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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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. side tape and 6" end laps fastened with corrosion resistant tin caps and with 25" ring shank nails spaced 6' o.c. at all laps and two staggered' rows 12" o. 1n field. Attach deck to trusses using attachment detail on this sheet ���a�ao�AEo t20"A\At10 SLOPE 4 8'-1" T.O.B. 12" 12„ rnANtlFAG1"t1fltNLANc H.rV H. U FACTORS AND SF10C Of ® .. WITN PBC L DOORS QN[ 5/8" thick light textured RUNTIILINSPECTIOONN ARE" stucco on typical concrete block construction 0'-0" = Finished Floor _ _ - b Finish Columns with 5/8" thick x "w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' = F-O" ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II 26 ga. 5v crimp metal roofing attached to plywood deck uall wood screws with self sealing washer at I2" o.c. ma:� spacing (type 2) 30 lb felt underlayment installed with min. 4' aide laps fastened with corrosion resistant tin caps and 1.25' spaced 6" O.C. at all laps and two staggered rows 2" oo� deck to trusses using attachment detail on this sheet 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 41:11651.12 2L 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 L" eni laps fastened with corrosion resistant tin caps and with 5" ring shank nail spaced V ox. at all laps and two staggered rows 12" o.c. field. Attar deck to trusses using attachment detail on this sheet 1 Finish Columns with / \ 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch dt 4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect ° A cPEC � t0 for approval In writing prior to starting construction. Ink nails end _ Return ALL Stucco Bands into Window or Door. Iz" 5/8" thick x 8"W cut \ 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor _ _ _ I,EFT ELEVATION SCALE: 1/4" = F-O" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows do Skylights Opening NUMBER Product Model # Manufacturer Glass Attachment method NST Datefra °II Design pp°ro MI Windows Appure roved 1,2,3 x -1 qq mirtrt.. 0fn ally et roe each corner end L�co.c. ed er thro g^ Plr Buck rito enc FLtt 11499.2 Single Hung Series 185 doors 2.5 toed cnu .au mamteining sn 25' edge distance m strict adherence dhe ± 60 sf P E4 and to the product a novel. A IL-0330.02 Overhead Model 824/811 width DAB "eta , 6- Orr OUCK to emerK. ,rt i wt ) e5 barvwti eemp �' x V Wdu HLC awv. wxber. a e" ... k I. 6' i eon 1 .qws 6Resti,ce. I"xaa track to buck i�5� 10-9- I + 50.0/-60.0 psf Garage Door IL' O"mmax aigfit M : �� M�� z & * = �� =seate.nsd U604� Elco 1/4' da. tapcon with min 1.25' embedment at 3"Promax S FL# 16614.1 Fiberglass Jeld-Wen from caters and ITS' o.c. max. thereafter In head and Jambs. + 50.0 PSF smooDe"th Pro/ MAN, I Sliding Glass MI Windows p. x �Ipcons min grm.gtanon at max. rain eeA corner and l' Me a ewhle row cMraefter thrag UFA(`T�� C FL# 15332.2 Door Series 420 and doors PT Buc into slid tiled CMU well meintaimng min 2.5" edge distance m strictadhermce to the roduct a novel. + 48.2 PSF WITH - HF! IN UN Product NOA/FL Model # Manufacturer Attachment Method =p ration Design Pressure sf NUMBER Date of Approved Tests For CMU use (2) 1/4 x 2 3/4' tapcons with inn 1 1/4' embedment CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF Mullions FL# 15353.8 vertical mullion and door# ,IF tapping screws pe clip as shown in product approval. _ Roof FL# 11451.12 5V Cr mp Gulf Coast Supply 24 a. 5v crmp setalroofing attached to plywood deck ueng 49 x 1.5" wooer across with self eating washer at 12' o.c. max searing over ASTM D Metal Roofin g and manufacturing (type 2) 30 lb felt urJerlatiment installed with min. 4 wds laps and L' end laps fastened with corroon resistant tin caps and with 1.25' ring shank nails - 108.5 PSF laced L o.c. at all las and two staggered rows 12' o.c. in field. Attach deck to trusses using stachment detail on roof plan Siding Stucco on Block - Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2' 'attens at L" o.c. screwed to soffit framing using 48 x 3" wood screwsat each truss. Install soffit to battens using dia. x 1.5" Iona-ira shank madiii with 3/8" dia. head, - Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. olid set lead anchors with 1/4' dia.