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HomeMy WebLinkAboutBUILDING PLAN8'-1" T.O.B. 12" " O.H : 0'-0" = Finished Floor 12 4 SLOPE 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 washeri 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 cape 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 TO 5/8" thick light textured stucco on typical concrete block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATiON 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 1)(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end lops fastened with corrosion resistant tin caps and with 1.26" 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 ALL MANUFACTURES LABLES SHOWING U FAC ro.46 AND 'BP OC,1,:45;tRPLIANCE 12 .NPH r5C ENEHG4• COJE MUST REhilrilNONALLDUGHbAND WINDOWS OPE ,4 UNTIL INSPECTIONS ARE APPROVED 2° 5/8" thick x 8"w cut coral finished stucco bands ro Finish Coluns with m 5/8" thick cut coral finished stucco bands 1/4"=1'-0" ELEVATION DOTES. O L] 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATiC - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at -4:12 unless otherwise noted Gulf Coast Supply MFG 5v Crimp Meal FL 411451.12 Any changes to this plan Shall be submitted t0 the architect and roofing 26 ga. 5v crimp metal rooring attached to wood screws with self sealing washer at 12" plywood deck using #9 x 1.5" o.c, max spacing over ASTM D for approval in writing prior to starting construction. (type 2) 30 lb felt underlayment installed laps fastened with corrosion resistant tin caps rth min. 4' side laps and 6" end and with I. ring shank nails / - Return ALL Stucco Bands into Window Or Door. spaced L" o.c. at all laps and two stagger deck to trusses using attachment detail on d rows 12" o.c. field. Attach this sheet THESE PLANS AND ALL PROPOSED W01 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ao 10 COMPLY WITH ALL ppp6lpMy OODlS. 12 ��SLOPE -4 .. 5/8" thick x "w cut ❑.:. 3 cora7 finished stucco ands 3 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION s.�NawlNo yVoUFA°r MP' r" _- SCALE: 1/4" = 1'-0" ATOPS 09Hp0 MU8T U FWI'rirk fec ESNR8 AND INCIONS pppW Fl �L N 110N8 P Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer M� Glass Attachment method Ea Spu'ation Design, Pressure Type NUMBER Date of Approved Teats 1,2,3 Mi Windows L ip. x epcons WW ml❑❑ CCgqne�LeClon at mqx roe each corner end L o.c. t ..""r�ter throe gn PT Buck Into calla �� FL# 1'1499.2 Single Hung Series 185 and doors tiled MU wall maintainingmin 2.5" edge distance in strict adherence ± 60 par THE. A 16-0330.02 Overhead Model 824/811 9'-4' max width DAB x concrete black Alt rd riledC.11 With o 95 bar wort. using3/8' x L' Wlu HLC eiseve archers at a' o . nh 1.45' die. osshe s with min 4' edge dutaaee. INtd tmek to buck 11 to 5/IL' 6/9" full chsad Ip Necker 10-9-21 REP + 50.0/-60.0 Garage Door W-o" max height ne x scrws in rich memtamnw inks d 1.5' edwe detente - GC to strctie Adhere to product approval 4a ran" l/IL' thohnut WMher an railer shet, Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max B FL# 14414.1 Fiberglass Smooth Pro/ Jeld-Wen from corners and 11.5" o.c. max thereafter in head and jamba. + 50.0 PSF C Sliding Glass Mi Windows x cone one ratlon at max. ran eec� co nor end f�o.c. aldNIIJ row tParea ter throng PT Buck filled CMU 2.5' distance + 48.2 PSF FLU 15332.2 Door Series 420 and doors into solid wall maintaining min edge in strict adherence to the roduct a roval. - Product NOA/FL Model # Manufacturer Attachment Method rxSTration Design Pressure NUMBERatte of Approved Testa For CMU use (2) 1/4" x 2 3/4" tapcon with min 1 1/4" embedment CM-18631 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF Mullions FL# 15353.8 VertIC81 mullion And doors self tapping screws per clip as shown in product approval. _ Roof FL# 11651.12 SV Crimp Gulf Coast Supply 21e. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" max spacing Metal Roofing and manufacturing fioee 2) 30wi16h felt underla mentemstalled with side laps and 4" en laps fastened with corrosion resistant tin caps and with 1.25" ring shank naila - IOB.S PSF 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 Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Kaycan Install #8 x using 2" x 2" battens at L" o.c. screwed to soffit framing using 3" wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF Vinyl Soffit 0.12" din. x 1.5' Iona rinoI with 8" dia. head. Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 114" die.-20 x 1.5" Panels FI# 15014.2 Storm Panels Products LLC long tt d 13" t h t SS screw head combo. with Neoprene washer at 1 1. b t 12 1/2' o.c. ± 45.0 PSF a ong t o o om an O.C. a e op I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) AN5 AND ALL ROPOSEDWORK JEGY iOAN(CORRECTIONS ED gV FIELD INSPECTORSTMT NECES5ARV IN ORI)OI0 ( WITH of APPUCABLE COpE8 2" x 4" top plate c�A FTyFgFSP NFgS09 Cpyr�er ��� 0 O��Nr� 2" 8'-1" T.O.B. H. H' 5/8" thick x 8"w cut coral finished stucco bands 8'-1" T.O.B. 12" H- / / 0'-0" = Finished Floor 7'i`7Z,n,S`hco,U`=nsLu,th 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" 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 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 '-0" = Finished Floor Finish Columns with / 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" O.C. base -board 1 II / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR REVIEWEp ppUNDT"y gP ILD�G plvI REVIEWED By NCE N DATE _ PLANS AN PERMM IT US SITE OR NO INSPECTION( BE KEPON JO (S) WILL BEM DE Vxb" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue THE S T E R L i Telel (112) 281-8258 I �l Fax : (112) 287-8283 Spanish Lakes E-mail: bradenala comcast. net St. Lucie County Florida Stuart. FL S499L #AACOO0032 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 6" o.c. nadfld and edges with IOd ring shank galvanized Jnto truss webbing. SLOPE 4 SCALE: 1/4" = 1'-0" z H. 5/8" thick x 8% coral finished stucco b -0'-4" A.F.F. FILE COVY 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 Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: Il'- " Roof Pitch: 4:12 Internal Pressure Coefficient: to -is SubJectability to damage from: Weathering. Negligible Termites: Vern Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+0.61UL Components E 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 Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 oaf Components f Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yes Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD --AS- psf FLOOR DEAD LOAD: 1O oaf JOB ADDRESS: MODEL: Date Drawn Revisions 5--9-11 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. To 4!170PIT65 = Roof Zone I Walla Zone 4 En = Roof Zone 2 Walla Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet Comm # 1_ 1�-301 OF 5 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, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R102.3.5. 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 of not greater than 200 per FB 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per 11. 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. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing options for installation drywall into Spacing Maximum of wood Framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" T" 12" 13ga 1 3/8" long with 19/0" head 0.098" diameter x 1 1/4' long annular -ringed or 5d cooler nail �2 "OR Walls Either 16" 8" 16" 0.080' dia. xx 1 5/8" long with Direction 15/64" head OR G psum board nail 0.086" dia. x 5/8' with 9/32" head. Ceiling Perpendicular 24" T" 12° 13ga 1 5/8' long with 19/44" head OR 0.098" diameter x 1 3/8' long annular -ringed or bd cooler nail OR 0.092" dla. xx 1 1/8' long with Walls Either 16" g° I6" Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. CRASH POST DETAIL 36" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) b" O � 2%s 4 2 %a o O- R302.9.1 BC R 3 0 2.9.2 I" x 6" P.T. Buck nailed to Masonry Beam block with case hardened nails / prior to door attachment Install SGD thru buck into p O block with 3/14" tap -con w'th 1 1/2" penetration at 6" o.c. max. from each corner and 20." lo.c. max thereafter at head per product approval Use 3/16" tap -con with, 1 1/2" penetration at 6' o.c. max. from each corner and 2'6 O.C. max thereafter at sill per product apprc 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 C1118 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 permeably members installed within floor -telling assemblies, roof -ceiling assemblies, wall, crawl bpaces and attics shall have a flame spread index not to exceed 25 with an accompanylnAsmoke developed index not to exceed 450 when tested in accordance with smoke developed E 84. Insulation shall comply with F.B.C. R316. Grade 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" woo(type 2)ews 30Wlbfifeltf underlagmenter at installedl with minx 4' lfide lapsra dSTM D 4 annd laps fastened with corrosion resistant tin caps and with I.