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HomeMy WebLinkAboutBUILDING PLAN5/8" thick light textured stucco on typical concrete block construction LLb RiGHT ELEVATION Gulf Coast Supply and MFG SV Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing w slier at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlaym nt Installed with min, s side laps and 6" end laps fastened with corrosion resistant tin capand with 5" ring shank Halls spaced 6" o.c. at all laps and two staggered rows 12" o.c. n field. Attach deck to trusses using attachme t detail on this sheet oQ� ^ � 4, O -\ x­�O��rIE Gulf Coast Supply and MFG 5v Crim Metal roofing FL 411451.12 ' 2L ga. 5v crimp metal roofing attache to plywood deck using #9 x wood screws with self sealing washer att, 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and C en / laps fastened with corrosion resistant iin 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 data] on this sheet 12 4 SLOPE 8'-I" SEA ING 2 - H. T PE 71. rn ` 3 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4' = F-O" ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Daoxs. Sliding Doors, Windows do Skylights Opening Ty NOA/FL Product Product Model # Manufacturer Glass Attachment method Exspuation Date Design Pressure of Approved Tests 1,2,3 $4 FLU 11499.1 Impact Single Hung Series 185 MI Windows and doors iq. x gpcans W mi pCn et en at me ram eacafi caner end G o.c. thermalhdrr through f i3uck into sold filled CMU wall maintaining min 2.5' edge distance in strict adherent to the roduct a rove(. + (,0 psf A 16-0330.02 Overhead Garage Door g Model 824/811 9'-4' max. width W-O" max height g DAB as br"vet to comersts we w ae wt u.rw 3/9' x i' H.idlta, .HLC shave anchor. at e' o.a. t a�i�er� +' W dmtance. Install track to buck s�k° gee �i w ah pad across in each bracket owntamirip an d�Ui'�edee drtarce - GC to atnatli adhere to product apWwal 10-9-21 + 50.0/-(O.O psf B FLU 16614.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4' die. Lepton with min 1.25' embedment at 3" max from corners and 11.5" o.c. max thereafter in head and ,lambs. + 50.0 PSF C FLU L133.1 Sliding Glass Impact Door Series 420 Mi Windows and doors x ap ons penetration at max raw sac corner and 'I' cot. el douriile raw 9hareatter thrroug PT Buck into solid filled CMU wall maintainin min 2.5" edge distant m strict adherence to the roduct a rove(. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TExSption Date Design Pressure of Approved Tests Mullions FLU 15353.2 5144 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" tapcons with min 1 1/1' embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF Roof FLU IIL5112 . 5V Crimp Metal Roofing Gulf and Coast Supply manufacturing 2L ga. 5v crimp metal roofing attached to plgwood deck using tt9 x 1.5" wooQ screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underiagment 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 roof plan - 108.S PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing usi 48 x 3" wood screws at each truss. Install soffit to battens using 0,12" dia. x 1.5' lono rino shank nails with 3/8' dia. head, g -36.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Globel Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + _ 45.0 FSF I have reviewed the above and approved it by my seal below. ( Architect or Engineler of Record ) 12 SLOPE]-4 12" O COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands 7mfsF A( " dRfgQYUUV' fc�N04Lt PP0 fD'fDgYYCOAAf3( Flet k-,CrjrCDdfP`YW�i4Ry �M{yr�QRK NCEALEO FASTENERS OR ATTACHMENTS ARE Tur mennn­._.