-20 x 1.5" long SS screw head ombo. with Neoprene washer at 12 1/2" o.c. along the bottom and 3" o.c. at the top - I have reviewed the above and approved it by my seal benw. ( Architect or Engineer of +55.0/-35.0 PSF + 45.0 PSF ORES LABLES SHOWM uD SHOC COMPLIANCE NERDY CODE MUST DOORS AND WINDOWS IONS ARE APPROVED 2" ''ONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 5/8" thick x 8"w cut _� coral finished stucco bands 1/2" drywall ceiling on truss A 6pp*DwORK 2" x �" top plate *wino TN „np. )�tL°1 ;iiE gUgJEC7 TU ANY COR'iECTIONS lEQU1PE0 BY FIELD INSPECTORS THAT 010 "jiM1 NNTES06AP 4010 "L1000". base -board 1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR Cxf." 410/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition 12 4 1 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 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 rM I ID �ICo�� �I WIN 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCANNEO 8Y St Lucie County 1 z l 2,-U?3ff ST. L CIE COUNTY BUILDING DIVISION REVIEWED FOR COXLIg,IVCE REVIEWED BY DATE PLAN5 AND PERMIT MUST BI KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE nts Braden it Braden AIA, PA Wynne Building Corp. Architects - Planners l S.E. Coconut Avenue T H E c T E R L I Tel BFax (112) 281-8258 J I �l Spanish Lakes : (112) 281-8283 E-mail: bradenalaacomcast.net St. Lucre County Florida Stuart. FL 3499L #AAC000032 5/8" thick x 8"w cut 'coral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails' into truss webbing, mil SCALE: 1/4" = 1'-0" li �l 5/8" thick x 8"w cut coral finished stucco ban Finish Columns with 5/8" thick cut coral finished stucco bands FILE ALL CONTRACTOR WARRANTIES BEGiN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design Is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Cyr ii c ent: ±0.18 rrigM Subjectab(litg to damage from: Weathering: Negligible Termites:Verii Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.12L ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-32.4 psf Roof Zone. 2. +20.6/-51.0 per Roof Zone: 3. +20.4/-84.0 par Components t Cladding Wall End Zone Width: V-4" Components It Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf = Roof Zone I Wall Zone: 5. +35.8/-41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3 par Shear Walls Considered for Structure? Yes ® = Roof Zone 2 Continuous Load Path Provided? Yea Walls Zone 5 Are Components an Cladding Detain Provided? Yea END ZONE Minimum Sal Bearing Pressure:2.500 pat, Presumptive: X By Teat: psi This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 par ROOF DEAD LOAD: 10 par FLOOR LIVE LOAD: -IS- par FLOOR DEAD LOAD: l0 of JOB ADDRESS: 1-4364 PICEA MODEL: Date Drawn Revisions 12-1-11 GARAGE Drawn by: LEFT C.C.U_ Checked by: D.R.B. Sheet OF 5 Comm # 11-219 FLOOR FLAN TYPICAL NOTES: SCALE. 1/4" = 1'-0" CRASH POST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion torte into sIa t3/B°t 5o ks1 steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2/," 2%" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete." ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix °L. Drywall at ceilings shall be leveled and attached to bottom chordof To trusses with screws per FBC R-102.3.5. 2'' 0 7. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.L I-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 R 02.9.1 IL. 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 r' 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation back x with case hari materials exposed on the underside of the roof deck or on the attic walls shall comply ror to door attacl with F.B.C. R31L - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3L, C79, C415, C514, CL30, C931 C1395, C139L be C4L0, C1002, CIO'l1,C1111, C1178, C1278, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for of dr wall into Spacing Maximum Installation wood Framing mein ra Nails Screws 2' x inn. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail �2 R Walls Either 161,B' 16" 0.680" dia. x 1 5/8" long with 15/64" head Direction OR Gy rum board nail 0.086" din. x Ip6/8" with 9/32" head. Ceding Perpendicular 24" T' 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail e OR 0.0°12" dia. x 1 1/8' long with Walls Either IL" 8" I6" Direction 1/4" head OR Ggpsum board nail 0.0915' dia. x I '1/8" with 19/64" head. Install SGD thru buck Into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" 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 apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, A118.3, A13L.1 and A137.1 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 e>cceed 25 with an accompanying smoke developed index not to exceed 450 whe+r tested in accordance withh AA STM E 84 Insulation shall comply with F.B.C. R31L. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451,12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with inn. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails T6 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 12 with (10) Iod x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18lo1bs. uplift (shop drawings by manufacturer) Aluminum Drip � N\R-30 blown Fiberglass Edge t Fascia \J-1/2" in bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #S bar cont. in each row. Substitute Kaycan full o vent vingI soffit installed precast lintel filled with concrete and (1) #5 bar cant. For bottom row over openings using 1/8" dia shank x 15" long gaiv. rooting nails with 3/8" dia. head per product approval - see chart sheet 41 I/2" drgwall over I" x furring pi strips at IV o.c. with R4.1 -foil insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FEC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. "M" block construction io Mortar to be Type onl proportioned per FBC RLO1.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) U5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (I) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 6"x6" 1f10/10 WWM on 6 mil Vis ueen over clean compacted termite treated FIII Grade `r IIIIIII II II I •.�° � IIIIIIII=IIII ,,IIII ' -FIII„�,1�111111111114�11 I, III - TYFICAL SECTION ;IIII�" 14" > 14" Concrete footing with (2) #5 bars cont, and 45 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" to Masonry Beam / Halls Head fixed door slidingdoor 1 1/2^ I AREA CALCULATIONS Living A/C = 1'.4-1 f Sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1-16 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,12,E Sq. ft. Total Cubic Ft = 11,192 2" VTR JIL I I I 21' VTR Mastery/� JiL Bath ko 2" VTRJILIIShur.1iI" ILay.W.C.2 Sher. 3' It C.O. To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with 511 d i n g Door D e t a i l 1 1/2" penetration at 6" o.c. max. From each corner and 20." o.c. max At Masonry Wall NTS thereafter at jambs per product approval Jamb UJ Indow Schedule Mark S1ze --Rough Open. Window Description PRESSURE ZONE I. 4' S%s"x S'-3'/8" Sti L3/4" Single Hung ZONE 4 2, L'- %'x 5'-31/8" Is" x 63 /;' Single Hung ZONE 4 3. 2` 2" x 3'-2 1/2,, 21%211x 38%" Single Hung ZONE 4 4. 4' 5%s"x 112/8" Sti 54Y." Single Hung ZONE 4 ALL Windows and mullions ALL windows ALL windows All rough with manufacturer to be aluminum windows w/ tint per elevations. to withstand pressures in permit info box on sheet 1 in bathrooms to be tempered opening dimensions to be verified by contractor s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9' O" X l'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3' O" X 4'-8" 41 %"x 83%" Fiberglass Panel - Inswing ZONE 4 C L' O" X L'-8" 14" x el 2 or ; °`..t Sliding Glass Door I ZONE 4 D 2'70" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x 81 %2" E 2' L" X 6'-8" Solid Core - Wood - L-Panel F 5' 10" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-B" x 4'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2' 8" X C-8" Solid Core - Wood - 4-Panel 14'-0" 10'-O" 12;' 10'-0" .12" EGRESS E 12" x 12" Concrete column p 0 block filled with concrete and (2) #1 bars vert. tied Into -M lintels above Covered Porch 0 Provide screen infill below beams and between columns O ry 00 O OO O O DO O 0 © MASTER I BEDROOM o a_u U' B'-O" to 9' 8" A.F.F. `r LLrilli W-O" A.F.F. Vaulted Gering u rLN Flat Ceiling a G R E,ayT o ROOM G O o I 0 O Rod t half I H.B. it m Vanity to e r I N 34 is"hl9 a I N � r I 0 D to o 2" x 6" knee -wall rkk 8'-0 111 to 9'-8" A.F.F. N - e rr r O I below counter top qiil Iaulted Ceiling CLOSET I DINING., LINCABINS Rod t Pheir 8 i� �� ROOM C 00 I DW- - Dice \\\ I 06 w A T H Vanity to be