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HomeMy WebLinkAboutBUILDING PLAN1 I . DEC 2 t 2017 PERMITTING St. Lucie County, FL P12" . H. Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 ga. 5v crimp metal roofing attac ed 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" oxc in field. Attach deck to trusses using attachment detail on this sheet \ : I I 1iVAG 1:' �SSt"'PNprc 5/8" thick light t:xtured M Ps �N�Ao Z- stucco on typical (oncreteF Fec PaEW block construction oN� 5/81, :hick x 811w cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" 12 4 1 SLOPE ���XN( Gulf Coast Supply and MFG 5v Crimp Meal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x I.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 cops and with 1,25" ring shank nails s aced 6 o.c. at all laps and two stagger d rows 12" O.C. in field. Attach d .r to trusses using attachment detail on this sheet \ THE16 PLANS AND ALL PROPOSED WORT ARE 1UCJECT TO ANY CORRICTIONS REQUIRIO 1Y MELD INIPICTORS THAT MAY Al NECESSARY IN ORD1q TO COMPLY WITH ALL APPLICABLE CODES. 12 - SEALED FASTENERS OR ATTACHMENTS SLOPE 4 ARE THE RESPONSIBILITY OF THE OCNTRACTORGFRECORD r- 0'-0"'"T.O.B. = Frill Floor p00 �=LPV,2�TIOi1 1\1O7PS 12" 044 3 5/8" thick light textured stucco on typical concrete t block construction T41F = Finished Floor - - - - - - - - - - - - - - - - - - - - - - -- ARE LEFT ELEVATION Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x LS" 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 deck to trusses using attachment detail on this sheet \ 12 4 1 SLOPE Q '-0" = Finished Floor Finish Columns with / 5/8" thick cut coral finished stucco bands REAR - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - ,Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. OWN _5/8" thick x 8"w cut coral finished stucco bandsplikOPOSED WOO, 3 AND AL C 10 ANY OA$01 ONS ,iSpEOMELD I -.. sio--m - - - - - - - - - - - - - - - - - - - - - - Product Approval Submittal Affidavit Opening Schedule Swing Doors. Overhead Doors, Sliding Door. Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method E S' tion D:f Design Pressure of Approved Tests Type NUMBER 1,2,3 MI Windows L Ip x gpcona qq m pfn r1� on at max. roe each corner and L o.c. tlierea�ter throJgl T uck into sold FLU I1499.2 Single Hung Series 185 and doors filled CMU wall maintaining min 2.5' edge distance m eruct adherence ± 60 psf t4 to the product approval. A I4-0330.02 Overhead Model 824/811 9'-4" max width DAB rat x w concreteDi..uR a c. mt U a5 bar ve t u.ng 3/9' x L' FNIu FILE 6eeveee. h 136' yyyy waken �rth inn �' edge &arenas. Iwtall t eek to bark full Ip bracket maintaining 10-9-21 + 50.0/-60.0 of p Garage Door IL'-O' max height iD 5/IL' x 15/e' thread .crew m each v d 15' edge matmx. - GC [o at ewg adbare to product approval rovwe 11/ en rdler es Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max B FLU ILL14.1 Fiberglass Smooth Pro Jeld-Wen from corners and I1.5" o.c. max thereafter in head and Iamba. + 50.0 PSF C Sliding Glass MI Windows i x cona io� one ration at max. on ed, corner and o.c. If double row tkierea ter throng PT Buck into solid filled CMU wall maintaining min 2.5' edge distance + 48.2 PSF FLU 15332.2 Door Series 420 and doors m strict adherents to the redact approval. - Product NOA/FL Model # Manufacturer Attachment Method Ex Spiration Design Pressure of Approved Tests NUMBER Date For CMU use (2) 1/4" x 2 3/4" tapeoms with min 1 1/4" embedment CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) UIO x 1.25" + 118.9 PSF Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. _ Roof FL# IIL51.12 5V Crimp Gulf Coast Supply 2( ga. 5v crimp metal roofing attached to plywood deck using tt9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D Metal Roofing and manufacturing (tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails Attach - 108.5 PSF spaced L o.c. at all laps and two stagggered rows 12" o.c. in field. detail deck to trusses using attachment on roof plan Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented ICagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing usin using each trumla Install soffit tc bwith x 3i" wxood screw& a1.5" � +55.0/-35.0 PSF Vinyl Soffit 01 lond nd &bank S/8" is.a�tens Hurricane 24 Gauge Global Protection Install using 1/2" die. