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HomeMy WebLinkAboutBUILDING PERMIT APPLICATION26 d go. 5v crimp mete woo screw& with self (type 2) 30 lb felt laps fastened with cc s aced L o.c. at all -L a. •.....-. ....-� iehed to plywood Zack using #9 x 1.5" r at 12" oi max spacing over ASTM D installed with min. 4 side laps and G" end int tin caps and with 1.25" ring shank nails staggered rows 12 o.e. in field. Attach a.+.. ,.., +1...1...+ coral finished stucco bands 5/5" thick cut coral finished stucco bands LEFT ELEVATION 67 ST. LUCI COUNTY BUI REVIEWED FOR_COMPL PLANS ANC -PE SITE OR NO IN SCALE: 1/4' - 1'-0' DIVISION WILL BE MADE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" Woo d screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt undorlayment installed with min. 4 side laps and G" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails /spaced 6 o.c, at all laps and two stagggered rows 12 o.c. in field. Attach deck to trusaes using attachment detml on this sheet 5/8" thick x 8"1 cu coral finished stucco band Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 8IIL51.12 2L ga. 5v crimp metal roofing attached to plymood deck using #9 x 1.5" od woscrews with self sealing washer at 12" oi max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1,25' ring shank nails spaced L" o.c. at all 1%! end two�staperedL rows L 12' o.c. in field. Attach stucco on tgpicai concrete of o �rnr.r. 1i L.Vi ur block construction finished stucco bands ELEVATION / �I NOTES: I REAR ELEVATIONY� T Ij O I �l I �l O T� s, SCALE: I/4" - I'-O' Overhangs at I'-C" unless otherwise noted on Roof Flan Roof pitch at 4:12 unless otherwise noted Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' oi max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and (V and tape fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced L o.c. at all laps and two stagggered rows 12 o.c. in field. Attach dpeck to trusses using attachment detal on this sheet FILE COPY 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using ad nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 SLOPE 14 SLOPE 14 1a° 5/8" thick x 8% cut H.oral finished stucco bands L �5/8" thick light textured stucco on typical concrete block construction 111ML01111 RIGHT ELEVATION SCALE: 1/4' - 1'-0' Product Approval Submittal Affidavit OP@Inftfta8olhednle swine naosy. Ovocti ad Door, eadlug Haan, 11loademe k QPi•nti � MA/ft NUMIM Product Model Manufaaturer (ilea Attachment method tion Da Design, 1Pred ure APPro� Tests IZ-3 !4 FL# 239.3 Sin le Hun g g SH-700 Impact POT 5/IL" l/a. tapea�ra i epproveL/ConitraL�•twias�ialloadhere to per psi uc r�ei. edge distances speafisd in Product approval + 80.0 Par - A I6-0330.02 Overhead Garage Door Model 824/811 i' O"mna"ic I�wtghlit DAB `"�Vert e x t• s ae - wT� ' se. uwinsisms 10-9-21 + 50.0/-LO.O psf B FL# 1404.1 Fiberglass Design Pro/ Smooth pro Jeld-Wan Elco 1/4' dia. to on with inn 1.25' embedment at 3' max from cornea and 1�.5' oc. max thereafter m head and jambs. + 50.0 PSF - C FL# 251.5 Shdin Glass g Dag Serves 110 SGD PGT I" nom Tye "G5A" 1/4" dis. to cons a/ min. I 3/.{" enotratian to e apaead per product approvals Caoiitreet9 shall are to sin. 2 I/2 edge dmtanees speafnd m roduct approval + 40.0 P8F - Product NOA/P4. NUl®ER Model Manufacturer Attachment Method Date of AOR"ad, Uft Mullions FL# 241.1 I" x 2 5/4' x .315" PGT I"tall per fastener tgpe and apacinga shown in Table IA and 115 sin product approval on sheet 5 of 32. ± 58.0 PSP ROOF FL# IIL51.12 5Y Crim p Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crns� metal roofing attached to Orood deck using $9 x 1.5" woad screws sash selr waling masher at 12' a.. max seeing over ASTM D (type 2) 30 Ib felt underlagment installed with inn. 4 ode"laps and L' end lops fastened nth corrosion resistant un ceps and with 1.25 ring shank nwla spend L o e. at all laps and two stee�aprir�ed raw 