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HomeMy WebLinkAboutRevision - plans12 4 1 SLOPE 2" O.H. Finish Columns with COVERED 5/8" thick cut coral PORCH finished stucco bands 5 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supply andMFG 5v Crimp Metal roofing FL 411651.12 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 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 staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION .H. EGRES O ® 5/8" thick light textured stucco on typical concrete Ls block construction Gulf Coast Supply and MFG 5v Cnmp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o. in field. Attach deck to trusses using attachment detail on this sheet C 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVA 1 ION SCALE: I/4" = I'—O" ■ ATTACHMENTS MOTES: C 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVA 1 ION SCALE: I/4" = I'—O" ELEVATION ATTACHMENTS MOTES: ARE THE RESNNSIBI OF THE — Overhangs at 1'—C" unless otherwise noted on Roof Plan MANUFACTURES LABIL — Roof pitch at 4:12 unless otherwise noted MPLVWCE Gulf Coast Supply MFG 5v Crimp Metal FL 411651.12 — Any changes to this plan Shall be submitted t0 the architect and roofing deck #9 1.5" TERMITE TRE A MENT REQUIRED . nts Roof Zone: 3. +20.4/-84.0 psf 26 ga. 5v crimp metal roofing attached to plywood using x wood screws with self sealing washer at 12" o.c. max spacing over ASTM D f or approval I n writing r1ting prior to starting eonstrUCtlon. id 2) 30 Ib felt underlayment installed with min. 4' side laps and L" en laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL Stucco Bands Into UJ1ndow or Door. daced L"ro.c.sat all laps and two staggered rows 12" o. field. Attach eckto O.C. using attachment detail on this sheet Architects — Planners Continuous Load Path Provided? es RIGHT ELEVATION u� thick light textured 770 stucco on typical concrete block construction SCALE: 1/4" = 1'-0" 12 SLOPE 14 12 LOPE 14 SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self seaing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 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 � T�B r� File Co PY 2" I .1 i ESE PLANS AND ALL 'ROPOSED WORK ARE SUBJECT TO A CORRECTIONS EQUIRED BY FIELD I PECTORS THAT s 'MAY BH NECESSAR 1N ORDER TO. G'OMPLY lNTTH ALL wP LICABLE CODES.? ST. LtTCT r 1lryVllcl\ DACE " pI4N9 'L OR n0 L 5 q Trr iii -o' DIVISION 9fUST $ E KEPT ON J0 -- WILL 81 1'AAJt'E, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 Ib Felt using ad nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 1,4 IN 2"2" EGRESS O. O o ®� — — — — — — — — — — — — — —O'—O" = Finished Floor 5/8" thick x 8"w 2--2" cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at I6" o.c. base—board ONCIALED FASTENERS ATTACHMENTS Building Design is: Enclosed Risk Categorgg: II Wind Velocity: 145 mph ultimate Mean Roof Height: Roof ARE THE RESNNSIBI OF THE CONTRACTOR OF CORD OR MANUFACTURES LABIL FS SHOWING IU FACTORS AND SHGC MPLVWCE WITH FBC ENERGY CO E MUST REMAIN ON ALL DOORS AP D WINDOWS UNTIL INSPECTIONS ARE WPROVED TERMITE TRE A MENT REQUIRED . 2" I .1 i ESE PLANS AND ALL 'ROPOSED WORK ARE SUBJECT TO A CORRECTIONS EQUIRED BY FIELD I PECTORS THAT s 'MAY BH NECESSAR 1N ORDER TO. G'OMPLY lNTTH ALL wP LICABLE CODES.? ST. LtTCT r 1lryVllcl\ DACE " pI4N9 'L OR n0 L 5 q Trr iii -o' DIVISION 9fUST $ E KEPT ON J0 -- WILL 81 1'AAJt'E, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 Ib Felt using ad nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 1,4 IN 2"2" EGRESS O. O o ®� — — — — — — — — — — — — — —O'—O" = Finished Floor 5/8" thick x 8"w 2--2" cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at I6" o.c. base—board 2" x 4" P.T. bottom plate Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorgg: II Wind Velocity: 145 mph ultimate Mean Roof Height: Roof r - ll' -9" Pitch: 4:12 Internal Pressure_.oef`itcent: ±0.18 4" concrete slab with fibermesh OR Width of Roof End Zone: 3,_4" Wind Speed: ILS mph ultimate 4"xC #10/10 WWM on 6 mil Visqueen over Wind Exposure Classification: C �a cRaiorfirci� clean compacted termite treated fill nterior bion—Bearlrq Partition Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 psf Roof Zone: 2. +20.4/-51.0 psf nts Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Braden t Braden AIA, PA U tune Bullding Corp. Architects — Planners Continuous Load Path Provided? es 411 S.E. Coconut Avenue THE ROYAL E Tel : (112) 281-8258 Corner Zones APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: Fax : (712) 2887-8283 Spanish Lakes E—mail: bradenala comcast. net St. Lucie County Florida Stuart. FL 34996 #AAC000032 SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorgg: II Wind Velocity: 145 mph ultimate Mean Roof Height: Roof ll' -9" Pitch: 4:12 Internal Pressure_.oef`itcent: ±0.18 Sub,lectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3,_4" Wind Speed: ILS mph ultimate Wind Exposure Classification: C �a cRaiorfirci� Adjustment factor for Exposure Hei ht: g 1.21 x 01= 0.124 ASD design Load Combination ASCE 1-10 Section 2.4 DL+LL: DL+O.4WL; 0.4DL+O.6L0L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf F = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es ® Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yea END ZONE Minimum Soil Bearing Pressure: 2.500 pat. Presumptive: X Bg Test: psi This Building Shall Have the Following:- X Corner Zones APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: '1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: —1-5— pef FLOOR DEAD LOAD: 10 psf JOB ADDRESS: Date Drawn Revisions : 3-1-16 10-18—I6 Product GARAGE Drawn by: Approval Revision RIGHT C.C.U. 4-4-11 Plan Checked by: review revisions D.R.S. Sheet Comm # 1 . 12-101 OF 5 FLOOR FLAN ,H, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = i' -O" I. Contractor to verify ALL notes and dimensions prior t0 36" high by 4" diameter steel crash post. Floor proci lag With Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t SO ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2%' 21/;' S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %' /2" 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 " `3/8" ° 21/2^ 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2% 1. ALL wood In contact with concrete shall be pressure treated, 0 0 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. �2` 12. Lowest finished floor to be set by Governing Building Department G" surveyor to set in field. 13. Separation between residence and garage shall be per FBC 8302.6 1"4. Door between garage and residence shall be 1-3/4"t 20 min, rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. 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. 8314 - see permit Info box of code edition 18. Gyypsum board material shall conform to ASTM C3L, C19, C415, C514, CL30, C931 coil C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be Installed according to the following: (FBC 8102.3.5) x Masonry Beam I" L" P T Buck Waded to Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into ( 24" o.c.) supporting Max. 181016s. 4 28 sq. ft. Spacing Maximum uplift wood framing members (shop drawings by manufacturer) Aluminum Drip of wall14 3. R-30 blown fiberglass Nails Screws 2" x min. thickness 4. Ceiling Perpendicular 24" ill 12" 13ga 1 3/8" long with 19/64" head 4" 1/2" drgwall with smooth finish 2" x L" Sub -Fascia 3 Mark OR 0.098" diameter x 1 1/4" long Two rows of beam block filled with concrete ON ALL JAMB, HEADER, AND 2 1 SILL BLOCK PRIOR TO BUCK Mar. I INSTALLATION Kit. Sink I annular -ringed or 5d cooler nail �2 block with 3/I6" tap -con with , 1 1 1/2" penetration at G" o.c. max. Fiberglass Panel - Inswing lintel filled with concrete and (1) #5 bar cont. for bottom row over openings OR thereafter at embs and 20" o.c. max Walls Either 16" 8' Ili" 0.080" dia. x 1 5/8" long with 3. cries J l_ Direction 1/2" dryywall over I" x furringg 5'-0" X 6'-8" Solid Core - Wood - 6 -Panel - Bi -Fold 15/64" head X-8" x 6'-8' x I s/4" Solid Core Wood, Steel, or Masonite Door strips at 16" o.c. with Ill rrfal Solid Core - Wood - 6 -Panel J OR Solid Core - Wood - 6 -Panel - Bi -Fold Insulation on typical 8" Block walls ALL Exterior doors to Withstand pressures stated in permit Info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction G board nail 0.086" dia. = All drywall to be Installed per FBC 8102.3.1 5/8" thick light textured 1psum x 5/8" with 9/32" head. T Ceiling" Perpendicular 24" T 12" 13ga 1 5/8" bong with 19/64" head Mortar to be Type "M" onlg proportioned per FBC R601.1 block construction OR 0.098" diameter x 1 3/8" long and Mortar Jonta shall comply with FBC RLO1.2.1. T o)LL annular -ringed or 4d cooler nail e 3*5 bar vert. w/ 30" overlap OR at each filled cell 0.092" dia- xx 1 1/8" long with Walls Either 16" 8" 16" Direction 48" unless otherwise noted 1/4" head Wood see foundation plan notes for OR Base spacing at openings Gypsum board nail 0.0915" dia. 4" concrete slab with fibermesh OR o T x 11/8" with 19/64" head. block with case hardened nails prior to door attachment 19. ALL ceramic tele surfaces Installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.I, A118.3, A13ll and A131.1 20. Cement, fiber -cement or glass mat g psum backers In accordance With ASTM C1288, C1325, OR C1118 and Installed I.A.W. manufacturers recommendations shall be used as backer for the Wall tele In tub areas and wall panels In shower areas. 