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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and 24 ga. 5v crimp metal wood screws with self i (type 2) 30 lb felt u. laps fastened with corr spaced G" o.c. at all L deck to trusses using 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATIQN SCALE: 1/4" = 1'-0" 5v Crimp Metal roofing FL 411651.12 1 attached to plywood deck using 49 x 1.5" washer at 12" O.C. max spacing over ASTM D nent installed with min. side laps and L" end esistant tin caps and with 5" ring shank nails two staggered rows 12" o.c. n field. Attach ent detail on this sheet o '0 A. MPCZOP�CE�o� p, i'�`PpPPOJ�O \avr:AS'l t\\� 12 SLOPE],4 COVERED PORCH 5/8" thick x 8"W cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 2G 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 G" enc laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced (" o.c. at all laps and two stagggered rows 12" o.c. in field. Attac deck to trusses using attachment detail on this sheet 12 4 1 SLOPS PE C.GRESS 3 0'-0" = Finished Floor - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - 5/8 thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4" as 1'-0" Product Approval Submittal Affidavit eel sH6 hmin ALL PROPOSED) Opening Schedule Swing Doors, Overhead Doors. Sliding Doors, Windows & Skylights HE SUBJECT TO S T TEST .1EOU1'CD ERTO Opening NOA/FL Product Model I Manufacturer Glass Attachment method EspI tkspt otITA9PtA98 Type NAMHER Date MI Windows px gpcona WW mlrrll pOnsiLetL0 at max ran each caner end L o.c. thereafter through PT Buck into aoha '3 FLU 11499.2 Single Hung Series 185 doors filled CMU alll aefrovalg inn 2.5" edge distance in strict adherence ± GO psf and A IL-0330,02 Overhead Model 824/811 9'-4" max width DAB Max to eenente ettold riledcell With o ag �qr v. e. yyssna s/r x L' Hdw HLC sam encho a at 6' O.C. With 1 die. uaaMra weh nnn. ;' .1 LC 51e. Inapel Creek to huek 15/a' full Ili a GaMit 10-9-21 + 50.0/-60.0 psf Garage Door IL'-o" max height m 5/Irr x thread adisa each mamg.l.re inn or I.s' edge Mtsaw - GC to strictly adhere to product. approval ronM /IL' an row alerts. Elco 1/4" din. tapcon with min 1.25" embedment at 3" max B FLU GG14.1 Fiberglass Jeld-Wen from corners end 1�.5" o.c. max. thereafter in head and jambe. + 50.0 PSF _ Smooth Pro/ C FLU 5332.2 Sliding Glass Series 420 MI WlndoWs 0x cone W I enetratiom at max. tom each corner end o.c. ali d-maw, row thereafter throng PT Buck into solid filled CMU wall maintaining min 2.5" edge distance + 48.2 PSF - Door and doors in strict adherence to the product approval. Product TOA/FL Model # Manufacturer Attachment Method ST Expiration Design Pressure of Approved Tests RJMBER Date For CMU use (2) 1/4" x 2 3/4" tapcon with min 11/4" embedment CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF MlllilOII9 FLt 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. _ Roof FL: 1N01.12 5V Crimp2L Gulf Coast Supply ga. 5v trimp 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 Metal Roofing and manufacturing (type 2) 30 Ib felt underlayment installed with min. -q side laps and C° end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - 108.5 PSF :paced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach to trusses using attachment detail on roof eck plan Siding Stucco on Block Soffit FLA 12198.3 Model T4 12" vented Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using sofrit to battens using #8 x 3" wood screws at each truss. In10-12" +55.0/-35.0 PSF Vinyl Soffit dia. x 1.5" Iona rind shank nais witstall Hurricane 24 Gauge Global Protection Install using 1/2" dia, solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2" olc' Panels Fit 15014.2 Storm Panels Products LLC along the bottom and 13" ox. