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HomeMy WebLinkAboutConstruction Plans12' H Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE 4 12 O. COVERED PORCH 5/8" thick light textured stucco on typical concrete block construction ---------------------------------------- --------- - L ---- L--- ;� ------------- 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION 12 4 1 SLOPE us.� LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant Uri caps and mth i 3rr-rlfg shank Walla spaced 6 fastened at all laps and two staggered rows 12" o.c. In eld. Attach deck to trusses using attachment detail on this sheet -------------- thick light textured stucco on typical concrete block construction Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors. Sliding Doors. Tmdows & Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Glass Attachment method JEST Lx zpiret Date Design Pressure ig of Approved Tests 1,2,3 t4 FLU 11499.2 Single Hun 9 9 Series 185 MI Windows and doors ip. x 3 gpcone uWI mlrp7 pen retLon at max E. oath corner and 6 o.c. thereafter through T Buck into solid filled CMU well maintaining min 2.5" edge distance m s[nct adherence to the prod=t approval. ± 60 psf A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max width Ili'-0" max height DAB rate z &' 5TF 5xK to concrete black with i e .11 rat Da5 bqr Vert. using 3/8' x 6' Hilti HLC Weave anthers at 8' o.c. th 1.15 die. washers with min. 4" edge distance. Install track to auck Ole z 15/8" roll thread lag straws in each bracket maxeaming wn of I.5" edge distance - GC to strictly adhere to product approval rmnde 1/I4' pwalinut washer an railer shafts. 10-9-21 + 50.0/-60.0 psf B FLU 16614.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Sec, 1/4" die. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jambs. � + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 MI Windows and doors q� W r7� pp om each corner and �p oae all da Dle row ChereaPtar"rEhrough max. FT Suck into solid filledthe Cwait maintaining ram 2.5` edge dietence m MU strict adherence to r xluct approval. + 48.2 FSF Product NOA/FL NUMBER Model If Manufacturer Attachment Method Exxpppiration Date Design Pressure of Approved Teats Mullions FLU 15353.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 114' x 2 3/4" tapcone with min 1 114" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + II8.9 PSF _ Roof FLU 11651.12 SV Crimp Metal Roofing Gulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D Itype 2) 30 ib felt underlayment installed with min. 4' side laps and b" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 0.12" 31' wood screws to eta achnk nails with truss. Install soffit diato battens using +55.0/-35.0 PSF Hurricane 24 Gauge Global Protection FI# 15016.2 Products LLC Panels Storm Panels Install using 1/2" die, solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record Gulf Coast Supply and MFG 5v Crimp Metal roofing i=L #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max slaacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPPY ue 12":-_ Finish Columns with 5/8" thick cut coral COVERED flnished stucco bands PORCH i ASK n'-n^ - P's.le{..wrl Pln ue 5/8" thick x 8"w cut coral finished stucco bands 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IC o.c. base -board 11 11 / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non-Bedrinq Partition nts 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION om 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPS 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. '� ICI Jai' (mil li�i i[Di ICI 1 - - - j'7itmc 2'-2° \ 5/8" thick x 8% cut FRONT ELEVATION coral finished stucco bands SCALE: 1/4" No 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING )CCURS BETWEEN THE BUYER AND WYNNE BUILDING CORF AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is. Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: ll'-p" Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 SubJectabihtg to damage from: Weathering: Negligible Termites: Ver9 Heavu Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.L = O.l2L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.(.WL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.L psf Roof Zone: 2. +20,4/-51.0 psf Roof Zone: 3. +20.L/-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/-40.3per Shear Wails Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3'11 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __1_5_ psf FLOOR DEAD LOAD: lO psf JOB ADDRESS: �Q-C\-) HIP 1TCH = Roof Zone I Walls Zone 4 EM so Roof Zone 2 Walls Zone 5 END ZONE as Corner Zones Roof Zone 3 Braden t Braden AIA, PA wgnne Building Corp. MODEL: Date, Drawn : Revisions Sheet Comm 4 Architects - Planners 411 S.E. Coconut Avenue BFax THE R O Y A L S GARAGE LEFT 9-11 Drawn by: i 2_ 1 O O Tel : (1-12) 281-8258 C.C.U. I : (112) 2 ®1-8283 Spanish Lakes Chocked by: E-mail: bradenaia comcast. net St. Lucie County Florida D.R.B. OF 5 Stuart. FL 34994 UAAC000032 35'-0" FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" AREA CALCULATIIJNS I. Contractor to verify ALL notes and dimensions prior to N.T.S. 36" high by 4" diameter Living A/C = 1-120 sq. ft- proceeding With work. steel crash post. Floor Flange with 4 - 3/8" Back Porch Total = 210 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into Garage = 317 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) Entry = 28 sq. ft. 4. a minimum 1,400 P.S.I. fiber stress. No dissimilar metals to touch. Total Under Roof= 2215 sq. ft. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. h" ALL Concrete used for vertical filled cells, cont. tie beams etc., to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 2 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13_ Separation between residence and garage shall be per FBC R302.L 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W� = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 17. All exposed attic insulation materials installed on attic floors shall have a critical radlant 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. R31L - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3L, C19, C415, C514, C630, C931 C4L0, C1002, CIo471,C1117, CII18, C1218, C1395, or C13% and shall be installed d f II (FBC R-io2 5) ,2" IOtal C.UL)IC Ft - 13,i6C7 2" VTR %" JL v Attach buck to block wall with I I 1/4" dia. Elco conc screws with min. I 1 1/4" penetration at 12" o.c. max I and 4" max from each corner thru Exterior face 2" x 6" PT Buck 21' VTR of wall / /I J� ames ( I Master I r I Lay. I 98 Wood screws thru jamb intjBbadk 1 at each hinge and 15" o.c. max and'q. Detail at Door prior to door attachment Lay. 1 4" 1 2" VTR NTS W.C. JIL INSTALL VULKEM BLOCK SEALANT a" 1 I ON ALL JAMB, HEADER, AND I 2" SILL BLOCK PRIOR TO BUCK Shwr. S" I INSTALLATION Kit. Sint: I Install windows thru buck Into Kitchen I 2" block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max I thereafter at jai and 20" o.c. max. Lev. Exterior face at head and siper product approval of wall Buck to be I" x 4" PT Varies 3" W.C. actor In to g the o owing: g" 3. Masonry Beam I" x 6" P.T. Buck Walled to Dr ons for Spacing Installation of drgwall Into Maximum Nails Screws wood framing members 2 x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or Sal cooler nail /2 OR Walls Either 16" 8' 161, 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR G psum board nail 0.086" dia. x s 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 15/I lloong with 19/64" head O 0.098" diameter x 1 3/8' long annular -ringed or 6d cooler nail OR Walls Either 1C all 16" 0.092" dia. x 1 7/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru AIOS.L, A108.1, A118.1, A118.3, A13L.