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels FI# 15016.2 Storm Panels Products LLC long SS screw head combo. with Neoprene washer at 12 1/2' o.c. 13" the top ± 45.0 PSF along the bottom and o.c. at I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4" = 1'-0" ME 12" 5/8" thick x 8% cut --- coral finished stucco bands -4" A.F.F. ALL MANUFArIt/Ft LAB UFAC"SANDCSLAp s8OMW wrrN F8C ENERGY OMpLE AE WNOhlALL CODE WUST UNIXIliilapECTIONg AND MNOOWS As AFIEApp"O/ED 12 4 1 SLOPE ------------ 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = F-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 Ib 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 detail on this sheet l 12" 5/8" thick x 8"w cut coral finished stucco bands 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 Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" H. O 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete T block construction SCANNECI FRONT ELE\/JJ�IIOI ,rritrlSY SCALE: 1/4" = 1'-0" 2" x <" top plate �1/2" drywall ceiling on truss bottom cord c L; h'ES *gCNA4rrY' NT�C ORCiF I �`RpTHF i?/2 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR IANCE REVIEWED Y DATE 1/2" drywall on PLANS AND PERMIT MUST BE KEPT ON JOB 2" x 4" studs at 16" O.C. SITE OR NO INSPECTION(S) WILL BE MADE base -beard 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xO #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearina Partition nt-s Finish Columns with 5/8" thick cut coral finished stucco bands FILE, ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Coe Cent: ±0-18 Subjectabditg to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 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 DL+LL; DL+O.LWL; O.LDL+O.LIAL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 pat Roof Zone: 2. +20.4/-510 pat Roof Zone: 3. +20.L/-84.O psf Components t Cladding Wall End Zone Width: 3'- " Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Teat: pai This Building Shall Have the Following: APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3'11 pat ROOF DEAD LOAD: 10 par FLOOR LIVE LOAD: 45 pat FLOOR DEAD LOAD: 10 par JOB ADDRESS: I FIIP ROOF 2,12 TO 6:12 PITCH 0 = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE Moo Corner Zones Roof Zone 3 Braden t Braden AIA, PA Wynne Building Corp. D5e9-11 son : Revisions Sheet Comm Architects - Planners l S.E. Coconut Avenue The G r d r d Car 1 t on GARAGE LEFT Drawn by: I. 12 - 2 � l : (112) 281-8258 BTel C.C.u, Spanish Lakes Fax : 1112) 281-8283 Checked by: E-mail: bradenaia�comcast. net St. Lucie County Florida OF 5 Stuart. FL S499L #AAC000032 FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1`0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cons. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at cellings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 1. ALL wood in contact With concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification o' not greater than 200 er FB I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per 17. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 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 18. Gyplum board material shall conform to ASTM C36, C191 C415, C514, C630, C931 C960, C1002, C1041,C117-1, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R�02.3.5) Drywall Thickness Location Orientation Framing Member Max. of fastener@ spacing Nail sizing options for installation or drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness 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 OR dia. xx 1 5/8" long with Willis Either 16" all 141,0.080" Direction 15/64" head OR Gg1psum board nail 0.084" dia. 12" x 5/8" with 9/32" head. Ceiling Perpendicular 24" T' 13ga 1 5/8"01Rong with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR 0.092" dia- xx 1 1/8" long with W13116 Either 141, all 14. Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/44" head. CRASH POST DETAIL N.T.S. 36" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 5o ksl steel plate) 6" 0 m o 4 2 0 0 R302.9.1 BC R302.9.2 1" x 6" P.T. Buck nailed to Masonry Beam block with case hardened nails / prior to door attachment AREA CALCULATIONS Living A/C = 144 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq, ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JAL I I I I 21' VTR Master f/� JIB Bath I v. L I 2• I Lev. 1 2" VTR 3 JAL I I Z' % sea3r. I Kit. sink I Kitchen 1 I I Lev..) 3' NC"0'5ht7o Bath . septic PLUMBING RISER Install SGD thru buck into I u O l 0 block with 3/I6" tap -con Lute 1 1/2" penetration at 6" o. max. from each corner and 20. o.c. max thereafter at head per product approval I" x 6" P.T. Buck nailed to O block with case hardened nails Head prior to door attachment \ Nil fixed door Use 3/16 tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max Masonry Wall - thereafter at sill per product a royal Bottom Track Typical Flooring Bill Install SGD thru buck into klncl iiiit_h 3/It" tat -con with 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 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. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -telling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanylnAA smoke E 84. developed index not to exceed 450 when tested in accordance withh Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 s aced 6 o.c, at all laps and two staggered rows 12" o.c. in field. Attach d.ck to trusses using attachment staggered on this sheet 5impson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL Ie101bs. I ft (shop drawings by manufacturer) Aluminum Drip -� \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vane vinyl soffit installed 15" long precast lintel filled with concrete and (l) #5 bar Cont. for bottom row over openings using 1/8" dia shank x gals. die. head roofing nails with 3/8" per product approval - see chart sheet #1 1/2" drywall over 1' x furringg strips at 14" o.c. with R4.1 frfod insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. stucco on typical concrete ao Mortar to be Type "M" onI proportioned per FBC RLOT block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with ribermesh OR 6 x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade r ;..:... 114" x 14" Concrete footing 14" with (2) #5 bars cont. and #5 transverse bars at 48" o.c. TYFIC,4L SECTION Scale : 1/2" S I 1 d 1 n E)o o r D et a i i from penetration at 6" max. g roomm each corner and 20.." thereafter at Jambs per o.c. max product approval) At Masonry Wall NTS - UJindoW Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5A"x 5'-3%' 54%"x 634' Single Hung ZONE 4 6'-2%"x 5'-3 %' 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 38Y Single Hung ZONE 4 4. 15%e'x 4'-2%s" 54ke"x 54Ys` Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-o" X 1'-o" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-B" 41 %,"x 83%4' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" �4" x 81 %' of race" Sliding Glass Door ZONE 4 0 2'-0" X 6'-Su Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F* 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G T-8" x C-8" x 1 %," Solid Core Wood, Steel, or Masonite Door H 2'-B" X 6'-8" Solid Core - Wood - 6-11anel J 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K T-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold amb ----------------- 12° 00 0011 Ilmol00 EGRESS E O 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above O Covered Porch ° o O O N 00 O O °I I IF)l I I I 1 19 1 l I OO ❑ MASTER © I = 2US BEDROOM 9 8'-O" tol9'-8" A.F.F. v = w a Ak 8'-0" A.F.F. Vauite Ceding u LLN Flat Ceiling I,AT CAR o E ROM I N ❑ I O Rod t helf I 6' 4" ° I I T H.B. m Vanity to be I I r 1 34 %2„hig C I to N iv 1 O C L O E 71 to 0 0 2" x 6" knee -wall 8'-O" to 9'-8" A.F.F. J below top Vaulted Ceiling O rr r I counter I DINING 'a, - - - J ROOM CABIN Rod t Shelf oc ip S pw W T H ° Vanity to be O 1 34 %2"high cv O 0 3/4n High Wall � �o ❑ �, KITCHE>�! 3'-8" O 1_ `r Vn h eo ghDwallr - L _ _ I-I/2" - - L 1 8'-O" A.F.F. Over-iiang -q1V Flat Ceding d HO 10'-51. V_ pper cabinets to j) O ext nd over Ref. 3'-O"4" 8'-I" 1 tNi 2" feller I I E " BATH ���R5on�qeo�it iJ t..7 lemng iVNr-Veaf. Rod B Shelf O ❑ - R-11 Bett" nwleGan W H.