Loading...
HomeMy WebLinkAboutBUILDING PLANSMOD 91 I� 12' H. ST. LUCIE COUNTY BUILDIN5 DIVISION REVIEWED FOR COMPLI C REVIEWED Y DATE PLANS AND PERMIT BE KEPT ON JOB SITE OR NO INSPECT(S) WILL BE MADE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #tg9 Gulf Coast Supply and MFG Sv Crimp Metal roofing FL ttIIG51.12 2L ga. 5v crimp metal roofing attached to plywood neck u1.5" 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" ox, max spacinSTM Dwood screws witfi self sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 Ile Felt underlayment installed with aim. 4' side L" end (type 2) 30 Ib felt underlayment installed wsh min. 4' side laps end G" end Ipps fastened with corrosion resistant tin cape and with 1.2ank Haile 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. Attach spaced G' o.c. at all laps end two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet d 11 eck to trusses using attachment detai on this sheet J� �u' 5/8" thick light textured 1 stucco on typical concrete block construction 5/8" thic x 8"W cut coral finisid stucco bands 12 _ -4 1 SLOr-E I LEFT ELE\/A470N RIGHT F_LE\/AT10N Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11 I2 24 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max. spacing over (type 2) 30 lb Felt underlayment Installed with min. 4' side laps I laps fastened with corrosion resistant tin caps and with 1.25" ring spaced L o.c. at all laps and two staggered rows 12" o.c. in fie deck to trusses using attachment detail on this sheet I 12 SLOPE 4 12" O.H. COVERED Finish Columns with PORCH 5/8" thick cut coral finished stucco bands r.. F"EAR SCALE: 1/4" No 1'-0" 0 — — — — — — — — — — — — — — — — — — — 5/8" thick 11ght textured sf;icco on typical concrete block construction SCALE: 1/4" No 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER product Model III Manufacturer Glass Attachment method TT� Ex iration Date Design Pr,.ssure of Approved Tests 1,2,3 t4 FLU 11499.2 Single Hung Series 185 MI Windows and doors q. x gpcone w min�1TT �griPt�nek°Lento wild om each co Her end L o.c. therea ter 0 n eu filled CMU wall mmntaming inn 2.5" edge distance In stncL adherence to the roduct a prove,. + LO psf A 11-1108.30 Overhead Garage Door g Model 824/811 9'-4 max. width 9' - " max height 9 DAB notes x . o CCMre . d: I C N ses her Vert. w"p 3/6' x 6' Hdti HLC sl..v. anchors at e' O.C. Nth I. n oashe s ea alp. 4' .rig. dw..nee. Iro(ell A ek to Lurk �i tilt 1 die• Owl thread I.g k.<.. m wch L K1a memtrmp an, d I.G• .dg. dsterm. - cic to strides edNr. to product ppreval r d. l/li' w an rdMr shsnn 10-9-21 + 50,0/-40.0 psf B FLU 14474.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4" die. tapcon with min 1.25" embedment at 3" max from corners end 1'1.5" o.c. max. therearter in head and jambs. + 50,0 P F C FLU 15332.2 -SlidingGlass Door Series 420 MI Windows and doors x cons u rm Denstration at max. t1om aac� corner r1i�nd i�o.c. al dw ]a row thorei throng PT Duck into sdiE filled CMU wall maintaining min 2.5" adge ,stance in strict adherence to the product approval. + 48.2 P F — Product NOA/FL NUMBER Model Manufacturer Attachment Method TT�� TT Exsiration Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU we (2) 114" x 2 3/4" tepcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) s10 x 1.25" If tapping screws per clip as shown In product approval. + 118.9 F _ Roof FLU 11491.12 SV Crimp Metal Roofing Gulf Coast Supply and manufacturing 24 ga. sv crimp metal roofing attached to plywood deck using 49 x 1.5" wood stress with self sealing washer at 12" o.c. max spacing over ASTM D itgpe 2) 30 lb felt underlagment installed with min. 4" wde laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two ste gered rows 12" o.c. in field. Attach deck to trusses using attachment detai on roof plan - 108.5 SF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 0 o.c. screwed to soffit framing using #B x 3" wood screws at each truss. Install soffit to battens using 0,12" dia. _xASLIono ring shank nails With 3/8" dia. head, +55.0/-3 .O PSF I Hurricane 24 Gauge Fin 15014.2 PHnE18 Storm Panels f have reviewed ti. , above, and Global Protection Install using 1/2" dia. solid set lead ancliors with 1/4" din.