12' o.c. infield. Attach deck to trusses using attachment data on rod plan - 108.5 PSF SWIng Stucco on Block soffit FL# 12198.3 Mode) T4 12° vented Vinul Soffit iCaycan Install using 2" x 2' battens at L' o.c. screwed to soffit framing using #8 >S 3 wood sc two at each truss In tell soffit to battens using +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 0 1.9 Y .H. Q on❑ 5/8" thick x 8„ w cut coral finished stucco bands = Finished Floor Finish Columns wlth 5/8" thick light textured a1a 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction 2" x 4" top plate ~ I/2" drywall ceding ontruss bottom cord I/2" drywall on " x 4" studs at IL" o.c. FRONT ELEVATION -I I -I I- a ImI Iw-I ICI ICI ICI I[;I ICI ICI III ICI ICI ICI 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. 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 Reudentiah Lth Edition and ASCE 1-10 for Wind Loading Bowls D iat Enclosed Risk Catego"ry. II Wind Veloaty: IL5 mph ultimate Mean R4 oMeeight: II'-O' Roof Pitch: 4:Is Internal Pressure Coefficient- tC_IS "jectabdity to damage from: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: '- ' Wind Speed: -MA -mph ultimate WWTd� Exposure Clasmficationm C 1.21 x O.L - 0.12L Ad lwtmerlt factor for Exposure Haght: A�Diag�1 Load Combmatwn ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; OA L 6WL Components t Cladding Wind Pressure (NET) Rod Zone. I. +20.1,/-32.6 pat Rod Zone: 2. + pp,L/-51.0 psf Rod Zone: 3. +�O,0-84.0 pat Components I Cladding Wall End Zone Width: A'-4' Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. + 5.8/-41.8 psf Components I Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3p•f Shear Walls Considered for Structure? I#* Continuous Load Path Provided? Yes Are Components an Cladding Dett s Provided? Yes - Rod Zone I Walls Zane 4 - Roof Zone 2 Walls Zone 5 END ZONE base -board I II / 2" x 4" P.T. bottom plate ESEETR-:OD:OU imi be" sermg rreaaure: , rresumptivs: +c 0�19 p« ISzltr APPROVAL F R IMPACT P OTE TIOO E IN 5 Was Z�Z3 • 4" concrete slab with fibermesh OR G"xG" #10/10 WWM on L will Via union over clean compacted termite treated fill Interior Non -Bearing Partition nts ROOF LIVE LOAD: 31_ psf ROOF DEAD LOAD: 10 psf JOB ADDRESS: \�o o FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verifg ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 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. 5. 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 6. Drgwall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibilitg requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door 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 i" x 6' P.T. Buck nailed to Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall complg prior to door attachmen with F.B.C. R314 - see permit info box of code edition 18. G sum board materials all c ASTM C36 C19 15 C51 6 O 9 I yp h conform to A C4 4 C 3 C 3 C960, C1002, C1041,0111, C1118, C1218, C1395, or C1396 and shall be installed according to the fallowing: (FBC R102.3.5) Drywall Thickness Location Orientation raming ember Max spacing of fasteners Nail sang opUona for of dr wall into Spacing Maximum installation wood framing mein are Nails Screws 2' x min. thickness Ceiling Perpendicular 24" i" 12. 13ga 1 3/8" long with 19/64' head 0.098" diameter x 1 1/4" tong /2 annular -ringed or 5d coder nail 0.080" die Rx 1 5/8' long with Walla Either IL" 8" 16" Direction 15/L4" head OR Gypsum board nail O.OSL" dia. x 15/8' with 9/32' head. Perpendicular 24" I" 12" Mile 115/8' long with 19/L4" head 0,098' diameter x 1 3/8" long annular -ringed or Ld coder nail ECeiling Walls Either IL" e" IL" 0.092" dm.xx 1 i/8" long with Direction 114" head OR Gypsum board nail 0.04115" dia. x 1 1/8" with 19/G4' head t 2 h Install SGD thru buck into block with 3/10 tap -eon with 1 1/2" penetration at L" 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 