- OSteel I #I Ballard See detail oft tbir_sb§et_ $ W m Access Provide auto i A tic closer oath light I 1 22° 8'-O" A.F.F. _ J Fiat Ceiling m Is Meter 150 Amp o 4" 6'_O„ II'-6" ,�R Panel m m © SECOND m\ G�4R,4GE ElEBEDROOM ERCRENSSYI O -4" A.F.F. 00 I MTII OO m IV Flat Ceding O O r-----------------EGRESS ❑ c Block wall in ❑ 0 I garage to be struck block O 1 I I O O 3'-I" C VER D 12" x 12" concrete column block filled 14'- 6 1 ORC with concrete and (2) 1 bars vert. tie O into lintels above to I 6' 2" 1 ® 1 O O ❑° ❑° ❑° ❑°❑ ❑° ❑° N ❑° 9'-0" 3'-51, 2'-8" 2'_8" 4'-2" Install windows thru buck into block with SAC' tap -con with 1 1/2" penetration at 6 o.c. max, from each corner and 20." o.c. max thereafter at Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ----\ / \ Buck to be I" x 4" PT ALL Exterior doors to withstand pressures stated in permit info varies box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor Detail at Windows with manufacturer s specs prior to construction Braden t Braden AI A, FA Architects - Planners 41"i S.E. Coconut Avenue Tel : (-112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34994 #AAC000032 I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS Wynne Building Corp. The Grdnd Carlton Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Date Drawn 5-9-11 GARAGE Drawn by: LEFT C.C.J. Checked by: D.R.B. FILE COPY Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior race 2" x 0 PT Buck of wall ----\ / \ A b Wood screws thru jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment Revisions NTS Sheet Comm # 2. 12-2� OF 5 TRJCTL fiRAL NOTE 34,-0" 14'-0" , _ 20'-0" E 5 e 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. 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+LU =i WIND VELOCITYI 41 PSF = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="Q" POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WiRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. I6 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il FOLAD�Tf Oil FL4N ALL REINFORCING ',STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFIC ATI NS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTU4AL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE: PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL BADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LL MBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE 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 conditlOMS 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 1 455 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—I1" wide. Provide (2) filled cells on each side of openings from l'—O" 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) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing Steel Shall be grade 60, meeting ASTM A—l6 and A-35 specifications. ALL Anchors to be A-30-1 Steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap — at each filled cell IF SEE TYPICAL Thicken edge to 8"x8" T ECT YPI with concrete and one 45 bar continuous 4" concrete slab with fibermesh OR GRADE 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill- - — II -1 1j1- 14"w x 14"d concrete monolithic Mooting with (2) #5 bars cont. TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR L"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 0" _a (2) u5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16" below finished floor SCALE 1/2" = I'-O" Verify house slab height in field i P 30, COLUMN FOOTING DETAIL _ SCALE 1/2" = 1'-0" 4" concrete 6"x6" #10/10 W clean compac PORCH SLAB EDGE S 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ SCALE: 1/4" = 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. ilab with fibermesh OR 1M on 10 mil Visqueen over ed termite treated fill TAIL E 1/2" = 1'-0" `,,SEE TYPICAL �ECTIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compactEd termite treated fill O'-O" a F.F. 14"w x 14"d concrete monolithic footing with (2) #S bars cont. 14" I GARAGE CURB DETAIL SCALE 1/2" = I'- 2" x 6" PT wood secured with \ 3/8"dia. x 6" 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 PRESSURIES STATED �Tc IN 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 Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location 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 Braden t Braden AI A, PA Architects — Planners 411 S.E. Coconut Avenue $A B Tel : (112) 281-8258 Fax : (172) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 3499(e UAAC000032 F ° T --— — — — --I------t ° ------F� ----i0 I �I - Filled cell under FI O girder above I I o I 24" cn I Rear Patio/Slab (— O I r to be poured separate from the house slab. I o m I I ,- I Thicken footing to o 24"w x 14"d x 24"L I IN FI under filled cell under girder bearing. L(](] �I — m I Rear Patio/Slab to 0°c be flush with bottom of OD a.