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HomeMy WebLinkAboutBuilding PlansO - Union Corrugating Co. 24 ga. 5V crimp metal roofing FL#: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 Ib felt underlagment installed with min. 4" side laps and C end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field.-� Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 86.8 psf 3 C 5/8" thick light textured stucco on tgpecal concrete block construction thick x 8"w cut coral finished stucco bands LEFT ELEVATION RIGHT ELEVATION Union Corrugating Co. 2L ga. 5V crimp metal roofingg FLU: 1211A Attach roofing to deck using 49 x IS" wood screws with washer Per Approval over 30 lb felt underlagment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 114" ring shank nails spaced 9" o.c. at all laps and two_staagered rows 12" o.c. in field. stucco on tgpecal concrete block construction SCALE: 1/4" = I'-0" ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE Wr(M FRO ENERGY CODE MUST REMAIN ON AUK DOORS AND WINDOWS a se n►lf ARF APPROVED SCALE: 1/4" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TEST ation Date Design Pressure of Approved Teats 3 1,2, 4$ FLU I1499.2 Single Hung Series IBS is and doors 3/16" dia. Tapcons w/ min. 1 114" penetration at V max. from each fcoerdner and 19" o.c. thereafter thru PT Buck CMU wall +41,2/-50.0 psf A B FLU 15311.8 FLU 15221.1 Overhead Garage Door Fiberglass 9 Model 824 9 '-4" max. width W—O" max height Smooth wood grain series o fiberglass DAB I Peasfo/Nan a p g Plastics Corp. Install track to buck per product approval and per manufacturer's recomendations. Attach Buck to wall usin 3/8" x 6" anchor bolts at IB" O.C. Icon 1/4" dia. tapcon with min 1.25" embedment at 6" max from corners and 11" o.c. thereafter in jambs. Pressure based on SCHLAGE hardware. +50.0/-60.0 psf + 45.0 PSF — C FL# 15332.2 Sliding Glass Door Series 420 Mi Windows and doors 3/16" die. Tapcons w/ min. 1 114" penetration at 6" max. froom each coerner and 19" o.c. thereafter thru PT Buck solid filld CMU wall + 40.0 PSF Product NOA FL / NUMBER Model # Manufacturer Attachment Method TEST Dale ation t Design Pressure of Approved Tests Mullions FLU 15353.2 5164 vertical mullion Mi Windows and doors For CMU use (4) NIL" dia. tapcons with min 1 1/4" penetration with anc ors located per proeuct approval drawings. MFG TO PROVIDE REBAR IN MULL + 44.2 PSF - Roof FLU 1211.4 SV Crimp p Metal Roofing INSTALLATION METHOD: A -IS Union Corrugating Co Union Corrugating Cc 26 ga. 5v crimp metal roofing attached to deck using S9 x 1.5" wood screws with washer per approval over Titanium UDL 2511us underlagment installed with min. 4" side laks and 6" and 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 need. Attached deck per sheeting attachment detain on roof plan FIELD: —85.8 PSF Edge and Perimeter: —II3.1 PSF Siding Stucco on Block Soffit 15-1021.02 Model T4 12" vented Vin 1 Sofflt Kagcan Installed using any approved anchors as shown i PProduct approval. Contractor to strict) adhere to the roduct approval for the use of fasten rs e d 4-20-21 +55.0/-35.0 PSF Hurricane Panels Flu 15016.2 24 Gauge Storm Panels Global Protection Products LLC Installed using any approved anchors as shown in product approval. of faastenor to strictly spacings.aan a to the product approval for the use dge distances. +55.5/-12.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE 14 COVERED PORCH VATION NOTPS: Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 Ib felt underlagment installed with min. 4" side laps and 6" and laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced C o.c. at alI laps and two stagiered rows 12" o.c. in field, Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 4 SLOPE, .H. Finish Columns with 5/8" thick cut coral COVERED finished stucco bands PORCH O'-O" =Finis ed Floor — 5/8" thick light textured stucco on tgplcal concrete block construction REAR ELEVATION — OVerhangs at 1'-0" unless otherwise noted on Roof Man — roof pitch at � _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. 