21. Insulation Including facings such as retarders or vapor permeable members Installed within floor -telling assemblies, roof -telling assemblies, wall, crawl spaces and attics shall have a flame spread Index not to exceed 25 with an accompanylrg smoke E 84. developed Index not to exceed 450 when tested in accordance withh RA insulation shall comply With F.B.C. 8316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 a. 5v crimp metal roofing attached to plywood deck using #9 x 1.51' 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" eni laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail s aced t" o.c. at all laps and two staggered rows 12" o.c. in field. Attar dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal Living A/C = 1120 sq. ft. hurricane anchor at each trues with (10) lOd x 1 1/2" nails 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 181016s. 4 28 sq. ft. at 24"o.c. TYPICAL uplift 2. (shop drawings by manufacturer) Aluminum Drip of wall14 3. R-30 blown fiberglass Edge E Fascia L I I ZONE 4 4. Master I in bottom chord of trusses tt8 Wood screws thru uamb intBb4dk I at each hinge end IS" o.c. max all Detail at Door Prior to door attachment Lev. 4'-5%''x 4'-2%;' 4" 1/2" drgwall with smooth finish 2" x L" Sub -Fascia 3 Mark INSTALL VULKEM BLOCK SEALANT Two rows of beam block filled with concrete ON ALL JAMB, HEADER, AND 2 1 SILL BLOCK PRIOR TO BUCK Mar. I INSTALLATION Kit. Sink I and (1) #5 bar cont. In each row. Substitute Kagcan full o vent vinul soffit installed----Arecast block with 3/I6" tap -con with , 1 1 1/2" penetration at G" o.c. max. Fiberglass Panel - Inswing lintel filled with concrete and (1) #5 bar cont. for bottom row over openings using 1/8" die shank x 15" long galv. dia. head thereafter at embs and 20" o.c. max Lev. Exterior face at head and sill per product approval ZONE 4 of wall Buck to be I' x 4' PT roofing nails with 3/8" per product approval - see chart sheet tt1 ` /V \ 3. cries J l_ W.C. 1/2" dryywall over I" x furringg 5'-0" X 6'-8" Solid Core - Wood - 6 -Panel - Bi -Fold G X-8" x 6'-8' x I s/4" Solid Core Wood, Steel, or Masonite Door strips at 16" o.c. with Ill rrfal Solid Core - Wood - 6 -Panel J 2'-6" X L' -e" Solid Core - Wood - 6 -Panel - Bi -Fold Insulation on typical 8" Block walls ALL Exterior doors to Withstand pressures stated in permit Info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction © ° 8'-O" A.F.F. OL = All drywall to be Installed per FBC 8102.3.1 5/8" thick light textured T and shall meet all pertaining ASTM codes. stucco on typical concrete �� ;aqv � Mortar to be Type "M" onlg proportioned per FBC R601.1 block construction and Mortar Jonta shall comply with FBC RLO1.2.1. T o)LL Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) 3*5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell () #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted O Wood see foundation plan notes for © Base spacing at openings 4" concrete slab with fibermesh OR o T L"xL" 410/10 WWM on L mil Visqueen over 8'-0" to 9'-18" A.F.F.OL clean compacted termite treated fill Grade III IIII-III n III I '�.�.,''.��'IIII-IIII-IIII I I 34 )1211 high I - �IiI �,1IIII- IIII IIII - - IIS III III III IIIII�II�III- 1„� j iia - 14" x 1411 Concrete footing 14" with (2) #5 bars cont, and #5 T Y P I CA L SECT ION transverse bars at 48" o.c. Scale : 1/2" = I' -O" N.T.S. AREA CALCULATIONS Living A/C = 1120 sq. ft. Back Porch Total = 210 sq. ft. Garage = 311 sq. ft. Entry = 28 sq. ft. Total Under Roof= 22-15 sq. ft. Bath #2 X Si I"x411 P.T. Buck nailed to 3' Detail a t Windows Plock with case hardened nails C 0 rear o window attachment To Septic t NTSPLUMBING RiSER Install SGD thru buck Into block with 3/16" tap -con with penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval p O O Use 3/16" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door 1 1/2" Bottom Track " r r T Sill Sliding Door Detail At Masonry Wall NTS Masonry Wall al Flooring Install SGD thru buck Into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs per product approval jamb Window Schedule 2" VTR Size JAL Attach buck to block wall with I 1/4" dia. Elco cont screws with min. 4'-5%"x 5'-3%a" 1 1/4" penetration at 12" o.c. max Single Hung and 4" max from each corner thru 2. Exterior face 2" x L" PT Buck 21' VTR of wall14 3. i arise ( L I I ZONE 4 4. Master I Lay. I tt8 Wood screws thru uamb intBb4dk I at each hinge end IS" o.c. max all Detail at Door Prior to door attachment