-20 x 1.5" Products LLC long SS shrew head combo. with Neoprene washer at 12 1/2" o.c. + along the bottom and 13" o.c. at the top _ 45.0 SF approved it by my -eal below. ( Architect or Engineer of Record ) 12 SLOPE OIL 8'-1" BEARING I 5/8" thick x 8"w cut coral finished stucco bands OIL 0'-0" = Finished Floor 2" x 4" top plate 1/2" drywall ceiling on true& bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base -board —2 x 4" P.T. bottom plate I \ 4" concrete slab with fibermesh OR G xL #10/10 WWM on Land Vilueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden It Braden AIA, PA Wgnne Building Corp, Architects - Planners -411 S.E. Coconut Avenue THE 1 I A J E S T I C Tel : (112) 281-8258 Fax : (112) 28�1-8283 Spanish Lrlkes E—mail: bradenaia comcast. net =1 St, Lucie County orlda 12 4 SLOPE, 5/8" thick light textured stucco on tgpical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands SCALE:: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 24 ga. 5v crimp metal roofing attached to plywood deck using #4 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 G" 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 FRONT ELEV/4710N By SktQ tw-1PrAI1��( 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" ALL �,ONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCL"PS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND JILL CONTINUE FOR ONE YEAR FROM THAT DATE P'.RMITTING INFORMATION (FORM 100) Florida Bullring Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building C),sslgn is: Enclosed Risk Category: II Wind Velocity: I45 mph ultimate Mean Ro:). Height: l�l� pp" Roof Pitch: 412 Internal Pressure Coefficient: tO-I8 Subdectabdity to damage from: Weathering: Negligible Termites: Verse Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.G 0.12L Adjustme,: factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.LWL: 0.40L+O.4WL Componerta t Cladding Wind Pressure (NET) Roof Zone: 1. +20,L/-32.G paf Roof Zone: 2. +20.L/-51,0 psf Roof Zone: 3. +20.4/-84.0 pal Compon rise t Cladding Wall End Zone Width: Componsirts t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 oaf Wall Zone: S. +35.8/-41,8 psf Compon nta t Cladding Wind Pressure (NET) on Garage 0oor:+32.0/-40.3p6f Shear Wdla Considered for Structure? Yes Continuous Load Path Provided? �Y�Q�8 Are Components an Cladding Dilie Provided? Yea Minimum Soil, Bearing Pressure: 2,500 pal, Presumptive: X Bu Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31— psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -A-5— psf FLOOR DEAD LOAD: 1O pef JOB ADDRESS: < Model: Date Drawn REAR PORCH 5-25-I8 Drawn by: C.C.U. 8 OCTAVIO RIGHT Checked by: D.R.B. Revisions FIIP ROOP 2,12 TO 4.12 PITCH Ej = Roof Zone 1 Wall& Zone 4 = Roof Zone 2 Wells Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet OF 5 Comm # a i n .l -Nil=LOOP PLAN S. Recess top plate L"w x 3/8"d 4" for steel support angIe K CRASH P S T DETAIL. see data'' an this seat Counter top - verify type with contractor TYPICAL NOTES; SCALE 1/4" = 1`0" N.T.S. I. Contractor to verifyALL notes and dimensions prior to P 36" high by 4" ill steel crash post. P meter Floor steel countertop support an Install G" from each end and Baas cabinet Pproceeding with work, g Flange With 4 - /8' one in center of counter. 2, Contractor to STRICTLY enforce ALL OSHA Requirements, eix ansion bolts in O sea angle detail ' 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 5o I steel plate) x 8" wood .tads w et x a minimum IAOO P.S.I, fiber stress. G„ /�" drywall 4. No dissimilar metals to touch. 2" x s" PT wood plat. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2''" z''" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o �' KITCHEN ISLAND FRAMING DETAIL shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix n Attach buck to block wall with 6. Drywall at ceilings shall be leveled and attached to bottom chord y g Of trusses with screws FBC R102.3.5. /8" 2/" 4^ 1// die. etr nano scroll with min. I I/4" penetration at 12" o.c. max and 4" max from each corner thru per Exterior race z" x G" PT Buck 1 ALL wood in contact ith concrete shall be ressure treated 2 ' of wall 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 2yz" z,h„ surveyor to set in field. y," ,," 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 Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9,2 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. R314 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C34, C19, C415, C514, C630, C931 C960, C1002, C1041,C1111, C1118, C1218, C1395, or CIS96 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nell sizing options for Installation o/ dr well into Spacing Neils Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" T" 12' 13ga 1 3/8' long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR Walla Either IL" 8" 1G" 0.080" dia. xx 1 5/8" long with Direction 15/64" headOR Ggpsum board nail 0.086" dia. X 1 5/8" with 9/32" head. Ceiling Perpendicular 24" -1a 12" 13ga 15/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular-rmged or Ld coder nail / Walla Either 16" 8" IL" 0.092" dIa. xR 1 �/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" die. x 1 1/8" with 19/44" head. Vanes a8 Wood screws thru iamb into buck 15" d Detall at Door at each dings and max and nor to door attachment hment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into black with 3/16" top -con with 1 1/2' penetration at 6" ol max. from each earner and 20." o.c. max thereafter at ,iasks and 20" o.c. max. Exterior face at head and sid per product approval of wall Buck to be I" x 4" PT r I"x4" P.T. Buck nailed to lock with ease hardened Walla Detail at Windows prior to window attachment NTS Window chedule Mark Size Rou h Open. W ndow Descrl tlon PRESSURE ZONE I. 4'-5Ya"x l l/9" 54Ye'"x 54Ya" Sin le Hung ZONE 4 2, L'-2%"x 5'-3 i!' �5" x 43 %, Sin la Hung ZONE 4 3 2'-2" x 3'-2i2" 2IY,"x 38%" Sin Hung ZONE 4 4. 