O H I 34 %2 ' high Ln O�> I (41") 9Yq" 13'-03/4„ Wall en � i Hlgh KITCHE 3'-B" I � o Yen throL Dryer gh wall L _ - I ,, _ B'-O" A.F.F. Cver-rung d - Flat Ceiling o -O 10'-5" 4'-I" 0 B. N P Upper cabinets to D -Too extend over Ref-" 10'-2" O N " filler 2" 4'-0" I� I E �6r Rn� BATH u - iarFnp - _,. i5roelfYq - Rod t Shelf 0 _ _ a r O R-II Bet Inwleuon ' W.H. N I ® N_ #1 4"� Steel Ballar - - in See dated on this sheet I 1 L O - ? F 2 V I en Provide auto ` I1" I 22" x 54" O N 0 closer I Attic Access 0 7 with light I 4 B'-O" A,F.F. t._----J 3 22 -� Flat Ceiling 150 Amp s 4" tn- v Meter F nel m -o" �t © SECOND m� O E RGEN Y BEDROOM cry GARAGE EGRESS - OIfi -4" A.F.F. 00 MT 00 Flat Ceiling (] 0 o., (] O O O r-----------------� EGRESS O r Block wall in Q I garage to be i - 0 0 0 0 struck block i i O 0 I I O O I I CU V E R D r 12" x 12" concrete column block filled 0RC with concrete and (2) 41 :tars vert. tied into lintels above , I T 2" 12'-6" 6" a 00 13191 100 E) 20 O 3'-51, 9'-01, 31-51. 2,_8„ 2'-8„ 5'-2" it 3'-41, IE Install windows thru buck into J 2'74" X 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold block with 3/I6" tap -con with 1 1/2" penetration at (" o.c, max. from each caner and 20." o.c. max and 20" o.c. max. thereafter at aid Exterior face at head and sill per product approval K 2' 8" X L'-8" Solid Core - Wood - I. -Panel - Bi-Fold L I'- X 6'-8" BI-FOLD i of wall -\ / \ Buck to be I" x 4" FT ALL Exterior doors to withstand pressures Stated in permit info box on Sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 1 FILE COPY Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior Face 2" x 6" PT Buck of wall arias WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck All ro49h opening dimensions t0 be verified by contractor Detall at windows lock with case hardened nails prior to window attachment ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK Detail at Door at each prior to hinge and 15' o.c, max and door attachment with manufacturer s specs prior to construction NTS INSTALLATION NTS Braden it Braden AI,A, FA wL}nne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners 12-7-11 417 S.E. Coconut Avenue Tel (772) 28'7-8258 T J� i I E S T E R L I I\1 G GARAGE Drawn by: LEFT y 2 11- 219 Fax (772) 281-8283 E-mail: bradenalaecomcast.net Spanish Lakes G.C.U. Checked by: St. Lucre County Florida I43L�f Plcea D.fiz.B. OF 5 Stuart. FL 349% #AAC000032 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14, GENERAL CONTRACTOR TO VERIFY A4L EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. I6. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11, FOUNDATION �=L;4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'1 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFO'! CING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAI_ GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD (LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2-500 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.... 5. Contractor to provide filled cell With concrete and 1 3*5 bar vert. at '48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) (o. 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 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. L #5 bar vert, w/ 30" overlap — at each filled cell TYPICAL 4" concrete slab with fibermesh OR 611x6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14" TYPICAL FOOTING_ 14% x 14"d concrete monolithic footing with (2) 45 bars cont. DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mill Visqueen over clean compacted termite treated fill #5 bar aunt. Step per foundation plan 10" (2) 45 bars cont, bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 16" below finished floor Verify house slab height in field ■ ■ M - Lmem�lim 30" i-1 COLUMN FOOTING DETAIL 30"x30"xl6" concrete column footing with (4) 45 bars each way SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE\ \ SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concre4e slab with fibermesh OR 6"x6" #10/101 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE #5 bar vert. w/ 30" overlap at each filled cell Ad Just curb height based on gar. floor slope. 