Lev. 4'-5%''x 4'-2%;' 4" I 2' VTR NTS 3 Mark INSTALL VULKEM BLOCK SEALANT I 1 ON ALL JAMB, HEADER, AND 2 1 SILL BLOCK PRIOR TO BUCK Mar. I INSTALLATION Kit. Sink I Install windows thru buck into2' Kitchen I I block with 3/I6" tap -con with , 1 1 1/2" penetration at G" o.c. max. Fiberglass Panel - Inswing from each corner and 20." o.c. max I thereafter at embs and 20" o.c. max Lev. Exterior face at head and sill per product approval ZONE 4 of wall Buck to be I' x 4' PT 2'-O' X C-8' ` /V \ 3. cries J l_ W.C. Bath #2 X Si I"x411 P.T. Buck nailed to 3' Detail a t Windows Plock with case hardened nails C 0 rear o window attachment To Septic t NTSPLUMBING RiSER Install SGD thru buck Into block with 3/16" tap -con with penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval p O O Use 3/16" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door 1 1/2" Bottom Track " r r T Sill Sliding Door Detail At Masonry Wall NTS Masonry Wall al Flooring Install SGD thru buck Into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs per product approval jamb Window Schedule Mark Size ROU h Open. window Description PRESSURE ZONE I. 4'-5%"x 5'-3%a" 54/a"x 63%" Single Hung ZONE 4 2. L'-2k°x 5'-3 %a" 15" x 43 %;' Single Hung ZONE 4 3. 2'-2' x 3'-2%' 21%2"x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3/a" 38' x L3'/; Single Hung ZONE 4 S. 4'-5%''x 4'-2%;' 54%a"x 54 Ya" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet I ALL windows In bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X T -O" 108" x 84' Overhead Garage Door ZONE 4 B 3'-0' X V-8" 41'%:' x 83%4" Fiberglass Panel - Inswing ZONE 4 C L' -O" X L'-8' 14 x 81 %2 d :aak"ria`0° " " Sliding Glass Door ZONE 4 D 2'-O' X C-8' Solid Core - Wood - 4 -Panel -Bi-Fold Finished 24" x 81%2" E 2'-6" X L'-8" Solid Core - Wood - 6 -Panel F 5'-0" X 6'-8" Solid Core - Wood - 6 -Panel - Bi -Fold G X-8" x 6'-8' x I s/4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8' Solid Core - Wood - 6 -Panel J 2'-6" X L' -e" Solid Core - Wood - 6 -Panel - Bi -Fold ALL Exterior doors to Withstand pressures stated in permit Info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction NTS Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenala6lcomcast.net Stuart. FL 3499L #AAC000032 101_/" 35'-O" e T-011 14'-O" 1' -0„ 3'-102" File Wgnne Building Corp. THE ROYAL Spanish Lakes St. Lucie County Florida GARAGE RIGHT Date Drawn 3 -1 -Ili Drawn bg: C.C.U. Checked by: D.R.B. Revisions : Sheet Comm # 10-18-14 Product Approval Revision -4-11 Plan 2- 12-101 Review Revisions OF 5 a o EE ° Ea)l I 00 OEGRESS o PORCH O WIRE LATH t STUCCO - CEILING MASTER o BEDROOMzcq © ° 8'-O" A.F.F. OL _ O Flat Ceiling - �� ;aqv OO DO T o)LL I O © I o T 8'-0" to 9'-18" A.F.F.OL Vaulted Ceiling Vanity to be n I I 34 )1211 high 20' S" O l Rod CREAT I ° IF ROOM IIrm � n O of\��, 2" x C knee -wall 1 below counter top N I L O S E irr r 1 �I 0 6 LINEN oil t Shelf 0 w © O DININU1 , % i ow ' �e`��� / ° -O" to 9'-e" A.F.F. Al t41" HIGH WALL\ Vaulted Ceiling ° I I O O 8'-0" A.F F, cl 1-1/2" OVE HANG I Flat Ceding O -------<ItCHEN ° O - o Upper cabinets to N n extend over Ref. P O THIRD NON-VENTO'-5" (V ° BEDROOM o - - - WING NOi 8'-0" A.F.F. K - Flat Ceding ®� lationW.H SeR-II Bette InwA A Access I A/C O 1 LU �y �� m earth hillI Provide auto #1 > - - OD ° 4"0 Steel Ballard Q 1 See detail on this sheet m, ; CW la, J 141-6„ bile LineDouble ® �� 150LIAmp Ha in Hanging P Wel O 22" s Bq' H HB -2' II GARAGE e Vanity to o II m E c� O 4I 11h h 8'-4" A.F.F. I I a Flat Ceiling cv O ° r ❑ ® f -----------------d p CA Hanging �� - j Block wall in 1 ® ° O MT E E I garage to be 1 - N O O° MERG CY O I struck block J J ern 41 5„ 4,_q„ EG SS I I T c uVu I I a - co <t a w e mo) I 1 I I F- LL I I 81, ° 1 I O EEl I BE] E1 IEIEI a) SECOND rA BEDROOM 12809 8'-O" A.F.F. O Flat Ceding O `v `i EGRESS O 2'-2" 9'-6" 2'-2" 2'-8" 2'-8" 31-6" 9'-O" 3'-4" Wgnne Building Corp. THE ROYAL Spanish Lakes St. Lucie County Florida GARAGE RIGHT Date Drawn 3 -1 -Ili Drawn bg: C.C.U. Checked by: D.R.B. Revisions : Sheet Comm # 10-18-14 Product Approval Revision -4-11 Plan 2- 12-101 Review Revisions OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. inpermitinfocboxsonathesenplanss fore zoner3 f stated KepiArea Mark Edge Field Fastener Pressure continuous in each row. Hook vert. bar over top with Zone I 6" 611 Sd ring shank 45 psf Max Gravitg Load (PLF) Zone 2 41, 6" 8d ring shank 16 psf Iqlone 3 �{" 4" Sd ring shank 84 psf 2'-10" ** Zone 3a 6" 6" 48 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 Provide #5 bars with min. 48 bar diameters overlap Into beam. Tic filled cell steel into