- C AU FMANUFAC7URES W FB AND SHGC CCF9 dHOWjpO REMA(N CN C ENERGYCOrl'SO MPC(AfVCE UNRLIALL NSP C77p 3qR A mow( Dw3 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 29 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 Ib 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 0 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 4 [SLOPE_ stucco on typical concrete 5/8" thick x 8% cut block construction coral finished stucco bands REAR ELEVATION 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 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 detall on this sheet SCALE: 1/4" = 1'-0" FILE COPY 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" COX Plywood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 1H2" I 12„ O' ®®®® 5/8" thick x 8"w cut coral finished stucco bands FRONT E L E V A T I O N SCALE: 1/4" = 1'-0" 2" x 4" top plate 1I 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c base -board \ 11 II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xC 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor 'i4On-Becirinq Partition SCANNED BY St Lucie County ST. LUCIE CQUNTYBUICDIiVG DIVISION REVIEWED FOR CO NCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON 7Og SITE OR NO INGFISTION(S) WILL 151 Mill SCANNED BY St Lucie County nts Braden t Braden AIA, FA Wgnne Building Corp. Architects - Planners BTel S.E. Coconut Avenue THE 1� IIIIII U J I I �l C L/ D S O R Tel (112) 281-8258 Fax E-mail: : (112) 281-8283 bradenaiaacomcast. net Spanish Lakes St. Lucie County Florida Stuart. FL 3499E #AAC000032 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) 101. Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocitg: 145 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Imoi;17281H2 Internal Pressure oGo-efficient: ±O.Is T�g Subjectabdity to damage from: Weathering: Negligible Termites: Veru Heavci Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.12t. Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2A DL+LL, DL+O.LWL: O.LDL+O.LI3L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding all End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38,1 psf = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 Yes Walls Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE Minimum Sal Bearing Pressure; 2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD: l0 psf JOB ADDRESS: 33 LAS CASiTAS Model REAR PORCH RIGHT Date Drawn Revisions Sheet Comm It 12-19-11 Drawn by: j ' C.C.U. 11-211 Checked by: B D.R.B. OF 5 FLOOR O J� Recess top plate L"w x 3/8"d Counter top - verify type 1 I V / C) L H L7 f� 4 for steel support angle with contractor 35'-O" CRASH POST DETAIL see detail on this sheet TYPICAL NOTES: SCALE I/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3L" high bg 4" diameter 2 steel crash post. Floor Steel countertop support angle proceeding with work. Flan e with 4 - 3/8" Install L" from each end and 00 00 00 00 9 Base cabinet ° , 2. Contractor t0 STRICTLY enforce ALL OSHA Requirements, expansion bolts Into one in center of counter. O EGRESS O slab (3/8"t 50 ksi steel plate) see angle detail 12" x 12" Concrete column 3. ALL. Lumber t0 be used as Beam, Rafters, etc... to have 2" x 8" wood studs block filled with concrete and a minimum IAOO P.S.I. fiber stress. G" 1/2' drywall at I6" °.`. 13'-u° o (2) #1 bars vert. tied into p lintels above 4. NO dissimilar metals t0 touch. 2%i' 2%5" 2" x 8" PT wood plate O Filled cell under O ^ H S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. r,° rz' O r - girder above C ALL Concrete used for vertical filled cells, cont. tie beam: etc.. to ° WIRE LATH t STUCCO o shall be 3,000 P.S.I. concrete and/or 4,000 F.B.I. grou(, mix °3/e° ° 2'r," KITCHEN ISLAND FRAMING DETAIL CEILING 1-99 L. Drywall at ceilings shall be leveled and attached to bottom chord 4� v O — 3' 9" Of trusses with screws per FBC R102.3.5. 2y2" Attach buck to block wall with P 1/4" dia. Elco conc screws with min. MASTER O O 1 I/4" penetration at 12' o.c. max ryProvide screen Inftll below 1. ALL wood In contact with concrete shall be pressure treated. p S. ALL wall dimensions are nominal and not finished wall or stud dimensions. and 4max from each corner thru beams and between columns i " O %" Eface 2" x 6" PT Buck BEDROOM Exterior 9. ALL plumbing fixtures to be low flow. of wall q�m 00 00 " O 00 cries 8 10. Contractor to Provide Drain at water heater in accordant= Q '-O" A.F.F. Flat ceiling I O with the current edition of the Florida Plumbing Code. �N 11. Contractor to Provide a 2'-8" wide door at one bathroom for 48 woad .crew. thru Jamb into buck 1 = 2�z, 2'/i„ at each hinge and 15" o.c. max