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 \ Simpson HETA 20 or equal wth (10) IOd X 11 1/2" nalsor at each uss 12 PRE-ENGINEERED TRUSSES f 24" o.c.) supporting Max. 4 at 24"oxt TYPICAL Ie10[be. upiFt (shop drawings bg manufacturer) Aluminum Drip w "\R-30 blown fiberglass Edge E Fascia V-1/2' in bottom chord of trusses 7 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 Kagcan full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 bar cont. For bottom row over openings using 1/8" dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet W 1/2" drywall over I" x furring strips at IC' o.c. with R4.1 f i-roll insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R"702.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. "M" block construction m Mortar to be Type onlg proportioned per FBC RLO1.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar w/ 30" overlaperlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see Foundation plan notes For Base spacing at openings 4" concrete slab with fibermesh OR 6""" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill HAI�W MIII_ IIII=IIII= � III IIII � �- I \1114" x 14" Concrete footing 14" with (2) #5 bars cont. and #5 T Y F i C A L. SECT ION_ transverse bars at 48" o.c. Scale : 1/2" = 1'-0" N.T.S. Head fixed door sliding door 1 1/2" AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1% Sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2" VTR JAL I I I 21' VTR Master Bath 12. I Lev. 2' Lay. I 4. 1 2" VIIITR 3. JIL I 1 Shwr. 3" Kit. Sink I Kitchen 2" " I Lay. I 3" W.C. Bath 42 Shur. 3' C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track ----Typical Flooring 'gill Install SGD thru buck into block with 3/I6" tap -con with S I i d I n g Door D t a 11 11/2" penetration at o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval J a m b At Masonry Wall NTS Window Schedul& Mark Size Rough open. Window Descri Lion PRESSURE ZONE I. 4'-5i8"x 5'-3 %s" 5'4%8"x 63i4" Single Hung ZONE 4 2 6'-2%'x 5'-3 %s" '15" x 63 %;' Single Hung ZONE 4 3 2'-2" x 3'-2 I/2" 21%2"x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2�d' S4%"x 54Ys" Single Hung ZONE 4 ALL Windows to be aluminum windows W/ tint and mullions per elevations. AI,L windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule lark Size Roucih O ening Door Description PRESSURE ZONE A q'-O" X -1'-01, 108" x 84" Overhead Garage Door ZONE 4 Bi 3'-0" X 6'-8" 41 i/;'x 83%" Fiberglass Panel - Inswing ZONE 4 C'� 6'-O" X 6'-8" "14" x 81 /2" Of;g. Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81'/2" E' 2'-6" X C-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G, 2'-8" x C-8" x I %" Solid Core Wood, Steel, or Masonite Door Hi 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 1 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K' 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold Ll 1'-6" X 6'-8" BI-FOLD Exterior face of wall ALL box Exterior doors to withstand pressures stated in permit info on sheet 41 G RAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL JJI HSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 a D° DD DDI I I DD D EGRESS D O - O 12" x 12" concrete column block filled 2-J 00 with concrete and (2) #­1 bars vert. tied r into lintels above Covered Porch 12'-8" D O DD D O DD O 00 © D MASTER 1 BEDROOM e'-O" to 9'-8" A.F.F. - L" Vault d Ceiling 8'-O" A.F.F. .r v a Flat Ceiling H 1FLO lf C EAT o OOM o D I N O ° I Rod Shelf o N v I ss anity to be N I /2 high i H.S. d I a t ° N 8'-0" to 9'-8" .F.F. 2" x 6" knee -wall o I m J Vaulted Ceilirf below counter top W I M rr ° L SET DiNiNG I ROOM L LINEN aF 8 Rod Shelf ABINET a O O Q +t I I Wr-Dw-T O Vanity to be BAT4 I O 34 Y2"high I �(D I ~ to 0 I 13'-03/4„ 9Y4,(41") ° - High Wall O in L KlITCHEND D ao 1 N _ 1-1/2" - J iv - - Vent C throug ryer wall Cver�ang 1 8'-O" A.F.F. ° " Flat Ceiling E Upper cabinets to ' " O 0-24' '-O" extend over F. Re. BATH cyan I 3j " filler" 24,_0„ _ .a Nknf V!