOxlOx-I Center Registers tr' ailing Pen I I I BEAT OM DINING ROOM THIRD BEDROOM 84 CFM IOx6x6 -N 12 B/A I r 215 CFM �_1 12x6x1 12xl2x9 B/A SECOND BEDROOM 143 CFM IOxioxl 139 CFM ioxioxi MSTER B DROOM 139 CFM IOxioxl I 12x12xIO B/A ra r� 12xIB/A r I I I / o ° 11TCHEN I 144 CFM 12x6x1 �M% ;rA SEEM W. l \ _ � GARAGE �d� Opt. PATIO/SLAB MASTER ®\ WP GFCI BEDROOM V V PORC�-I Y / I / i GRF_AT ----__ ROOM I I �O Snake / cerhon I CJ Monawde Detector Combs - ° I - I v I i•, _ - _ p I LO13ET N I1 i i Il l _Vent thru I I L soffit DINING I I GFCI ��JI IIILJIII ROOM�_, I / o G CI / \GrrCI GFCI \ I� �i-I E SEE MANUAL "J" and Energy 150 Am Calculation Panel p for Unit info r------------ I I I I I I I I I I MECHANICAL LAYOUT SCALE: 1/4" = I'-O" - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onll from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire a l required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the ,lob conditions. 3. Contractor to verify location of electrical service and gear from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. provider. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected, other phase of installation that may have been damaged. 22• All raceways and in or through any concrete 6. Recessed cans to be installed per NFPA requirements. 14. It is not the intent of these plans to show every minor detail pipes placed slab shall be spaced a minimum of three diameters of the 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install for and all largest conduit or pipe from any other service. ALL rooms. all items a complete electrical system provide 8. A/C Return Air Balance Must comply w/ FBC RM1602 the requirements necessary for the equipment to be placed in 23. All ex osed wire below 9'-I" shall be installed In metal EMT 9. A/C Refri Brant lines that are run thru slabs must be proper working order. P conduit. sleeved ingPVC 11. All work shall be done in accordance with the N.E.C. and Braden It Braden AIA, FA 10, ALL A/C Equipment shall comply with energy calculation licensed shall comply with all local codes and ordinances, and shall local 24. Dr r Vents to be installed per 11, All work shall be performed bg a electrical meet all standard requirements of the electric utility FIK RMI502 Architects -Planners 12. contractor, the completed aystem shall be fully operative. Contractor shall pay for all Tees, permits, testing, and and telephone company. 411 S.E. Coconut Avenue inspections including blower testing where required. 18. The electrical system shall be completely and effective) BE Tel : (112) 281-8288 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. Fax (112) 281-8283 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' : -mail: bradenala�COmCdSt.net against the public liabilit and ro art damage for the 9 p 9 p P 9 90 labels where applicable. Atiinrt FI 'A4ggL ttA Exhaust Duct Thru Soffit Wire For Front Post Light I \ 1 II I_22" 5x 4" v PB Attic Acce W W with light l Sedated on Steel Ballard \ I Qheet Pull chain / ^�"iight in attic / J (J I \ OPTIONAL PANEL / 15g/ Amp � LOCATION � anal l � 42"h GFCI � Smoke / Carbon 50 A M� papaw S Detector I I I GARAGE/ / Canbo uWer AHU QnGarag Doors ° \I�G`S61J � / Opener (-----------------77 O a ' I I I I tight\ to earner ` SEC.qND It BEDRIC0M I I I I I I \ i Center Post Light on This corner Wynne Building Corp. THF- ROYALS Spanish Lakes 6600 Lila CT St. Lucie County Florida tV Exhaust Duct -3-hra Soffit l4" Exhaust Duct Thru Wall WP GFCI -� Install oulet disc. w "under disc. not shown for O clarity U ELECTRICAL FLAN SCALE: 1/4" = 1'-0" FBC 2309.1 Attic Venting Calculations Total Attic Space = 248-1 Sq. ft. V t CD t I/150 = 16 88 s ft re uired oo en Ing a to q. q �y z V - >v Post Light with Provide A Continuous Vented Soffit v hoto cell wo MODEL: Date Drawn Revisions n-21-19 GARAGE Drawn by: RIGHT C.C.U. Checked by: D_R.B_ Sheet Comm # REVIEWED FORE - I CODE COMPLIANCI c-r 1 UCIE COON OF 5 0