and D° 00 handicap accessibility requirements. Detall at Door prior to door attachment 1 O 12. Lowest finished floor to be set bg Governing Building Department �' 6" h NTS surveyor t0 Set In field. INSTALL VULKEM BLOCK SEALANT Vanity to be O I O 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 34 y2"high 1 14. Door between garage and residence shall be 1-3/4"t 20 mn, rated door INSTAL�AT orPiRloR To BUCK Rod t Shelf B'-O" to T-8" A.F.F. w-H• = Water Heater Install windows thru buck into _ _ _ _ Vaulted Ceding block with 3/14" tap -con with ° 6'-4° 4° �'-3° — 19'-5° 1 1 1/2" penetration at 6' o.c. max Q 15. Wall and Ceilin shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each corner and 20." o.c. max g p thereafter at jambs and 20" o.c. max. r „ IL4 Exterior face at head and wit Wall and ceiling finishes shall have a smoke -developed index c)f not greater than 0 per BC R302.9.2 per product approval I v I 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wail Buck to be I' x 4" PT N GREAT ROOM flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies LtS5elf I_ I materials exposed on the underside of the roof deck or on the attic walls shall comply LOSE: T I� I D with F.B.C. R316 - see permit info box of code edition I I 18. C� psum board material shall conform to ASTM C3L, C19, C415, C514, C630, C931 1"x4" P.T. Buck nailed to H.B. H C�LO, C1002, C1041,C1111, C1118, C1218, C1395, or C13% and shall be installed lock with case hardened nails D r OD according to the following. (FBC R102.3.5) Detail at Windows prior to window attachment I " �()m g g: Masonry Beam O- I" k I d t Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail installation Spacing Maximum on opftidrgswallrtnto wood framin members em Nails Screws 2" x min. t Ickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64' head O 0.098" diameter x 1 1/4' long annular -ringed or 5d cooler nail /2 O Walls Either 161,8 16" 0.080" dia xx 1 5/8' long with Direction 15/64" head OR Ggpsum board nail 0.086' dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T, 12" 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail e dia. xx 1 1/8" long with Walls Esther 16" 8, 14,,0.092" Direction 1/4" head OR Ggpsum board nail 0 0915" die. x 1 1/8" with 19/64" head. x . . uc mate o INS = block with case hardened nails = prior to door at achment If Install SGD thru buck Into (� = 32" DRYER ASHER 1 block with 3/14" tap -con with W O Ln 11/2" penetration at 6" o.c. max. W O -\FX from each corner and 20." o.c. max 9' S" O LAUNDRY . ( O thereafter at head per product approval O Ln 1 WIN iv 8'-O" to 9'-8" A.F.F. O pUse 3/14" tap -con with i I Vaulted C ding O 0 I I/2" penetration at L" o.c. max. D ° O I DINING from each corner and 20" o.c. max Vanity to be thereafter at sill per product approval m 18„ Oi 42„ 34 Y high I I _ I ROOM counter tops to ° 1" x 6" P.T. Buck nailed to 0 9'-5"� O " 5,_3,, I 1 q- overhang wall 1.5" 1 3/e" r to steel O block with case hardened nails F 90" counter top supports r Head prior to door attachment Ny eq. eq. counter tops to 21 O 6 over ang wall 1.5" Ln fixed door ° Zo CAETR O sliding door m v o 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, Masonr Wall +4I° high wall ° ° DW A108.1, A118.1, A118.3, A13L.1 and ,A131.I ,2„ "_ y ---" SECOND " 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM O o BEDROOM KITCHEN I C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall Bottbm Track Typical Flooring - t° 9'-8" A.F.F., 8'-O" A.F.F. be used as backer for the wall tile in tub areas and Wall panels in shower areas. Sill Install SGD thru buck into Flat Ceiling r I Vault d Ceiling `1 block with 3/IL" to O O 21. Insulation including facings such as retarders or vapor permeable members Installed tap -con with 1 r I Upper cabinets to extend over Ref. Within floor -telling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics �J I i I n g D OOr D C t a I I I 1/2"2" from eachenetratlon t L" o.c. max. corner and 20." o.c. max r O I 1 MICROWAVE; shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at jambs per product approval Jamb 2 8 4 REF NON-V NT I O developed index not to exceed 450 when tested in accordance with ASTM E 84. At asonry Wall NTS 3e' CLEAR O H B Insulation shall comply with F_B_C_ R31L. OPENING L _ _ _ U tt, Window Schedule Gulf Coast Su I and MFG Sv Crimp Metal roofin FL. #11451.12 R-u Betc. irwistioa O m pp y p g Mark Size Rough Open. Window Description PRESSURE ZONE O O THIRD o O Provide auto W.H. 