3'-1" x 5'-3'/r;' 38" x 63'/4' Sin Hung ZONE 4 ALL Windows to be aluminum windo and mullions per elevations. ALL windows to withstand pressure ALL windows In bathrooms te, be t w/ tint in permit info box aped on sheet I 19. ALL ceramic tile 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 All rough opening dimensions to be verified by with manufacturers specs prior to construction P ntractor 11 D oor Schedule be used as backer for the wall tile 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 -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyingg smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Mark Size Rough Opening oor Description PRESSURE ZO A 9'-0" x �'-o" loe" x 84" verhead Garage Door ZONE 4 B 3"-0• x c'-e" 41"'i," x 83%" ber lass Panel - InswingZONE 4 Insulation shall comply with F.B.C. R316. C c-o" X c-8" 14, X 81 /�° a «:aa" iding Glass Door ZONE 4 D 2'-O' X C-8" Solid Core - Wood - -Panel-Bi-Fold Finished 24" x 81'/i' E 2'-6" X 6'-e" Solid Core - Wood - -Panel F 5'-0" X 6'-8" Solid Core - Wood - -Panel - Bi-Fold G 2'-8" x C-8' x 1 %" Solid Core Wood, Sta or Masonite Door H 2'-8" X C-le" Solid Core - Wood - -Panel J 2'-L" X C-S" Solid Core - Wood - -Panel - Bi-Fold Gulf Coast Supply and MFG 6v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using u9 x 1.5" wood screwa with self sealing washer at 12" o.c. mex spacing over ASTM D (type 2) 30 lb felt underieyment installed with min. 4' side laps 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 field. Attach deck to trusses using attachment detail on this sheet ALL Exterior doors t0 Withstand box On Sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT WITHSTAND THE PRESSURES STATED I ressures stated APPROVAL FORM PERMIT INFO BOX In permit Info P AND SHALL ON SHEET #1 All rough opening dimensions to be verified by with manufacturer s specs prior to construction ntractor Simpson HETA 20 or equal hurricane anchor at each truse 12 With (10) IOd x 1 I/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 �- IBIOIbs. uplift at 24"o.c. TYPICAL ( b f t ) I" x 6" P.T. Buck Waded block with case hardened prior to door attachmen Masonry Beam to malls Aluminum Drip --- Edge t Fascia 2" x 6" Sub -Fascia 7 Kaycan full o vent vmpl soffit installed using 1/8' die shank x 15" long galv. roofing nails with 3/8" die. head per product approval - see chart sheet RI 5/8" thick light textured stucco on typical concrete \ block construction u5 bar vert. w/ 30" overlap at each filled cell Grade Wood Base shop drawings y menu ac wirer Install SGD thru buck Into block with 3/14" tap -con with „ „ XXXXXXXXXXX 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 tt5 bar cost. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drwall over I" x furringg strips ai IL" o.c. with R4.1 frfoil insulation on tgpicai 8" Block walls All drywall to be installed per FBC R'102.3.1 and shall meet all pertaining ASTM codes. n Mortar to be Type "M" omlg proportioned per FBC R601.1 and Mortar s shall comply with FBC R601.2.1. Provide Dur-�I�$ock at all wet areas (ex. showers, tubs etc.. L Fill cell with coneikll and (I) tt5 bar vert. (atypical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR G'xc' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill _ 14" with (2) tt5 bes Concrete footing cont. #5 T Y P I C A L SECTION transverse bars at 4e" o.c. Scale : 1/2" = 1'-0" cr I IN N Verify attachment hole location with GC prior to fabrication 3/8" thick G" steel bracke r COUNTER TOP BRACKET DETAIL i+l O I I trl O r I I/2 penetration at 4 o.c. max. from each corner and 20." ox. max thereafter at head per product approval p O O Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fi d door all Ing door ry Masonry Wall N Bottom Track _- -Typical Flooring >' Sill Install SGD thru buck into block with 3/I4" tap -con with S l i d i n D oor D , tail 11 I penetration at 6" max. g r fromom each corner and 20.." ol max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart. FL 34999 #AAC000032 EGRESS 13'-11" - MASTER BEDROOM _ _ or U0C 8'-O" A.F.F. v