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HomeMy WebLinkAboutBuilding Plans5/8" thick light textured stucco on typical concrete block construction 3 Rl((H T ELEV,470N Gulf" Coast Supply and MFG '5v Crimp Meta roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to lywood deck using U9 x 1.5" wood screws with self sealing washer at 12 .c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6 end aps fastened with corrosion resistant tin caps and with 1.2 ring shank Wads spaced E" o.c. at all laps and two staggered rows 12 o.c. field. Attacl deck to trusses using attachment detail on this sheet r w self seahn wa is ove Gulf Coast 26 ga. 5v d Supplyand crimp metal th MFG 5v Crimp roofing attached her at Metal roofing FL to plywood deck 12" 'o c max acin #11951.12 using #q x A 1.5" STM D woo sc ews i g s g r (type 2) 30 lb felt underlayment installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25 ring sank 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 SLOPE 4 12 SLOPE -4 12„ O.H. COVERED PORCH 'J I ---------------------- ----- J� --------- 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 8'-1" BEARING 2„ _ H GRES COVERED PORCH 2 0'-0" = Finished Floor 5/8' thick light textured I stucco' on typical concrete 5/8" thick x 8"w cut lock construction coral finished stucco bands RE 4R ELEV�470N SCALE: 1/4" = 1'-0" 21 a. Sv crimp metal roofing attached to plywood deck using 99 x 1.5" 12" ASTM b Gulf Coast Suppig and MFG 5v 26 5v Crimp Metal roofing FL #11651.12 wood screws with self seating washer at p.c. max spacing p over a. camp metal roofing a Lathed to plywoo d deck using #9 x 1.5" (t e 2) 30 lb felt 9Pg underla ment installed with min. y 4' side 1.25 laps and 6" end p woo screws with self sealing washer g (type 2) lb felt at 12' a, max spacing over ASTM D laps fastened with corrosion resistant tin caps and with ring shank nails 30 underlagme t installed with min. 4' side laps and t" end spaced 6" o.c. at all laps and two staggered rows 12" o.c, in field. Attach laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails deck to trusses using attachment detail on this sheet spaced 6" o.c. at all, laps and two staggored rows" 12" o.c. in field. Attach deck to trusses using attachmen dotal on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib felt using 8d nails. Substrate to be 19/32" CDX Plggwood nailed at 6" ox. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 Product Approval Submittal Affiliavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Vmdows & Skylights Opening Type NOA/FL NUMBER Product Model# Manufacturer Glalss "Attachment method E puation Date Design Pressure of Approved Tests 1.2.3 i4 FL# 239.q Single Hung SH-�lOOA Im act PGT 5/16 1/4' dia. tapcons u/ min. 1 spaced per product approval. min. edge distances specified 3/8" penetration to be Contractor shall adhere to in Product approval + 65.0✓-80:0 PS A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width I6'-0" max height DAB note " uc to eoiieret.• with i c IK a as bin wR .aw s/r . c •Hma Htc si..ve aneha o w. a• a.c. th tzs °i �'°" w"h 'dwr duty c.. "awl twat t° h"`` rig w s/it' . 1 5/8" N Wood tow .caws n each br..k.t .nntamma wiM1 d L50/9 edwe datenre - GC to stied, adhere to pro&A aipproval rovwk VIt• t waior on 'A. tw. 10-q-2 + 50.0/-60.0 psf B FLU 15213.1 Fiberglass Smooth Fiberglass Plast-Pro 1/4" die. tapcon with min 1.25' embedment at V max from earners and 14.5" o.c. max. thereafter in jambs. +15.0/-10.0 C FL# 251.4 SlidingGlass Door Series -110 SGD PGT I' nom Type 'GSA" 1/4' dia. Leptons w/ min. 1 3/4' penetration to be spaced per product approval. Contractor dull adhere to min. 2 I/2' edge distances specified in .Product approval + 60.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST iiration Date Design Pressure of Approved Tests MU1110riS FLU 241.1 1" x 2 3/4" x .315" PGT Install per fastener type and spacings shown in Table IA and iB in product approval on sheet 5 of 22. + 58.0 PSF Roof FL# II651.12 SV Crimp Metal Roofin g Gulf Coast Suppig and manufacturing 24 ga. 5v crimp metal roofing attached to pig000d deck using :9 x 1.5" rood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with inn. 4' side laps and C end laps fastened. with corrosion resistant tin caps and with 1.25' ring shank nails spaced I" o.c. at all laps and two staggered rows 12' o.c. in held. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Von I Soffit 9 Kaycan Install using 2" x 2' battens at C ox. screwed to soffit framing using 48 x 3"- wood screws at each uuss. Install soffit to battens using I dia, x 'I 5" land rino shank nails/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 ) ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WIL CONTINUE FOR ONE YEAR FROM THAT DATE 1/2" drywall ceding on truss bottom cord 2" x 4" top plate PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: bth Edition and ASCE 1-10 for Wind Loading Buildinq Design is: Enclosed Risk Categoryy: II Wind Velocity: 145 mph ultimate Mean Roof He ght: 11'-0" Roof Pitch: 4:12 Internal Pressure CCZ ii4 cent: ±0"I8 Subjectabdity to damage from: Weathering: Negligible Termites: Ver9 Heave Width of Roof End Zone: '_$" Wind Speed: 145 mph ultimate 1/2" drywall on Wind Exposure Adjustment factor Classification. C for Exposure Height: 1.21 x 0.4 = 0.126 ASD design HIP ROOF 2:11 To L O PITCH 2" x 4" studs at W' o.c. Load Combinati n: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+O.1IllL Components i Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof one: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components i'Cladding Wall End Zone Width: 3'-4" Components t ladding Wind Pressure (NET) Wall Zone 4.+35,8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35:8/-41.8 psf Walls Zone 4 Components is ladding Wind Pressure- (NET) on Garage Door; +32.0/-40.3psf Shear Walls Considered for Structure? Yes = Roof Zone 2 Continuous Loa I Path Provided? yes Walls Zone 5 Are Com orients an Claddin D to 1 P vided? Yes 2" x 4" P.T. bottom plate base -board Minimum Soil Baring Pressure: 2500 psi, Presumptive: X Bg Test: psi END ZONE SEE PRODU T APPROVAL FOR IMPACT PROTECTION FOR OPENINGS W= Corner Zones Roof Zone 3 4" concrete slab with fibermesh OR ROOF LIVE'LOAD: 3-1 psf ROOF DEAD LOAD: 10 psf 6"xC #10/10 WWM on 6 mil Vlsqueen over FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD: 1Opsf clean compacted termite treated fill Interior Non -Bearing Partition JOB ADDRESS: 33 Ecuador lUa nts 5raden t Braden AAA, Pit Dunne Building Corp. Model: Date Drawn ; Revisions : Sheet Comm 4 Architects Planners J�( '' ''� c R -22-20 Q T-411 el : S(E 2C 281u 8 58enue THE W i N D S O i� PORCH raven by: FILE C®P � 2 0 -) I Fax : (112) 281-8283 C.U. a Spanish lakes RIGHT Checked by; E-mail: bradenala comcast:net Ste Lucie County Florida R.g• IEW(E �2R Stuart,' FL 34991. #AAC000032 OF 5 Y ST. 1. CIE COON (�1Rf1f`(; GGIS� Counter to - verif t e Recess top plate 6"w x,3/e"d P 9 yP /� For steel su ort an le with contractor 1"t � 4„ li PP 9 C \' S H POST DETAIL see detail on this sheet TYPICAL NOTES: SCALE 1/4" - 1'-0" N T.S I. Contractor to verifg ALL notes and dimensions prior to 3 high by 4" diameter proceeding with Work. st el crash post. Floor Steel countertop support an p g - Flange' with 4 '.3/8 - Install V From each end and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements: eX ansllon bolts Into one in center of counter. vpt. i-'A I IV/5LAt3`' T--1 Yz„ 2 DO 00 °O ss � 3. ALL Lumber to be used as Beam, Rafters, etc... to have SIZE (3'I/8"t 50 'ksl steel plate) see angle detail12" 2" x 8" wood studs E x 12" Concrete column block filled with " a minimum 1,400 P.B.I. fiber stress. at 16" O.C. 13'-II" concrete and 13 (2) #1 bars vert: tied into 4 1/2" drywall lintels above 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2=' z2' 2" x 8" PT wood plate 1 T p Filled cell under �O��I -girder ALL Concrete used for vertical filled cells, cont. tie beams etc.. to /�' �_" O above 1-I shall be 3,000 P.S.I. concrete and/or 9,000 P.S.I. grout mix ° Attach buck to block with WIRE LATH t STUCCO CEILING ° 6. Drywall at ceilings shall be leveled and attached to bottom chord °3/8'9 nc swallcrews o _" 2' II/4" penetration at 12" o.c. max fromoeach 2" ox.ttWTCH',EN ISLAND FRAMING DETAIL I°ii-q' 6- of trusses with screws per FBC R,02.3.5. and 4'I ner Exterior face 2" x 6" PT Buck D — g q% 6'-0° ,. ALL wood in contact with concrete shall be pressure treated. 2/= or man 8. ALL wall dimensions are nominal and not finished wall or stud dimensions.' O o arias -1 MASTER 9. ALL plumbing fixtures to be low flow. q=' 2° O `2 ED (�O�„� O CO 10. Contractor to Provide Drain at water heater in accordance ><a wood scrams thru jamb i„to buck00 3 - ° ° 00 with the current edition of the Florida Plumbing Code. at each hinge and IS" o.c. max and Detail at Door prior to doo attachment _ VU>_ W t, $''—tj" A.F.F. ° O IL Contractor to Provide a 2'-8" wide door at one bathroom for NTS Verify attachment to - Fiat ceiling handicap accessibility requirements. hole location with h GC -N LL 12. Lowest finished floor to be set by Governing Building Department 2r''.2/='ON INSTALL VULKEM BLOCK SEALANT prior to fabrication 3/8" thick I ° surve or to set in field. y /i %° ALL JAMB. SILL BLOCK PRIOR HEADER, steel bracket r I Q 13. Separation between residence and garage shall be per FBC R302.6 °" BUCDK INSTALLATION 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 3" Vanity to be y �i O 1 O Water eater H O 34 Yz"high S thru buck into Install with block with 3/IL" tap -con with COUNTER TOP BRACKET DETAIL O to 9'-8" A.F.F. 15: Wall and Ceiling shall have aflame -spread classification of not greater than 200 per FBC R302.9J 11/2" penetration at 6 o.c. max. from 20." Rod t Shelf 'Ceiling ls. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 each corner and o.c, max thereafter heread sndtmllaper prod 20" o.c.max o — — — — —, T Vaulted I,. All exposed attic insulation materials installed on attic floors shall have a critical radiant Exterior face of wail 4" T-31, - 19'-5 „I flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation p q p p Buck to be I" x 4" PT materials exposed on the underside of the roof deck or on the attic walls shall comply vanes m r- I with F.B.C. R316 - see permit info box of code edition r °u r GREAT' ROOM 18, G plum board material shall' conform to ASTM C36, C-9, C4,5, C514, C630, C931 yy J I I C�f60, C1002, C104,,C11,,, C11,8, C12,8, C1395, or C1396 and shall be installed Oetail I"x " P.T. Buck nailed to 4 lock with case hardened nail, �LOS T 1-0 I according to the following: (FBC R102,3.5) at Windows prior to window attachment I � I Drywall y Thickness Location Orientation Framing Member Max. spacing P 9 of fasteners Nail sizing options for drywall into Spacing Maximum installation of wood framm members g Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 114" Ion g annular -ringed or Ed cooler nail /2„ Walls Either 14, 8" I6" 0.080" di . x 1 5/8"-long with Direction 15/44" head OR Gypsum board nail 0.08C Aaa- x 15/e" with 9/32" head. Ceiling Perpendicular '24" i" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail R Walls Either I6" 8" 14 e 0.092" ilia. x1 -1/8" long with Direction 1/9" head OR Gypsum board nail 0.0915" ilia. x I 1/8" with 19/44" head, 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, 4136.l and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11,8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 1 21. Insulation including facings such as retarders or vapor permeable metpbe'rs 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 accompanyin smoke `iks484. developed index not to exceed 450 when tested in accordance with ASTM Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 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 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach eck-to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails 4 �— PRE-ENGINEERED TRUSSES ( 24" o.c.) suplporting Max. Ulf at 24"o.c. TYPICAL 1810lbs. up :(shop drawings by manufacturer) Aluminum Drip -- �� R-30 blown" fiberglass Edge t Fascia in bottom chord of trusses i - 1/2" .drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled. with concrete and (1) #5 bar cunt. in each row. Substitute Kaycan fall o vent vinyl soffit installed usingg 1/8" d1a shank x 5" long precast lintel Filled with concrete and (1) 45 bar Cont. for bottom row over openings gals. rooFIns nails with 3/8" dia. head per product approval - see chart sheet III P PP " , d/2 dr wall over I" x furring strips at 14" o.c. with R4.1 fi-foil insulation on typical 8" Block walls 6/8" thick light textured _ All drywall to -b 0 installed per FBC: Rd102.3.1 NTS H.B. }-I - - ai v 0 Rod @ SheIF mlLE a 1 I „ 3" VTR OLl OD m I2 MASTER _ I" . BATH aL 31" o I O 3,_4„ m - 1 1 LAV-1 12 KITCHEN 32" DRYER ASHER LLAv-1 I i' I =• AAv Q O �` ' �I I LAUNDRY 13 I 2 ii 9 5" O LAUNDRY 1 2"I W OI in we- " J LAV-1 2" 2" 2" 2„ LAV-1 H iv 8'-O" to T-8" A.F:F. O 2" r Vaulted /�C ding 3" auwR1 2„ ° ° I DINING I 3„ wc_i 2" =w l Vanity to be I mT-i V. BATH #2 34 Yz„high R'OO M C.O. O rl 18" 42° _i counter tops to. Q ' `IJ 3„ 2" q'-5^O E I I r overhang wall L5 l 3/8" thick steel O r 4" 5'-3" 4M] „1 counter top supp its F to septic/ eq-n er tops tosewer systemSANITARY RISER Oer any wall L5"Nl CAB "CABw U+41" high wall i SECOND 1 0 o BEDROOM 1 1 KITCHEN 8' O' A.F.F. 1 Upper cabinets to 8 O aulteld Ceiling.F.F. O Flat Ceiling extend over Ref. _•� O I I : NON Ot ENT4nWH 1,2, _ 8„ REF. , 9' CLEAR Q° 4„ #„ ,n a mOPENING L — JH.BmaR-II Batts InsulationTHIRDE m O closer', 4"� Steel Ballard ° See detail on this sheet BEDROOM 44o --F 22" x IAttic Access with light 8'-O" A.F.F. in 1I_ - - - - -Flat Ceding 8'-O" A.F.F. Flat Ceiling GARAC�Block wall inO0 0/garage to be Provide auto struck block R-II Batts Inaulapon closer 150 Amp Panel EMERGENCY -- ------ EGRESS ------ --- O r - - - - - i r------- ° I I I I O p an shall meet a ertamin co es_ ailed to !