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" closer S 6 Steel Ballard wood screws with self sealing washer at 12" o.c. max spacing over ASTM D I. 4' S%`x 4'-L %s" 54Ys"x 5411, Single Hung ZONE 4 4 ``� E See detail on this sheet (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end BEDROOM laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 2. C 2 %"x 5'-3 %s" 16" x L3 %!' Single Hung ZONE 4 J ��# W _ _ spaced 6 o.c. at all laps and two staggered rows 12" o.c. n field. Attach 21i,''x 38%° Single Hun _ 1 deck to trusses using attachment detail on this sheet 3, 2 2 x 3'-2h" 9 9 ZONE 4 O r � 0 1 22" x 54 = Attic Access 4, 3',-I' x 5'-3%s" 38" x 63'/4' Single Hung ZONE 4 J 1 d I with light I 8'-O" A.F.F. in I -_� w-----J O A/C Flat Ceiling o B'-AS'A.F.F. rAlLrougifi L Windows to be aluminum windows w/ tint ttl * a /Flat Ceiling Simpson HETA 20 or equal nil mullions per elevations. _ O _ O I rc GAR A GI hurricane anchor at each truss 12 12'-B" M with uo) lod x 1 1/2" mails PRE-ENGINEERED TRUSSES L indows to withstand pressures in permit Info box on sheet I o 1i) ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 0) " ISIOibs. uplift L indows in bathrooms to be tempered (shop drawings by manufacturer) Block wall in opening dimensions to be venfled by contractor - OO O MT O O /garage to be cyXXXXXXym manufacturer s specs prior to construction O a� / struck block r+ R-11 Batts Inautatian Provide auto 2'-8" Aluminum Drip -�� R-30 blown fiberglass Door S c h e d u l e 150 Amp closer 6 _4, O 3'-0" Edge t Fascia in bottom chord or trusses Panel T EMERGENCY y M rk Two rows lof i beam block filled with concrete Size EGRESS Rough Opening Door Description PRESSURE ZONE O r-----------------1 r------------- ---1 O 2" x G" Sub -Fascia I I I I and (U US bar cont. n each row. Substitute 9-0" X 'P-O" 108" x 84" Overhead Garage Door ZONE 4 3. I I O precast lintel filled with concrete and ll) US I I r I I Kagcan Pull o vent vim I soffit installed b 3 -O" X 6'-8" 41n%4" x 83%" Fiberglass Panel - Inswing ZONE 4 p I I I I using 1/8" dia shank x �5" long gaiv. ar cont, for bottom row over openings - O; O roofing nails with 3/8" dia. head per L' 0" X 4'-8" '14" x 81 '2" w :� :`°" Sliding Glass Door ZONE 4 I I r I I product approval - see chart sheet 41 1/2" drgwall over I" x furringg _ GOLF CART � strips at It" o.c. with R4.1 ri-foil 2'-O" X 6'-e" Solid Core - Wood - L-Panel-BrFold Finished 24' x 81 I —insulation on tgpical 8" Block walls " a I GARAGE All dr wall to be installed per FBC R7o2.3.1 2'-6" X G -e Solid Core - Wood - 6-Panel I I I I 5/8" thick light textured - y p Ln I ILn stucco on t ical concrete and shall meet all pertaining ASTM codes. 5'-0" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold block construction ro Mortar to be Type "M" onl pro ortioned per FBC R601.1 2 I I _ _ _ _ _ 0 I I O g ° and Mortar jonts shall comply wit FBC R601.2.1. 7 8" x C-e" x 1 %" Solid Core Wood, Steel, or Masonite Door 00 O O 00 00 O O 00 Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) 3" 2'-8" X 6'-8" Solid Core - Wood - L-Panel #5 bar vert, w/ 30" overlap FIII cell with concrete and 2'-G" X L'-8" Solid Core -Wood - L-Panel - BrFold 2'-8' q'-O" 2 -8" 6'-4" 2' 8" 9'-O" (I) #5 bar vert. (typical). Verif attachment at each filled cell y 3S'_01, Max. spacing shall not exceed hole location with GC us 48" unless otherwise noted i ' Wood see foundation plan notes for LL Exterior doors to withstand pressures stated in permit info prior to fabrication Base spacing at openings b X on sheet 41 3/8" thick 41, steel bracket Square Footage Breakdown 4" concrete slab with fibermesh OR ARA E DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL Total A/C Space = 1,153 sq. ft. Zcl an c m WWM to 6 mil Visquetreated over W THS AND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I clean compacted termite treated fill 3Covered Porch Total = 212 sq. ft. Grade `r A I rou fi cp urer dimensions to be verified by contractor Garage = 459 sq. f t. wi h ma ufacturer s specs prior to construction COUNTER TOP BRACKET DETAIL Total Cubic Ft = 14 024 Under Roof Total = 2,484 sq. ft. 4. 