ime) a Flat Ceiling Vanity to be 34 Y2"higigh OPT PATIO/SLAB 35'-O" 8'-101k2 12" -\12" x 12" Concrete column / block filled with concrete and Filled cell under (2) ttl bare vert. tied into O girder above lintels above PORCH O WIRE LATH t STUCCO e CEILING 19' - 9" TOProvide screen infill below�-0 C beams and between columns Rod 1 Shelf o - - - - - in 17n Mirror r I v r O � I ... HB CLOS T I_8 - J H Rod t Shelf 300 0 W W o W s - W I- I I I I I 8'-0" tol9'-8" A.F.F ,/ Vaulted'Ceiling 19'-5" 1 djjk8'-O" to 9'-8" A,F.P. O v Vaulted Ceiling qP Vanit5"_3 I [DINING 4234 Y2higfi IT counter tope tROOM 184a overhang wall .53/8" thick steel 9O„1 counter top suPP its ad. eq. coun or tops to G over ang wall 1.5" 0� o A/C #I I N Meter and panel on either side of house field verify service location O SECOND 8'-0" A.F.F. Flat Ceiling r i- 12'-8" R-II Batt. Insulation 150 Amp 8'-O" A.F.F. Panel Flat Ceiling GARAGE Block wall in O I garage to be struck block ry 13'-O" r---------------- II I I I I I I I I I I I 1 I I I I I I I I 1 I I I .M; 9' -O" 00 I O W - :Ij - - ; oo eyIlk e R u O +41" high wall 1 p DW I I I KITCHEN I o 1 8'-O" to 9'-8" A.F.F., 1 Vaulted Ceding m O Upper cabinets to I - 1 extend over Ref. I 1 MICROI AV REF. NON-v NT j OPENINGFAR L _ O tt v M H.S. Provide auto R-ll Batts Inwlation f�closer f O W.H. q'm Steel Ballard � See detail on this sheet \rs W r --54"-n m 1 \� I 22" x w 7 61 6 Attic Access > I J 2\ I with light a L - - - - -J O tLn I - m Flat Ceiling pT -4 GARAGE c m - Block well in OI MT ° Q /garage to O be p / struck block INO MER ENCY EG Ess r - - - - - - - - - - - - - ---i O I I I O I I I I I I I I I I I I � I I in I I O - - O I I O - -mhl 11011r�_ ICpI IE ° ter, 2'- O 2'-B" 6'-4" 2'-8" Square Footage Breakdown Total A/C Space = 1,608 sq. ft. Covered Porch Total = 264 sq. ft, Garage = 518 sq. ft. Total Cubic Ft = 12,8(09' Under Roof Total = 2,324 sq, ft. W ny ne Bulldln Corp.ODEL 9 P Date Drawn : Revisions : Sheet g 5-25-18 THE 1'1AJSTIC REAR Drawn by: PORCH RIGHT Checked by: 8 OCTAVIO Spanish Lakes St. Lucie County Florida 1D,R.5. OF 5 r- 4 .� I I\1.1L. I L,1['NN11'-tL_ IXk/ I C,.7: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 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 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. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO, 200 MESH SIEVE, PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FCLAD�470N FL/4N 8. SLOPE ALL PORCH SLABS, C�VERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF ROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOL WS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PE MIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SH 11E L BE GRADE 40, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL CHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEE A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WO 1) WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER BHA L BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WI ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTE ERB 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 1 45 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 6'-O" to 9'-II" and. Provide (3) filled cells on each side of openings from 10'-0" 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 7. Contractor to provide for soli test prior to c-onstruction 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. 45 bar Vert, w/ =4Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cell ECTIONS one #5 bar continuous 4" concrete slab with flbermesh OR GRADE VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade _ I 4E. — — III—IIII—Ii' = IIII= 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. I4" TYPICAL FOOTING DETAIL 4" concrete slab With fibermesh OR 6 x61, #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation plan 10" (2) 45 bare cost. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bare vert. tied into Imtele above Top of footer 14" below finished floor lip Z SCALE 1/2" = 1'-0" Verify house slab height in field IIII IIII - IIIIIIII-IIII-I I I I- =1 I = I v III 30''x30'IxIC concrete IIII IIII column footing with 4 —) —� I 45 bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark SI Description �9 14"W x 4"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS `;9 1211W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS a 30" x O" x IC"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY ?FT 8"W x "D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS With With x C bat Garage b a MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB e 0'-0" 4" concrete slab with Fiber sh OR 4"x6" #10/10 WWM on 10 mil Isqueen over clean compacted termite tr ted fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1[0" #5 bar Vert. w/ 30" overlap at each Filled cell SEE TYPICAL 4"�SECTIONS Ad�uat curb height baaed on gar. floor 4" concrete slab with fibermes OR slope. L"xC #10/10 WWM on 10 and Vis een over #5 bar in curb clean compacted termite treatt d fill OIL II— 14"w x 14"d concrete monolithic footing with (2) #5 re cont. 14" / GARAGE CURB DETAIL SCALE 1/2" = 2" x C' PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secur to wood jamb per manufacturer's pr uct approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N �- cJ IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND M DEL. 