� \ I GOLF C R T i � stucco on typrcal concrete per gblock with case hardened nails' block construction Mortar to be Tgpe M' only proporUonetl per FBC R601.1 nor to door attachment ° I GARAGE ( I I a - and Mortar fonts shall comply with FBC R601.2.I. Head p I I I I Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) in 13'-O" i I Pn #5 bar vert .w/ �� 30" overlap Fill cell with concrete and fixed door at each filled cell N #5 bar vert: (typical). Max. spacing_shall not exceed sliding door A O 48" unless otherwise noted T-8' O 9'-01' A see foundation plan notes for MasonryWall 2 8 6 -4 2 -8' 9 -0 Wood 2'- 8 Base spacing at openings —� 4" concrete slab with fibermesh OR v2 N 6"x4" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Bottom Track Typical Flooring is SgUBrE Footage Breakdown Sill Install SGD thru buck into Total A/C Space = 1,153 sq, ft. C + block with 3/1C tap -con with Covered Porch Total = 2,2 sq. ft. Grade — _ _ — — Sliding Dior D�ta1l frlom2eaehncornelonand 20oco.camax Garage = 459 sq. ft. -_ III rill1111. -I — _ `— II 9 Jamb Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. At Masonr l.I,)alll NTS thereafter at iambs per product approval'' L. III11 _- L- I I- I I _III � ' —III=III=III( I II II =;i 11 x 1 I'd Concrete footing J Date Drawn Revisions ; -1111= III II I — III with (2) tt5 bars cont. and #5 Braden Braden , P,4 II' MODEL: Sheet Comm # 14" transverse bars at 48" o.c. Architects - Plannersn� BUiICIIYIg COrp. 9-22-20 411 S.E. Coconut Avenue REAR Drawn bg: HEVIEWED FOR Tel : (112) 281-8258 2 2 O -111 Fax : (112) 28,-8283 PORCH C.c:u. BODE COMPLIANCE " TY�IC'�`I- S�CTIO1� � � 33 Ecuador Checked b Scale 1/2" I O Stuart,E 'mail• bradenaia5comcast.net Spanish Lakes' RIGHT y:, T. LUCIE COUNTY 'FL 34996 #AAC000032 St, Lucie County Florida Wd4 ROGIC OF 5 Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5V'x 4'-6 %a" 54Y,`x 54Ya" Single Hung ZONE 4 2. V-2Ys"x 5'-3%" 15" x 631i4' Single Hung ZONE 4 3_ 2'-2" x 3'-2iz" 2lYd' 381I%a" Single Hung ZONE 4 4. V-1" x V-31/8" 38" 43"A" 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 priori to Construction Door Schedule Mark Size Rough Opening Door [Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X'6'-8" 41"i/1" x 83%` Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" 'x 81 �2" ;� «: `"° Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %' 2 -6" X 6 -8" Soli Core - Wood - 6-Panel F 5 -O X 6'-8" Sol Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8"' x 1N" Soli Core Wood, Steel, or Masonite Door H T-8" X 6'-8" Soli Core - Wood - 6-Panel J 2'-6" X C-8" Soli Core - Wood - 6-Panel - Bi-Pold ALL Exterior doors o i i Withstand pressures stated n permit info box on sheet #1 GARAGE DOOR SPECIFIED IN 'PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSU ES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions t be verified' bg contractor with manufacturers specs prior to construction Masonry Beam I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment install SGD thru buck into block with 3/16" tap -con with r 11/2" penetration at 6" o.c, max. from each corner and 20." o.c. max thereafter at head per product approval q 0 O Use 3/16" 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 6" P T Buck n STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO 'D A1NS (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 `I DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL> = 1'SF WIND VELOCITY PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE =„C„ 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION: 10: ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16& , , 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X6 10/10 A-35 SPECIFICATIONS. TALL ANCHOR TO BE A - 30I STEEL WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED; CLEAN MACHINE COMPACTED FILL 11, V ALL DOWELS, SLEE ES 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 MATERIAL SHALL CONSIST OF 12. CLEAN GRANULAR SAND CONTAINING LESS THAN logo MATERIAL 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. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND III USE STRUCTURAL GRADE WoOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF N0.2 SOUTHERN PINE. UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G1813 RATING. FOUND/4710IN FL 1. ,Any changes to plans must be submitted to the architect SCALE: 114" = I' 0;" proceeding for approval before. p g with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2SOO p � an sf. Should 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 I #S bar Vert. at 48" O.C. max. Provide (1) filled cell on each side Of openings up to S'—II" wide. Provide (2) filled cells on each side of openings from 6'—O to 9'—II" and Provide (3)filled ' cells on each side of openings from 10'-0"' and up FOOTING SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 U5 BARS CONTINUOUS F 1211W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8' 8"w x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS -CURB a O'-O" Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 24' 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 t0 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, me g ASTM A-1� and A-38 specifications. ALL Anchors to be A— steel. W,1'_ `. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL r' 'inforcing bars. #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled c (1) US bar Vert.: (tgpicaU. Thicken edge to S" x8" Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 45 bar continuous 6"x6" #10/10 WWMon, 10 mil Visqueen over see foundation plan notes for clean compacte termite treated fill Base spacing at openings GRADE 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill — Termite Frotection for New Consttruction. Soil treatment used for subterranean termite prevention inside the foundation perimeter, -shall be done after all excavation, backfilhng 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. Grade�— �,_ ; IIII— PORCH SLAB EDGE DETAIL —� I —I 11 III I I I III I N=1' 14"w x 18"d Concrete footing SCALE 1/2" = 1'-0" 1 =� I LI I IIII I l= with (2) 45 bars Cont. and u5 3" transverse bars at 48" o.c. 3 #5 bar vert. w/ 30" overlap 14" at each filled cell iTYPICAL FOOTING DETAIL 45 bar cunt. in curb Fill cell with concrete and SCALE 1/2" = 1'-0" (1) 45 bar Vert. (typical). Filled Cell Masonry Column With One 4" concrete slab with fibermesh OR Curb height 9 Max. spacing shall not exceed 48" unless otherwise noted #5 From FOOLIn To Tie Beam g �� �� 6 xd #10/10 WWM on IO mil Visqueen over q Verdi -based on y Wood see founidaUon plan notes for Base Conc. FIII To Be 3000 PSI clean compacted termite treated fell foundation Ian p spacing at openings See Floor Plan For Location #5 bar cont. �� 4" concrete slab with fibermesh OR 6'x6" #10/10 WWM on 6 mil Visqueen over Step per ° clean compacted termite treated fill O 7771_ foundation plan Grade — _- - :� _ V IITIIII-IIIII III'I— I II Sin e Filled Cell Column g I I I I_ — i— _ I=IIII 111 3" 3" (2) #5 bars cont. bottom steel Il —1- I_1I I I I I=IIII IIII 111— NTS 14"w x 18"d Concrete footing I with (2 #5' bars cunt. and #5 I2" transv rse bars at 48" o.c: FilledMasonry One (Beam I 2 DETAIL AT GARAGE STEPDOWN � � GARAGE 14" CURB DETAIL ' From Footing ' To E Each. !PSI Conc. FIII To e 3000 SCALE 1/2" = 1'-0" SCAL 1/2" _ 1'-0" See Floor Plan For Location 12" x 12" concrete column block filled with concrete '. and (2) #1 bars Vert. tied ..:�. ,:E .a.:•: _.:.. .:. a-h. ..,., .,..-,..r •a r —4) — — —t 4' t• 12" x 12" concrete column block filled with concrete and (2) 47 bars Vert. tied into lintels above IS'-3" :e e'-IOya„ 18'-IOia" I F4 U)ZI T Fr I o 1 Filled cell under I 24" i r girder above I FI J Rear Porch Slab to r be poured separately 1 LU I O from House Slab. O 0- J Thicken footing to ° I 24"w x 14"d x 24�I O I under filled cell I a a I under girder bearing. DD 0(] �� (10 �n I '... L — —N — —� — — — — — — — — — — ~N I FI LIL Rear Patio/Slab to FI 1 be flush with bottom of ° l sliding door recess. Slope I" I (] I I' I` IFI �- I I 10 �I I 4" concrete slab with fibermesh OR H.B. I 6"x4" 1*10/10 WWM on 4 mll Vlsqueen over clean compacted termite treated fill I m`0� 41 n ag ao _ I i I DORYER ASHER I O - -a I FI I OI I Io i o I r- I Io FI I o °I I oI Lo I y I DW I n o O oI Io pl 4" concrete slab with fibermesh OR I 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fell MICROWAVES I' O I REF. NON -VENT 36° CLEAR I �° I OPENING O O d m )1> a 4"(P Steel Ballard tep See detail on this sheet O I 3: a_ AIC I I IF � I o I I I o I FI I I N F51 ether a side or field verify--+�------- ice location O r — — — — — — OO N O O �► = � i, Ste I UJICL OI o F5LUI I� (L -1 0)) ° I F5 O 13'-0" I F5 I � I F5 I L-----------� O _J _ �lu�-------- —O 00 O 1.5" !Recess for O 00 — 001 JE)l 1.5" Recess for O 00 Garage Door Garage Door into lintels above 2'-8" 6,_4, 2'-8" 9'-O" 2'-8 It To of footer 30min. I6"pbelow finished floor i 12„ - I I =III— IIII=III,- IIII= Double Filled Cell Column Corner Steel Lap IIII IILI NITS nts III IIII 2" x 6 PT wood secured with 30 "x3O"AC concrete 1/2"dia. x 6" expansion n _..; a chors 1 column footingwith (4) pdoor track wood FBd@Y,1,I B�adEnI FA I III Ill=IIII I III) #5 bars, each way with 2 sq. washer at 18 o.c. jambpermanufac urerss product approval Architects — Planners • W,unne lBuilding Corp 30" Gara e Door Jamb DetailI1 S.E. Coconut AvenueTHE LENlI C / Tel (112) 281-8258 WINDS( 3 COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEEP PRODUCT Fax : (rade 281-8283 _E-mail: bradenalas'comcast.net Spanish Lakes SCALE I/2 1'- O' APPROVAL FORM FOR MANUFACTURER MADE AN D MODEL. Stuart, FL 34994 #AAC000032 St, Lucie County Florida C E Contractor to provide proper foundation chairs for proper steel installation 5" top 35, 0,, 5" op MODEL Date Drawn Revisions Sheet 9-22-20 Comm Q# REAR Drawn by; PORCH =.u. REVIEWED FOF 33 Ecuador RIGHT Checked by, CODE COMPLIANCE_ Wd LD.iz.B. OF 5 ROCC KegArea Edge Field Fastener Pressbre Zone l 6" 6" 8d ring shank 45 ` psf Zone 2 4" 6_" 8d rinq shank 16 psf Zone 3 41, 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf Provide 45 bars bar ROOF F N with min. 48 provide tt5'b diameters overlap into beam. Tie lintel into beam r set; in re-cas p t where length of ^ Scale : 1/2" _ V' O" filled cell steel into continuous beam