12 SLOPE thick x 8"w cut 'meshed stucco bands 1/2" drywall ceiling on truss bottom cord 2" x 4" top plate 1/2"4" drywall on 2" x studs at W, o.c. base -board II II / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6'xb #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition rite Iml 12 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Union Corrugating Co. 24 ga. 5V crimp metal roofing FL#: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlagment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 4" o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf FRONT ELEVATION THESE PLANS AND ALL PROPOSED WOS ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT A=. :MAY BE BY IN ORDER TO COMPI.YWITH A4 APPLICABLE CODES, ST. LUCI'F COT;NTYRITIT DTNO DIVISION RF,VIFWL0 FOR CONPL1A SCE REV1L`; 'LD BY DATE PLANS AND PER,AIIT MUST BE KEPT ON JO OR NO INSPECTION WILL BE MADE. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of IS lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. CANCEAIED pp$TENERS OR ATTACH aRECQ���OROP RECbRi) ALL MANUFACTURES LABLES U FACTORS AND SHOO CON WITH FBC EKRSY CODE SCALE: 114" = I'—O" REMAIN ON ALL D06RSAND 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 Categoryy: II Wind Velocitg: I45 mph ultimate Mean Roof eight: I'- Roof Pitch: 4:12 Internal Pressure Coefficient: ±0-18 Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.40L+O.610L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-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 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Oetal s Provided? Yes Minimum Soil Bearing Pressure:2,500 pal, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3— psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _55 psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: 5 NOGALES TO L 12�PITCH Roof Zone I Walls Zone 4 Ea = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden t Braden AIA, PA W nne BuildingCOr " p Model: Date Drawn Revisions Sheet Comm # Architects - Planners Coconut Avenue 1 O' Carlton 2 Garage REAR Draw -16 Drawn, g. j , � _ I -� TelS.E. Tel (��2) 28�-5258 PORCH C.C..u, . I Spanish Lakes Fax (112) 281-8283 RIGHT Checked bg: E-mail: bradenaiaacomcast.net St. Lucie County Florida D.R.,g, OF b Atiimrt r-I 'i4c19L tl:AAC000032 _ cNTS RED FLOOR FLAN 4:: r Recess top plate 6"w x 3/8"d Canter top -verify type with contractor 15'-3" 8' 10 /2" 12" 8'-10 i " CRASHp c T POST D -{ I for steel support angle see detail on this aheei Iis TYPICAL NOTES: SCALE I/�" = I'-o° I, Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post. Floor Steel countertop support angle ° °OD ° proceeding with work. Flange wlth 4 - 3/8" Install 6" from each end and Base cabinet 0 O ° 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into aria 1n center " counter. see angle detail EGRESS 3. ALL Lumber to be used as Beam, Rafters, etc... t0 have slab (3/8"t 50 ks1 steel p late) a" 1 e" wood etude at m" a minimum 1,400 P.S.I. fiber stress. 6" 1/2" drgwall o.c. 13'-II" -' Filled cell under girder above 4. No dissimilar metals to touch. 2/s" 2;2" 2" x 8" PT wood late p bo PORCH S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. r�" rz . o WIRE LATH t STUCCO ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o o CEILING Shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mIx y3oe" 0 21/, KITCHEN ISLAND FRAMING DETAIL - 191_91, 6. Drywall at ceilings shall be leveled and attached to bottom chord 3, q° Ic'-o° Of trusses With screws per FBC R102.3.5• O O 2%° Attach buck to block wall with I/4" dia. Eleo eonc screws with min. 1 1/4" 12" iv ASTER 1. ALL wood in contact with concrete shall be pressure treated. penetration at o.c. max and 4" max from each corner thru ° C 8. .ALL wall dimensions are nominal and not finished wall or stud dimensions. %" Exterior face 2" x L" PT Buck _ `s - E D R O O M 0 9. ALL plumbing fixtures to be low flow. of wall 11 arias uUm 8'-O" A.F.F. �� MT ECD 10. Contractor to Provide Drain at water heater in accordance g Flat Ceiling I with the current edition of the Florida Plumbing Code. ,LN 11. Contractor to Provide a 2'-8" wide door at one bathroom for ><e wood screws thru iamb into buck at each hinge and 15" o.c. max and o I handicap accessibility requirements. h,: 2h 2/z' Detail at Door prior to door attachment i 12. Lowest finished floor to be set bg Governing Building Department G" NTs N surveyor to set in field. INSTALL VULKEM BLOCK SEALANT Vanity to be O 1 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND BUCK 34Y2"high I 14. Door between garage and residence `shall be 1-3/4"t 20 min. rated door BILL BL OCK PRIOR TO 8'-O" to 9'-8" A.F.F. Water. Heater Install windows thru buck into u Rod t Shelf - -.