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor 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 accompanyin smoke developed index not to exceed 450 When tested in accordance with ASTM E 84 Insulation shall comply with F.B.C. R31L, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 24 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" O.C. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 1 1/2" nails ( 24" o.c.) supporting Max. lelo bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinill soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet III 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap — at each filled cell Grade 12 4F_ am Wood Base TYFIC,AL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish Two rows of beam block filled with concrete -and (1) US bar cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drywall over I" x furrin strips at 16" o.c. with R4.1 Pi -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R60-IJ and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc-) Fill cell with concrete and (1) #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 CxC UIOAO WWM on 6 mil Visqueen over / clean compacted termite treated fill 14" x 14" Concrete footing with ('P) 45 bars cont. and #5 trans,/arse bars at 48" o.c. Scale : 1/2" = 1'-0" tom Sllding Door At Masonry Wall Bath #2 N 1"x4" P_T. Buck nailed to 3" lock with case hardened Halls D e t all a t w Irld OW S prior to window attachment NTSPLUMBING Install SGD thru buck into block with 3/14" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." oi max thereafter at head per product approval Use 3/19" tap -con with 1 1/2" penetration at 6" oi max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 0 P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door 1 1/2„ Sill Detall NTS Masonry wall ypical Flooring Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6 o.c. max, from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb wlndow Sch&dule 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru AIOS.L, A108.1, A118.1, A118.3, A13L.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor 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 accompanyin smoke developed index not to exceed 450 When tested in accordance with ASTM E 84 Insulation shall comply with F.B.C. R31L, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 24 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" O.C. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 1 1/2" nails ( 24" o.c.) supporting Max. lelo bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinill soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet III 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap — at each filled cell Grade 12 4F_ am Wood Base TYFIC,AL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish Two rows of beam block filled with concrete -and (1) US bar cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drywall over I" x furrin strips at 16" o.c. with R4.1 Pi -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R60-IJ and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc-) Fill cell with concrete and (1) #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 CxC UIOAO WWM on 6 mil Visqueen over / clean compacted termite treated fill 14" x 14" Concrete footing with ('P) 45 bars cont. and #5 trans,/arse bars at 48" o.c. Scale : 1/2" = 1'-0" tom Sllding Door At Masonry Wall Bath #2 N 1"x4" P_T. Buck nailed to 3" lock with case hardened Halls D e t all a t w Irld OW S prior to window attachment NTSPLUMBING Install SGD thru buck into block with 3/14" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." oi max thereafter at head per product approval Use 3/19" tap -con with 1 1/2" penetration at 6" oi max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 0 P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door 1 1/2„ Sill Detall NTS Masonry wall ypical Flooring Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6 o.c. max, from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb wlndow Sch&dule Mark Size Rou h open. Window Description PRESSURE ZONE 1. 