-o q I sliding door recess. m� I Slope 1/2" Ito �I I I I �I 0 N :liIIIIIIIIIEllil --------F— — — — —— \N I° I '- t- 17 FI I I 4" concrete slab with fiber esh OR 6"x6" 410/10 WWM on 6 mil Visqueen over 1 clean compacted termite tr ated fill I FI I _ I � V I - a- �I ° m I I + C Steel Ballard filled w/ Concrete ]IF5 moo- I I I OI aJ E,n43 I I I a,> I I I �.2 v I L _ Fi- �I Z-0 io° I -U I tl1 J m\ -,I O � u yin I ° �I N o UOo IFS � U! I `r u �I IL IF1 ° F41 x Q in L Recess for — — — — O F4 r l rl l �n r1n Garage Door rlr] 00 3'-5" 9'-0" WUnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida J F —2" � 6' 12" x 12" concrete column block filled with concrete and (2) #"( bars vert. ti into lintels above FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB 8 0'-0" Date Drawn : Revisions Sheet 5-9-I1 Comm # GARAGE Drawn by: / LEFT C. C U. 3. 12 — 2( Checked bg: D.R.B_ OF 5 ROOF SHEETING ATTACHMENT DETAIL 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plq wood 4. Use nails or screws based on pressure for rooF stated in permit info box on these plans for zone 3 KegArea Edge Field Fastener Pressure Zone 1 L" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank '% psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" US 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 Column Verlfy with Plan 12"x 12" I Column Block Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. \-, Provide Cast -Crete ~r 8U8-OB/OT precast - - lintel set in mortar Min. B" Bearing -- --- Provide #5 bar set in pre -cast lintel into, beam where length of the opening calla for It. d ovide PT Buck ached per jamb oils into filled c, 4" Pre -cast 5111 Filled Cell Provide tt5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocknp to vert. leg of truss with IOd x 1.5' nails at 4" o.c. r Insl all Simpson MGT into wall using tv 5/8" dia. threaded rod set min. 12" into wet beam and (22) 10d nails into truss Rebar Rebar 48 Bar Dia. Min. overlap TRUSS B1I�OCKING DETAIL AT GIRD STRAPPING t0 Llnt�l Att Chmr---lnt '�`` AT CENTIEA=IKir'_ Iki-r 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' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x I.i" 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" en( laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail s aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. iAttac dpeck to trusses using attachment detail on this sheet Additional Precast Lintel " " " " tt5 bars = Lintel Bar Char A Length Length Span Bars Bars r '1 r ; ,r•: 'I CLEAR 9 9 p 1 1 I 1 I 1 1 1 I 2'-10" 2'-8" 2,#3 Wane 3'-4" 2'-2" 2,#3 none 12 BF8-OBAT BF8-IBAT 81ii8-IB/2T ETA 20 I �ddiuonal 4'-O" 3'-10" 2'-8` 2,#3 none 5lmpson H or aqua 4 hurricane anchor at each truss 5 bars with (10) Old x 1 1/2" nails :.lj` 4 6" 4' -4" 3'-2" 2 #3 none ( 24" o.c.) suppporting Max. Row of "H" 1 IBIOIba. uplift 00000 Above 5'-2" 2,43 more 5'-10" 11 5'-84'-6" 2,#4 none cast Lintel `;��'�' 2,44 none Aluminum Drip dditional 1 1 Edge t Fascia 7'-6" 1'-O" 6'-2" 2,45 none S bars is. ---- y 12" 8FI4-IBAT 8FIL-IB/2T 8'-4" 1'-10" T'-0" 2,95 1 none 2 x 6 Sub-Iiii NOTES: I. min, coverage of steel=l.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. Kagcan full o vent vinyl soffit installed 3. standard for reinf, steel=ASTM A415 I TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel site Top Steel Size Max Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2' 3'-G" 8F8-OB/IT 1 tt5 3069 15L9 1024 L31 2'-G' 2'-8" 4'-0" 191i /IT 1 tt5 2561 13L3 163 L45 4'-5' 5'-10" BPS-OB/IT 1 tt5 1105 909 339 L50 v-O" G'-6" 8F8-OBAT I tt5 1238 835 121 LGO 4'-8" T-V 8F8-OB/IT 1 #5 1011 121 534 LBO 8'-O" 9'-4" 8F8-IB/2T 1 #5 2 tt5 152 591 512 L90 9'-O" 10'-L" BF8-IB/2T 1 #5 2 #5 443 530 401 L90B 9'-0' 10'-6' 8Fi6-IS/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" ll'-4" 8F8-IB/2T 1 #5 2 tt5 582 494 452 LIOOB 10'-0' 11'-4" 8FIL-IB/2T ONE 1 #5 2 tt5 1366 1028 452 LI20 IT -Oft 13'-4" 81111 2T 1 #5 2 #5 411 428 324 L120B 12'-O" 13'-4" 8FIL-1B/2T ONE 1 #5 2 #5 lo15 110 324 L140 14'-0' V-4" 8FIL-IB/2T ONE 1 #5 2 tt5 1250 G09 259 LILO I4'-0' Il'-4' all, iB/2T I #5 2 #5 300 192 194 LI60B IL'-0" IT-4" 8FIL-IB/2T ONE I #5 2 tt5 950 500 194 - 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. using 