- - - � ;T Ln Vaulted Ceiling block with 3/I0 tap -con with 1 1/2" penetration at L" o.c. max L'-4" 4° T-3" 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 p from each corner and d 2 o.c. max at�head andisillaper prod ct approval rQ MRror i w 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior Pace °p 1 N a GrtREAT1 M ROOT 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wail f3aok to be I" x 4" PT r( Q ) �/ I I flux. not less than-0.12 watt per square centimeter. Exposed foam plastic insulation Vance ° � I CLOSET I a I 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 H•B• l� I 18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931-7P AID, C139L be i'PhBuck nailed to �case hardened Wads O O _ _ - _ Rod t Shelf _ _j r C1002, C104�1,C1111, C1118, C1218, C1395, or and shall installed Detail at windows rior to window attachment FF I N according to the following: (FBC R102.3.5) In x V PT Buck nailed to Masonry Beam NTS I p hardened nails � 31" o block with case liar _ nor to door attachment m�P Install SGO thru buck Into 32" DRYER ASHER block with 3/I4" tap -con with l 1/2 penetration at 6" o.c. max. a Prom each corner and 20." o.c. max IL LAUNDRY O LAUNDRY thereafter at head per product approval H H to 9'-8" A.F.F Vaulted Ceiling (.f Use 3/I4" tap -con with i _ 1 1 1/2" penetration at 6" o.c. max. Varnt to be 1 DINING From each corner and 20" o.c, max in y thereafter at sill per product approval p 8„ 42" 34 Y2"high I I I ROOM in Ln T counter topq to 3/8" thick steel E S,-3„ 11 w overhang wall 1.5 1 p pP q0,: I" x L" P.T. Buck Waded. to O 9'-5" counter to su its block with case hardened nails14 Head prior to door attachment req. e4' ° E fixed door sliding: door A1`thru A108.6, Masonry wallif +41" high wall ° I OW 19. ALL ceramic tile shall conform to ASTM 08.1 e surfaces Installed h --- AI0,8.1 A118.1 A118. A136.1 and A131.1 - " 3. SECOND 20, Cement, fiber -cement or glass mat gypsum backers In accordance with ASTM _ BEDkOOM I KITCHENI C1288, C1325, OR C1118 and installed i.A.W. manufacturers recommendations shall " sotto ' Track Typical Flooring = I 8'-0" to 9 -8° A.F.F.° °P be used as backer for the wall the in tub areas and wall panels in 'shower areas. Sill Install SGD thru buck into 8'-0" A.F.F. Vaulted Ceiling �^ o 21. Insulation includingfacings such as retarders or vapor permeable members ,stalled block with 3/IL tap -con with Flat Ceiling r I upper cabinets . g P p Sliding Door D t (� I I 1 1/2" penetration at 6" o.c. max, O O I extend over Ref. I I within floor -ceiling assemblies, roof -calling assemblies, wall, crawl spaces and`attics from each corner and 20." o.c. max N thereafter at Jambs per product approval REp. NON -VENT shall have a flame spread Index not to exceed .25 with an accompanying STM E 8-4. At ,Masc'nr Wall NTS pP I n OPCLEAR ENING developed index not to exceed 450 when tested in accordance with A y 12'_e., 4:: #:: -m OPENING L _ 0 Insulation shall comply with F.B.C. R316. W III _ Ind ow Schedule O Frovide Bata R-11 Batts lnaulaGon ' Mark Size i2ou h Open. Window Descrl tlOn PRESSURE ZONE A/ C R-11 Batts Insulation closer O U. iQtg W.H. Union Corfugating Co. 24 ga. 5V crimp metal roofing #I _8, 4"' S -O' 4"0 Steal Bella FL#: 1211.4 Attach roofing to deck using #9 x 1.5" I. 4'- %'x',4,-L%" 54%e'x 54Ye" Single Hung ZONE 4 Ci See detail on this sheet wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps 2• V- 4 x 5'-3 Ve" 15' x 0 %V Single Hung ZONE 4 F�# W i _ _ _ _ _ , and 6" end laps fastened with corrosion resistant tin " s N Meter end panel Q I > I 22" x 54" caps with l' I/4" ring shank nails spaced L" o.c. 3. 3 - x 3 -2/," 21/="x 38/a' Single Hung ZONE 4 on either side of a O I P 9 p " > 1 J = 1 € I Attic Tight w at all laps .and two staggered rows 12" o.c. 1n field.. , " house field venP Roof deck to be 19/32'' CDX plywood nailed to 4.' 