4'-Ska"x V-3%" 54/a"x 63%1" Single Hung ZONE 4 2. 6'-2%"x V-3 %s" 15" x 63 /4" Single Hung ZONE 4 3. 2'-2" x 3'-2h" 21%2"x 385/e" Single Hung ZONE 4 4. 3'-1" x V-3'/e" 38" x 63''A" Single Hung ZONE 4 5. 4'-5%"x 4'-2%" 1 54v,x 54v, Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Descri .tion PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE ,1 B 3'-0" X 6'-8" 41"%4" x 833`4" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" T4" x 81 %2" ;�; ; ;`°" Sliding Glass Door ZONE 4 D T-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %,' E T-0 X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-1 x 6'-8" x I %" Solid Core Wood, Steel, or Masi Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J T-V X C-e" Solid Core - Wood - 6-Panel - BI-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Shur. C.O. �\Tc septic RISER NTS Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiat)comcast.net Stuart. FL 34996 #AAC000032 2l'-O" 10' =0" 3'-10/2" 00 00 031 1 IL0 o a 0 EGRESS 0 ° PORCH o � WIRE LATH t STUCCO I O MASTER CEILING - BEDROOM o 2Um QD 0 ro $'-O" A.F.F. ILE top - Flat Ceding ' ! w ~ern 00 00 00 O O 00 M 12'-8" 4„ o I o a 8'-O" to 9'-8" A.F.F. to be y Vaulted (Ceiling � 34 %2„high I 34 /2 20'I 8" Rod t ShelF Q ®�J G R EIA T 6'-01, 6'-4" m ROOM H.B. J N r I to 0 2" x C knee -wall I rro LOSE I N below counter top I lM I LINEN CABIN Rod t She[ �Wi i ��o� j DINING _ �� I ROOM �+ ° +41" HIGH WALK 8'-0" to 9'-8" A.F.F. Oi ° I Vaulted Ceiling rih 8'-0" A.F.F. ( O Q Flat Ceiling 1-1/2"' VERHANG O O v N - N Upper cabinets to extend over Ref. 12'-6" N 0 NON —VENT THIRD ❑ in - REF ° _ BEDROOM I LE o to r_ _ _ _ _^, , ` Flat Ceiling W Betts Inwlauon rj y N ❑° I 2 x r # I Attic es Attie Access Provide auto I with li Slit vl vi 4„ closer L 4 O - - -e -3,_4„ 4"0 Steel Ballard 0loo See detail on this sheet I! m ISO mp Double Linen Dou le �/ Pan I Hanging D an n 2" GARAGE E BA- „H _� ❑ 8'-4" A F F 1° I I 3a��yhtgo be o H.B. ' ty Flat Ceilingd) O r-----------------I ® Double = I apping_ Hanging a r Block wall in E — O - I garage to be j r t I struck MT block I Q Q a o I O EMENc EG FESS J J " b 4,_q„ 4, S„ i i N-n R Ai -a I I m - " 81, 12'-6„ 1_4LOJI IUIEII00 "a O c.�.u. SECOND zm 2e09 BEDROOM' O ui Flat Ceiling ling cv � � - EGRESS iv 0 0 ° Nil =QE 3'- 4 1 9'-0" 3'-6"1 2' 8" 21 81, 2,_2„ 9,_6„ 2,_2„ 35'-O" r' • : s ro�. Spanish Lakes St. Lucie County Florida MODEL: Date Drawn : Revisions Sheet Comm # 5- 9-11 GARAGE Dawn by: LEFT c-,C.U. Checked by: D.R-g- OF 5 C) 1 I`K� U L. I U F� I"� L_ I N L/ I �__ .---) : . I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL q. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, i 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FiBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO U N D/4T f O N F L/ I N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be Submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verlfication Of all notation and dimensions before starting construction. 3. Soll 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'-11" wide. Provide (2) filled cells On each side Of openings from 6'—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 �0, meeting ASTM A-16 and A-35 speclflcatlons. 