¢C aPsn a D O Rod t Shelf wo=O tV N N -il Bai a Inwlatm ° ® - 14"� A/C O Steel Ballard See detail on this sheet #I _ F L O1 N p �" n 22" x r�4" 1 Provide auto D g Antic A he ss I closer D Q Q 8'-O" A.F.F. - - 22" o L - e - - - - J UFlat Ceiling `-' inn 13'-6"4„ 0 150Amp Panel Meter ~LLN m� SECOND © O � N BEDROOM E �� 55 Y GARAGE OD T FMFI 8'-4" A.F.F. o D D D Flat Ceiling 0 CIN a ° O O EGRESS r-----------------i ° O Q Block wall in I DD D D be 1 d- = garage to struck block O C V E R D I I T 12" x 12" concrete column block Filled with concrete end (2) #1 bars vert. tied FORCH into lintels above I I T- 2i I � I D I I O N ° DD DD 00 DO -2" 2'-B" 2'-89-0 Install windows thru buck into block with 3/1C 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. at head and sill per product approval / \ Buck to be I" x 4" PT All rough opening dimensions to be verified by contractor I� Detall at U.11ndows wig h manufacturers specs prior to construction J Braden it Braden AIIA, PA Architects - Planners 411 S.E. Coconut Avenue 281-8258 B E-mail: bradenaiaO comcast. net Stuart. FL 34994 .a •��• I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS WQnne Building Corp. THE STERLIN Spanish Lakes St. Lucie County Florida Exterior face IN57ALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION - MODEL: Date Drawn Revisions 5-9-11 GARAGE Drawn raven RIGHT by: C.C.U. Checked by: D.R.B. FILE COP' Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c, max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door crews thru jamb into buck age and 15" o.cmax and prior �to door attachment NTS Sheet 2. 1 OF 5 Comm # , -301 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL, VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II 4 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. 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. BUILDING CONSTRUCTION 6 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 is. ATTENTION OF THE ARCHITECT. 16. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2 RECESS FOR OVERHEAD DOOR I�. FOLAD/4710N FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWEL SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE, FOR OPENIN S AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHI ECTURAL 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 STRUC URAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STAND RID LUMBER 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 71REATED. FASTENERS TO HAVE MIN. G185 RATING. 1. 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 b 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 8" O.C. max. Provide (1) filled cell on each side of openings upp to S'—Il" WI:le. Provide (2) filled cells on each side of openings from �'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'—O" and ip 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-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum Of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 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 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. 45 bar vert. w/ Thicken edge to 8"x8" I 30" overlap�11 SEE TYPICAL with concrete and 4" Concrete slab with fibermesh OR at each filled cell ECTION5 one #5 bar continuous 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 611x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill m _ Grade i- n t 00 Ec _ -I I I — I i PORCH SLAB EDGE DETAIL III (III— 14"w x 14"d concrete monolithic —(III footing with (2) 45 bars cont. SCALE 1/2" tt5 bar w/ f30" 1 TYPICAL FOOTING DETAIL overlap. lap. SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL � ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" 410/10 WWM on 10 mll Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. Vxb" #10/I0 WWM on 10 mil Vtsqueen over #5 bar tort. #5 