3 -I x 5 -3 /e" 38 x L3 /� Single Hung ZONE 4 y - I trusses with 8d x 2.5" Tong ring shank Wads per sheeting service locatlo r I Q� _ - - - - - J 150 Amp 8'-O" A.F.F. u) - - s 8'-O" A.F.F. attachment detail on roof plan Panel Flat Ceding m Flat Ceding Max allowable uplift = 85.8 psf ALL Windows to be aluminum Windows w/ tint _ o GARAGE � GARAGE and mullions per elevations, m Simpson HETA 20 or equal hurricaneanchor at each truss 12 ALL windows to Withstand pressures in permit info box on sheet I Or> U with (10) 10d x 1 1/2" nails PRE -.ENGINEERED TRUSSES 1 24" o.c) supp Max. 4 at 24"o.c. TYPICAL ALL Windows in bathrooms to be tempered Block wall in q0°o ® p 18101bs. uplift (shopdrawings b manufacturer) garage to be Block wall in I 9 9 All rough opening dimensions to be verified by contractor struck bloc ry ° S1 Ell MT 110 O�gerage to be O with manufacturer s specs prior to construction 0 E struck block DOOI" Schedule ° L 4„ 13'-0" Aluminum Drip �-0 R-30 blown fiberglass O r------ 1 MEGRESS Y r----=---- - - - ---1 Edge t Fascia im bottom chord of trusses 0 I I I I Mark Size Rough Opening Door Description PRESSURE ZONE ® I I I 1/2" drywall with smooth finish I I I I 2" x L" Sub -Fascia Two rows oP beam block filled with concrete A 9'- " T-O" loan x 84" Overhead Garage Door ZONE 4 I I I I end (1) #5 bar cont. in each row. Substitute " I " I i 1 I I recast lintel filled with concrete and (I) #5 B 3 - X L -8 41"/V x 83%" Fiberglass Panel - Inswing ZONE 4 I I I I Kagcan full o vent vin I soffit installed p " han,setten I I I Y bar Cont. far bottom row over openings 14 x 81 /� ar , „" Sliding acing I/8" ills shank x 5" long gale. C L'- X L'-8" g Glass Door ZONE 4 roofing nails with 3/8" dia. head per I I I I product approval - see chart sheet #1 1/2 dr wall over I" x furringg D 2'- " V-8" Solid Core Wood. - 6-Panel -Bi-Fold Finished 24' x 81 V I I I I strips a 10 o.c. with R4.1 Pi -foil to I I I I insulation on typical 8" Block walls E 2'- IN X1 V-8" Solid Core - Wood - 6-Panel 1 I I 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 O O - - - - O 9 F 5'- L'-B" Solid Cora -Wood - L-Panel - BrFold T and shall meet all. pertaining g ASTM codes. ° stucco on t ical concrete and Mortar Jonts shbll comply with FB8 (R60 showers, tubs etc_..) - -"" - - " O Provide Dur O Rock at all wet are h H 2 XI 2 _g A yP m Mortar to be T e M on proportioned per FBC R601.1 L 88 x 1% Solid Core Wood,Steel, (-Panel Door 2 block construction yP P P p G 2'- x 9'-O" 2'-8" 6'-4, 2,-8" q:_O:, #5 bar vert. w/ " " 3" 30" overlap Fill cell with concrete and J 2 - XI L -B Solid Core - Wood - L-Panel - Bi-Fold at each filled cell (U #5 bar vert. (typical). Max. spacing shall not exceed Verify attachment Tet Wood 48" unless Base seeefogundaUph plagnenotesdfor boxLon sheretr #oars t0 WIt1lStand pressures stated In permit info prior Ito fabricatio3 e" thic. s acinat o enin s i4"concrete slab with fibermesh OR GARAG D OR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL steel brac VxC' #10/10 WWM on L mil Visqueen over WITHST ND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I Grade clean compacted termite treated fill All rough opening dimensions to be verified by contractor / with manu acturer s specs prior to construction !� _ - - < IIII=1 L=1I I I= I I I I COUNTER TOP BRACKET DETAIL -IIII-IIII= = _=1111-IIII- 3raden t Braden AIIA, FA uJ nne Building COr . MODEL Date Drawn : Revisions Architects -Planners ill: IIII=IIII Ili1-111= 11= sawn b f =1 1 IIII-- I4" x 14" Concrete footing 411 S.E. Coconut Avenue O f t Carlton 2 a t" a G REAR Drawn by: with (2) #5 bars cont. and #5 Tel : (7�f2) 287-8258 PORCH C.C.M. 111� SECTION transverse bars at 48" o.c. Fax (112) 28�1-8283 Spanish Lakes RIGHT Checked by: E-mail: bradenaia comcast.net St. Lucie Count Florida D.R.B• S I I/2 I -O c...