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 at each filled cell MEN -,,,SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Ox6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill (I —III III 14"w x 14"d concrete monolithic footing with (2) 45 bars Cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 10" (2) 1*5 bars cont. bottom steel 12" 2)DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) ttl bars vert. tied into lintels above Top of Tooter 14" below finished floor i.. � SCALE 1/2" = I'-O" Verify house slab height in field _111 111 30"x30"xl6" concrete Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE- \ SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W With x 141) Curb at Garage MONOLITHIC FOOTING WITH 2 1*5 BARS CONTINUOUS - CURB 9 0'-0" 4" concrete slab with fibermesh OR 6"xC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1`0" 95 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Oxb" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill Grade X Fl —I I I I— 14% x 14"d concrete monolithic footing with (2) 45 bars cont. 14" F S GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x C PT wood secured with \ 3/8"dia. x C anchor bolt at 18" o.c. overhead door track secured to u)ood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS 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 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 95 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 I5 From Footing To Beam Each. Conc. FIII To Be 3000 PSI See Floor Plan For Location Double Filled ell Column NTS 0 I 0 r- _ry O I c 21'-0" 12" x 12" concrete column block fell with concrete and (2) tt1 bars vert Into lintels above r r ----j FILL y--y--- O--—F4---—J I� -- LZ —L L T FI I Filled cell under girder above FI 2-4 I Rear Porch Slab to be poured separately F4 I f J from House Slab. O � Thicken footing to t 24"w x 14"d x 24"L 1 I under filled cell I a I under girde74" - OO 0 0 OC I -- ----- — — —- @ C 40, Rear Patio/Slab to FI be flush with bottom of 1sliding door recess. 1 Slope 1" I i� I I' I t- I i i I slab with fibermesh OR I 6"x6" 410/10 WWM on 6 mil Visqueen over I C clean compacted termite treated fill I FI I I o I I c F- _,I I� i F- ❑° V O I I o F— I �- I I� �I I� I I I o . IE I j 1 4"i6 Steel Ballard ------� I I 1 See detail on this sheet I I I <_ I L — — 0 II- I I I 4" concrete slab with fibermesh OR I I I 4"xb" #10/10 WWM on L mil Visqueen over I 1 a I O clean compacted termite treated fill Lill, N I I FI — — — 5 rL 00 —001 I ■I to rL FSI❑N I I FS Recess for V O I 1 O L — — — —Garage Door — — — J uo F I 2'-6" 00 1031 InalOD I FI I I I I I �I I I I 0 � r n n 71 O 2._8„ 2,-e„ 2,_2„ q,_6,, 2,_2„ 15'-10" 5'-4" 35'-O" M l N=i n 7o 00 �a� m 0 I 0 0 I 0 r- R00F SHEETING ATTACHMENT 0ETA4 L I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 1*8 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pr sure Zone I 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 4" 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 Verify with Plan aAp ��i'a�10' e96`a.RaA,. Provide tt5 bare with min. 48 bar � O C F L. A N Scale 1/2" = I'-O" Simpson HETA 20 diameters overlap filled cell steel into into beam. Tie continuous Provide #5 bar set in pre -cast lintel into beam where length of g : hurricane anchor at each truss beam block steel. the opening p g calls for it. rr - Overhangs at Ii —O unless Otherwise noted on this Sheet ( 24" O.C.) supporting Max. - Roof pitch at 4:12 unless otherwise noted on this sheet ISIO lbs. uplift HETA 20 Provide Cast- rate -` cSIA �.- - Truss shop drawings to be provided by manufacturer 8U8-O$/in precast lintel set in mortar " � � � -- - - - ._;�_ - Any changes to this plan shall be submitted to the .•, ;,; Min. 8" Bearing _ ..,x --- architect for approval in writing prior to starting construction. Los cool ALL TRUSS TO TRUSS CONNECTIONS BY BI 1 t TRUSS MANUFACTURER BI 131 0 Lu Architect to review Truss Shop Drawings Prior 0 m o G• .:1 I :, Provide PT Buck I "•I to construction for layout and uplift verification N N 1 attached per iamb j stalls into filled cell Poured Filled Cell - Contractor t0 provide for Form Board Survey and to provide Q I i Form Board Survey to Truss Company prior to truss constructio � Ul 4" Pre -cast Bill I P T BI LLO 1 Provide 45 bars diameters overlap with min. 48 bar in filled cell. Tie -` ,i kI filled cell steel into r r.n sisal continuous B1 BI Rebar Rebar 48 Bar Do. Min. Overlap Column to Lintel 