bar in curb clean compacted termite treated fill Step per - foundation plan Grade G o, r N 10" (2) #5 bars cont. bottom steel 14"w x 14"d concrete monohtfiic ffR footing with (2) U5 bars tort. 12" F 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" \ r/ GARAGE CURB OF -TAIL 12" x 12" concrete column block filled with concrete and (2) 41 bare vert. tied into lintels above Top of Tooter 19" below finished Verify house slab height in field 30" COLUMN FOOTING DETAIL SCALE 1/2" = I'- 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 iamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. NTS 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 C )lUmn NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location ArchitectsBraden it Braden AIA, FA Planners B E-mail: braderains"comcast.not Tel : (112) 281-8258 a V 2" 10'-O" 12" 3 - o --� — — — — — _ — — — L- 0 6- I 3 � F F4 Or — — --- ----I 0 o 80 �i I Rear Patio/Slab I w to be poured separate I F4 w from the house slab. 12'-8„ I -7v O O 4 I J n Thicken footingg to 24"w x 14"d x 24"L I L FI 1A under filled cells under girder bearing. I OO O QO 0 (ET J r Rear Patio/Slab to I O be flush with bottom of FI sliding door recess. I w — w rn ° i I Slope 1/2" C Cou v u I U �I FI �o of I I °I Vanitg to be 4" concrete slab with fibermesh OR 34 "�high��I H.B. 6"x6" 410/10 WWM on 6 mil Visqueen over �10 clean compacted termite treated fill I FI I ir i.n � V a ° ° <> �n I I I Q H.B. Q I All 4,_0„ r — — 4"4 Steel Ballard ®filled w/ Concrete I #I q �IQI�I I OPI I I �J > I � to uUu v°0 in I nE -fin I FI I I LF I I I I IF -t- E`` Er �,� I roo FI 02 13 o lOo = rl - D W r- r r m�� I 01r: I I _ N o s (V r— u Ir- / E �' O 00 u I �o� I 0 93 ik o I® I 0 to I -�----- r 4 Ot---- Recess for F5 JI O N -- I ° 00 OO Garage Door 00 00 12" x 12" concrete column block filled wi h concrete and (2) 3*7 bars vert. tied into lintels above 5'-4" x Y �� rh 7 .:,j Wynne Building Corp. THE STERLIN Spanish Lakes St. Lucie County Florida 3 Ver. -.I I: FOOTING SCHEDULE Mark size Description HOW x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 120W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30, x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" MODEL: Date Drawn : Revisions Sheet 5-9-11 Comm 4 GARAGEE Drawn by: RIGHT C.C.U. Checked by: D.R.B. OF 6 Provide 45 bare with min. 48 bar Provide #5 bar set In re -cast diameters overlap into beam. Tie lintel into beam where length of beam block steel. filled cell steel into continuous the opening calla for it. g R 0 0 F SHEETING ATTACHMENT DE.TAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 <eQ Area Edge Field Fastener Pressure Zone I 6" C 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 400 4" 8d ring shank 84 psf ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan 12"x 12" 1 Column Block v#� � Reber Rebar 48 Bar Dia. Mn_ Overlap t0 Lintel Attachment NTS Provide Cast -Crete =. ,':. �p r -y ,- BU8-OB/OT precast lintel act in mortar Min. 8" Bearing e PT B�ck r:::' .,I Poured Filled Cell PT Jamb L;I into filled cell 4" Pre sill Provide 95 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. 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. r Install Simpson MGT into wall using r+ 5/8" dia. threaded rod set min. 12" \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT CtNTER BEARING POINT 7/8" 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 Tyype 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 Sv Crimp Metal roofing FL #IliliSI12 26 ga. Sv crimp metal roofing attached to plywood deck using; #9 x 1.5" wood screws with self sealing washer at 12" o,c. max spacing over ASTM D (type 2) 30 lb felt 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 \ ` Additional Precast Lintel 9 #5 bars CLEAR Lintel Length Bar Length Clear Span u n A Bars n n B Bars 1'-C 2,43 �i 2'-10" 2'-8" none 3'-6" 3'-4" 2'-2" 2,43 none 8F8-OB/IT BF8-I15/7 BF8-I15/2T Additional '-0 4" 3'-10" 2'-8" 2,#3 none #5 bars CLEAR ,'�i .�;'��` 4'-6" 4'-4" 3'-2" 2,43 none j?One Row of "H" 1�:Block Above ::r •�':. 