1/8" dia shank x 5" long gaiv. roofing nails with 3/8" dia. head per product approval — see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"xa" with concrete and one #5 bar continuous BEYOND Top of footer 14" below finished floor to Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web 1/2' thick stucco on 3/8' M—rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. per foundation plan per foundation plan r Poured Concrete or concrete block well .a Anchors Per turers Specs 1/4"Max. r, Aluminum Panel Sizes per manufacturer e Tuocal Stud Detail I i 1/8" x 3/32" Wing Nut w/ i u appropriate washer and spacing > per manufacturer's Details o `m AI r I � u I I c m 1 a I K M Y in I I L I I I I I I Ia,S" i I Stud Detail Poured Concrete or Stud w/ Die Cast Zinc,NTs concrete block wall n Nickel Plated Wing Nut Concrete Anchors Per p. Manufacturers Specs Flush Mounted Shutter Detail W Cod Base nts Brace Gable end with 2" x 4" GYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss PRE -ENGINEER f-D WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) O A F- is � X O� m N � a a UJI L N U . -0 N16LL ti 00 Ems= °p O JJ tu tu r, W T AiC Brace Gable end with 2" x 4" SYP #2 min. art back nailed to bottom — of top chords using (2) IOd nails at each truss "\R-30 blown fiberglass in bottom chord of trusses p I /2" drywall with smooth finish 00 Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drggwall over I" x furrin strips at 16" o.c. with R4.1 Pl-foll - insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. a0 Mortar to be Type "M" onigg proportioned per FBC R601.1 ts and Mortar joinshall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to ( 24I, o.G.) _0�> supporting Max. truss leg per detail on this sheet HETA 2 1810 lbs. uplift MEN Vol r-Al"ErEffaPAIN mill AN 15 WE W.A I IN A Zip WA EA Ar, Ii. W'WA Am. I "AWIN I FArAWA MIAMI WIS'WAMWEIN INA I WMA I IVA WA MAWR I I t) Metal roofin4 FL 411451.12 ng was 12'-', o.c. max spacing over ASTM 0 laps 4" (tgpe underlagment installed with min. f side and end laps fastened wi h rorrosion resistant tin caps and with 1.25" ring shank rr.-+- I, iAttic Access 24'�uei with light AEA Lo _FE L ------ .1 loin MIN IP Jto to � X L � r O�rn N � H 0 a a a a W L T s N v to `O o O E_ _ L FILE COP I Fill cell with concrete and ROOF F L A (D #5 bar vert. (typicaU. N Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PiTCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with fibermesh en over 6"xG" #10/10 WWM on 1. mil Vlsqueen — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. I_IM�Z � I I I I I lEll l l 1-11111111- 1=, 11'--i " 14" T4picdl Section at Front Forch r " Braden it Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax: (112) 281-8283 E-mail: bradenaia8comcast.net Stuart_ FL S4994 UAAC000032 ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION nne W Building Cor . Date Drawn : Revisions : Sheet Comm 4 �} 9 p 5-9-1-1 The Grand Carlton CLEFT E DrawnC.C.U. 12-2� Spanish Lakes Checked by: St. Lucie Countg Florida D_R.B_ OF 5 PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 90 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Ran a 96 12.0 kw 50 2 l 8 1 20 1.8 kw #12 Pump 9 10 Dryer #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. Il 18 Recepts #12 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 1 Recepts 912 20 1 1 20 #12 General Lighting 29 30 1 Recepts #12 20 1 1 20 912 General Lighting 31 32 Recepts 302 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 I I 20 #12 Smoke Deiectore 31 38 General Lighting #12 20 1 20 #12 Bathroom GFI 39 40 General Lighting #@ 20 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load [Description Total(Watts) General Lighting .(3. watts sq. ft.) _ .........11anceCircuit(s) ,,.,,.,,.. ...... ......... ..............Refrigerator Microwave..................................................... Dish . Washer ............................................. Clothes, .Washer . .. .. .... . ... ............................... Clothes...D.ryer................... .. .................... . W.....ater..H..eater .......... .......................................... Water Pump ................................................... Garage, Door Opener,. 