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) i THESE PLANS AND "RE SUBJECT TO A ?EQUIRED BYFIELC IfAY BE NECESSARI CUMPLY WITH ALL A O.H. 4 F Cl!"Upq�2/ Wj OA64N AFSCg9 HFRgliv FOCSN SHOO �SSNO UNT/< fNS Fp ZO�R Op� w � r �N o F4ppn6 WS S E r r H€5p®A� �ACHd rONigpC* )H14 ECORD Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11L51.12 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 1.25" 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 stucco on typical concrete 5/8" thick x 8"W cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced b o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bd nails. Substrate to be 19/32" COX Plywood nailed at G" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE ■ IMINI Mail 5/8" thick x 8"w cut , coral finished stucco bands lx 'r 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord i, ALL MANUrAC rupipg LADLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 1/2" drywall on 2" x 4" studs at l6" o.c. base -board 11 II / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR CxC #10/10 WWM on G mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts FRONT ELEVATION S CANNBti BY St Lucie Coomy SCANNED BY St Lucie Ceuf)ty ST. LUCI?J UNTy RUILD11�G�71VISION REVIEWED FOR 0 LIANCE REVIEWED Y DATE - PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE SCALE: 1/4" = 1'-0" FILE COPY 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 Budding Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: Roof Roof Pitch: 4:12 Internal Pressure C�hicient: ±O_Ie SubJectabditg to damage from: Weathering: Negligible Termitea: Vero Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1,21 x O.L = 0.126 Adjustment factor for Exposure Height: ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.GWL; 0.6DL+O.t. L Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.6 psf Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20.G/-84.0 paf 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/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? i Are Components an Cladding Detal s Provided? Yea Minimum Sal Bearing Pressure:2,500 pal, Presumptive: X By Test: pal This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD:--1-5 sf FLOOR DEAD LOAD: 10 of JOB ADDRESS: 2:12 ITCH 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden t Braden ,AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 287-8283 E-mail: bradenaia comcast. net Stuart. FL 34994 #AAC000()32 Wynne Building Corp. II II IIIIII C THE � l�J i N D S O � Model: REAR PORCH RIGHT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Revisions : Sheet 1 1 _ OF 5 Comm # i S - i S 9 08 Spanish Lakes St. Lucre County Florida FLOOR FLAN Counter top - verify type with contractor 8'-10:2" I Recess top plate Vw x 3/8"d Por steel support angle CRAS H POST D E T AII see detail on this sheet TYPICAL DOTES: SCALE 1/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proceedin with work. g steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install 6" from each end and 2. Contractor t0 STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. see angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a� a minimum 1,400 P.S.I. fiber stress. L" 1/2" drywall 4. No dissimilar metals to touch. 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 h II b 3 OOo P S I t d/or 4 000 P S I rout mix 0 Base cabinet 2" x 8" wood studs at IL" o.c. 2" x e" PT wood plate s a e contra a an 2'r," KITCHEN ISLAND FRAMING DETAIL 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with Screws per FBC R-102.3.5. Attach buck to block well with O O I/4" dia. Elco tint screws with min. 7. ALL wood in contact with concrete shall be pressure treated. 11/4" penetration at 12" o.c. max and 4" max from each corner thru 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %' Exterior face 2" x L" PT Buck 9. ALL plumbing fixtures to be low flow. of wall 10. Contractor to Provide Drain at water heater in accordance arias with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 48 wood screws thru jamb into buck 2 %2' 2%2° at each hinge and 15" o.c. max and handicap accessibility requirements. , „ Detail at Door prior to door attachment 12. Lowest finished floor to be set bg Governing Building Department /' 6" NTS, surveyor t0 Set In field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND BILL 14. Door between garage and residence shall be I-3/4"t 20 min. rated door NSTALLAT ONRIOR TO SUCK Install windows thru buck into Water Heater block with alW' tap -con with 1 1/2" penetration at 6" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification or not greater than 200 per FBC R302.9.1 from thereafter ones and a 0." o.c. .camax. 16, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per BC R302.9.2 Exterior face at head and sill per product approval 17. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 7C Varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R311 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C475, C514, CL30, C931 "x4" P.T. Buck nailed to C460, C1002, C1047,C1177, C1178, C1278, C1395, or C1396 and shall be installed Detall at Windows prick with case hardened Wade according to the following: (FBC R702.3.5) rear to window attachment Masonry Beam NTS I" x 6" P.T. Buck nailed to Drywall Framing Max. spacing Nail sizing options for block with case hardened nails Thickness Location Orientation Member of fasteners installation of drywall into prior to door attachment Spacing wood framing members Install SGD thru buck into Maximum Nails Screws 2" x min. thickness block with 3/I4" tap -con with CeilingPerpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max 0.098" diameter x 11/4" long thereafter at head per product approval annular -ringed or 5d cooler nail �2 „OR Walls Either 16" 8" I6° 0.080" dia. xx 1 6/8' long with Direction I6/64" head p O O Use 3/14" tap -con with OR 1 1/2" penetration at 6" o.c. max. Ggpsum board nail 0.084" dia. from each corner and 20" o.c. max x 15/8" with 9/32" head. thereafter at sill per product approval Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head OR I" x 6" P.T. Buck nailed to 0.098" diameter x 1 3/8" long block with case hardened nails annular -ringed or 6d cooler nail Head prior to door attachment Walls Either IL" all161. 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0,0915" dia. fixed door x 1 -1/8' with 19/64" head. sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.G, ry Masonry Wall A108.1, A118.1, A118.3, A13L.1 and A131.1I 1/2T' = 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed block with trod tap -con with S l l I n D o c r D e t a i l from penetration at ." max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics g from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompan4ino smoke thereafter at Jambs per product approvalJamb developed index not to exceed 490 when tested in accordance with ASTM E 84. At Masonrg Wall NTS Insulation shall comply with F.B.C. R314. Window Schedule Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11151.12 Mark Size Rough O en. window Description PRESSURE ZONE 26 ca. Sv crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D I. 4' S'/e"x 4'-t %a" 54Ye"x 54Ya" Single Hung ZONE 4 (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 2, L' 2A"x 5'-3 %" 15" x 63 %," Single Hung ZONE 4 spaced 6 o.c. at all laps and two staggered rows 12" ox. in field. Attach 21 2"x 38V Single Hun deck to trusses using attachment detail on this sheet 3. 2 2' x 3'-2/= 9 9 ZONE 4 4. 3' 1" x 5'-3%" 38" x 43'4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint Simpson HETA 20 or equal n muIIIons per elevations. hurricane anchor each trues 12 1 1 With (10) IOd x I /2" Wade PRE-ENGINEERED TRUSSES LL Windows to Withstand pressures in permit info box on sheet I ( 24" o.c.) supportmg Max. 4 at 24"o.c. TYPICAL ALL Windows in bathrooms to be tempered 18101be. uplift (shop drawings by manufacturer) Al roug opening dimensions to be verified by contractor wl h man facturer s specs prior to construction Aluminum Drip -� R-30 biown fiberglass D Oor Schedule Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish M rk Size Rough Opening Door Description PRESSURE ZONE 2" x 6 Sub -Fascia Two rows of beam block filled with concrete " " and (l) 45 bar cont. in each row. Substitute 9'-0" X �'-O" 108 x 84 Overhead Garage Door ZONE 4 Kaycan full o vent rin9l soffit installed precast lintel filled with concrete and (l) #5 3'�O" X L'-8" 41"%a" x 83e/a" Fiberglass Panel - Inswing ZONE 4 using 1/8" die shank x 15" long gals. bar coot. for bottom row over openings Free batae roofing nails with 3/8' dia, head per C jO" X V-8" 14" x 81 /2" or rec.