__. C1 @Aor0u. 4+ A A e- nnz� y 1i tops to a wall 1.5" Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing dons for 0 op installation of drt�t�wall Into Spacing Maximum wood framing membera Nails Screws 2" x min, thickness Ceiling Perpendicular 24" 1" 12° 13ga 1 3/6'" long with 19/44" head 0,098" diameter x 1 1/4' long annular -ringed or Sd cooler nail �2 OR Walls Either IL" 8" IL" 0.080" dig- x 1 5/8" long with IS/44" headd Direction OR Ggpsum beard nail 0.086 `dia. x 15/8" ath 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga l 5/0" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail e OR Walls Either 161, 81, 16" 0.092" dia. x 1 1/8" long with Direction 1/4' head OR G psum board nail 0.0915" dia. x 1/8" with 19/64" head. Li ca e : - Lel O O Square Footage Breakdown Total A/C Space = 1,608 sq. ft. Covered Porch Total = 264 sq. ft. Garage = 518 sq. ft. Under Roof Total = 2,324 sq. ft. Sheet Comm # .i OF 5 i 2 OKI 4 5. EK TFLJCTJFAL NOTES - 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. 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 POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 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. 16. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2 RECESS FOR OVERHEAD DOOR 11. FouAD/47oN 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 41 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 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 ARCHITECTURAL 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 GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD 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 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 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each Side Of openings Upp to 5'-II" wide. Provide (2) filled cells on each side of openings from (o'-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 2,4" 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-307 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 SEE TYPICAL at each filled cell �ECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Fill qSk ; s IIII_ 14"w x M"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-U 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per a foundation plan 95 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 Tooter 14" below finished Floor SCALE 1/2" = I'-U" Verify house slab height in field I I 1I- 1- —_,30"x30"xl6" concrete column footing with (4) #5 bars each way IETAIL SCALE 1/2" = I'-O" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE- \ SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark size Description FI 14"W x 141) MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS FD 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 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 5 O'—O" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-U" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Ad,Iust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Vxclean0 110 WWM cted on 10emil Visqueen fill over #5 bar In curb O'-O" a F.F. Grade v oo III=IIII—IIII ;I I I T footing wih (2)c#5 barsncont. 4" / GARAGE CURB DETAIL SCALE 1/2" = I'-O" 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 PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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. Filled Cell Masonry Column With One #5 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 ell Column NTS » —v 8'—IOY2" 2" 8'—IOY2 12" x 12" concrete column block filled 7 with concrete and (2) #1 bars -ert. tied Into lintels above 00 OD i 1 1 1A i 1 1 1 O� OO F4----L—° � F4 �L7 FI`%ddceMIuru6Aer FI I O ggltteerafabvve =_ I 24" I ° W O FI 717 Rear Porch Slab to 0 IL I F4 o i be poured separately J from House Slab. r Thicken O footing to n� I 24% x 14"d x 24"L O a �Um under I under filled cell girder bearing. I ° Q N E O O OE as nv � ~den I — — FI - FI - I Rear Patio/Slab to be flush with bottom of 0 I sliding door recess. Slope I" I ■ I 11° I t- I ■ I FI I ;- I �- to I I ■i I H.B. 4" concrete slab with fibermesh OR I 6 x6 #10/10 WWM on 6 mil Visqueen over O I clean compacted termite t/d11, i DRYER ASHER I FI ■ I °I Io I Ell I all I I` I AT MENT REQUiR5R_ I FI I O o r FI o I I I of I � o� o I I DW I —i ■ I O 4" concrete slab with fibermesh OR I 6"x6" 410/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill O MICROWAVE REF. NON -VENT F 3a• CLEAR O OPENING F I O° I L—ter---------1 O r-----� ----I