4ttachTert NTS DETAIL AT WINDOW OPENING iN CBS WALL Scale: I/2" = I'-O" �j SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" bloi to vert, leg of truss with IOd x 1.5 nails at 4" o.c. c Install Simpson MGT into wall usingg 5/ I' dia. threaded rod act min. 12" into wet beam and (22) IOd nals into truss Poured Conies concrete block u chore Per Specs lax. Alummum Panel Sizes per manufacturer See Tuaical Stud Detail 1/8" x 3/32' Wing Nut w/ appropriate washer and spacing `v per manufacturer's Details c Oc3' A 099" s I 19�5' Stud Detail Stud w/ Die Cast Zinc XTe Nickel Plated Wmg Nut TRUSS BLOCKING DETAIL Concrete Anchors P Manufacturers Specs AT GIRDER STRAPPING AT CENTER BEARING POINT Mush Mounted Shutter Detail nts 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 Tape 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 4116S1.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel tt5 bars Lintel Bar Clear u A n n B �r:i' '•' '%°•�_��` Length Length Span Bars Bars r CLEAR 2'-10" 2'-8" 1'-6" 2 #3 more 1 1 1 3'-4" 2'-2" 2#3 none 81138-OBAT 8F8-IBAT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,93 none • - #S bare - CLEAR `..• _;i+.. <}'-6" '4'-4" 3'-2" 2,43 none >•:'.:r. One Row of "H" 5'-2" 4'-O" 2,43 none Block Above '* Precast Lintel 5'-10" 5'-81, 4'-6" 2 #4 none r�_i::,:''".'.•� r'• ,',1 Additional 6'-4" 5'-4" 2,34 none #5 bare �----� �----� 1-6'.1'-O" 6'-2" 2 #5 none BFIL-IB/IT 8FIL-IB/2T 8'-4" T-10" 1'-0" 2 #5 1 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 reinr, steel=ASTM AGIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or D Unit Width Lintel size Cast -Crete Specification Rows of "H" Block Above a Bottom Steel Size Top Steel $1Z° Max. Grawty Load (PLF) Max. Uplift Load (PLF> Max. Lateral Load (PLF) L22 T-2" V-G" BF8-OB/IT 1 #5 3069 151.9 1024 1_31 2'-6" 2'-8" 3'-1" 4'-O" 8F8-OB/IT I tt5 25GI 13L3 1L3 L45 4'-5" 5'-10" 81=8-OBAT 1 tt5 1 1105 909 339 L50 5'-0. L'-V 8F8-OB/IT I tt5 1238 835 121 L60 L'-8" T-0 8F8-OB/IT 1 #5 1011 121 534 L80 8'-0" 9'-4' 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-0" 10'-L" 8F8-IB/2T 1 #5 2 tt5 1.43 530 401 L90B 9'-O" 10'-L" 8FIL-IB/2T ONE 1 #5 2 tt5 1533 1183 401 LI00 10'-0" II'-4" 8F8-IB/2T 1 #5 2 #5 582 494 1 452 LIOOB 10'-0' ll'-4" BFIL-18/2T ONE 1 #5 2 #5 13L6 1026 452 L120 IT-O" 13'-4" 8F8-IB/2T 1 #5 2 tt5 411 428 324 L120B 12'-0" 13'-4" 8FIL-I5/2T ONE I tt5 2 tt5 1015 110 324 LI40 I4'-O" 15'-4" Slel B/2T ONE 1 #5 2 #5 1250 609 259 LILO IL'-O" 11'-4" 8F8-I13/21' I 1 #5 2 #5 300 192 I M LILOB IL'-O" m'-4" 8FIL-IB/2T ONE I #5 2 tt5 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max.—� 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fascl Kai full o vent viagl soffit installed using 1/8" dra shank x 15" long gals. roofing nails with 3/8" die. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) 41 bare vent. tiej_ ' into lintels above thicken edge to B"x8" with concrete and one 45 bar continuous BEYOND Top of footer 16" below finished floor 4. 12 4 Aluminum Drip Edge $ Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd Its 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 -farm penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members S/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan `r i ���'j�1� �'�rus�ness�mssss�msssarmss�r 1111 Brace Gable and with 2" x 4" SYP #2 Slit back nailed to bottom of top chords using (2) 10d nails at each thins PRE-ENGINEERED WOOD TRU ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) Ni N � X L y L a� R 0 a CL L =t N N U cC aid N o0 aw E - Nm' L N ' \R-30 blown fiberglass in bottom chord or trusses 7a I/2" drywall with smooth finish S Two rows of beam block filled with concrete C ° and (1) #S bar cont. in each row. Substitute "o precast lintel filled with concrete and (1) #5 r (n bar Cont. for bottom row over openings ° O 1/2" drywall over I" x furringg I6" J ' strips at o.c. with R4.1 