1*5 bar in curb \ no ETAIL iLE 1/2" = 1'-0" SEE TYPICAL 1SECTIONS �/ 4" concrete slab with fibermesh OR 6"x6" 3$10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 0'-0" ® F.F. III' (III x 14"d concrete monolithic io with (2) #5 bars cont. 14" GARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER ',MAKE AND MODEL. NTS Filled Cell Masonry Column With One i#5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O CJ, Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS zn N r` F4 -- — — — � I ° F4I 10'-01, 12;' _ 10'-01, 12" 00 OE �� lli� 00 00 (F r- I E Cn I Rear Patio/Slab r to be poured separate O I 12'- 8 L �rrom the house slab. 24" ° m Thicken footing to FI 24"w x 14"d x 24"L `n I under filled cells i- under girder bearing. CI 00 00 O O OC I ° ° o L------21 ----------------1 Rear Patio/Slab to be flush with bottom of FI sliding door recess. Slope 1/2" IF I i r- I I I li I� EI FI IC I H.B. I o Vanity to be 1a,34%2"high 4" concrete slab with fibermesh OR Old 6"x6" #10/10 WWM on 6 mill Visqueen over clean compacted termite treated fill I I FI I I E� I� i F- i I;- Fl I ;- I I�I n FI Q a E W 4 011 IJ-1 1Q 0 O O N I A zM O A#/I C Oa— — —1II F�_ll1II U LEU r— 4I N0tmCce-11 filled % Ballard ®d F5 - EI O�`` I I�Ia � IE— I v� i I FI `- E +� E a " l " FI O o LU I N OOI I 0 ILn �o o cn I \ FI I u�� F51 W----------E x O L R — F5 Recess for — _ ° F F r 00 OE Garage Door EO E— — — — I l — — — — — — — — r �l o 12" x 12" concrete column block fille with concrete and (2) # 1 bars vert. tisid into lintels above ILE CO FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" RCOP S'I-IEETiNG ATTACHMENT DE -TAIL I. Minimum Nail Size = 8d ring shank (min, 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI4wood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t�ese pns for zone 3 Ke Area Edge Field Fastener Pressu re Zone I 611 6 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 0 41 4" 8d ring shank 84 psf ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan 12 "x 12" 1 Column Block v#1 Rebar Re -bar 48 Bar Dia. Min. Overlap to Lintel ,attachment Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. n Provide Cast -Crete SUS-OB/OT precast lintel set in mortar � Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. 14 Strap truss to wall using Simpson MGT with Simpson HETA 20 _. «( ..•._: 5/8' dia. beam threaded wet rod with min 12" embedment in epoxy with hurricane anchor at each truss into .. - (22) 10d .LL4 either nails into set or truss. Add blocking to ( 24" o.c.) supporting Max. vl" LL ^- - -_ truss leg --� per detail on this sheet HETA 20 1810 lbs. uplift 'ovide PT Buck j;:f Poured Felled Cell tached per jamb f:;.�;:,1 '.ads into filled cell 4" Pre -cast Sill fx! i #5 bars with min. 48 bar ra overlap in filled cell. Tie all steel into continuous steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. r Install Simpson MGT into wall using9 r+ 5/8" die. threaded rod sat min. 12" \ into wet beam and (22) IOd nails into truss NTS n TRUSS; BLOCKING DETAIL AT G HI IRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 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 #11651j12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4' side laps i laps fastened with corrosion resistant tin caps and with 1.25" ring spaced G o.c. at all laps and two staggered rows 12" o.c. in fie deck to trusses using attachment detail on this sheet Additional Precast Lintel u u 11 " 45 bars Lintel Bar Clear ,4 B r- �'' ;✓T),I ���'•� CLEAR Length Length Span Bars Bars i ;:i,y,' i i• i I i 2'-10" 2'-8" I'-6" 2,43 none -4" 2'-2" 2,#3 none 81111 BF8-IB/IT 8F8-IB/2T Additonal 4'-0" 3'-10" 2'-8" 2,#3 none #5 bars CLEAR,'.i �`+►;` 4'-6" 4'-4" 3'-2" 2,#3 none no Row of "H" Block Above %' 6'-4" 5'-2" 4'-0" 2,43 none 5'-10" 518" 4'-6" 2,44 none Pretest Lintel P 9 6'_C L1_411 5'-4" 2,44 none i Additional #5 bars l'-6" T-O" 6'-2" 2,#5 none BFIL-IB/IT BFIL-IB/2T 8'-4" T-10" 1'-O" 2,#5 none NOTES: I. min. coverage of 5teel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel 15 grade X. 3. standard for reinf. ateel=ASTM A416 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window or Doo Unit Width Lintel Size Cast -Crete Specification Rows or "H" Block Above Bottom Steel Slze Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-0 BF8-OBAT 1 #5 3049 150 1024 L31 2'-6" 4'-O" BPS-OB/IT I #5 25LI 1363 "3 L45 4'-5" V-10" 8F8-OB/IT I tt5 Ilo5 goat 339 L50 5'-0" C-L" BFB-OBAT I #5 1238 835 121 LLO L'-8" T-6" BF8-OBAT 1 #5 1011 121 534 LBO 8'-0" 9'-4" BF8-I13/2T 1 #5 2 #5 152 591 512 L90 T-O" 10'-L" 8F8-IB/2T I #5 2 #5 643 530 1 401 L90B 9'-O" 10'-4" BFI4-8/2T ONE 1 #5 2 #5 1533 1183 1 401 LI00 10'-O" W-4" BF8-IB/2T 1 #5 2 #5 582 194 452 LIOOB 10'-0' II'-4" 1111"1 ONE I #5 2 #5 13LL 1028 452 LI20 12'-0" 13'-4" 8F8-8/2T I #5 2 tt5 411 420 324 L120B 12'-O" 13'-4" 811 ONE 1 #5 2 #5 1015 110 324 L140 14'-0" 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 609 259 L160 16'-O" n'-4" BF8-I15/2T 1 #5 2 #5 SOO 192 194 LILOB 1(.'