« Sliding Glass Door ZONE 4 product approval -see chart sheet #1 1/2" drgwall over I" x furringg strips at 14' o.c. with R4.1 fr far 2'=0" X 4'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %2" insulation on typical 8" Block walls 7'-4" X L'-8" Solid Core - Wood - L-Panel 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. S'r0" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold bo Mortar to be Type 'M only proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. G 2'14" x C-8" x 1 %," Solid Core Wood, Steel, or Masonite Door 12" Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) T-8" X C-8" Solid Core - Wood - 6-Panel #5 bar vert. w/ 30" overlap Fill cell with concrete and 7T6" X C-8" Solid Core - Wood - L-Panel - Bi-Fold T-1 A'I T-1 /2" uu uur-----1U11_2JI I I IUu EGRESS E 13' -111, O o O Filled cell under P O P C H - girder above WIRE LATH t STUCCO O CEILING b- � Ni MASTER ° O BEDROOM o c °' OE EEI I I O El I I EE uV C v A&S'-O" A.F.F. E a Flat Ceiling I E N Vanity to be O I O 3NV 7�4 Y2"high O Rod t Shelf Vaulted Ceiling 19 E E GREAT' I ROOM r (inI 1_ J ° LOS T I a I IV I E H.B. E Rod t Shelf N n av m n ❑ 3 -4 32" DRYER ASHER W I E O a 9' S" o LAUNDRY I O Elio Lin N 8'-O" to r Vaulted Ceiling ° O DINING Vanity to be 0 34 y2"high ROOM O rn 42" I I I 18 inT counter tops to 3/8" thick steel II v- overhang wall LS" I E O 3„ counter top supports J eq. eq. coun er tops to E O 6 over eng weI.5" " pa PANTR CAB Q 3 - - - - U 0 le +41" high wall O ° I DW I SECOND E o BEDROOM KITCHEN 1 1 A.F.F. 8'-O" to 9'-8" A.F.F._ W I Flat Ceiling r O I Vault d Ceiling m 0 Upper - cabinets to 6 r extend over Ref. I tl- E I MICROWAVE I = REF. NON-V NT 12'-838" CLEAR H.B. OPENING L - _ _ - - _J = m a- O R-II Bette Inwlation O O Provide auto G W.H. N m ® THIRD closer 4"4 Steel Ballard detail this E BEDROOMSee on sheet Ci � >I F 22" x 54" I O r I I Q � I AtticAccess Alight N _ A.F.F. 4 g - 8'-O" 01 L - - - - - Flat Ceiling - 8'-0" A.F.F. if v a Flat GCelling J �4R,4G Of J m 00 O MT E R-II Betts Inwiation Provide auto 1 1y I50 Amp closer Panel EMERGENCY r-----------------i EGRESS I I i+l I I B i I I p I I I " I GOLF CART' GARAGE I I I 1 _!J ITIll 10 00 A at each filled cell Wood (1) 45 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for Verify attachment hole location with GC Prior to fabrication P 3/8" thick ALL Exterior doors to withstand pressures stated In permit info Base spacing at openings b X On sheet 1*1 6" steel bracke 4" concrete slab with fibermesh OR ARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL over L"xL" an coin WWM to L and Visquetreated c termite treated fill lean compacted t WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 3 A I rough o enin dimensions to be verified b contractor Grade ��- wl h manufacturers specs prior to construction =1 I tit m fi t` _ 111 i 1 I 1 I 1111_ '' !=1 I I I III 1III=1 11=1 I ! �' -1 1 1 1-1 I I l l 14" x 14" Concrete footing �/ j� j /� 14e with (2) #5 bars cont. and #5 T I I I C 1`''t LJ' E C T 1 O N transverse bars at 48" o.c. Scale : 1/2" = I'-O" TME1eeIle.- Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners Coconut Avenue THE THE I I I j j� I IDS C TelS.E. Tel : (l72) 287-8258 W I I V Spanish Lakes Fax : (772) 281-8283 E-mail: bradenaia comcast.net St. Lucie County Florida Stuart_ FL 3'499L #AAC000032 Block wall garage to 1 struck bloc) 13'-O" 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 2'-8" 9'-0" A2'-8" FILE CO O a - I in Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Pt = 14,024 Under Roof Total = 2,484 sq. ft. MODEL: Date Drawn Revisions : Sheet Comm # 5-9-11 REAR Drawn by: 2. l _ 1 sq PORCH C.C.U. RIGHT Checked by: D.R.B. OF 5 12" x 12" concrete column block filled -with concrete and (2) #1 bars Vert. tied _011 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. II. 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 ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE Is. ATTENTION OF THE ARCHITECT. 16. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-i/2" RECESS FOR OVERHEAD DOOR 11. FOuND�710N FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) -7, 47 PSF WIND VELOCITYI = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="CC" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTU AL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE: PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN C NTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATD. 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 2F00 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. V erif g all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 95 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to S'—ll" 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 ant other condition used. Foundation walls shall have filled cells at 2-f" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Surveg — Form Board Surveg to be provided to Truss Company prior to truss construction -1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing Steel Shall be grade (0, meeting ASTM A-16 and A-3S 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. #5 bar Vert. w/ 30" overlap SEE TYPICAL at each filled cell ECTIONS 4" concrete slab with fibermesh OR OxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade -111I III 1411w x 14"d concrete monolithic footing with (2) #5 bars cont. Thicken edge to 8"x8" with concrete and one #5 bar continuous a SCALE; 1/4" = 1'-0" FOOTING SCHEDULE MarkI Size Description pl 14% x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS 9 1211W X 14110 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x I6"D COLUMN FOOTING WITH (4) 95 BARS EACH WAY e"W x 8"0 THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB a 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on Iq mil Visqueen over ted termite treated fill PORCH SLAB EDGE DETAILI SCALE 1/21 = 1'-0" 14" #5 bar Vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = I'-O" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 1. 6 x6 #IO/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. 6"x6" #10/10 WWM on 10 rii Visqueen over #5 bar in curb\ clean compacted termite treated fill #5 bar coat. . o, - o r. F-. jt-� Grade Z Q _ 7 7 �7 E — III— 10" (2) #5 bars cont. bottom steel III 14 w x 14"d co crete monolithic —II I— III —III' footing with (2 #5 bars cont. 12" 14" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = r-o" GARAGE CURB DETAIL SCALE 1/2' = l'-O" 12" x 12" concrete column block filled with concrete and (2) bare Vert. tied into linteliss above Verify house slab 4" concrete slab with fibermesh OR height in field 6"x6" #10/10 WWM on 10 mil Vls over Visqueen q Top of rooter clean compacted termite treated fill 14" below finished floor #5 b r cont. IL" — _ _ =10 1 3O"x3O"xIC �� concrete = column footing With (4) l i_� #5 bar§ each way #5 bars ont. bottom steel 3F3O 12" �j COLUMN FOOTING DETAIL DETAIL AT 9" GARAGE ST ;PDOWN SCALE 1/2" = II'-O" SCALE 1/21' = I'-O" 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. 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 NTS iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 3*5 From Footing To Beam Each. Filled Cell Masonry Column With One Conic. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Conic. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS c r 5'-3" ..__ .... - - --- - 8'=10Ys" 12" 8'-10?2" 1? EEi I I EO 1 y EE 00 ° E ---- — — FI — —— i °ELT i I FI I o I 24" I E i- Filled cell under girder above I FI IFJ Rear Porch Slab to O be poured separately 1 W F4 01 p E from House Slab. O ILI NI � t I E I Thicken footing t� 24"w x 14"d x 24"L U0C I under filled cell under girder bearing. I EIx EE EO O O 00 W CID — FI N FI E 1 ui I Rear Patio/Slab to E be flush with bottom of I sliding door recess. E Slope 1" I E I I t- i I� O I I i t- FII� I ° IE I EI I I 4" concrete slab with fibermesh OR H.B. I 6"x6" #10/10 WWM on 6 mil Visqueen over E I clean compacted termite treated fill I �a� m E I® I Q d I _i I FI DRYER ASHER EI I IE Ii F- 1 ° IF I t- I '- I F- iE I I FI I o I I EI i IE I v -i I O�I DW I m u o _ FI 4" concrete slab with fibermesh OR I 6 x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I E I MICROWAVE NON --VENT 39'RCLEAR