11 III-���� IIII _11jI Ij11 I B Braden t Braden ,AIA, FA Wwrne Building Corp. MODEL: Date Drawn : Revisions Sheet Comm # Architects - Planners 14" x 14" Concrete footing12-18-17 d411 S.E. Coconut Avenue T I I I I 111� I i"1 C O L"D REAR Drawn by: � ' 14" transverse ve a bars t 48nt. an #S THE W I �l D S I� FORCH C.C.U. //�� � I transverse bars at 48" o.c. �I Tel (Z�2) 28�-8258 T Y i C f-� S C T i O I �l Fax : (1 12) 28�-8283 33 L,4s Lakes RIGHT Checked by: Stuart_ FL 3496 Scale : 1/2" = 1'-0" E-mail: br99d, a comcast.net #AAC000032 Spanish St. Lucie County Florida CASIT,AS D.R.B. OF 5 STRUCTURAL NOTES 1. 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 ROOF (DL+LL) 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE =" " 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. it. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL, WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 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 FRAM -3 SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS A D 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. �• 1-4- LAP ALL REINFOR ING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. IL ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR M. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO U A D�4 T f O N F L; I N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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 I US bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings UJpIU�.� to 5'-Il" wide. Provide (2) filled cells on each side of openings from 6' to 9'-11" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24' o.c. unless otherwise noted (see section) �. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 7. 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, mepting ASTM A-l6 and A-38 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/ Thicken edge to 8"x8" SCALE: I/4" = 1'-0" FOOTING SCHEDULE MarkI size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS �§ 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET a 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS I"W With ith x 14"DMONOLITHIC Curb at Geroge2"W FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-0" X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap SEE 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 IC mil Visqueen over clean compacted termii a treated fill 4" concrete slab with fibermesh OR GRADES1-11 6"x6" 1*10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 11— IIII—I>,_14"w x 14"d concrete monolithic footing with (2) 45 bars Cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar Cont. PORCH SLAB EDGE DETAIL SCALE 1/27 = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ e d. `r m — 10" (2) #5 bars Cont. bottom steel 12" J/ DETAIL AT C GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Top of footer 16" below finished floor SCALE 1/2" = Verify house slab height in field SCALE 1/2" = 11`0" ME- 4" concrete slab with fi ermesh OR VxC #10/10 WWM on 10 II Visqueen over Eclean compacted termite treated fill o'-o° F.F. — IIII a 14 w x 14"d co Crete monolithic footing with (2 45 bars Cont. 3 14" Tj GARAGE CURB DETAIL SCALE I/2' = 1'-0" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 b r Cont. 0" '(2) #5 bars Cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/21' = 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. 