-Om I1'-4" 81"1 1 ONE 1 #5 2 #5 950 1 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 1+-0" LONG ARE TO BE PRESTRESSED, Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub-F 4 M D end nails ,ttach i/L- t"lok stucco an attached to horizonti 2° framing with nails or no lose than 1-3/4" horizontal wood framm into vertical wood fir Kaycan full o vent vingl soffit installed using 1/8" dia shank x 15" long galv. roofing nails with 3/8" din. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tiej_ ' into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of Tooter 16" below finished floor Sri Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web hi -rib lath vertical wood s to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan 'r Poured Coi concrete b Poured Concret concrete Stock, Concrete, Manufacture chors Per Specs lax. Flush Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — See Tybical Stud Detail 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing mper manufacturer's Details � OL3" 0 LE 091' a m m m Stud Detail Stud w/ Die Cast Zinc N75 Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES s 24"o.c. TYPICAL ( shop drawings bg manufacturer ) is w) :3 L X a7 r O U (V L o F- a L 7 75 __ N N u �I o a3 v 0 d d ems_ CO O (T) L < W #lc Brace Gable end with 2" x 4" SYP 42 min. 8ft back nailed to bottom of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses 0 I/2" drywall with smooth finish Qa Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 1C O.C. with R4.1 ?,-foil - insulation on tgpI al 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ou Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R409.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) If r. i inni 1 MIWAlr W'Ar, Saw'MAIMI AMANAAFE VIA; OPP OAF e'*'A 0 PrA 01 so 02 IN 11 I HETA 20 FIII cell with concrete and O O FL /` (U #5 sbarpacing Vert. (typical). f� 48" unless otherwise noexceed wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET Base spacing at openings J 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xd" #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE b �.,,-., ..�' IIII IIIIIIIIIIII—IIII IIII IIII— lit,—. ,,. -IIII ;IIIIIi,, IIII lip 14"11l 111h F3 Tublcal Section at Front Forc • . Is Is d- __ •••• L0 W N t- Q,+ UQ W I- E W u-0 W oN Z�m Z f° W �v 1 W LL LLI O Q 2 FILE C01'Y ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wynne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # GARAGE 12-7-I1 Drawn THE STERLING LEFT by: C.C.U. 1i-21°I Spanish Lakes Checked bg: St. Lucie Countg Florida 14364 Picea D.R.B. OF 5 PATIO/SLAB PANEL IIA'I clrctt Description Wire Load BR Poles Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 3o 2 3 q 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 � 8 1 20 1.8 kw #12 Pump 9 10 Dr er 410 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave I5 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. PI 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 I 20 1.2 kw tt12 Clothes Washer 21 22 Recepts 412 20 1 I 20 0,81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 IA kw #12 25 26 Recepta #12 - 20 1 I 20 1.92 kw #l2 21 28 Recepts 012 20 1 1 20 #12 General Lighting 29 30 Recepts 412 - 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 I 1 20 412 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 smoke Detectors 31 38 General Lighting $02 20 1 1 20 412 Bathroom GFI 39 40 General Lighting #12 20 1 Stare 4142 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small. Appliance, C,Ircult(s)...... . .................. ... . .... Range .................. ......... .................. ....... Refrigerator ... . .... . I ............. .... . ... Microwave..................................................... Disfi. lUashen.................................................. Clothes Washer ................................................................. Clothes, .Dryer ................................................ Water Heater Water..Pump.................................................. Garage Door. Opener_ .... _ . .. 1135 3 5,205 2 1500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 I 1-00 1,200 1 1,200 1,200 1 5 000 5,000 1 4500 4,500 1 1,000 1,800 1 8 0 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 840% 1 O 10,944 Electric Heat or A/C 10,000 90% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Re ulred = 150 Amps Electrical Symbol Legend S Single Pole Switch ® Recessed Can Light Egeball Recessed S3 Double Pole Switch ® Pe Push Button Switch Exhaust Fan Ceiling Mounted Light Wall Mounted Light Light with Pull Chain (attic) Duplex Outlet ¢ Special Receptacle o- =E) UP- QFQ Waterproof ground fault circuit Interrupter ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Electrical Panel Electrical Meter Ceiling fan TQ Thermostat m © Central Vac E� QS Smoke Detector Tv Television Jack Telephone Jack nc�D,sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Q Intercom 149 CFM IOxIOX4 Covered Porch MAST R BEDRO M 1 GREIT ROO 11, 149 CFM 1 IOxI xL 1 12x12x10 1 B/A �- 208 CFM C nter Registers 1 on ceiling fan 208 CFM a �1 \ loxlox I IOxlOxl 12x12x10 B/A ---- H.B. 9 CF I 1 x4x4 sax E 711 I 1 - J Bx4x4 - - - 12 1 54 FM Vent_thi: --__ _ _ _ �i �1��;. I DINING Soffit ATH '�l 1 ROOM I ° 1' IS p 1 IBM l 21 CFM L2 CFM IJ 10 xG 12xLx1 ° " 15 CFM 2gx20 Vent th 178x4x4 - --- - --fit-- I LeI Sof 0 . 00 T I #I 1 w j Il" � I u A tic Access O I I6 14L CFM 1 with light Q 1 IOxLxG L - ---- IL - If ISO Amp L='--r�' Meter Panel 884CxF SECOND GARAGE 1 BEDROOM fm I\ 1 12x12x8 -, B/A r----------------- i I I I I I I I I I I I I I I I I I I 1 I 1 I ®= JUNCTION BOX TO SUPPORT A FAN M E C � � N f C � L 1� � Y O U T O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-0" I. 2. Use copper Provide wire only, no aluminum. and wire all required smoke detectors. 11. It Is not the Intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and all items for a complete electrical system and provide iinstall all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment t¢ be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18, All work shall be done in accordance with the IN_E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local elegtric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C lines that are thru be 19. The electrical system shall be completely and �ffecUvely run slabs must in P sleeved In gVC rounded as required b the latest edition of the 9 q by N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underu1riters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit ro tings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and Install all fixtures as called for on,the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed In or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service.) year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-I" shall be Installed !in metal EMT charge and shall include replacements or repair of any conduit. other phase of Installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 COVERED PORCH A/C disc. 150 92/0 Aluminum Peed AMP I '/:' Conduit PANEL M TE AHU 2" PVC ( FPL 2" rigid service FPL to U. c p�"La'" slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. G Install owlet or Q under disci/" N not shown clarity ELECTR1CAL FLAN Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-82S8 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart. FL 34996 UAAC000032 SCALE: 1/4" = 1'-0" Attic Vertinq Calculations FBC 2309.7 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 - 14.1( sq. ft. required Provide A Continuous Vented Soffit Wii4nne Building Corp. THE STERLIN Spanish Lakes St. Lucie County Florida MODEL: Date Drawn 12-1-11 GARAGE Drawn by: LEFT C.C.U. Checked by: 14364 Picea D.R.B. Post Light with''- � Photo cell I Revisions FILE ' o N c� N U uEi iL Sheet OF 5 H.B. Exhaust D ct Thru Sof It Wire For Front Post Light Comm # 11-219