fl-foil A insulation on typical 8" Block walls _ All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC Mortar FBC RLO1.1 and joints shall comply with R601.2.1, 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 Wood 48" unless otherwise noted Base see foundation plan notes for J spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill L31 BI BI �{ SLOPE L31 \ FI 14" Typical Section at Front Forch Scale : 1/2" = l'—O" Braden it Braden AIA, FA Wynne BUllding Corp. Architects — Planners 411 S.E. Coconut Avenue THE ROYAL E Tel (112) 287-8258 BFax (-172) 281-8283 Spanish Lakes E—marl: bradenaia�comcast. net St. Lucie County Florida Stuart. FL 3,4996 #AAC000032 Gulf Coast Supply a 26 ga. Sv crimp met wood acrews with sell lt tape fastened withco spaced 6" o.c. at all Strap truss to wall using Simpson MGT with 5/8' dfa. threaded rod with min 12" embedment into beam either wet set or in epoxy with / (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet i II �IU: II II II II II MFG 5v Crimp M airing attached t alinTwasher at 12 9er a�Ty�ma IrTTalYei sion resistant tin )s and two stadde LID /AIXTED A W-w rig FL 411651.12 deck using 49 x _I.5" L90B BI L45 N N � X Ew O U M N `` Q 0 d L a N =_C N B O U N o0 U ty C L " 3 Q Q i- 61 L45 -t side laps and f. ens with 1.25" ring shank nails BI 12" o.c. in field. Attach I 22" x b4" I _ Attic Access i" F�_ W i BI L31 light :J �p 48" BI L90B BI L90 (Y HETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift 1� i� I/AI MODEL: Date Drawn Revisions 5-9—iZ GARAGE Drawn bg: LEFT C.C.U. Checked by: D.R.B. SLOPE I� Sheet Comm # " 12-100 OF 5 PANEL "Ail circtt Description Wire Load BR Poles 2 AHU #10 3.5 kw 30 2 4 6 Ran a 46 12.0 kw 50 2 Poles BR Load Wire Description arc# 2 40 1.0 kw #8 A/C comp 1 3 2 30 4.5 kw #10 40 gal. water HTR 5 � 9 8 10 Dr er 1 20 1.8 kw #12 Pump #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 L2 kw 20 1 1 20 1.5 kw #12 Microwave Is 16 Refrigerator 412 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 20 1 I 20 1.5 kw 912 Kitchen S.A.C. 19 20 Recepts #12 20 1 120 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 1 20 1.4 kw $12 25 26 Recepts 412 - 20 1 1 20 1.92 kw 912 21 28 Recepts 912 - 20 1 1 15 #14 General Lighting 29 30 Recepts #12 20 1 1 15 #14 General Lighting 31 1 32 Recepts #12 - 20 I 1 i5 #14 General Lighting 33 34 Exterior GPCI _ #12 20 1 1 IS #14 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 - 15 1 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description aty. I Watts Total(Watts) .General Lighting (3. watts sq. ft) Small A_ppliange. C.ircuit(s)., ........................ Range......................................................... Refrigerator ................................................. Microwave ................... _.....,.......................... Dish Washer Clothes, ,W.ashen............................................. Clothes .Dryer ........................................... .... Water Heater Water Pump ................ ..... ........................... C:arage.Door.Opener........................................ 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 1 5,000 5,000 1 4,500 4,5oo 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21,415 840% 1 O 10,966 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,966 Volta e 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend 'j Single Pole Switch ® 1 Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle o- Wall Mounted Light w=49 i Waterproof, ground fault interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-M-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac [E�!] Electrical Meter ® Smoke Detector IV Ceiling ran Qv Television Jack ® Telephone Jack AC Disc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up ❑i Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: 139 CFM IOxIOx"T MASTER BEDROK)M 139 CFM IOxIOx' I B/A IB2/ 2Ax10 FM 9 143 CFM IOxlOxi PORCH I I I Center Rigisters on telling ran I I I GzREIA ROO Vent thru 32 CFM I I � Soffit-- � ° KITCHE�1 12 u L--------- 144 CFM F12xbx1 / 18 19_ -- --rQ A 22" x 5.4 iC I Attic Access with light L - - - - - 4"0 Steel Ballard ------ See detail on this sheet SEE MANUAL "J" and Energy Calculation for Unit info A/C 150 31:2/0 Aluminum feed AMP I i%' Condwt �� PANEL 150 Amp Panel GARAGE r----------------- ) I I I I I I I I I I I I I I I I I I I I I I I I I. Use copper wire only, no aluminum_ detectors. 