block steel the opening calls for.. it. — Overhangs at 1'-0" unless Otherwise noted On this sheet - -Roof pitch at +,12 unless otherwise- noted on this sheet Provide Cast -Crete =T-•--� '=T - - - - -' -- - Truss shop drawings to be provided by manufacturer BUS-OB/in precast lintel set m mortar Any changes to this plan shall be submitted to the Min. 8" Bearing architect for approval in writing prior to starting construction. • :_ �`r- �, " - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER 11 Architect to review Truss Shop Drawings Prior Provide PT Buck I:l.i t0 construction for layout and uplift verification attached per iamb I `L details into filled cell Poured Filled Cell — Contractor to provide for Form Board Survey and to provide WEI ) Form Board Survey to Truss Company prior to truss construction h:1i1 4" Pre -cast Sill { i Trusses at 24" ox. l� •u t.; .I - see shop drawings by others Simpson HETA 20 hurricane anchor, at each truss ( 24" o.c.) supporting Max. —_ 1810 lbs. uplift HETA 2b I - Provide 95 bars with min. 48 bar BI diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. 12" i]a I f R-30 Batts H yy YV l.I l R-19 batts W Concrete Footing R-19 batts (see footer schedule :for exact sizes) DETAIL AT WiNDOW OPENING IN Scale: 1/2" = 1'-0" Frame'' ceiling transition L L CBS WALL as needed using metal studs field verify exact configuration and sizes a . Drywall ceding SINGLE PLY REAR GIRDER TRUSS see typical section Nail 2" x 4" blocking to vert. leg of Gelling transition insulation Detail N ,. truss with IOd x 1.5 nails at 4" o.c Verify with Plan Instag nts Simpson Trodt Concrete 12"X 12" N 5/811 dia. s talmin8111" into wet beam and (22) IOd nails into truss r O U: (a c Lintel Column Block (A a 1 Bar Rebar Dia. o Rebar 48 TRUSS BUCKING DETAIL aQ, °° U Min. overlap AT GIRDER STRAPPING E, � _ Column to LIntG i / ttdcHmG nt AT CENT R BEARING POINT - L L Mark Size and Description BI Two rows of beam continuous in each 45 90' bend bar block filled with concrete and 1 45 bar row. Hook vert. bar over top bar with with a 10" min. lap at top bar. Ll� Mark Window or Door Unit Width Lintel Size Cast -Crete Specificatioi L22 2'-2" V-6" BF8-OBAT L31 T-0 2'-8" V -1" 4'-0" BF8-OBAT L45 4'-5" 5'-lo" aF8-oB/IT L50 5'-0" 4'-6" SF8-OBAT L40 6'-8. T -6" 8F8-OB/IT LSO 8'-0" 9 4" 8F8-IB/2T L90 T-0" 10'-6" 8FS-IB/2T L90B 9'-0' 10'-6" 8FI6-I15/2T 1_I00 10'-0" II -4" 8F8-1B/2T 1-I00B 10'-0" II'-4" BPI(.-IB/2T 1-120 IT-O" 13'-4" SF8-IB/2T L120B 12'-0' 13'-4" 8FI6-IB/2T L140 14'-0" 15'-4" SF16-115/2T L140 W-0" I�`-4. 8F8-1B/2T LI606 1(.'-0' I'P-4. 8FI6-IB/2T - ALL LINTELS SHALL BE 1 - LINTELS SHALL BE FILLE - REFER TO CAST-CRETE LINTEL CONSTRUCTION, h REQUIREMENTS - LINTELS OVER 14'-0" LOi NTS -1/8" thick light textured stucco installed per ASTM C 92L 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' CD`K Plywood nailed at 6" o.c. in field and edges with IOdsnng shank nails into studs. Aluminum Drip Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Edge 8 Fascia 26 ga. 5v crimp metal roofing attached to plywood deck usng u9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb pelt underiagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Flash and Counter spaced b ox. ati ail laps and two staggered rows 12" o.c. in field. Attach flash Brace Gable end deck to trusses using attachment detai on this sheet Nail ledger to 8ft back ailed to bottom Bl L22 BI Strap truss to wall using Simpson MGT with 6/8' dia. threaded rod with min 12" embedment Into beam (22) 10d either wet set or in epoxy with nails into truss. Add blocking to truss leg per detail on this sheet II rV 11 L90B V- O 0 N BI SLOP I 19'-'i" 18'-c LU VA TED IARE � 9i,�i O I r o L90B" a• Q F W N N x L � B1 ;. N .+.s Q o a W LL 0 N ul v, Q O rb U w p� E_ _ u CV r O W B 45 — E " 12 4 1 SLOPE 4 z L31 BI I W Gulf Coast Supply and MFG 5v Crimp Metal roOn L #1 51.12 26 a. 5v crimp metal roofing attached to plywo k Ing #9 x I. M r)y y e a un a ymen installed s1 s laps fastened with corrosion resistant to caps an w 1.25" ring hank ails) 12" spaderced d" o.c. at all laps and two eta gered row " o.c. in f Id. ttach H �r to truss usin Ell CV 12 Simpson HETA 20 or equal 4 F PRE-ENGINEER-ED WOOD TRUSSES hurricane anchor 1 1 each truss ° 24"o.c. TYPICAL L31 BI - N with (10) IOd x 11/2" nails ( shop drawings b manufacturer ) E* 22" x 54" ( 24" o.c.) sL g Max. Py 181OIb3. OlAttic Accesswith light luAluminum Drip ""� ... R-30 blown fiberglass Edge f Fascia 1/2". thic: stucco on 3/8" hi -rib lath in bottom chord of trusses attached to horizontal and vertical wood I 1 I I 12" framing with nails or staples to provide V11/2" &ywall with smooth finish CY I AI\ I 2' x b" Sub -Easel no less than 1-3/4" penetration into 1 - I BI I I horizontal wood framing and 3/4" penetration Two roWS ofbeamblock filled with concrete .