OPENING I O° H.B. I I 4"0 Steel Ballard I See detail on this sheet 1 F\u W 1 1 I I > of 1N IL I I AiC I I I W I Me I F6 FI o I I F51 on either side of house field verif 1_ — m F service location FET 0 1 I E r--� ----- — I E .n E I w F51 0 l N I O I N 14 Step FILL C010Y °- I I Z 1 I r -4 F5 F I ° I I - 6 I I L------ �--- I F o I F5 L----- I � —� � _ —" E — ---I O OE O 1.5" Recess for E ED OE O 1.5" Recess for E DO arage Door in arage oor 9,-0„ 2,-8„ 61-411 2,-8„ q,-C„ 2,-8„ 35'-O" Braden t Braden Ai PA BArchitects - Planners 411 S.E. Coconut Avenue Wynne Building Corp. T H E i N I) SC Tel (172) 287-8258 w Spanish Lakes Fax ("112) 2 8,-8283 E-mail: bradenaia comcast. net St. Lucie County Florida Stuart. FL 34994 #AAC000032 _ MODEL: REAR PORCH RIGHT Date Drawn : Revisions Sheet 5-9-11 Comm 1* Drawn by: C.C.U. 3 Checked by: D.R.B. OF 5 WEI WWI Ke Area Edge Field Fastener Pressure Zone I 6" 6" ed ring shank .45 psf Zone 2 6" ed ring shank "ib psf Zone 3 4" 8d ring shank e4 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf Verify with Plan Concrete /Lintel r--------- ! Provide 11:5 bare with min. qe bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel. Provide Cast-Crete- 8U8-OB/OT precast -- lintel set In mortar _ Min. 8" Bearing -- -- --- iLU n W—V Nickel ci/I 12"x 12" lumn Block \� I Reber Reber 48 Bar Dia. Min. Overlap Column to hInt&l Attachm�nt NTS Provide #5 bar set in pre -cast ROOF F T ,4 SCaI' lintel into beam where length of the ooenina calla for it. i u Provide PT Buck attached per iamb letada into filled a 4" Pre -coat Sill \ - Overhangs at I -O unless otherwise noted on - Roof pitch at 4:12 unless otherwise noted on t - Truss shop drawings to be provided by manufac - Any changes to this plan shall be submitted to Z architect for approval in writing prior to starts - ALL TRUSS TO TRUSS CONNECTIONS B TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Priol Poured Filled Cell to construction for layout and uplift verif icatior - Contractor to provide for Form Board Survey --T Form Board Survey to Truss Company prior to Provide its bare with min. 48 bar diameters overlap in Felled cell. Tie Filled cell steel into continuous Tooter steel. HETA 20 Strop truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' ilia, threaded rod with min 12" embedment ,,, ,•„ Into beam either wet set or in epoxy with C crate Anchors Per Ma ufaeturere Space gul Poured Concreteor � � concrete block .all I/4"Max. Concrete Footing (see footer schedule � for exact sizes) 4� � L� � DETAIL AT WINDOW �PENING IN AI"minPanel � I 12 0 �' `' � �, I 5izaa per manufacturer Scale: I/2° = r-o° "'F CBS WALL 1 vy bee Typ¢el Stud Date[[SLOP � QL is I 1 a7 Din L b i BI I 19'-7" Ill `o 'a SINGLE PLY REAR GIRDER TRUSS l/a" x 3B4" Wing Nut w/ i 9 appropriate washer and spacing U � i o per manufacturer's Datetle � U frm Gen a U .OG3' � N O O Ned 2" x 4" blocking to vert. leg of 091N � e trues with IOd x 1.5 Walla at 4" o.c. i is = L X W BI cn to ry v Install Simpson MGT Into wall using-- r+ m 5/8" ilia. threaded ri�dd set min. 12" into wet beam and !22) IOd Wads to tress ..i s L22 I � I ,G,G• Q � Q a VA ED IARE L � I Stud Detail 1~LI - Poured Concrete or I wrs O N N N Q concrete block well \ I Stud w/ Die Cast Zinc �S � PlatedWingNutC Concrete Anchors Per ,.. TRUSS LOCKING DETAIL Menufeciurers Specs 1 �� U—W W _ (, `°_' AT GIRDER STRAPPING Co � 1q-- U (U e if` AT CENTER BEARING POINT Flush Mounted shutter Detail `-' � 7/8' thick fight textured stucco Installed per ASTM C 92G over ASTM D type 2 paper backed wire lath Walled to substrate through one layer of ASTM D Tyype 2 felt paper using ed Wade. Substrate � to be 19/32' COX Plywood Walled at 6" o.c. in field and edges with IOd ring shank Wads into etude. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL tt11,1651.12 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 Halls 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 bare � Lintel Bar Clear A B "' '•'" CLEAR Length Length Span Bars Bars 2'-10" 2'-8" 1'-C 2,43 none 3'-6" 3'-4" 2'-2" 2.43 none 8F8-OB/IT 8128-IBAT 8F8-IB/2T Additional q'-O" 3'-10" 2'-8" 2,43 none tt5 tiara _ CLEAR q'-6" q3'-2" 2.43 none ..." me Row of "H" -� '•::4 " Block Above 5' q„ 5' 2„ q'-O" 2,#3 none 5'-10" 5'-8" 4'-6" 2,44 none k'J4 Precast Lintel r -4" 2,44 none Additional 1L___.0 45 bar$ y,-__� ar " 7'-O" 6'-2" 2,45 none BFIL-IBAT BFIL-IB/2T „ 7,_1O T-O" 2,45 none NOTES: I. m. coverage of steel=1.5" ALL reinforcing steel is grade 60. 