2" x 6" PT wood secured with \ 3/8"dia. x 0 anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location U5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS r-—— — — — — —I _ 4 12" x 12" concrete column block filled I I with concrete and (2) #'I bars Vert. tied 35,-0" F4 Into lintels above 8'-10%2" 10'-O" 00i sill LOU I 0E) ----f ---- FI — — — —— i 4 L_ J� — — �L � PI I I Filled cell under I 24" I ° r- girder above FI J Rear Porch Slab to O F4 I r be poured separately 1 W I from House Slab. O 0- I O - o I a I Thicken footing to 24% x 14"d x 24"L I O k I under filled cell I O �jm I under girder bearing. OO I L L a FI �_ u-0 I OI I I I OI 0 I OI II —i I I —i -I I �I FI 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill �I I I O I 5.5" I I OI I AiC I I ■ I W of N I O I I OO O 1.5" Recess for Garage Door 2'-8" 9'-0" Braden t Braden AI'A9 PA WUnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (II2) ,o i-8283 Spanish Lakes E—mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL 34994 UAAC000032 33 LAS CASITAS .5" r I O MODEL: REAR PORCH RIGHT FI 1 Rea Patio/Slab to be flush with bottom or [cc sliding door recess. Slope 1" I i i PI I 1 I I '- t- C 4" concrete slab with fibermesh OR CxC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Ir po "FASH I IL II r I I F- I o Ir- I I F- I FI I [ I I� O� I D W II I I I� I I MICROWAVE REF. NON -VENT I C 3a' CLEAR O OPENING --- N F (5 0 ---� Ste I 4" 0 Steel Ballard heC See detail on this set F� ; I I L C I I W I I CL W I OI OI OI N I I IE I I� I F— oIF5 IF_ I p5 I° I Q L — — — — — — — — O 1.5" Recess for — — -1 C I@ 10C. 00 tiara a Door < 2 i8" i > 2'- 8 Ln S" Step n av m ,ors a- O m Date Drawn Revisions Sheet 12-18-11 Drawn by: C.C.U. Checked by: 0.R.B. OF 5 H.B. I MPs> Comm # 1�-21i R 0 0 F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Keu Area Ede Field Fastener Pressure Zone I 6" Lit 8dring shank '45 psf Zone 2 4" 6" 8d ring Shank -14 psf Zone 3 4" 4" 8d ring Shank 84 psf ** Zone 3a 6" 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 Concrete / Lintel C olumn Verify with Plan Provide tt5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel t\ Provide Cast -Crete — - -' BUB-OB/OT precaat - T lintel set in mortar Min. 8" Bearing -�•--��..._ 12 "x 12" Column Block v#7 Rebar Rebar Z.48ar Dia. Min. ®verlap to Lintel R O O F P L,4N Scale Provide 45 bar set Inpre-cast lintel into beam where length of the opening calls for it. — Overhangs at 1'-0" unless Otherwise noted On — Roof pitch at 4:12 unless otherwise noted on tl - — Truss shop drawings to be provided by manufact ;� ;; Any changes to this plan shall be submitted to - L architect for approval In writing prior to starter Provide PT Buck attached per jamb etails into filled c 4" Pre -cast Sill ALL TRUSS TO TRUSS CONNECTIONS B TRUSS MANUFACTURER Architect to review Truss Shop Drawings Frio Pto construction for layout and uplift verlfeeateoli red Filled Cell — Contractor to provide for Form Board Survey T Form Board Survey to Truss Company prior tc Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous rooter steel. l I Concrete Footing (see Tooter schedule for exact sizes) 7) -r A I I n T 1 111 1\ I n /) I I I CBS WALL N N Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall usingg 5/8" dia. threaded rod act min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CE, TER BEARING POINT Attachment NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D 7'pe 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood nailed at (" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underleyment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 4" o,c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel tt5 bars , LE CAR Lintel Length Bar Length Clear Span u u A Bars i " B Bars I'-L" 2,#3 none i'•�`.^' i i i i i 2'-10" 2'-8" 2'-2" 2,#3 none BPS-OBAT 8F8-I5/1T BPS-IB/2T Addltionel 4'-O" 3'-10" 2'-8" 2 it3 none #5 bare CLEAR'J`• 4'-6" 4' -4" 3'-2" 2,43 none One Row of "H"::: Block Above ""_ ,':Z 2,43 none 2,44 none ,"` ` :? ,l Precast Lintel ii Additonal 5'-4" 2,44 none 45 bara 1'-0 L'-2" 2 #5 none BFIL-IBAT BFI6-5/2T ' e-4" 1'-10" 1' -O" 2 its none NOTES: ALL reinforcing steel Is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=s" 3. standard for remf, steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window or Door Unit WidthSize Lintel Cast -Crate Specification Rows of "HitBlock Above " ii Bottom steel size Top steel Size Max