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. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location El 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 Fllled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax ; (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 3499(s #AAC0000.32 H.B. 8'-loin" 12" 12" x 12" concrete column bl ck filled with concrete and (2) #-1 bars Jeert. tied 10'-0"1 7 1 Into lintel$ above _ \ FT I G10i 13BIl I I00 ---- -I- ° F fRiMaldc elil lundder FI I O gledderadbmve I o OD W I 24" Oi FI Rear Porch Slab to p 1L I ba poured separately r J from House Slab. I I � I 0) I Thicken footing to ~ 24"w x 14"d x 24"L I 15' -3" C under filled cell ( a under girder bearing. ° Q Q ° ° ° ° =- - ° O FI FI � I Rear Patio/Slab to be Flush with bottom of sliding door recess. Slope I" I O II I I �/ Ir o (� I I° I I I I� 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 1 I° o I DRYER ASHER I I° iF- I I` I O O II I� I FI � I I I OI o t I O �I-- U DW 11 I I °I to I 4" concrete slab with flbermesh OR I 6"x6' #10/10 WWM on 4 and Visqueen over clean compacted termite treated fill I MICROWAVE REF. NON -VENT CL F :+ i r PIR Q. OPEN aa O H.BW I . r--- ---co— AiC I I 4.15" Step I 3.25e Step 1 I 3.25" Step �\ii w I I I� I col I W I I Idyl W I I F I I __ I I I I I �d.5, CD I ° I LO fb F5 I I FI lx I I 0 Co 10 Recess for Garage Door l O° d)FnT OO° b 1 e ° I Ln I I w to I 13'-OII I o I 13'-O" I ° b- ° I FS I a I _ F5 I O L--------- —JO —--= ---- — O 1.5" recess ° — ° 1.5 recess in 2'-8" 9'-O" 2'-8 L'-4" 2'-8„ 9'-0, 2'-8" I 10 I FI I I W(4nne BulldlI Corp. MODEL TH 11�4JESTIC REAR 8 OCTAVIO PORCH Spanish Lakes RIGHT St. Lucie County Florida Date Drawn Revisions 5-25-18 Drawn by: C.C.U. Checked by: D.R.B. CV 0 I 0 Sheet 2), OF 5 Comm # 8-13Wq PAI ♦�'.si� 2VA� Ke Area Ede Field Fastener f'r asure Zone I 6" 6" 8d ring shank 45 psf Zone 2 8d rin shank "IG of Zone 3 Sd ring shank 84 oaf ** Zone 3a #8 wood screw 112.5 psf Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Filled cell steel into continuous beam block steel. Provide #5 bar set in pre -cast ROOF h L �4 N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls For it. - O h 1'- O I Provide Cast -Crete +w 1N 8U8-OB/OT precast `- - -'-- --^�`- lintel set in mortar, _ A _ Min. 8" Bearing --- Verify with Plan Concrete 12 "x 12" Lintel Column Block Rebar Rebar 48 Bar Dia. Mln. Overlap Column to Lint&l �4ttachment SEA>-1 SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook Vert. bar over top bar with 4 5 90a in bar with a 10" min. lap at top bar. NTS Provide PT Buck attached per jamb etmis into filled ci 4" Pre -cast Sill ver angs at un ass — Roof pitch at gal unless otherwise noted on this shut otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Q to construction for layout and uplift verification Poured Filled C°II _ Contractor to provide for Form Board Survey and to provide i III Form Board Survey to Truss Company prior to truss constructio Provide #5 b s with min. 48 bar diameters ova lap m Filled cell. Tie Filled cell Ste into continuous SINGLE PLY RE 4R GIRDER TRUSS Poured Ca concrete b Nall 2" x 4" block[6tp to vert. leg of truss with IOd x 11.ES nails at 4" o.c. c Install Simpson MG f into wall usingg N 6/8" dia. threadec rod set min. 12" into wet beam and (22) IOd nails into truss Poured Concrat concrete block i chart Per Specs lax. — U v 5. c J a Concrete An chors Per Manufacturer*An Specs 1=1ush Mounted Shutter Detail TRUSS BLOCKIN DETAIL — AT GIRDER STF APPING AT CENTER BE 4RING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 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 underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin cape 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 Additional Precast Lintel 45 bars Lintel Bar Clear „A" B„ Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,tt3 none 3'-6" 3'-4" 2'-2" 2,#3 none BPB-oB/IT BPS-IB/IT 8P8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2.#3 none #5 bars CLEAN-`✓' -`• •!