2.in min. bearing required a ea. end=a" 3- standard for reinf. steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) o LINTEL SCHEDULE Mark Window or Door Width Lintel _ Specification Rows of "H" Block Above Bottom S12O Steel Sirs Max Gravity IPLF) Max. Uplift (PLF) Max. Lateral Load P F) L22 2'-2" 3'-4" 8111 I tt5 3049 150 1024 Lai 2'-0 2'-e" 3'-I" 4'-O" 8F8-OB/IT I tt5 25L1 1343 10 1_95 4'-5" 5'-10° BFe-OB/IT I 25 1105 909 339 L50 5'-0" L'-L" are-OB/IT I 95 1238 835 721 LGO L'-8' i'-L" 8F8-08/IT I $5 1011 721 539 L80 8'-O" 9'-4" 81111 I tt5 2 $5 152 591 512 L90 9'-0" 10'-G" 8F8-I5/2T I $5 2 $5 03 530 401 L90B 9'-0" 10'-4" 8121I6-I15/2T ONE I tt5 2 tt5 1533 II63 401 LI00 10'-O" II'-4" 8F8-IB/2T I tt5 2 25 582 494 452 LIOOB 10'-0" II'-4" 9111 ONE I its 2 tt5 1364 1028 452 1_I20 12'-0' 13'-4" 8F8-IB/2T I tt5 2 tt5 411 428 324 L120B 12'-O° IS' -4" BFIL-IB/2T ONE I tt5 2 tt5 1015 110 324 LNO 14'-O° 15'-4" BFIL-IB/2T ONE I tt5 2 35 1250 409 259 1_I60 IL'-O" I7'-4" 8F8-I5/2T I tt5 2 tt5 300 192 194 LILOB IL'-O" I7'-4" 81=I6-I5/2T ONE I tt5 2 tt5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETIFt- - LINTELS SHALL BE FILLED SOLID WITH 3000 P61 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. 12 Simpson HETA 20 or equal � -4hurricane anchor at each trues with (10) IOd x I I/2" nails ( 24" o.c.) suppporting Max. 18101ba. u Idt Aluminum Drip Edge & Fascia Flesh and Counter " flash Nate ledger to gable end truss with (2) IOd ds at each web Aluminum Drip Edge t Fascia I I/2" thrc stucco on 3/e" hrrib loth attached to horizontal and vertical woad 12° framing with Walla or staples to provide no less than I-3/9" penetration into 21, X 6' $ob—FASCI horizontal wood framing and 3/4° penetration into vortical wood framing members Keycen fill o vent vingl soffit installed using I/8 ilia shank x 15" long gale. rooting nails with 3/e" ilia. head per product approval - we chart sheet ire 12" x 12" concrete column block filled with concrete and (2) tt1 bare vert. Ued_� into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND Top of footer 16" below finished floor J 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 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 a Slope per foundation plan Wood Base IIII I I I I I I III 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 II ;IIII= I�i� 14" _IIII �il„111�11 Ills ' �3 Tuplcal S�ctlon Brace Gable end with 2" x 4" SYP tt2 8ft back Welled to bottom of top chords using (2) IOr Walla at each trues PRE-ENGINEE1RffiD U � 0 24"o.c. TYPI ( shop drawings by mat \ R-30 blown fiberglass in bottom chord of trusses -I/2" drywall with smooth finish Two rows of beam block filled with concrete _and (I) #5 bar cant. in each row. Substitlr precast lintel filled with concrete and (U tt1 bar cont. for bottom row over openings I/2" drggwall over I" x furrin strips at 16" o.c. with R4.1 Prfod -Insulation on typical 8" Block walls All drywall to be installed per FBC R-I( and shall meet all pertaining ASTM code Mortar to be Type "M" oneyy proportional and Mortar points shall coin�ly with FBC Provide Dur-O-Rock at all wet areas FIII cell with concrete and (U #5 bar veil. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermeah OR 6"xG" tt10/10 WWM on G and Visqueen over clean compacted termite treated fill Illlllllllllllllillllll FI at front fi orc Scale I/2" = I'—O" r rvnue uuwnapw. ' hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift .E C0; Provide downspout Simpson PANEL i'A" circ# 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 30 2 3 4 Rene #6 12.0 kw 50 2 2 30 4.5 kw #10 40 gal. water HTR 5 4 l 9 g 10 2 1 20 1.8 Ike #12 Pump Dr er 910 II 13 12 14 1 1 20 1.5 kw #12 Dishwasher #12 Jkw20 1 20 IS kw #12 Microwave 15 16 Refrigerator #12 I 1 20 1.5 kw 412 Kitchen S.A.C. m IS