2. Provide and wire all required smoke 3. Contractor to verify location of electrical M rE service and provider. AHu 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI rotected. 2" PVC ( FPL?--� L. 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 9. Kitchen, Bathrooms, and Garage. A/C Return Air Balance Must comply w/ FBC RM1602 2' rigid service FPL Be G5 #cant�pebaWi a slab 10. A/C eran Refri t lines that are run thru slabs must be AVC sleeved in ELECTRICAL RISER 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical - Contractor shall use AL-CU Landing lugs. NTS contractor, the completed system shall be full operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, tea ing and manufacturers recommendations which shall be verified to construction inspections including blower testing where required. prior 14. All work shall be coordinated with other trades to avoid 1q. The electrical s stem shall be tom lets! and effective! g p g g 15. interference with the progress of construction. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E.C. against the public liabilitg and propertg damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears 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 gear 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 mag have been damaged. or as selected bg others. 11. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install 23. All racewags 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 necessarg for the equipment to be placed in largest conduit or pipe from ang 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 iltilltg 25, Drger Vents to be installed per FBC RM1502 and telephone companu. - -4 16° 41A 12x12x8 B/A I � I 111L�;1 II II 2dg20 I I I10A1 I I I I 1 F ; 12x12x9 B/A 163 CFM IOxlOxl DiNING ROOM THIRD BEDROOM 13/CFM x4x4 84 CFM loxbx6 1190 215 CFM 12x6x1 SECOND BEDROOM vv �v --- MASTER �\\ BEDROOM UP GPCI {} TV TV / N � I\ PORCH \ - - \ I \ I _---- GREIAT ROOM O I Smoke / Carbon I Monoxide Detector Combo GFCI c� I CIE/ I CLOSE I l�I Exhaust Duct I I Thru Soffrt GFcI _ I I GFCI i I DINING l I' ROOM ® GFCI GFCl/ \ GF I \ \ 50 CFM tr ° \ AN / I J \I / IT 14N Duct Exhaust[ Thru4" - Wall WP GFCI40 Install oulett ` THIRD under disc. \ BEDROOM not shown or N r.Pr � clarity C _ r I Im U = 2 x 54 / #1 file Access 1 with light / \ L - - - -- I \ W I _ \ 4"0 Steel Ballard \ See detail on this sheet 1 Pull chain I L \ \ light in atticPD / s Quit - - \ ( I S ent thru 150 Amp \ OPTIONAL PANEL Pa\ \LOCATION / I 42"h GFCI � I Smoke / Cerban (( Monoxde Detector \G, A R A Grt E � i � Combo under AHU GaragO / I I 11©s T oc 0000r \ II Opener \ P o r-----------------1 S i I to caner \\ SEC�-ON-D- - / BEDRROOM / / I ELECTRfCAL FL,4\ TY SCALE: 1/4" = 1'-011 I1ECHANfCAL LAYOUT O= THERMOSTAT LOCATION SCALE: 1/,4" 1'- 0 11 Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 28-1-8258 Fax : (172) 231-8283 E-mail: bradenaias'comcast.net Stuart. FL 349% #AAC000032. 2309.11 Total Attic Space = 248i sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit WUnne Building Corp. THE ROYALS Spanish Lakes St. Lucie Countg Florida vo �-A � V a� x oW or= Post Light with cv Q) `m Photo cell � E> 0 �� MODEL: Date Drawn Revisions 5-9-11 GARAGE brawn bg: LEFT Checked bg: ID. R.B_ WP M Exhaust Duct Thru Soffit F Wire For Front float Light :enter Post Light on his corner i1 9 )110i, Sheet OF 5 I .E Comm 9 2-100