� O / \ g g aeG10 #5 bar cont: in each row. Substitute I I L31 I I (2 into vertical wood framing members and (I Kagcan full o vent vn I soffit installed p t lintel filled with concrete and (1). #5 I I .„ g nt. for bottom row over openings U-) 81-0. M I I uangg I/na Ga shank x I is Ion per \ \ SLOPE 4 rooting nails with 3/8 ilia. head per i �� product approval - see chart sheet 41 1/2" drgWall over I " x: fufnngg I I I I 5/8" thick light textured strips!, at 16 o.c, with R4.1 fl-fad stucco on typical concrete insulation on typical 8'' Block walls DD SPACE 1 I I I 12" x 12" concrete column block construction All dr wall to be installed per FBC R102.3.1 block filled math concrete Varies - see lain' y P and (2) #1 bars vent. tied P 1 and shall meet all pertaining ASTM codes, into lintels above ao Mortar to be Type I'M" only proportioned per FBC R60"LI tt5 bar vert. w/ and Mortar joints shall compply with FBC R407.2.1. thicken edge to 8"x8" 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) L22 Bl BI BI L22 with concrete and at each filled cell one #5 bar continuous W BEYOND Fill cell with concrete and Rear Patio/Slab to (D #5 bar vert. (typical). NBl O be flush with bottom of Max. spacing shall not exceed J r sliding door recess. Wood 48" unless otherwise noted N HE A O r see foundation Top of footer Base spacngatopennotes for openings BI BI q BI B1 Bl 16" below finished floor L90 L:O L90 Step per foundation plan 4" concrete slab with fibermesh OR 11 6"x6" #10/10 WWM on 6 and Visqueen over a Slope per foundation plan !R clean compacted termite treated fill iy HETA 20 QHETA 20 _ ME _ _ _ _ IIIIIIII IIII—II_I1=------------- 11 I I 1J —11 1-111-1 111 1=1 11 I I I i1 I� I Provide downspout Provi a for gutter , „' Simpson HETA 2 _ hurricane anchor at a Provide downspout ' l I I_I 11I I(24i' o.c.) supporting Max. ISIQ lbs. uplift =1�I1 —ills II—� 3 Typical Sectlor at Front Porch Scale 1/2" = I'—C" Braden t Braden AIIA, FA Wg nine Building Corp MODEL: Date Drawn ; Revisions : Sheet Comm 4 Architects — Planners 9-22-20 411 S,1=. Coconut Avenue REAR Drawn bg: THE WINDSOfi� ` Tel : (712) 287-8258 PORCH C.C.U. REVIEWED FOR Fax (112) 281-8283 S pnish Lakes 33 Ecuador RIGHT Checked bg CODE COMPLIANCE T, E—mail bradenaia5comcest-net S Lucie Count Florida Stuart, FL 34996 UAAC000032 y �Ua D-R.B. ST. LUCIE COUNTY OF 5 gable end truss with (2) IOd is at each web of top chords using (2) IOd nails at each truss PANEL "A" Pries BR Load Wire Description circa arc# Description Wire. Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #6 12.0 kw SO 2 1. 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw 412 Kitchen S.A.C. 5 6 Dr er #10 5.0 kw 30 . 2 1 20 Lb kw 412 Kitchen S.A.C. 1 8 1 20 #12 Bathroom Recepts 9 10 Air Condarritor 910 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl $10 5.0. kw 30 2 1 I5 #14 General Lighting 15 14 1 15 #14 General Lighting 11 Is WH #10 5.0 kw 25, 2 1 15 #14 General Lighting 19 20 I Is 414 - General Lighting 21 22 GDo #12 0.81 KW 20 1 1 IS #14 General .Lighting 23 24 Spare Spare 25 26 Spare Spare 1 21 28 'Spare Spare 1 29. 30 1 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watts) General Lighting (a. watts sq. ft.) Small Appliance Circuit(s) Range ..... ................ Refrigerator .. Microwave Dish Washer ......... .... Clothes _Washer _. .... Ctothes_ _Dryer. ..: _ ......:..... _ ...... _ .. .............. Water Heater ... .. .. Garage. Door .Opener.. _ _ _ ...... .. .. 1135 3 5,205 2 1.500 3,000 1 12,000 12,000 I 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 I 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35,LI5 First 10000 Watts e100% I 10,000 10,000 Remainder 25,615 $40% 1 O 10,24L Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical 5 mbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed e Push Button Switch Exhaust Fan 4) Duplex Outlet y Ceiling Mounted Light Special Receptacle Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel e Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack ❑t Telephone Jack tic I A/C Disconnect ® 1 x 4 Florescent Light 2 x 4 Florescent Light SPKR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Opt, PATiO/SLAB 124 CFM IOXIOX4 FORCH MASTER' BEDROOM 1 up MASTER T PORCH BEDROOM `lc� WP GFCI \ 12xl2xIO I \ I LJ 124 CFM IOXIOXL ® B/A �-� 141 CFM I 141 CFM ' IOxlOx1 I IOXIOXI I 0 i r-Z� I I " 12XI�-xrd - - N GFCI .S I B/A I N a i 1 I 98CFM " I I C� RE 4T ROOM l � I T CAREA T ROOM LOSET o i I -----� I ry � CLOSE I I GFCI Vent thru 8x4x4 o I _ S � / I / I LAUNDRY e FM VP LAUNDRY I 8x4x4 141 CFM / r�'4 �� I DINING 12 ' I I°xl°x-I ROOM I 1� / / o / CFM Cl DINING 16 I 8x4x4 I ROOM S II I `\ �� I X \ T, � I PANTR _ CAB 1 FCI _ _ _ / DW SECOND 1 S - _ _ _ _ i CAB R Ill CFM I BEDROOM/ ► o GFd G 1 I SECOND I I 124 CFM I ' / ' I C.M. Detector 1 I ' BEDROOM i IOXIOX6 I on[ y per FBC I I I 14 KITCHIEN I It I R314.3 KhT�HE� FC MECHANICAL I