H.B. O - — — — — — — — — N u IIIt6 W.H. 0 I I I I I ® I ��- Lu Xol F 311 I IQ F I I W I I 1 1 I o I IL I I I I F51 (nT I I I I I I Rd- ■ I tq I I I I I c;m I F5 I I F1 I I I o = Recess for Garage Door M E772-1 O O 10 OI F51 OI \ I ID LU o ° F5 - 1 0 6 _J o N I I I Fs 0 O----- — --J O OO O E) OO 00 O O 00 !m 9'—O" 2'-8 1 _ 6'-4" _1 _ 2'-8" 9' — O" Braden t Braden AIA, FA Architects - Planners Wynne Building Corp. MODEL REAR Date Drawn : 1-21-IL Revisions Sheet Co 411 S.E. Coconut Avenue Oft Carlton 2 C�arag� Drawn by: Tel : (112) 281-8258 PORCH Spanish Lakes Fax (112) 281-8283 RIGHT Checked by: E-mail: braderaiaO comcast. net St. Lucie County Florida D.R-B. OF 5 Stuart. FL 3499L #AAC000032 O O S H E T f N C diameter #5 bars with min. 48 bar Provide #5 bar set in pre -cast ROOF Scale I/2" diameters overlap into beam. Tie lintel into beam where length of Filled cell steel Into continuous the opening calla for It. i ii ATTACHMENT DETAIL beam block steel. — Overhangs at I —O unless otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet L Minimum Nail Size = 8d ring shank (min. 2.5" long) Provide Cast-CreteTruss Si1op drawing5 to be provided b6 manufacturer 2. Minimum Screw Size = 48 x 2" 8U8-OB/OT precast -- - - 3. Minimum Sheathing Thickness 19/32" CDX Plgwood lintel set in mortar, y _ — Anlg changes t0 this plan shall be submitted t0 the 4. Use nails or screws based on pressure for roof stated Min. e" Bearing - - in permit info box on these plans for zone 3 s;Y.._,, `,; a architect for approval in writing prior to starting corstruetio ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior " Provide PT Buck to construction for layout and uplift verlflcation (• `a attached per jamb i a Poured Filled Cell details into filled cell— Contractor to provide for Form Board Survey and to provi( I :1 4" Pre -cast I:I ::I I '_I I Form Board Survey to Truss Company prior to truss constru Sill � Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 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 Column Verify with Plan 1 Rebar to L l n t I Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie Pilled cell steel into continuous Tooter steel. Poured Col concrete It, CBS WALL Scale: 1/2" = l'-O" 12"x 12" dumn Block \ (`I --p,#1 Rebar 48 Bar Dia. Min. Overlap A t t a C h m & n t NTS Additional Precast Lintel bars Lintel Bar Clear u u A " If#5 B Length Length Span Bars Bars CLEAR 2'-10" 2'-8" -6" 2,43 none 3'-4" 2'-2" 2,#3 none 8F8-OBAT 8F8-I1BAT SFe-IB/2T a Additional 4'-0" 3'-10" 2'-8" 2 tt3 none - ^'r #5 bars CLEAR :';�% .,+,`r.One 4'-4" 3'-2" 2,43 none Row of "H" ;jt`:• Block Above ':ti;?,_Z 5'-2" 4'-O" 2,93 none 2,44 none . Precast Lintel rI:;: 9 6'-4" 5'-4" 2,44 none Additional '�i ,L___' _Ar 95 bars y� 1'-O" 6'-2" 2 Yt5 none BFIL-IB/IT BFIL-IB/2T T-10" T-O" 2,45 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for rein£. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel S1Ze Top Steel $1Ze Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-0 8F8-OBAT 1 #5 3001 1150 1024 L31 2'-L" 2'-8. 3'-1. 4'-0' BFB-OBAT 1 #5 2541 1363 1L3 L45 4'-5' S'-lo" orB-OBAT I #5 1105 909 339 LBO 5'-O" L'-L" BFB-OBAT 1 #5 1238 835 121 LLO 6'-8" T-V BPS-OBAT 1 #5 1011 121 534 LBO 8'-0" T-4" 8P8-18/2T 1 85 2 #5 152 591 512 L90 9'-0" 10'-L" SPS-18/2T 1 #5 2 #5 L43 530 401 L90B T-O" 10'-6" 81=I6-IS/2T ONE 1 #5 2 #5 1533 1183 401 MOO 10'-O" II'-4" 8F8-8/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" 1 BFIL-8/2T ONE 1 #5 2 #5 131.16 1028 452 LI20 12'-0" 13'-4" 8FB-IB/2T 1 #5 2 #5 411 428 324 LI20B 12'-0" 13'-4" 8FIL-8/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0' 15'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1250 409 2541 LILO I6'-0" IT-4" 8F8-18/2T 1 #5 2 #5 300 192 194 LILOB 1 IL°-O" IT-4" BFIL-IB/2T I ONE I 1 35 2 1 #5 950 1 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" bloci to vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) 10d nails into truss Poured Concreti concrete block u Concrete F Manufacture chore Per 5pecs lax. TRUSS BLOCKING DETAIL Flush Mounted Shutter Detail AT GIRDER STRAPPiNG AT CENTER BEARING,: POINT 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 lager of