Gravity Load (PLF) Max Uplift Load (PLF> may- Lateral Load (PLF) L22 2'-2" V-L" 8F8-OB/IT 1 #5 300 151.9 1024 L31 2'-L" 2'-8" 3'-1" 4'-O' BPS-OB/IT 1 45 264I 1343 1L3 L45 4'-5" 5'-10" BPS-OBAT 1 #5 1105 909 339 L50 5'-0" C-L" 8F8-OBAT I #5 1238 S35 121 LLO 6'-8" T-V BPS-OB/IT 1 #5 1011 121 534 LBO 8'-O" T-4" 8F8-IS/2T I #5 2 #5 152 591 512 L90 9'-O" 10'-6" 8F8-IB/2T I tt5 2 #5 443 530 401 L90B 9'-O" 10'-6" BFI6-IS/2T ONE I #5 2 #5 1533 1183 401 1_I00 10'-0" ll'-4" BPS-IB/2T 1 #5 2 #5 582 1 494 452 LI00B 10'-0" II'-4" 8FIL-I15/2T ONE I #6 2 #5 1344 1028 452 LI20 IT -ON 13'-4" BF8-3/21f 1 #6 2 #5 1 411 426 324 L120B 12'-O" 13'-4" 8FI(.-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" 15'-4" BFI6-I15/211' ONE 1 #5 2 #5 1250 L09 259 LILO I6'-0" IT-4" SF8-IB/2T I #5 2 85 SOO 192 194 LILOB I6'-0" IT-4" 8FIL-IB/2T ONE I I #5 2 #5 ISO SOO 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'-O" LONG ARE TO BE PRE9TRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24' o.c.) supporting Max. 18101ba. uplift Aluminum Drip _ Edge t Fascia 1/2' thick stucco on 3/8' hi —rib lath attached to horizontal and vertical wood 2° framing with neda or staples to provide 2° X 6° $Ub—FaeCl no Isss than I-3/4" penetration into horizontal wood Priming and 3/4" penatretion into vertical wood framing members Kaycan full o vent vinyl soffit installed uan 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval -see chart sheet #I 5/8" thick light textured stucco on typical concrete 12" x 12' concrete column block construction block filled with concrete Varies - see Ian and (2) #1 bars vert. tied P Into lintels above #5 bar vert, w/ thicken edge to 8"x8" 30" overlap with concrete and at each filled cell one tt5 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Wood 12 4 Aluminum Drip ' Edge Il Fascia Flash and Counter v flash Nail ledger to gable end truss with (2) IOd ds at each web Top of rooter 14" below finished floor I_ 4 Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WO( >s 24"o.c. TYPIC,1 ( shop drawings by manufi "\R-30 blown fiberglass in bottom chord or trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" dr wall over I" x furringg strips at IL" o.c. with R4.1 ?Moil insulation on typical 8" Block walls All drywall to be installed per FBC R102. and shall meet all pertaining ASTM codes. uo Mortar to be Type "M" only proportioned and Mortar jointsshall coinplg with FBC RI Provide Dur-O-Rock at all wet areas (ex. Fill cell with concrete and () #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 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I I WI I I I �I at Front Porch Scale : 1/2" = I'-O" Braden Ill Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 28-1-8258 Fax : (712) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 34994 UAAC000012 Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Wynne Building Corp. Spanish Lakes 33 LAS St. Lucie County Florida CASITAS MODEL: REAR PORCH RIGHT Provide downspout 1, a ILL )ate Drawn Revisions Sheet Comm # 12-18-11 Drawn bg: Checked by: D.R.B. OF 5 PATIO/SLAB PANEL "A" Poles BR Load Wire Description circ# crc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp I 2 AHu #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Ran a #6 12.0 kw 50 2 � e 1 20 1.8 kw #12 Pump al 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave is 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 Is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 I 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepta 412 - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 - 20 1 I 20 1.92 kw #12 21 28 Recepts #12 20 1 1 15 #14 General Lighting 29 30 Recepta #12 20 I 1 15 #14 General Lighting 31 32 Recepts 412 - 20 1 I 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting 1#14 11 Is 1 1 20 #12 Bathroom GFI 39 40 General Lighting #N is I 5 are 41 42 Soar e PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. Watts sq. ft.) Small. Appliance. C.ircultls) .. ... Range Re... g erator Microwave .................................................. ................................................................. Dish Washer ............................................................... Clothes_.Washer......................... ...................... Clothes, .Dryer .............................................:.. Water Heater Water Pump ................................................ 