continuous beam block steel. Provide Cast -Crete BUB-OB/OT precast --- lintel set in mortar; Min. 8" Bearing - - - - - Provide #5 bar set in pre -cast ROOF F L, N Scale : 1/2" = 1'-0" lintel Into beam where length of the opening calls for it. — Overhan (z at I'—O" unless otherwise noted on this sheet avide PT Buck .ached per ,Iamb ails into filled ci 4" Pre -cast SIII \ — Roof pitch at 4:12 unless 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 startling construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filed Cell - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construcOc N Q Provide 45 bars with min. 48 bar fiiametere overlap In filled cell. Tie LU rlled cell steel Into continuous = Footer steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Verif with Plan c Install Simpson MGT into wall wain y into wet beam nand 122) lord nails into truss Concrete 12 x 12 Lintel Column Block _iLM1 #1 JDebar TRUSS BLOCKING DETAIL Rebar 48 Bar Dia. ,,. Mln.Overlap AT GIRDER STRAPPING AT CENTER BEARING POINT Column to Lintel 4ttachmert NTS BEAM SCHEDULE Mark Size and Description Clear Two rows of beam block filled with concrete and 1 #5 bar bar BI continuous in each row. Hook vert. bar over top with Length #5 900 bend bar with a 10" min. lap at top bar. 7/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D T pe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 4" o.c. in field and edges with IOd ring shank nails into studs. rGulfCoast Supply and MFG 5v Crimp Metal roofing FL #11651.12 . 5v crimp metal roofing attached to plywood deck using #9 x 1.5" screws with self sealing washer at 12" o.c. max spacing over ASTM D 2) 30 Ib felt underlagment installed with min. 4' side laps and 6" end astened with corrosion resistant tin caps and with 1.25" ring sfienk nails d 6 o.a. 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 Lintel Bar Clear "A" El #5 bare i"R- CLEAR Length Length Span bars Bars Max Gravitg Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) 622 2'-2" 3'-L" i i i i ..•,: r N 2'-8" 11-6" 2,#3 more f ' 2'-10" 4'-O" 8F8-OB/IT 1 3'-6" 3'-4" 2'-2" #3 none '`----'----y `--"-r2 8F8-OB/IT 8F8-IBAT 8F8-IB/2T B BI I 2'-8" 2,#3 none Additional L50 5'-o" v -L" BF8-OBAT 1 #5 bare 1238 3'-2" 2,#3 none cLeA Row of "H" 1 #5 1011 121 534 LBO W -O" T-4" 8F8-IB/2T I #5 Block Above 5'-4" 5'-2" 4'-O" 2 #3 more 10'-4" 8F8-IB/2T I #5 2 #5 443 'iY�•!i ;:, 5'-0" 5'-8" 4'-6" 2 #4 more '_�•••"`'•Precast Lintel r. #5 1533 1183 401 LI00 10'-0" I ::. i 6'-6" 1 #5 2 #4 more Additional A#5 452 LIOOB 10'-O" II' -4" 8FI4-IB/2T ONE 1 #5 T-6" T - O" 6'-2" 2 u5 none i bars ----' `----� BFI&-IB/IT BPIL-8/21' " "I'-10" 7'-O" 2,#5 none yo7ES: 324 I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL, relnforcln steel I5 rade 60. 9 9 3. standard for reinf. steel=ASTM A615 I 1 #5 TYPICAL LINTEL SECTION 45 ( PRECAST CONCRETE > 110 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. lelolbs. uplift 12 41— Aluminum Drip Edge d Fascia Poured Co, concrete b Poured Concret concrete block Concrete Manuractura Flash and Counter flash Nall ledger to gable end truss with ( 2 ) IOd I at each web Aluminum Drip TM \Edge E Fascia1/2" thick stucco on 3/8" fir -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration Into 2" x 6" Sub-Fascl horizontal wood framing and 3/4" penetration into vertical wood framing members Kaycan full o vent vingl soffit Installed using 1/8 dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet 41 12" x 12' concrete column block filled with concrete and (2) 131 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer I6" below finished floor 5/8" thick light textured stucco on tgpical 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 o -Slope per foundation plan `r chore Per Specs lax. Mounted Shutter Detail wood Base Aluminum Panel Sizes per manufacturer — See 7ubcal Stud Detrol 1/5" x 3/32" Wing Nut w/ approprmte washer and spacing per manufacturer's Details `a OL3" 0 .094" 0 y� I Stud Detail Stud w/ Die Cast Zinc NTS Nickel Plated Wing Nut nits Brace Gable end with 2" x 4" SYP #2 art back nailed to bottom of top chords using (2) IOd nails at each tlw4s PRE-ENGINEERED WOOD TRUSS ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) yR-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 cont. In each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 fi-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" onlg proportioned per FBC R601.1 and Mortarpoints shall complg with FBC 8607.2.1. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (tgpical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Vlsqueen over /clean compacted termite treated fill III ��� �� ' ����IIII���IIIIII�I�IIIIIIIIIII11�111111—I~III�1 IIII IIII 1 111T111� 11111"'I111- -I=1 I1=1 =1111 1- -1 I—II I I—II I I :. ' .. :_ = I I I I I �, �,. 14. F I 1111, ,1111111=—IIII i`II 1-�i�l=illi F3 Tgplcal Section at Front Forch Scale : 1/2" = 1'-0" Braden It Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenala8comcast.net Stuart_ FL 349% #AAC000032 Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with hurricane anchor at each truss (22) IOd nada into truss. Add blocking to ( 24" o.c.) Suppporting Max. truss leg per detail on this sheet 1810 1 S. uplift ETA 20 LINTEL SCHEDULE Window oor Mark UniDt Width Lintel Size Rows of "H" Block Cast -Crete Above Specification " Bottom Steel Size Top Steel S12O Max Gravitg Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) 622 2'-2" 3'-L" eF8-OBAT 1 #5 3oL9 ISL9 1024 631 2'-6" 2'-8' 3'-1" 4'-O" 8F8-OB/IT 1 #5 2561 1363 143 L45 4'-5" 5'-1o" BF8-OBAT B BI I #5 1105 909 339 L50 5'-o" v -L" BF8-OBAT 1 #5 1238 835 121 L40 4'-8" T-4" 8F8-OBAT 1 #5 1011 121 534 LBO W -O" T-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-0" 10'-4" 8F8-IB/2T I #5 2 #5 443 530 401 L90B 9'-0" 10'-4" 8112I4 -I5/21' ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" 11'-4" eFe-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" II' -4" 8FI4-IB/2T ONE 1 #5 2 #5 13144 1028 452 L120 12-0" 13'-4" or8-IB/2T I 1 #5 1 2 #5 411 428 324 L120B 12'-O" 13'-4" 8FIL-IB/2T ONE I 1 #5 1 2 45 1015 110 324 LI40 14'-O" IS' -4" 8FI4-I5/21' ONE I #5 2 #5 1250 409 259 LILO 14'-O" n'-4" 8F8-IB/2T I #5 2 #5 300 192 194 L140B 14'-0" 11'-4" 812I4-8/21' ONE I #5 2 1 #5 1 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST -CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST -CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. lelolbs. uplift 12 41— Aluminum Drip Edge d Fascia Poured Co, concrete b Poured Concret concrete block Concrete Manuractura Flash and Counter flash Nall ledger to gable end truss with ( 2 ) IOd I at each web Aluminum Drip TM \Edge E Fascia1/2" thick stucco on 3/8" fir -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration Into 2" x 6" Sub-Fascl horizontal wood framing and 3/4" penetration into vertical wood framing members Kaycan full o vent vingl soffit Installed using 1/8 dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet 41 12" x 12' concrete column block filled with concrete and (2) 131 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer I6" below finished floor 5/8" thick light textured stucco on tgpical 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 o -Slope per foundation plan `r chore Per Specs lax. Mounted Shutter Detail wood Base Aluminum Panel Sizes per manufacturer — See 7ubcal Stud Detrol 1/5" x 3/32" Wing Nut w/ approprmte washer and spacing per manufacturer's Details `a OL3" 0 .094" 0 y� I Stud Detail Stud w/ Die Cast Zinc NTS Nickel Plated Wing Nut nits Brace Gable end with 2" x 4" SYP #2 art back nailed to bottom of top chords using (2) IOd nails at each tlw4s PRE-ENGINEERED WOOD TRUSS ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) yR-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 cont. In each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 fi-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" onlg proportioned per FBC R601.1 and Mortarpoints shall complg with FBC 8607.2.1. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (tgpical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Vlsqueen over /clean compacted termite treated fill III ��� �� ' ����IIII���IIIIII�I�IIIIIIIIIII11�111111—I~III�1 IIII IIII 1 111T111� 11111"'I111- -I=1 I1=1 =1111 1- -1 I—II I I—II I I :. ' .. :_ = I I I I I �, �,. 14. F I 1111, ,1111111=—IIII i`II 1-�i�l=illi F3 Tgplcal Section at Front Forch Scale : 1/2" = 1'-0" Braden It Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenala8comcast.net Stuart_ FL 349% #AAC000032 Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with hurricane anchor at each truss (22) IOd nada into truss. Add blocking to ( 24" o.c.) Suppporting Max. truss leg per detail on this sheet 1810 1 S. uplift ETA 20 Winne Bwlding Corp. THE ROYALE Spanish Lakes St. Lucie County Florida ETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) sup portlng Max. 1810 lbs. uplift Date Drawn Revisions : 3-1-14 10-18-16 Product GARAGE Drawn by: Approval Revision RIGHT 4-4-11 Plan C.C.U. Checked by: Review Revisions D.R.S. ll) O Ln Sheet 11,14 - OF 5 File Copy Comm # I2—IO L90B IOOB L45 I- 81 LU 0 B BI °N W L90B BI L40 BI BI 77 2° H. R/A TED RE 12 � SLOPE —� 9 BI — I � ~ a Q) WNL BI L31 N �r L45 BI Gu f oast upp y and F