�jAl• 4'-6" 4'-4" 3'-2" 2,43 none One Row of "H" " Block Above '' "• 5'-4" 5'-2" 4'-0" 2,#3 none Precast Lintel .;., 5'-10" 5'-8" 41-6" 2,44 none `'>' t ;;: i••:;.r; i Additional 6'-6" 61-41, 5'-4" 2,#4 none #5 bars 1'-6" T-O" C-2" 2,#5 none 8PIL-IB/IT BPIL-I6/2T 1'-ID" T'-O" 2,#5 none NOTES: h min, coverage of steel-1.5" 2. min. bearing required a ea. end -a" ` ALL reinforcing steel is grade 40. 3. standard for rmnf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Do Unit Widt Lintel Size Cast -Crete S eciheation Rows o "H" Block Above Bottom steel S'� Top stool silo Max Gravity Load (PLP) Max. Uplift Load (PLP) Max Lateral Load (PLR) L22 2'-2" V-L" 8108-OBAT 1 #5 3069 1549 1024 L31 2'-L 2'-e` 4'-0' BF8-05/I7 1 #5 256I 1343 163 L45 4'4' 5'-10" eF8-OB/I7 I #5 1 1105 909 339 L50 W-O" L'-V BF8-05/I7 1 #5 1 1238 ass 121 LLO 4'-8' T-L" eF8-OBAT 1 #5 1011 121 534 L80 1 8'-0' 9'-4' BP8-IB/2T 1 #5 1 2 #5 152 591 512 L90 9'-0' 10'-L" 8108-I5/2T 1 #6 2 #5 643 530 401 L905 T-O' 10'-L" 8196-I8/2T ONE I #5 2 #5 1633 1183 401 LIDO 10'-0' II'-4" 8P8-IB/2'r 1 #5 2 #5 S82 494 452 LIOOS 10'-0" II'-4" $11" B/2T ONE 1 #5 2 #5 I3LL 1028 452 L120 12'-0" 13'-4' 8P8-IS/2T 1 #6 2 1 #5 1 411 428 324 1.12015 12'-0" 13'-4' 81"'I6-I15/2T ONE 1 $5 2 #5 1 1016 116 324 LI40 14'-O" 15'-4" BF16-I5/27 ONE 1 95 1 2 8s 1290 Log 259 LILO I IL'-O' n'-4" BF8-I5/2T 1 #6 1 2 #5 Soo 192 144 LILOB IL'-O'I IT-4" 8FIL-IB/2T I ONE I #5 2 #5 also Soo i94 - 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) 10d x 1 1/2" nails l 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip ; Edge t Fascia 2" x L" Sub -Fascia Kaycan full o vent vingl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/8" din. head per product approval - see chart sheet 41 One row of beam block filled with concrete and (U #5 bar cont. over 8" precast lintel — filled with concrete and (l) #5 bar cont. be Step per Slope Del Aluminum Drip Edge il Fascia lash and Counter lash ail ledger to _ gable end truss with (2) IOd nails at each web thick stucco on 3/a" hi-ilb lath :had to horizontal and vertical wood ig with nails or staples to provide as than 1-3/4" penetretioo{h� into rntal wood framing and 3/4" penetr vertical wood framing members I" thick light textured :co on typical concrete :k construction bar vert. w/ overlap each filled cell ar Patio/Slab to rah with bottom of--\ rig door recess. ndation plan --� T4plcal S�ctlon at P'ron Wood Base Aluminum Panel Sizes per manufacturer — See Tuwcal Stud Detail 1/8' x 3/32" Wing Nut w/ appropriate washer end spacing ro per manufacturer's Details \ m Stud Detail Stud e/ Die Cast Zinc nee Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bot of top chords using (2 nails at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL shop drawings by manufacturer ) to N � X O m N a n O _= N N to u d O UJ E NUN L � r "\R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cone. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont, for bottom row over openings 1/2" dr wall over I" x furringg strips a IC' o.c. with R4.1 fi-Foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. Mortar to be Type M" only proportioned_per FBC RLOI.1 and Mortar �rnnts shall comply wtth FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR "XV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill .Ili � FI Porch Scale : 1/2" = 1'-0" Braden It Braden AIA, FA Architect — Planners 41l S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (1-12) 281-8283 E—mail: bradenaiaecomcast.net Stuart. FL 3499L #AAC000032 0 Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment ( 24" o.c.) supporting 1810 lbs. up If t Ma HETA 20 /into beam (22) IOd truss lea either wet nails into Der detail set or in epoxy with truss. Add blocking to on this sheet Ilk - \ VAA MOMS Arai. ForeA FE I PAA WAA PAP PAPA E FAAFAA MWEA 111111 FAA FAIWAAMA I I IWAA NWAWAA r 0 11M WAA W IN A FAOA 0 C/ Simpson HETA 20 Provide For gutter Provide downspout hurricane anchor at each truss ( 24" O.c.) supporting Max. 1810 lbs. uplift Wynne Building Corp. MODEL THE N1�4JESTIC REAR 8 OCTAVIO PORCH Spanish Lakes RIGHT St. Lucie County Florida Date Drawn 5-25-18 Drawn by: C.c.u. Checked by: D.R.B. H I A\ 1 V Revisions rD N L aJ X O L � rn ty lb c 44 L 4 AM C L N = L N 0)Ala U O E_ � O _ N U N L � 7 L O LU u[ w IX O i U 0 EL 2 Provide downspout Sheet I Comm # _ 118-134 PANEL "A" Poles BR Load Wee Description circ# circ# Description Wirt 2 40 1.0 kw #8 A/C camp I 2 AHU #lo 4 %3o 2 30 4.5 kw #lo 40 gal. water HTR 5 L Ran a ttL 1 20 1.8 kw tt12 Pump 9 10 Dr er #10 .w 30 11 12 1 20 1.5 kw 412 13 14 Dishwasher 312 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 #12 Kitchen S.A.C. 11 is Recepts 412 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw 412 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 20 1.4 kw tt12 25 