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 I 1 1.200 1,200 1 1,200 1.200 1 5,000 5,000 1 4,900 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10.000 Remainder 21,415 940% 1 0 10,966 Electric Heat or A/C 10,000 1365% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage Calculated Wattage Divided bg Voltage = Total Amps Panel Size Required = 240 129.03 1$0 Amps El�ctrlcal S mbol L�g�nd S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed Pa Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack en 1 Carbon Monoiade Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter (JS Smoke Detector 4W Ceiling fan ® Television Jack Telephone Jack AC DISC A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® KR Speaker Hook -Up ❑I Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 7. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrl erant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fwllg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated With other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11, It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish .and install all items for a complete electrical system aird provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with tN e N.E.C. and shall comply with all local codes and ordmancdo, and shall meet all standard requirements of the local electric utility and telephone combanu. tt2/0 Aluminum feed 1'/,' Conduit 2" PVC A/C disc. IS O PANEL 124 CFM IOxlOx6 MASTER` BEDROOM 124 CFM IOxlOxb i�2111 F 'fit 12xI±xTd 1 B/A � _ 1 12x12x10 B/A R - l 141 CFM IOxIOx1 PORCH 141 CFM IOxIOx1 8x4x4 I 9 CFM GREATI ROOM LOSETI sari I -----� I I Vent thru 8x4x4 o 50 CFM - - DRYER ASHER I LAUNDRY 6 FM I 8x4x4 I 141 CFM 12" IOxI�x1 AiC T ngui service FPL Bar s#contpPaborii in slab ELECTRICAL RISER LL - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19, The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed 1n or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below T-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC M1502 16 CFM 8x4x4 12x12x8 R L III CFM 12x6xI SECOND BEDROOM 12x12x8 B/A THIRD BEDROOM 100 CFM IOxLx6 150 Amp Panel GOLF CART GARAGE I I I I I I I I I DINING ROOM I Moan ---- �- I I OW 1 Lu I I =\O I I Q 8 4x4 4 CFM 4"4 Steel Ballard i See detail on this sheet � -2 -2' x 54"- I Attic Access 1 Nth light L - - - - - GARAGE r-----------------� I I I I I I I I I I I I I I I I I I I I I I I I M E C /4NIC/4L L/4YCUT O= THERMOSTAT LOCATION SCALE: I / -4 " = 1'- O ' Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Aveflue Tel : (772) 287-8258 Fax (772) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34994 #AAC000032 3 TON SEE MANUAL J" and Energy Calculation for Unit info Install oulet under dl5c.- not shown for clarity �111►�M U Q MASTER BEDROOM �S I In I ;FCI CLOSE I PATIO/SLAB ,'/ PORCH WP GFCI \ :: 1C 9 DRYER AIW SHERII LAUNDRY GREAT ROOM DINING ROOM - I \ I \\ I � s / CAs R I I GFCI O e°G I i � ® K/ITC HEi I �FC L��l I I ® 19GRQAq*F- REF. NON-VEiRT� 38' CLEAR O ENING -GFCI / FCI W.H. 4" 0 Steel Ballard JE� See detail on thissheet x 54" ---c AccsuIL OPTIONAL PANEL LOCATION FCI GARAGE / / 1 GFCI \ 150 Amp ( 'gip \ Panel \ x '�o carrier GFCI -It7 \GFCI r--------®_ _--� i / r-------a--------� Garage / Garage Door 1 / 1 Door 1 Opener I I Opener / GOLD CART; / GARAGE GFCI i I GFcI to gauge lights I I / I I i a SECOND BEDROOM/ if / I THIRD BEDROOM, -- ELEC7RIC,4L FLAN Post Light wi h O SCALE: 1/4 = 1'-011 Photo cell ur Post Light 'Inn CAlrulatinns between drivewaus Total Attic Space = 2101 sq. ft.' Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. MODEL: Spanish Lakes 33 LAS St. Lucie County Florida CASITAS REAR PORCH RIGHT Date Drawn Revisions 12-18-11 Drawn bg: C.C.U. Checked bg: D.R.B. Wire For Front Post Light III Sheet I Comm # F - 1 1i-21� B OF 5