ASTM D Ti pe 2 felt paper using Sd Halls. Substrate to be 19/32 COX Plywood nailed at 6" o.c, in field _ and edges with IOd ring shank nails into studs. Union Corrugating Co. 26 ga. SV crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 Ib Felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant n caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in Field. Roof deck to be 19/32 COX plywood nailed to trusses with ed x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 par Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 4 18101bs. uplift Aluminum Drip _ Edge t Fascia 2" x 6" Sub -Fascia Kagcan full o vent vinyl soffit installed using 1/8" din shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 One row of beam block filled with concrete and (U #5 bar cont, over 8" precast lintel — filled with concrete and (U #5 bar cont. Aluminum Drip Edge t Fascia Flash and Counter flash — Nail ledger to gable end truss with (2) IOd I at each web 1/2' thick stucco on 3/8' hi -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" penetr. into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction #S bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to. be flush with bottom or sliding door recess. Step per foundation plan a Slope per foundation plan Tublcal Section at Front Aluminum Panel Sizes per manufacturer — See Tuocal Stud Detail Va" x 3/32" wing Nut w/ appropriate washer and spacing `u per manufacturer's Details 3 o.s^ N m N 094' � m L E � m OL u 113 .Isis" UJI L Stud Detail =-= U Stud w/ Die Cast Zinc xis Nickel Plated Wing Nut N i/4' CL E� tf) u L nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom or top chords using (2) IOd nails at each truss PRE-ENGINEER-f-D 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 (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 har cont. for bottom row over openings 1/2" drggwall over 1" x furring strips at 14" o.c. with R4.1 fl-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. m Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R6o1.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #S bar vert. (typicaU. Max. spacing shall not exceed ood 48" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR "x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill i Forch in = 10_nii Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss /5/e' din. threaded rod with min 12" embedment ( 24" o.c.) supporting Ma / into beam either wet set or in epoxy with 1810 lbs. u lift HETA 20 (22) IOd nails into truss. Add blocking to p truss lea ter detail on this sheet L6 BI LIO B L90B 1_ LU BI o b Q L90B H UJ J Je :tlO BI Q BI Uui BI L60 12" I 1 5.H N N L BI 4� , '' ; At _ .c OU O X1] as �Oa 12 Q� BI SLO w L) t1 aye W ojl� 19, 1„ � V U EY o W O Q) OOy O a3 Uy79 a W (Y c U W O w O` — y, 1O - " 18'-6'1 N d- N X Ln aa°iU m'XUP W An BI E N , n3 .0 W C 4 airn..5i�cvA�Wn L � I ; I I _1C L22 BI Qaa 3 J a s mN 3 q� c 3 x_= V ULT (AREA 4 a O NQ� c ar����= QJ (V is (y uj X L W O iJ I L OO �l L Ory11 Eai a-c., W vay3 (1J (6 UJ U om�x CL I ) BI L y �LL3�-0� �� E BI I 12 �/ = 41 SLOPE W I— L � I I L31 BI W W O „ H Q H � (V I _ O N /—>I UJI BI F- UJ /I 22" x 54" Q / Attic Access i L \ I I — — I with fight 1 1 UI L BI m 8'-0" MAX/ BI 12 i i i i SLOPE 4 oDD SPACE I / I \ I I L22 BI BI L22 BI BI a o I U BI BI r BI BI L90B LLO L90 iv Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift w Q U IL T f .0, Provide downspout PANEL "A" Pales BR Load Wire Description eve# circ# Description Wire Load BR Poies 2 40 10 kw #8 A/C comp 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #6 12.0 kw 5o 2 � B 1 20 1.8 kw #12 Pump 9 1 10 Driler #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 1.5 kw #12 Microwave is id Refrigerator -#12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen. S.A.C. IT is Recepts 912 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 1 20 0.61 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 I 20 1A kw 412 25 26 Recepts #12 20 I 1 20 1.92 kw #12 2-1 28 Recepts #12 20 1 I is #14 General Lighting 29 30 Recepts #12 - 20 1 1 i5 #14 General Lighting 31 32 Recepts #12 20 1 1 I5 #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 3-1 38 General Lighting #14 15 I 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I spare 4l 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Totaftatts) General, Lighting .