5'-4" 5'-2" 4'-0" 2,93 none 4'-6" 2,#4 none Precast Lintel ry 1t` .,:,;;• i 6 -6„ 6,-4" 5'-4" 2,44 none #5 bare ---_er T-O" 6'-2" 2,95 none BFIL-IB/IT 812I6-I115/2T none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of stee1=1.5" 2. mrn. bearing required a ea. end=8" 3. standard for reirl steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete Specification Rows of Block Above " a Bottom Steel size Top Steel size Max. Gravlty Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-0 81c8-OBAT I #5 3069 1569 1024 L31 2'-L" 2'-8" 3'-I" 4'-0" 8F8-OBAT I tt5 25LI 13L3 163 L45 4'-5" V-10" BF8-OB/IT I #5 1105 1 909 339 L50 5'-0" iJ BFB-OBAT I #5 1238 835 121 LLO 6'-8" 1'-6" 8F8-OBAT I #5 loll 12-1 534 LBO 8'-O" 9'-4" BF8-IB/2T 1 #5 2 #5 -F52 591 512 L90 9'-0" 10'-6" BF8-8/2T 1 #5 2 #5 643 530 401 L90B T-O" 10'-0 BFI6-I8/2T ONE 1 #5 2 #5 1533 1183 401 LIDO lo'-O" II'-4" BPS-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" 11'-4" BFIL-I115/2T ONE 1 #5 2 #5 1361. 1028 452 LI20 12'-0" 1 IV-4" 1 8F8-IB/2T I #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1015 '110 324 LI40 14'-O" 15'-4" 1 BFI4-IB/2T ONE 1 #5 2 #5 1250 4011 259 LI60 IL'-O" IT-4- 1 8F8-IB/2T I 1 45 2 #5 300 192 194 LILOB IL'-O" n'-4" BFIL-IB/2T ONE I tt5 2 #5 950 500 194 - 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'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ! 24" o.c.) supporting Max. 1810ibs. uplift Aluminum Drip " Edge t Fascia 12" 2" x 6" Sub-Fascl Kagcan full o vent vinyl soffit installed using 1/8" die shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - sea chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied_ into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND Top of footer IL" below finished floor 12 4 1/2" thick stucco on attached to horrzonti framing with nails or no less than 1-3/4" horizontal wood framer into vertical wood fir Aluminum Dnp ' Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web hi —rib lath vertical wood s to provide .ration into 3/4" penetration 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. Step per foundation plan Slope per foundation plan '3 r Poured Cot concrete b Poured Concrat, concrete block t Concrete / Manufacture chore Per Specs lax. Flush Mounted Shutter Detail Wood Base Aluminum Panel Sizes per manufacturer — See Typical Stud Detail Val' x 3/32" Wing Nut a/ appropriate washer and spacing per manuracturer's Details 4 043" 0 o9r a �m I Stud Detail Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss Lo LLI � L nvIdI J �3 Q ads F_ Wh-E W U-43 W ow z - S- O O " g W ~v w I Q z W o W N 0- Brace Gable end with 2" x 4" SYP 1*2 min. 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 9 24"o_c. TYPICAL ( shop drawings by manufacturer ) "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over 1" x furring strips at IL" o.c. with R4.1 fr-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" onl4 proportioned per FBC R601.1 and Mortar ,Joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 4 LU Simpson HETA 20 hurricane anchor at each truss ( 24 o.c.) supporting Max. 1810 lbs. uplift ETA 20 Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss_ Add blocking to truss leg per detail on this sheet 113031 ILIA oil �k, VAS FAA I VAIAA 24 M--AAP EMWA i VAMMA Avg 6, - M, IN 11 N FAS4,11,141 W161AWSAMA E FE WA PA ®r MOIR �_10 i Iere[Mlldir.swl a I IN *4 AWE FA 1 worlo cell with concrete and (1) RFLAN O O (U tt5 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab n 4 fibmil Viegh en L"xb" #10/10 WWM on 6 mil Vis ueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE IIII-1111 I Imo_ =�1 ' ` -III 11 III - I I I I IIII=1 I I I1 I I I1 I I I1 I I I I I I I I I II— I,� .III � 1 I, 11111 . I I I I=1il -1 i h 1 lI h 1 1 1 F1 l_Idl=11i F3 T4plcal Section at Front Porch l Braden & Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart. FL 34994 #AAC00003:2 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION, ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wc�nne Building Corp. MODEL: ®ate Drawn : Revisions : Sheet Comm # 5-9-11 THE STERLING GARAGE Drawn by: C.c.u. 04, I�-301 Spanish Lakes Checked by: St. Lucie Countg Florida D.R.B. OF 5 PANEL "A" cirett Description Wire Load BR Poles Poles BR Load Wire Description circa 2 40 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 L