v ramp etal roofin L #II6 I.I 12 26 ga. 5v crimp metal roofing attached to plywood eck using #9 x 1.5" wood screws with selfsealing washer at 12" o.c. mrx spacing over ASTM D SLOPE 4 laps fastened with corrosion resistant tin cape and th 1.25" ring shank Halla spaced 6 o.c, at all laps and two staggered rows I " O.C. in field. Attach BI deck to trusses using attachment detai on thlasherit l 22'x5" Atuc Accasa I •: 631 BI fO � 1 Q \ I I \ I I � I I I I I I /�R�q i I 48" 8' MAX I 631 BI \ / I BI \ I 631 LJ Q BI12 SIN BI -41 SLOPE BI OB B I L90B I • (V 11 N Winne Bwlding Corp. THE ROYALE Spanish Lakes St. Lucie County Florida ETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) sup portlng Max. 1810 lbs. uplift Date Drawn Revisions : 3-1-14 10-18-16 Product GARAGE Drawn by: Approval Revision RIGHT 4-4-11 Plan C.C.U. Checked by: Review Revisions D.R.S. ll) O Ln Sheet 11,14 - OF 5 File Copy Comm # I2—IO PANEL "A" LOAD CALCULATION SHEET PANEL "All Qtg. Watts Total(Watts) General Llghting (3 watts .....p.. f� Small. .,.11ance. Circuli(s).................................... .Rpnge....................................... Microwave..................................................... Dish. Washer.. Clothes..Washer.................................... Clothes..Dryer................................................ Water Heater.1 Water CsPump................................................... arage. Door, Opener.........I.......................... sq. ft.) i Poles BR Load Wire Description arc# circ# Description Wire 12,000 11.200 Poles 2 40 l.0 kw #e A/C comp 1 2 AHU #l0 1,200 30 2 5,000 4,500 5.000 4.500 free of defects for a period of not less than two years from 1 3 4 1 810 1 810 charge and shall Include replacements or repair of any 22. Furnish and Install all fixtures as called for on the plans dLoadBR Watts 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #L 1 50 2 Remainder 21,415 040% I O l 8 10,000 065% 1 10,000 10,000 Calculated Load Watts I 20 1.8 kw #12 Pump 9 10 Dr er #10 .w 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher 7#112 1.2 kw 20 I 1 20 1.5 kw #12 Microwave IS 14 Refrigerator 1.2 kw 20 I 1 20 L5 kw #12 Kitchen S.A.C. Il Is Recepts #12 - 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 I 120 1 1.2 kw 412 Clothes Washer 21 1 22 Racepts #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 U Recepts #12 - 20 1 1 20 1.92 kw #12 2l 28 Recepts #12 20 1 I IS #14 General Lighting 29 30 Recepts tt12 20 I 1 15 - 314 General Lighting 31 32 Recepts #12 20 1 1 15 #14 General Lighting 33 34 Exterior GPCI #12 20 1 I IS ttl4 General Lighting35 3� Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 Is I 1 20 912 Bathroom GFI 39 40 General Lighting tt14 15 I s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET - Planners Load Description Qtg. Watts Total(Watts) General Llghting (3 watts .....p.. f� Small. .,.11ance. Circuli(s).................................... .Rpnge....................................... Microwave..................................................... Dish. Washer.. Clothes..Washer.................................... Clothes..Dryer................................................ Water Heater.1 Water CsPump................................................... arage. Door, Opener.........I.......................... sq. ft.) i 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 11.200 Inspections Including testing where required. 1.200 14. All work shall be coordinated with other trades to avoid 1.500 1,500 1 1,200 1,200 1 1,200 1,200 I 5,000 4,500 5.000 4.500 free of defects for a period of not less than two years from 1 1.800 1.800 1 810 1 810 charge and shall Include replacements or repair of any 22. Furnish and Install all fixtures as called for on the plans Total Watts 31.415 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 First 10000 Watts 0100% 1 10,000 10.000 Remainder 21,415 040% I O 10,966 Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Ampa © Television Jack �/ v - Planners 8. AFCI receptacles are required In all rooms except S.E. Coconut Avenue Telephone Jack nc oisc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ❑i Intercom _ J = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: A/C disc. ISO #2/0 Aluminum feed AMP 1 i/s' Conduit MCB PANEL PORCH 1 I 163 CFM IOxlOxl 1 Centerl Registers on Iceding fan 1 I I 1 BEAT OM DINING ROOM THIRD BEDROOM 84 CFM IOxbxb Ven tt hru I 18 Z7 LJrEms A 215 CFM 12xbx1 I. Use copper were only, no aluminum. 2. Provide and wire all required smoke detectors. M TE 3. Contractor to verify location of electrical SECOND service and provider. Al.HU BEDROOM . ALL ppaddle fans shall be on a rheostat. 