(3. watts. $rnal.l. A.ppll a.nce..C.ircult(s)... Range Refrigerator . _ .. .... Microwave ................................................................. Dish Washe ..............r................................................... Clothes_ _Washer .................................... .Clothes..Dryer..............................................,. Water Heater Water Pump ......... ............... Garage Door Opener sq.. ft.) ...... . .. . .. . .. .. . .. . ... . . . . . . . . . . . . . . .. _ . .......... ........................ . . .... . . . . . 1135 3 5,205 2 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 I 4,500 4,500 I 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts Remainder e100% 21,415 e40% 1 1 10,000 O 10,000 10,966 Electric Heat or A/C 10,000 945% 1 Watts 10,000 10,000 Calculated Load 30,9L4 Calculated Wattage Divided bg Voltage = Total Voltage Amps Panel Size Required = 240 129.03 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed PCB Push Button Switch -0- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light ==O I Special Receptacle O- Wall Mounted Light '19 w FI Waterproof, ground fault interrupts : Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel ® Central Vac g I Electrical Meter ® Smoke Detector Ceiling fan Q Television Jack FT - Telephone Jack Al c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ❑i Intercom Electric Notes: I. Use copper wire only, 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. S. ALL bath and kitchen receptacles to be GFI rotected. 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 Refrigerant 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 bg a licensed electrical contractor, the completed system shall be fully 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 liabilitg and propertg 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 gears from the date of acceptance or certificate of occupancy, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of ang other phase of installation that may have been damaged. I1. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and 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 comDanu. #2/0 Aluminum feed 1'/2' Conduit 21,PVC l Vent thru Soffit --- SEE MANUAL "J" and Energy Calculation for Unit info 2" rigid service FPL I Loa uS RconippebaW�in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NITS - 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 ri required n the latest edition of the rN. s7 E C I I /4 j� I C /4 \/ 0 U 7 20. All material shall be new and shall bear underwriters j�--Ij � I 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 racewags and pipes placed in or through ang concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 O= THERMOSTAT LOCATION SCALE: 1/4" = 1' - O " Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail; bradenaia5comcast.net Stuart. FL 34996 #AAC000032 MASTER BEDROOM 101 IN CLOSE PORCH 26 WP GFCI ' � 1 � I � I O CM Mi-Ii0 OEM - Vi A 6 111110- �:1Ll Ew 11ry SECOND i BEDROOM// , / I i / I UP GFCI Install oulet / under not shown for clarity Q / U Q = FCI OPTIONAL PANEL LOCATION 1---S c u Y'/ 1 150 Amp I Panel / GFCI GARAGE / GFCI GFCI --/ o r - - - - - - ®=------� i �- Garage l Door l l Opener l I I I I I I I 1 I I I i I 1 I I ELECTRCAL i=L,4N -q( Al F. 1/.4" = l'-n° Total Attic Space = 2481 sq. ft. Venting Ratio I/180 = ILS8 Sq. ft. required Provide A Continuous Vented Soffit TV I E I I I I I GREAT ROOM I / I / I / I DINING ee' I ROO>'1 e I I � I I \ I ..c e Pgg / tight / to tarnl I to garage lights Wgnne Building Corp. MODEL 70ft Carlton 2 Garage REAR PORCH Spanish Lakes RIGHT St. Lucie County Florida UtIN rs- - - - T1 is I 2'S" vc 54" Attic Aacass 1 with light\ l L - - - - 1` �\ GARAGE Fcl \ \ GFCI r-------0--------� Garage l Door l l Opener l I I I I I I I I I I I I I I I Post Light with O Photo cell i Center Post Light bi- between drivewaus Date Drawn Revisions 1-21-14 Drawn by: C.C.U. Checked by: D.R.B. S Wire For Front Post Light WP GFCI Sheet OF 5 Comm #