Ran a U. 12.0 kw 50 2 � e 1 20 1.8 kw #12 Pump 9 10 1 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 L5 kw #12 Microwave is 16 Refrigerator 912 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il is Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 120 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 26 Recepts #12 - 20 1 1 20 1.92 kw #12 2-1 28 Recepts #12 - 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts 412 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GPI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 I 1 20 1:12 Bathroom GPI 39 40 I General Lighting #12 20 s are 41 1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General. Lighting (3..watts„sq. ft.)......................... Small.Appllance. Circult(s),,, ,,,,,,,,,,,,,,,,,, Range ..... ......... ........ .................. ........... Refrigerator.................................................. Microwave..................................................... Dish Washer .Clothes. ,Wa.sher.......... . ..... ..... I.. I.. I .. .............. Clothes Dryer ................. .. .. ........................ .............. Water Heater ............................................................ Water, Pump ................................................... Garage Door Opener I135 2 3 5,205 1,500 3,000 1 12.000 12,000 1 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 1 4,500 4.500 1,800 1,800 810 810 -',otal Watts 31.415 First 10000 Watts 5`100% 1 10,000 10,000 Remainder 21,415 840% 1 O 10.91L Electric Heat or A/C 10,000 965% 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -0- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light =E) J.P. QFQ Waterproof ground fault circuit interrupter N I Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac rI Electrical Meter ® Smoke Detector Ceiling fan © Television Jack 0 Telephone Jack , c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up 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 1. 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 Refri erant lines that are run thru slabs must be sleeved in FVC II. 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 fullq operative. 13. Contractor shall pay for all fees, permits, testirlg. 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. 16. 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. H.B. _Vent thru___ Soffit PATIO/SLAB 11 149 CFM IOxIOx4 M STER B DROOM G, EAT 1�y00M 149 Clem IOxIOxL 12x12)dO Cen er Registers B/A 208 CFM n Ceiling fhn 208 CFM F _ ___ a IOxlOxl I OxlOxl dJ ILJ 12xB/A �® 9 CFM H.B. 8x4x4 IC LO I I I 12" �---- 8x4x4 54 M DlING I ROOM BAT Soffit ° J/ I D no K 142 CFM ° 12"xl 21 C M b IO xb IS CF M 20 n --- - 8x4x111I x 0 n BAT� O t 1 T I i ul 146 CFM 16 i I >� n 22"_ x 5 J = Attic Access IOx6x4 1 4 Q I with light i -if L - - - - -- 'ax 150 Amp 8 CF Panel Meter SECIOi`lD Iff BEDRCO0 l � C ARAC.�E 12xl2x8 jht B/A [J COVERED PORCH '1ECrIANIC:+_ i_:- YCUT SCALE: 1/4" = 1'-0" 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 lard provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely land effective) grounded as required bg the latest 20. All material shall be new and shall 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 in 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 9'-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be Installed per FBC RM1502 I r----------------- i I I I I I I I I I I I I I I I I I I I I I I A/C disc. ISO tt2/0 Aluminum feed AMP I '/,• Conduit PANEL M ff AHu 2" PVC ( FPL)u� 2" rigid service FPL Bau#cotPewia 5oPaslab ELECTRiCAL RISER_ - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiagcomcast.net Stuart. FL 349% #AAC000032 Exhaust Duct Thru Soffit Wire For Front Post Light PATIO/SLAB ELEC7RIC/4L Wgnne Building Corp. THE S7ERLIN Spanish Lakes St. Lucie County Florida Post Light with I Photo call FLAN Exhaust Duc Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity I h SCALE: 1/4" = I'-0" Attic Ventln Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1'4.16 sq. ft. required MODEL: GARAGE RIGHT Provide A Continuous Vented Soffit Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Revisions : Sheet I Comm # E -1 I 16-301 OF 5