2" PVC ( FPL 5 ALL b th d k h I a an itc en receptac es to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. Braden AIIA, FA 7. Recessed cans to be Installed per NFPA requirements. - Planners 8. AFCI receptacles are required In all rooms except S.E. Coconut Avenue Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 f 2' rigid service FPL oep5#cont�Pehawie sigh 10. A/C Refrigerant lines that are run thru slabs must be : (112) 281-8283 sleeved In Svc ELECTRICAL RISER II. ALL A/C Equipment shall comply with energy calculation 34996 #AAC000032 12. All work shall be performed by a licensed electrical NTS contractor, the completed system shall be fully operative. - Contractor shall use AL -CU Landing lugs. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, testing, and blower manufacturers recommendations which be Inspections Including testing where required. shall verified prior to construction 14. All work shall be coordinated with other trades to avoid Interference with the progress of construction. 19. The electrical system shall be completely and effectively 15. All required Insurance shall be provided for protection grounded as required by the latest edition of the N.E.C. 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. 16. 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 from closing sale of house. ordering. The contractor shall provide circuit routings to year suet 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. ll. 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. proper Working order. 18. All work shall be done In accordance with the N.E.C. and 24. All exposed wire below 9'-1" 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 and telephone comeanu. 25. Dryer Vents to be Installed per FBC RM1502 12x12xe B/A 1 1 1 / I / " IVII II II 2040 �-iir II �efl�j T 1 1 I I i r T ICJ 12x12x9 B/A 163 CFM IOxIOx'1 12" 139 CFM IOxlOxl M STER B LiED ROOM 139 CFM IOxlOx1 I 12xl2x1O 4 B/A 1-1 r x IL/ h- ------ ---- /I _1 1 12x18/A 8 CFM � I TCHEN 1 r 144 CFM 12xbxi 32 4gxF GARAGE 150 Amp Panel i-----------------1 1 1 I 1 I I I I I I 1 I i I I I I I 1 I 1 I 1 MECH/4NfC/4L L,4YOUT O =THERMOSTAT LOCATION SCALE: 1/4" = 1'-0 " Braden It Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8288 Fax : (112) 281-8283 E-mail: bradenala8comcast.net Stuart. FL 34996 #AAC000032 ��T ✓� � kr""I thf i �i� �# 3. is 32 4gxF GARAGE 150 Amp Panel i-----------------1 1 1 I 1 I I I I I I 1 I i I I I I I 1 I 1 I 1 MECH/4NfC/4L L,4YOUT O =THERMOSTAT LOCATION SCALE: 1/4" = 1'-0 " Braden It Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8288 Fax : (112) 281-8283 E-mail: bradenala8comcast.net Stuart. FL 34996 #AAC000032 Vent thru Soffit A#G SEE MANUAL J" and Energy L Calculation I I for Unit info Exhaust Duct Thru Soffit Ulre For Front Post Light ®\ WP GFCI V ry 1 V � I / I GREAT ROOM 1 smoke / Carbon Mon de Detector Cabo I I MASTER BEDROOM p I LO;SET I I I� I I � I DiNiNGROOM I I GFCI / / 1/ G[I PCI SGFCI I \\ �i ° i _ Ni - - - - - - 'Lzj2" 3'-2" 24-c V n ---- 2"h GPCI S J- \ \ I 224 X S4" �J Pd Attie Acce ' I \ ` I z✓ I ? srth light I \ \ \1 \-4"O Steel Ballard \ d See detail on this sheet / 5 Howls \ I Pull chain / cJ,l pD fight in attic O \ I OPTIONAL PANEL / II LOCATION / 150/ Amp \ / anel Smoke / Carbon 1 I I 1 a2"r GFCI / Monoxide Dots" Combo under AHU IY�I i G /` R /` G E / O o I I / t f t rsll n Garage Door Opener boas \ \ \ SECgND BEDROOM 1 \\ WP Center Post Light on This corner Uc�nne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida a0 �w > w Post Light with v- E /Photo call i -----------------i 1 I I 1 I I I I I I I I I 1 I I I I I ELECT21C,4L SCALE: I/A4 Fade (C"Vy Exhaust Duct ,=F-hra Soffit 14" Exhaust Duct Thru Wall WP GFCI Instoulet !n under disc. disc. not shown for a clarity U A#IC �L,4N FBC 2309.1 Attic Vertll`10 Calculations Total Attic Space = 2-481 sq. ft. Venting Ratio I/ISO = 16.88 sq. ft. required Provide A Continuous Vented Soffit Date Drawn : Revisions GARAGE 3-1-16 10-18-16 Product Drawn b4: Approval Revision RiGHT C.C.U. 4-4-11 Plan Checked fey: Review Revisions ID. R.B. Sheet E-1 OF 5 Comm # 12-101 ��T ✓� � kr""I thf i �i� �# 3. Exhaust Duct ,=F-hra Soffit 14" Exhaust Duct Thru Wall WP GFCI Instoulet !n under disc. disc. not shown for a clarity U A#IC �L,4N FBC 2309.1 Attic Vertll`10 Calculations Total Attic Space = 2-481 sq. ft. Venting Ratio I/ISO = 16.88 sq. ft. required Provide A Continuous Vented Soffit Date Drawn : Revisions GARAGE 3-1-16 10-18-16 Product Drawn b4: Approval Revision RiGHT C.C.U. 4-4-11 Plan Checked fey: Review Revisions ID. R.B. Sheet E-1 OF 5 Comm # 12-101