2G Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 I I i5 #14 General Lighting 29 30 Recepts 412 20 I I is #14 General Lighting 31 32 Recepts $12 20 I 1 is 414 General Lighting 33 34 Exterior GFCI #12 20 I 15 #14 Genarel Lighting 35 3G Bathroom GFI #12 20 I 1 20 412 smoke Detectors 31 38 General Lighting #14 15 I 20 412 Bathroom GFI 39 40 General Lighting #14 15 I spare q1 92 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance C,ircuit(s) Range Refrigerator„ .,... Microwave _ .. _ ... _ Dish Washer Clothes Washer Clothes Dryer Water Heater Water Pump .... Garage Door Opener 1135 3 5,205 2 1,500 3 000 12,000 1,200 1 12,000 1 1,200 1 1,500 1,500 1 1,200 1,200 1 1200 1200 1 5,000 5,00 1 4.500 4 500 1,800 1 1,800 I 810 810 Total Watts 31,415 First 10000 Watts e100% I 10,000 10 000 Remainder 21,415 940% 1 O 10,946 Electric Heat or A/C 10,000 545% I 10,000 10,000 Calculated Load Watts 30,944 - Volta e 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Ampe Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light S, Double Pole Switch X Eyeball Recessed e Push Button Switch _fT Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Well Mounted Light Waterproof, ground fault interrupterK Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-ml Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector N Ceiling fan © Television Jack OTelephone Jack A oec A/C Disconnect CEOI x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up ❑I Intercom = JUNCTION BOX TO SUPPORT A FAN A/C disc. O = THERMOSTAT LOCATION B/A = Balanced Air 50 tt2/0 Aluminum feed Electric Notes: 1'ie'Conduit PAAMNEPL Vent thru Soffit SEE MANUAL ' J" and Energy Calculation for Unit info A/C #I 143 CFM IOXIOxl MASTER BEDROOM 143 CFM IOXIOxl 12xl2x10 8/A r - 1 I` L `J 10 CFM ® 8x4xw� CLOSET PATIO/SLAB 12x12x10 B/A 9-1 ` 1 � `J i 159 CFM IOXIOXI 8x4x4 0 51 CFM - DRYER ASHER LAUNDRY 1 CFM 8x4x4 j IB CFM 8x4x4 12x12x9 B/A `J 12xl2x9 •l / B/A �-��- L - J 151 CFM 12x4x1 SECOND C BEDROOM 150 Amp Panel GARAGE I. Use copper were ono aluminum. Alall detectors. 2. Provide and wire required smoke M TE 3. Contractor to verify location of electrical service and provider. AHU 4. ALL paddle fans shall be on a rheostat. 2" PVC ( FPL) � 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. 2" ri id service FPL Bare #6 coprr� ,wlm slab ea #s cant. 9. A/C Return Air Balance Must comply w/ FBC RMI602 10. A/C Refr1,Q,erant lines that are run thru slabs must be sleeved in FVC /� ELECTRICAL RISER ALL A/C Equipment shall comply with energy calculation - 12. 12. All work shall be performed by a licensed electrical - Contractor shall use AL-CU Landing lugs. NTS contractor, the completed system shall be fullp operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permi ts, testingg, and manufacturers recommendations which inspections including blower testing where require shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid 19, The electrical system shall be completely and effectively interference with the progress of construction. grounded as required by the latest edition of the N.E.C. 15. All required insurance shall be provided for protection against the public liability and property damage for the 20, All material shall be new and shall bear underwriters' duration of the work. labels where applicable. l6. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21, All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the Job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. I1. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23, All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. 18. proper working order. All work shall be done in accordance with the N.E.C. and 24• All exposed wire below T-l" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RM1502 and telephone company. r-----------------1 I I I I I I I I 1 I I I I I I I I I I I I I I I PORCH 159 CFM IOXIOxl I GREATI ROOM I I I I I I 159 CFM IOXIOx1 12" I I DINING II I I ROOM I I Mao - - I - - - - - - - PAN CA! I p p I DW KITCHEN I 14" I 91 CFM I IOXIOXG I I 2040X14 MICROWAVE REF. NON -VENT r.� Al I . * _ 1 38" CLEAR O OPENING L - - - - J I I II I I \uWl IT > r n I 22" x 54' OI Attic Access S �p I with light I L J Q <[ - - I LR'!-J �c4CFM V8 GARAGE r-----------------1 I I I I I I I I I I I I I I I I I I I I I I I I MECHANIC/4L L,4YOUT O= THERMOSTAT LOCATION SCALE: 1/4" = 1'-0" CV WP GFCI Install owlet under dice. N not shown for r clarity Il U Q A/C �I MASTER BEDROOM Opt. PATIO/SLAB PORCH �GFC1 � O 1 1 1 1 \ I - - - - - - - i �S kv M cn cJ / i1 C� I CLO SE I IGFCI I DRYER AW SHERf I LAUNDRY V� II SECOND BEDROOM / I / a OPTIONAL PANEL 1�- LOCATION T m 150 Amp / Panel / GFCI GARAGE / GFC / i GFCI / r---------- ---- - � Garage Door 1 1 Opener I I I I I I I 1 I 1 I I I I 1 GREAT Fp / / i i i i ROOM DINING ROOM / / CAD PANTRl 1 -Trw- 07 4 FCI KiITC.