Recepts 412 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 1 0.81 kw 1 412 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw #12 25 26 Recepts 412 - 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 15 #14 General Lighting 29 30 Recepts #12 - 20 1 1 15 #14 General Lighting Si 32 Recepts #12 - 20 1 1 IS #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 15 tt14 General Lighting 35 36 Bathroom GFI #12 - 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I 1 20 #12 Bathroom GFI 39 40 General Lighting #14 I5 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting (3 watts sq. ft.) Small. Appliance, Clrcult(s).. .......... ......... ........... .Range ......................................................... Refrigerator„ ............................ .................... Microwave Dish . Washen................................................. Clothes Washer Clothes_ .Dryer ................................................ Water Heater Water, Pump .................................................. Garage Door, Opener ........................................ 1135 3 5,205 2 1 1 1,500 3,000 12,000 12,000 1,200 1,200 1 1500 1,500 1 1,200 1.200 1 1,200 1200 1 1 1 1 5,000 5,000 4,500 14,500 1,800 1,800 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 940% I O 10,946 Electric Heat or A/C 10,000 945% 1 10.000 10,000 Calculated Load Watts 30,9LL Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Eyeball Recessed $3 Double Pole Switch ® Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mount®d Light Wall Mounted Light Light with Pull Chain (attic) Computer CoAnection Jack Flood Light Electrical Panel Special Receptacle o- "'B Waterproof, ground fault interruptef ® Floor Duplex Outlet © r-cii-1 Carbon Monoxide Detector TO Thermostat m ® Central Vac rc":� Electrical Meter Ceiling fan ® Smoke Detector © Television Jack ❑t Telephone Jack ,C DISC A/C Disconnect 2 x 4 Florescent Light Intercom ® I x 4 Florescent Light ® sPKn Speaker Hook-up ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11, ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. l6. Contractor shall For all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, arhd shall meet all standard requirements of the local electric utility and telephone company. #2/0 Aluminum feed 114• Conduit -� 2" PVC ( FPL 2' ELECTRICAL shall use AL-CU shall torque lugs I #6 Capps f wire cant. rebar in slab RISER luga. NTS 19. The electrical system shall be completely and effectively grounded as required by the latest edition 0f the N.E.C. 20. All material shall be new and shall bear and rwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit outings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMI ;02 O= THERMOSTAT LOCATION SCALE: 1/4 _ Braden t Braden ,AIIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 3,4994 #AAC0000�2 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install oulet under disc. - not Shown for clarity AiC i R MASTER BEDROOM l I LW � I I r.Kri CLOSE I PORCH 49 -0 WP GFCI S CM DRYER EA LAUNDRY I\ UE SECOND oil S€ BEDROOM, / I I / I / I THIRD BEDROOM.---s� i I / / Apt' �C I U FCI f� Q �j 150 Amp Panel GFCI r--------®_ 1 Garage Door Opener GOLF CART GARAGE GFCI I I I GREAT ROOM DiNINGrt ROOM V rcl - - If-- / CAD R I I11VV���` VVII GFCI O <� 1 T I 1 1 I KIT�HEI 4Pc rJICRQWgqVE GFCI / REF. NON-VEAT� / 38' CLEAR O / BNING J GFCI GFCI / Fcl 4"0 Steel Ballard / \ See detail on this sheet �i> 1 r --- i I 22" x 54" 1 =i s ,.at�Acc ess �4� 1 ---�� ® 1 �} � 1 4 OPTIONAL PANEL SJ LOCATION GARAGE L GFCI \ /f-B \ I / tight \ to comer \ \ GFCI / r-------�--------1 / 1 Garage 1 / I Door I / I Opener I / 1 1 / I I I I I GFCI to gage lights I 1 / 1 1 1 - ELECTRf C/4L FL;4\ -----, Post Light with O SCALE: 1/4" = li-O" Photo cell Center Post Li lit Attic Ventina Calculations Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Ratio 1/150 = 18.00 sq ft. required Provide A Continuous Vented Soffit Wynne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT between drivewage Date Drawn ; Revisions 5-9-I1 Drawn by: Checked bg: D.R.B. FILE COP, e W re For Front Post Light Sheet I Comm # OF 5