5,205 T11353 3.000 12,000 1,200 1 1,500 1,500 1 1,200 1,200 I 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21.415 S40% 1 O 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,94t Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light $3 Double Pole Switch ® Eyeball Recessed PIB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- I Wall Mounted Light �c WaIntterproof ground fault circuit rc Light with bull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM Carbon Monoxide Detector Flood Light QT Thermostat ® Electrical Panel ® Central Vac rc=:� Electrical Meter Qs Smoke Detector Ceiling fan ® Television Jack ❑3 Telephone Jack AC D15c 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: 11.3 CFM IOXIOXL Mi,A STER BEDROOM 143 CFM IOx1Oxb l2xl2x9 B/A L1F ----- ------ a\ 12xi21x9 B CLOSE CFM a 8x4x4 eW, I SX-4 3 CFM - Vent_thru- ---- - SoffitN. - `\ 3 CFM 12x12x7 PATIO/SLAB GREAT ROM I 169 CFM I Center Registers on telling fan 149 CFM I0x10x7 I IOxIOx7 12" L - - -- - ->r - DINING IIII ROOM �v L r Bx4x4 I I 17R 18x FM O _ �Ce71�; ,4 T H - - - - - O 20x20 T I I 5- T, ilk" 22" x 4" Attic Aces" with fight J = 1 1 232 CFM L----- Q I 12xbx7 `-__� IL"_J L_ F 150 Amp Meter Panel SECOND BEDROOM GARAGE 3� 1 j 12XI2X8 �L B/A 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 I I MECH/4NIC,4L I LAYOUT 3 ALE: 1/4" = 1'-0" I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. I1. It is not the intent of these plans to show ever minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install service and provider. all items for a complete electrical system and � provide all 4. ALL paddle fans shall be on a rheostat, the requirements necessar for the equipment q yP to be laced In S. ALL bath and kitchen receptacles to be GPI protected. proper working order. 6. ALL exterior outlets to be WP/GPI protected. 18. All work shall be done in accordance with he N.E.C. and 1. Recessed cans to be installed per NFPA requirements. shall comply with all local codes and ordinan es, and shall 8. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C Refrigerant lines that are run thru slabs must be 19. The electrical s stem shall be tom letel a y P 9 d effective) g sleeved in PVC grounded as required by the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. 13. contractor, the completed system shall be fully operative. Contractor shall pay for all fees, permits, testing, and 21, All equipment and panel sizes shall be verifiled before 14. inspections including blower testing where required. All work shall be coordinated with other trades to avoid ordering. The contractor shall provide circuit routings to interference with the progress of construction. suit the job conditions. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other servllce. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per PBC R 1502 COVERED PORCH 42/0 Aluminum feed I %" Conduit 2" PVC ( FPL 2" riaid service ELECTRICA A/C disc. l5o MCB PANEL are #6 copper wire > #5 cont. rebar in slab L RISER H.B. Vent _t_hru __ S oFfit - Contractor shall use AL-CU Landing lugs. NTS Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install owleAr(n under disc.not shownQ clarity A iC Meter ■■Fill / PATIO/SLAB Covered Porch\\ MASTER Q BEDROOM ' I � I WP GFCI / \ TV TV \CJ TV \ i i i rea CLOSE Smoke /Carbon R �4 A T Monoxide Detector R ""II O M Combo OS S CM i TV 11 � I 1 DINING GFCI I I ROOM GFCI GFCI-/ \ IN, _I �♦u\�I ❖..•airv.•.m.❖s..•.assaom•.❖oo.❖i✓ w _,� .i 92" GFCI11 U co I W.H. x S4" 1 Atttiti e Ace, L as \ unth light I J 15Panelm Ic Optional \ panel location Pull chain \ fight in attic 'IN 1 =(�} 42" GFCI GARAGE Garage rVjfj J� Door Opener_ r---------- --i I I I I I I I 1 I i I I I I I I I I I I 1 I I , ECTRICAS. f= L/4N C Exhaust Duct Thru Soffit O Centel ` \ \ `\SECONO I ®STY BEDROOM Wire For Front Post Light `® 1 WP GFCI n ` P-aRICH r SCALE: 1/4 = 1'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.1� sq. ft. required Provide A Continuous Vented Soffit Post Light with Photo cell I 6'-3" 0 x FILE COP E� 0 v IL Braden t Braden ,AIA, PA Wgnne Building Corp. Date Drawn Revisions Sheet Architects - Planners 5-9-I1 411 S.E. Coconut Avenue T 1 The e G r d n d Carlton Drawn by: Tel : (172) 281-8258 Fax (rade 285comca 3 1 LEFT C.c.u. E-mail; bradenaia comcast.net Spanish Lakes St. Lucie County Florida Checked b y. Stuart, FL 34996 #AAC000032 D.R.B. OF 6 Comm # 12-2