I Y I I 14 I IEl, HANICAL L- 4 I OUT I I I 3 TON � 20x20 NON-VMICRO,ave SEE MANUAL / _ NON -VENT SCALE: /411 =.. Ii-O" I R�A1 T 7EF O"J" and Energy I ( I ®.N=OMERTE GFCI �L - Calculation / I / REF. I for Unit into 38• CLEAR 0 12X12X8 r� ri - _ // ENING - - J B/A �F-- I(e,d. W.H. GFCI11 GFCI`:. THIRD p i W.H. V - - It FCI 1-2-19 H I R D I +4 Steel Ballard I See detail on thiing�%fto THIRD O W.H. BEDROOM ' I C 4" o Steel Ballard under disc. FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE 'RISER BELOW # ul I - - - _ p See detail on this sheet I I r not shown For BEROOM--� A/C disc. A/C disc. 100 CFM � O 1 l I 22" x 54" 1 darlty . . W' lOx4x4 I z\ I I I Attic Access / 4 1 1 #2/0 AL SER Cable I Q I with light J WP CI � O (3) #1 THHN Copper With #1 Grind ® I lR -L - - - - F I i X I S � -Attic A seas 1 2" PVC Schedule A/C L_-- I � L---�- 40 conduit so 2' PVC Schedule [so #I 8x4x4 � / - � � u7itli�hght J \ 40 conduit sleeve CFM I AMP AMP. Into attic MCP' PANEL AHU PANEL AHU I GARAGE � 200a rated 200a rated / OPTIONAL PANEL metecan O meter can O N _ LOCATION r METER - METER - G / Intersystem bonding TInter stem bondingU FCI \ GARAGE Termination. pant ermi�nation pant 150 Amp Q � / L GFCI \ " 2" PVC ( FPL)-� 2" PVC ( FPL schedule' 80 schedule 80 Panel 150 Amp' /tAe� \ r-----------------� r-----------------1 Panel oFc1 \� \ I GOLF CART1 I I ' �o corner � 2" rigid service FPL 2" rigid service FPL GFCI I GARAGE I I I r--------� ----� , I I GEC A GEC 1 I I I j Garage a / I Garage� ------ I Bare #b c e Wire Bare #4 cg�per wire to (2) 8 &salvanzied to (2) W-V" Galvanzied Door Door ground rods _ ground rods.Opener j / j Opener j ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER i i i i GOLF CARTGARAGE � - Contractor shall use AL-CU Landing lugs. NTS Contractor shall use AL-CU Landing lugs. NTS I 1 I I I I ( I I - Contractor' shall torque lugs I.A.W. - Contractor' shall torque lugs I.A.W. I 1 I I GFCI I I I I manufacturers recommendations which manufacturers recommendations whicil _ - _ - - I I GFCI to galrrage lights I 1 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 only 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 all required smoke it Carbon free of defects fora period of not less than two years from ordering_ The contractor shall provide circuit routings to L C T f C Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the ,lob conditions. 3. Contractor to verify location of electrical year from closing sale of house. Post Lig t with O service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans SCALE; I / -4 Photo ce 1 6 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. Center Post Light 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. Attic Ventina Calculations between driveways 4. Recessed cans to be installed per 'NFPA requirements. 14. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete I FBC 2309.1 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall Furnish and install slab shall be spaced a minimum of three diameters of the Total Attic Space = 2101 'sq, ft, ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. Venting Ratio 1/150 = 18.00 sq. ft. required 8. A/C Return Air Balance Must comply w/ FBC RMI(O2 the requirements necessary for the equipment to be placed in Provide A Continuous Vented Soffit 9, A/C Refrigerant lines that are run thru slabs must be proper working order. 23. All exposed:wire below 9`1" shall be installed in metal EMT sleeved m -F'VC 11 All work shall be done in accordance with the NEC and conduit. 50 'CFM - - `DRYER. I \ � �1 c Wire For Front Post Light 10. ALL A/C Equipment shall comply with energy calculation shall coin i with all local codes and ordinances, and shall Braden t Braden A�Yt t-OAODEL:' Date Drawn Revisions Sheet Comm It 11. All work shall be performed b a licensed electrical p y 24. Dryer Vents to be installed per * n } j e Building d I n Corp.0 r p y meet all standard requirements of the local electric utdrty FBC7502 •� � M-22-20 contractor, the completed system shall be fully operative, and telephone company. Architects Planners p a 12. Contractor shall pay for all fees, permits, testing, and I� I� Drawn b(�: }�EVIEWED FOR Inspections, including blower testing where required. 18, The electrical system shall be completely and effectively 411 S.E. Coconut Avenue T JJ I C O y, PL��N(f _ 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. Tel (112) 281-8258 I ii �I I � J 2 2 PORCH C _ C _u . vODE COM interference with the progress of construction. Fax ' (112) 281-8283 Spanish LdICeS 33 ECUadOr / +T. LUCIE COUNTY 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' p RIGHT G� H T y against the public liability and property damage for the labels where applicable. malls 499L ala�comcast.net Checked b : r t of or E Stuart, ''�L 3�996 #AAC000032 St, Lucie County Florida of a p.�,g, lan(rr:r` 01= S