� ENII i I �4k MICROWAVE NON -VENT GFCI q11 FC1 !2'1" vcAttic Aoceu with lght\---GARAGE \ GFCI r71 / to caner r-------�--------1 / I Garage / I Door / I Opener I I / I I / I I I I / I I I I to garage lights I I ELEC7FIC/4L FL/4N SCALE: 1/4 = 1'-0" Attic Venting CalcUlatlonS EBC 2309.7 Total Attic Space = 2,487 sq. ft. Venting Ratio 1/150 = IL58 sq. ft. required Provide A Continuous Vented Soffit Braden it Braden AIA, PA kkwne Building Corp. MODEL Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart_ FL 3499L #AAC000032 THE 1IAJESTIC PEAR PORCH 8 OCTAVIO Spanish Lakes PIGHT St. Lucie County Florida . a vo E wJ >y � V Post Light with pow Photo cell Center Post Light between driveways w w E> o� w u= Date Drawn Revisions 5-25-18 Drawn by: C.C.U. Checked by: D.R.B. -r- Wire For Front Post Light WP GFCI Sheet OF 5 Comm # 18-13,4 ik=LIFE SAFETY WARNING his symbol identifies life Safety Warnings that should be read even special attention by all persons installing trusses. SPAGIN..,%. NOTE 'E SET -F I TRUSSES FOR THE FIRST MODEL SHOULD 3E SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH � A A DO not stand On trusses until the are braced per BCSI & properl nailed t0 strn III & hen era n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI MULTIPLE PLY TRUSSES MUST BE -ASTENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. 30' Span or less 30' to 60' Span ` J Spreader Bar - --_-_ tT0 9 4—Appro. 2/3 tom Line 1/2 of Span REFER TO BCSI Truss must be set this way if crane used. This is an example, truss may not match. „ Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. A AIR I--tA"F=>I_IE=F2 "OTC UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. '¢ .. ... aa� A8o ;ORNER DETAIL :'.N ORCLARIry Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. russ INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'1 ABOVE FINISHED FLOOR EAT PLATES BY CHAMBERS upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 1/ a o0 2.00 $a — 8{ 1, upset=1f4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT Y Y p 9 F 15'-3" ✓ 1 15'-3' �t I / C o PORCH RIGHT I I I I I I i' CLOUZSED AREAS ARE OF / SPECIAL CONCERN & v1UST BE CHECKED CAREFULLY 3e MAY t INDICATE DEVIATION FROM--�� LANS.^^�_ z I I i I I , I c.." ..... I PORCH LEFT I FABRICATION ACRE E i>zirosescAru�loTtiaaAfrreotrNrA,tee I � � � deeo'bflan d,i" poPalyttt"ra tl" atwea� � i j'1111111 rdz+riAld.naW:an�h 1*oyrnpgtteMicr aapw'eja,III, eel mad�awrli"in�e' '' deya' cis by rtW 10 Tnw MNn a W H Q 19 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT oam"1hWWWh7biY-wgeabge1'i�pe%��" - A$5DperhourMtxrovttb,smayWoha7edbyt lsnasn s!s'mads1 4 r Pcn" pE � a ca.,le.a-Thae d Na aan agreed ts a r n ! ptke. fewke wa be made on delvary atld po,d tdtlil r kw abltotw rn. uNa n�" aPa . b tame lama ., d M n, "txrnleWEta h avaddPsY f7w bom.Tpas raaaombk se added fast gum not pddwICin 6ma allay mods. t-7Q x pxmaph issi nlidetetlan d Clamber Tnaril"a Weaned 10 atlama hnibu Ity eueonrlaa paymas wl>an aoedl for tlYs maaW pb laq Irtw by,ay �y raoehF Y ma0eldl and say nd al ed awe" pay etch • metro se.. tl a aaa ti payment fa'a' it dWW a«I� by the rstar wAde b a�01 C01caneip ei1s ig'e°n d" cam tanhl"d haou,der Is Casa. Ro d".yl. ra us foray audt talon we barman P"do'�se"eton tCA4-2002"" Wood Talaw btu one MY btmu mtrat be fastened topeUter Pei �8i�lrrpof Y am set: tapers to do so can reiultIn rocoltaprEo. Tanpomry and Pernwmnt am MWmd and can am Ufa and properly and ben nieponeibli ty of on terse erector: Study the contents of�p � ontnp included on delivery Ill.eeernustbesetwdbraeedp„d b adtirups� Tnnaes must be set plumb and square Do notset bunks or stack of - 'oglar cdriCent rsial bads on tnn 'r:°� m.-- n arty • UUNVTSET TRUSSES USING THIS LAYOUT USE LAYOUT DELNEND YYrllt TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue FortPlerce; Florida 34982.6423 800.651-5932 Fort Plates 7124115-2012 Fax ft4e i-8711 Vero Beach M469 4012 am.. rueupGpQTt1uft g� 2 , ur-t. ,-'77 . Arti tect'a or Architect'; representative's shop drawing approval Is NOT a "double chock" of the contractor. The contractor shall remain responsible for ehecklng field messurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their r¢v�; li locati list . Approved p t✓ r 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 1&I Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11WA Scale: 1/4 = 1' 80 total trusses,19 different trusses. MI 4: RLC ACAD: RLC Reviewed By- Date:07/29/14 Revised:OW7118 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' ROYAL W/2 CAR GARAGE 75175 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11364 F DC foul O S