apLrcrc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall complg with F.B.C. R316. Gulf Coast Supply and MPG Sv Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4m side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced I' 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 hurrrc ne) anc or at each truss with PO) 10 x 11/2' nails f 24' o.c.) supporting Max IBlolbs. uplift PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip �-" r� \R-30 blown fiberglass Edge t Fasera \J in bottom chord or trusses drywall with smooth finish 2' x L" Sub -Fascia Two rows of beam block filled with concrete end (1) #5 bar cont. in each row. Substitute Kagcan full o vent vm11 odlit installed precast lintel filled with concrete and (1) #5 umn I/8' dia shank x 1.5" long gale. bar cunt. for bottom row over opening& roo�ng nails with 3/8' die. head per product approval - we chart sheet s1 1/2' dr well over IN x Purring strips al 16' o.c. with R4.1 ?II -foil insulation on t pical 8" Block walls 5/8" thick light textured = All drgwall to be installed per FBC R102.3.1 stucco on typical concrete Tand shall meet all pertaining ASTM codes, block construction ao Mortar to be Type 'M" only proportroned per FBC RLOiJ and Mortar ,fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tuba etc...> #5 bar vert. w/ 30" overlap Fill call with concrete and at each filled cell !U #5 bar vert. ftgpical). Max spacing shell not exceed Wood 48" unless otherwise noted Im Base see foundation plan notes for spacing at operangs 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade '��I,,IIIII � �� III IIII;IIII Illii III - 14' x 14" Concrete footing with (2) #5 bars cont. and #5 TYPICALSECTION transverse bars at 48" o.c. - Scale : 1/2" = 1'-5" CRASH POST DETAIL N.T.S. 34" high bg 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) C, 42'�A" Z. Head fixed door sliding door f n:, AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2' VTR I I 1 21 VTR J Master ��� iL Beth I I ILev I 2' I Lev. 1 NI_ ( 2" VTR I JL aG I I I 2. str. Kn. Seic 1 I Kitchen 2, I I I i' W.G. Bath #2 shsr. i' C.O. To soptie PLUMBING RISER I" x L" 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/I4" tap -con with Sliding Door Detail 1 1/20 penetration at L" O.C. max. from each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval jamb window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5%s"x V-3'/e" 54%"x 63%4" Single Hung ZONE 4 2. 6'-2Ye" x 5'-3 Ve" 15' x 63 i4" Single Hung ZONE 4 '-2" x '-2 1/2" 1 21%2x 38%" Single Hung ZONE 4 4. 4'-VIs"x 4'-2ie" 54ie"x W." 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening- Door Des cri tion PRESSURE ZONE A 4'-O" X 1'-O" 108' x 84" Overhead Garage Door ZONE 4 B 3'-O" X 6'-80 41'/1'x 83N, Fiberglass Panel - [naming ZONE 4 C 6'-0" X 6'-80 14" x 81 '/," dr''°,,,°i"'`°" Sliding Glass Door ZONE 4 D 2'-04 X 6'-e' Solid Core - Wood - 6-Panel -BI-Fold Finished 24' x 81 i2" E 2'-to X 6'-8" Solid Core - Wood - 6-Panel F 5'-O" X 6'-84 Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8' x V-8' x 1 �4" Solid Core Wood. Steel, or Masonite Door H 2'-so X P-8" Solid Core - Wood - 6-Panel J 2'-0 X 6'-se Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X V-8' Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 34'-O" 2" B'-4" 19'-L" 14'-O" 2) o ° ° ° o o ° ° O EGRESS ILIA (V 12' x 12" Concrete column block Pilled with concrete and ° �i (2) #1 bars vert. tied into lintels above 0 L3 Covered Porch ir 12'-8" ° O O n c MASTER ° anee " BEDROOM Pill 8'-0" to 9'-I A.F.F. , in Vaulted ailing 8'-O" A.F.F. 4 � Flat Ceding wLL G R A T o R OM i © ° I N Rod ° "Shelf 4, e ° 1 1 34 _ Y2 hig N H.B. - (] w L SE T 0 8'-0" to 9'-8" A.F. - o 2 x G knee well � below t J O Vaulted Ceiling counter I op a' 1 Mirm DINiNG I 1 ° ROOMLRod shah BIN�T d as HO ILI ILI of if G Vanity to be I / BAT fuLl W O ° 341u"high I I- ° Ci 11'-0 3/a 1 9 %'4" (418) 0 1 = High Wa11 O Nu KIITCHEN m / ao N - - Tver2ang -- - J Vent through ryer wall r1 '- 8O" A.F.F. ° N Flat CedingH. Q 4'-I" 10' ULOJ�_ 4" '-0- cabinets to extend extend over ef. i iv ui-O" iy I " Puler N ATH 3 - -s ® 4' i V e O O Rod t Shelf v ° N N -t inset. ° _ 1 4`4 Steal Ballad �'/C O 0)Ln W 22' x 54 detail an title shoo #I r+ I > Attie Access Provide auto I _with fight _ j closer O 8'-0" A.F.F. V_ Q 2„ L c Uc Flat Ceiling lr-L" 4'-0° 4" x 150 Amp eter I-LL m� Panel SECOND rER inBEDROOM E Y GARAGE T ' ' e'-4" A.F.F. O in ° Flat Ceiling if EGRESS r-----------------i O ° Block wall in I m i 1 garage to be I c struck block i O ° I I ° 12" x 12" concre a column block Pilled C V E R D 1 I O ith concrete and (2) #1 bars vert. tied ORC I i into lintels above 4' 2" I ^ I _ ° N ° 4'-2" 2'-8" 2'-8" 3'-51, q,_O„ 3,_5„ me 9'-4" 3'-4" 5'-4" IN 34'-O" Install windows thru buck into block with 3/IL" tap -con with 1 1/2' penetration at V oc. max from each corner and 20." c.c. max thereafter at ,Iambs and 20" oc. max Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I' x 4" PT 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 V PT Buck of wall - / �I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER. AND at Wood screws thru15' o.c. max Iamb mbuck at each hinge and and Detail at windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment NTS INSTALLATION NTS Braden It Braden Al7PA Building Corp. Dater Drawn : Revisions : Sheet Comm 1 Architects - PlannerWynne 5e23-18el 5-23-I8 Smoke detector revision S.E. Coconut AvThe L Grand Carlton GARAGE RIGHT Drawn � 12-2 Tel (ll2) 281-8258 C.C.U.Fax Lakes : (112) 281-8283Spanish E-mail: bradenaiascomcast.net . Checked b . 9' Stuart. PL A4994 #AAC6000%2 St. Lucie Count Florida � D.R.$_ OF 5 0 1 r�UL. I UI'C/_-�L IX�./ I >_%D: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL BEARING CAPACITY. IF ANY SUB-501L. MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. V15OUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THiCK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERME5H MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. 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. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER SHALL BE 5YP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision sole treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all 4. Verify all recess thickness at Showers, tile, etc.... excavation, backfilling and compaction is complete. 5. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at 48" If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6'-0" to 9'—I1" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and Shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 4. Contractor to provide for Form Board Survey — Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy Of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and 4" concrete slab with flbermesh OR at each filled cell ECTIONS one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with flbermesh OR GRADE VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade III —I I III I I— i foowtI Iwi h (2)c#5 barsrete cont. Id^ 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation pan 101, (2) #5 bars cont. bottom steel 12" SCALE 1/2" = I'-O" 12' x IT concrete column block filled with concrete and (2) irk bars vsrt. tied into hnteis above -11L1Vvrifg house slab height in field Top of looter 16" below finished floor 30� 'ING DETAIL T11111119WAsm \f 4/ PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with flbermesh OR slope. VxV 210/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill Grade 14'w x 14"d concrete monolithic footing with (2) #5 bars cant. 14" 52 GARAGE CURB DETAIL 2' x 6" IT wood secured with \ 3/8"dia. x V 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 j� T S IN PERMIT INFO BOX ON SHEET #i. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location ouble Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue it Tel (112) 281-8258 Fax : (112) 281-8283 E-mail. bradenaiaecomcast.net 34'-O" 20'-01, 10'-01, — r i i i i I i `;V L_ �® i ---- FI— — — — — — � Filled cell under IQ I girder above 0 (FI I Rear Patio/Slab lU !moo be poured separate -7 L , I from the house slab. I o L24% N °rhicken footing to x 14"d x 24'L a I under filled cell FI I J under girder bearing. Rear Patio/Slab to I be flush with bottom of sliding door recess. I Slope 1/2' I I I I I I 32'-8" I I 4" concrete slab with flbermesh OR 6"x6" 410/1WWM on 6 and Visqueen over C), I clean compacted termite treated fill I I FI I o I I � I I / I O I r — — 4'4 Steel Ballard I efilled w/ Concrete u I _ F _ ' I Ial�l I °o -aus I Ir I I vet I zo �a I I I m�E I 4J> I 4Je I _ I r�"I � o E I 'a PI / I DSO I ° L---->`o� I ° °-i-i-i-i-i-i- ° ° ° — , in I� N F t —_— E---- Recess for Q ° ° ° E Ca Fa ff6or L_ 2" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above Wynn g Building Corp. The Grand Carlton Spaanish Lakes St. Lucie Countg Florida 0 I N 4'-01, A/C FOOTING SCHEDULE Mark 513111 Dessimum I 14"111 x 14'13 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 124D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 14ND COLUMN FOOTING WiTH (4) #5 BARS EACH WAY 8"1111 x 8"0 THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®140 W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Date Drawn Revisions : 5-23-18 5-23-16 Smoke detector revision GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Sheet Comm # 3 12-21 B OF 5 R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size as 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t�iese ans For zone 3 Ke Area Ede Field Fastener Max. re Pressure o I " " 8d ring shank 45 sf Zone 2 " 8d ring shank 16 par Zone 3 4 8d ring shank 84 par ** Zone 3a 6" 6" #8 wood screw 112.5 par ** Use nails or s rows based on res ure for r of stated in permit Info box on these pl�no or zone Concrete / Lintel Column Verifg with Plan Rebar 4a Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel. Provide Cast -Crete = aus-OB/OT precast '--- - - lintel set in mortar Min. 8' Bearing -- -T `--- Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. e PT Buck sd per jamb into filled a 4' Pre -cast Sill \ Filled Cell #5 bars with min. 48 bar overlap in Pilled cell. Tie steel into continuous Concrete Footing (see rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN C B �.) WALL Scale: 1/2" = I'—o° 2"x 12" \\ umn Block Rebar to Lintel Attachment SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to vert. Lap of es truwith IOd x 1.5 role at 4' o c. Install Simpson MGT into wall us ng 5/8' dia. threaded rod set min. 12' into wet beam and (2) IOd pals into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS n 1/8' thick light textured stucco installed per ASTM C 926 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using ed nails. Substrate to be 19/32' CDX Plgwood nailed at 6' o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using 99 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and lope fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced 6" o.c. at all late and two staggered rows 12" o.c. in held. Attach deck to trusses using ataefiment decal on this sheet LINTEL SCHEDULE W UerDtD W t Lintelast-Crete Sirs ion Rowe or •Above Bottom Steel Bia Tap Steel 8nee Max L�aada (PLP) Msc (PLP) Laaecirr ( ) EL22 2-2' V-V �8-OB/IT 1 a6 1110i1 669 1024 � � ,_ 4'-O' OFO-08/rr — 1 86 2"1 1363 163 4'-6' W-W e100-0em — I 06 1108 104 334 L90 61-0' 61-C spe-OB/IT — 1 85 1238 an '121 L60 6'-0' 11-9 OPS-08/IT — 1 86 log 121 634 LBO W-C' T-4' OPS-18/27 I 86 2 86 162 611 512 1.10 1'-0' 100-6• 0F0-18/2T 1 86 2 85 643 530 401 L908 Y-O" 10'-6• vit-n/2T ONE 1 86 2 86 1633 683 401 LWO W -0• II1-46 8F8-I8/2T 1 85 2 86 502 414 492 LWoB W -o' 01-4• 9106-1111/2T ONE I Of 1 2 1 06 13" I= 462 L120 Cr-Ow I3'-4' BF0-I8/2T 1 86 2 85 411 420 324 L1208 121-W IV-4• ePld-6/2T ONE 1 86 2 86 1019 110 324 LMO M'-O• 161-4' 8116-6/2T ONE 1 86 2 86 1250 "M 261 LI6o W-00 IT-40 OPS-18/27 1 86 2 86 zoo M2 IM4 L1608 W-O' IT-4' 1 OPIL-6/27 I ONE I 86 2 86 160 600 M4 - 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 REG. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal wit�i'c �) IOdh r 1 ,/eprnails"N l 24" o.c.) suppoting Max. 18101ba. uplift Aluminum Drip Edge 4 Fascia 12" 2" x 6' Kogean full o vent vml;1 soffit installed uwn 1/8' din shank x 1.5' long ga1v. ng nails nth 3/8" dia. head per product approval - in& chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 8'x8' with concrete and 1 one #5 bar continuous \ BEYOND \ Top oP tooter 16" Delow finished floor 12 4 into Aluminum Drip Edge 4 Fascia Flash and Counter v flash Nail ledger to gable and true& with (2) IOd roils at each web :ration into 3/4' penetration members 5/e' thick light textured stucco on tgpical concrete block construction Varies - see blan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Tug 11111111 I II I lill lii1= 14' ►Ical Section h Lll n 4 LU � X � to CY to 1- ILI t 'a u .. 2 00 a0 N w;r Brace Gable and u N with 2' x 4" SYP 82 „ 8ft back nailed to bottom t of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24°o,c. TYPICAL ( shop drawings bg manufacturer ) n R-30 blown fiberglass in bottom chord or trusses •1/2' drgwall with smooth finish LU Two rows of beam block filled with concrete and (1) #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings I/2" drgwall over IN x furringg strips at IV o.c. with R4.1 ?[-foil "insulation on tgpical 8" Block walls Simpson HETA 20 Strap trues to wall using Simpson MGT with hurricane anchor at each truss 5/8", do' threadedwithmin 1 " embedment ( 24 o.c.) supporting Max. (22) rod lod nails into truss. Add th blocking to 1810 lbs. uplift META 20 trues leg per detail on this sheet MUM -- �.y ;1 ON is OVA 151042 INdill 6, VA&A , i We WE FAI 9, ®r rAl in - AVA in 1 LOAAM A"'A ��- =i III All drgwall to be installed per FBA: K Iv1.S.l and shall meet all pertaining ASTM codes. Mortar to be Tgpe 'M" onlg proportioned er FBC ReOl.l and Mortar joints shall complg with -BC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ROOF (I) #5 bar vert. (tgpieaU. 'Max. spacing shall not exceed 48" unless otherwise noted — seOVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET e foundation plan notes for spacing at opening& — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with Pibermesh OR /cl an coin WWMaad to 6 mil treated over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER �cleen compacted termite treated P111 — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE a w � � q r Oq N 1- 00 n a n � u to 00 ZLco Er,: — NuN VC Brace Gable end with 2" x 4" SYP #2 min. —art back nailed to bottom of top chords using (2) IOd nails at each truss \U at Front PLAN 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 Porch CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" Pde$ SR Load Wee Description cec# cee# Description Wee Lead BR Pales 2 40 10 kw #8 A/C camp 1 2 AHU slo 3 5 km 30 2 3 4 2 30 4.5 ke sl0 40 gal. water HTR 5 L Ran #L 12.o kw PrO 2 a 1 20 1.8 kw $12 Pwsp 9 10 Driller 810 5.0 Its 30 2 a 12 1 20 1.5 Its 912 13 H Dishwasher #12 1.2 kw 20 1 1 20 L5 kw #12 Microwave Is 14 Refrigerator $12 1.2 km 20 1 1 20 L5 Its $12 Kitchen S.A.C. I, Is Receipts #12 '- 20 1 1 20 1.5 kw 012 Kitchen S.A.C. 19 20 Receipts $12 20 1 1 20 L2 kw 912 Clothes washer 21 22 Recaps. $12 20 1 1 20 0.81 kw $12 Garage Door Opener 23 24 Recepts $12 20 1 1 20 1.4 km 012 25 26 Recepts #12 20 1 1 20 1.92 ku #12 21 28 Receipts $12 20 1 1 20 #12 General Lighting 29 30 Receipts $12 20 1 - 1 20 #12 General Lighting 31 32 Recepts $12 20 1 - I 20 #12 General Lighting 33 34 Exterior GFCI $12 -- 20 1 - 1 20 #12 General Lighting 36 34 Bathroom GFI 812 20 1 1 20 #12 Smoke Detectors 31 3e General Lighting #12 20 1 - 1 20 #12 Bathroom GFI 39 40 General Lighting 812 '- 20 1 - s are 1 41 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts ac). ft;) Small_ Appliance. Circulti(a) . . . . . . ............................. Range . „ . , . , . , . Refrigerator ................................................. Microwave Dish Washer ................................................. ..................................... .Qlothes..Drger................................................ Water Heater Water„PumR.................................................. Garage, poor. .Opener .............. 1135 3 5205 2 1.500 3.000 1 12,000 12 000 1 1,200 1200 1 ISOO 1,500 1 1200 1200 1 1.200 1,200 1 5.000 5.000 1 14,500 4,500 1 1800 1800 I i 810 810 Total Watts 31.415 First 10000 Watts 9100% 1 10.000 10.000 Remainder 21,415 940% 1 O 10,41610 Electric Heat or A/C 10,000 wL5% 1 10,000 10,000 Calculated Load Watts 30.964 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 1241.03 Panel Size Required s 150 Amps Electrical S mbol Le end S Single Palo Swtch ® Recessed Can Light Double Palo Ssiitch ® Eyeball Recessed e Push Button Switch Exhaust Pan -09 Duplex Outlet ¢ Calling Mounted Light "0 1 Special Receptacle 0- Wall Mounted Light gr fault circuitin Light with Pull Chain (attic) ® Floor Duplex Outlet © computer Connection Jack Raterpr ® Carbon Monaoade Detector 4& Flood Light T Thermostat r� Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Calling ran ® Television Jack 0 Telephone Jack ,C Disc A/C Disconnect CFO I x 4 Florescent Light ® 12 x 4 Florescent Light ® Speaker Hook -Up ❑I Intercom PATIO/SLAB I I CAR AT R AT I I I Center Rooster 110 on ceiling rans IL1Clam 14t" � its CPM 10)doxg MASTER BEDROOM 11.3 CFM h0>doxi LOSET i w's exC4x4M I I I I "NI oK - - - - - H.B. Yen -- - - - thru1u I T n/01 =Soffit x4 o R O ,,. I \✓ > A Attic Aa s 1 231ZxC67PCIM j 'Q Q L -� W 1 --J SECOND BEDROOM i 12xl2x9 I s B/A 1� COVERED PORCH ®= JUNCTION BOX TO SUPPORT A FAN �IEC��ANICAL LA\�CUT = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-011 I. Use copper wire only, no aluminum. 11. It is not the intent of these plans to show everg minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verifg location of electrical all items for a complete electrical sgstem and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utilitg S. AFCI receptacles are required in all rooms except and telephone company. Kitchen. Bathrooms, and Garage. q. A/C Return Air Balance Must comply w/ FBC RMI402 Ill. The electrical sgstem shall be completely and effectively 10. A/C Refri grant lines that are run thru slabs must be sleeved in VC grounded as required b the latest edition of the N.E.C. Ag II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all lees, 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 routings 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 liabilitg and propertg damage for the or as selected bg others. duration of the work. IL. Contractor shall guarantee all materials and workmanship 23. All racewags 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 occupancg, or one largest conduit or pipe from ang other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below T-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. Orger Vents to be installed per FBC RMIS02 ,ieJ 128/ [34 M BAT* 150 Amp Panel GARAGE r----------------- i I I I I I I 1 I I I I I I 1 A/C disc. # /O Ahmxr#a# reed AMP i W Conduit C EL TE AHU 2e PVC ( FPL 2' rigid service PPL Sara #L cop wine to #5 coot. r a ar in 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 Aa/C eter Soffit i:" Exhaust Duct Thru Soffit- /,covered Porch'-, / 1 1 / I � WP GFCI � / MASTER BEDROOM G R A T Smoke / Carbon RO M Monoxide Detector Combo \ I I I 1 LQSET II I It I DiNING I j GFCI "- ROOM - T 1 ' 1 � G CI / � FCI GFCI S I - KiTCHEN 1 C HIMEs C.M. Detector 3'-2" 3'-2" 124" oi2n314p3r F5C �� So M F N. 1 /tn I IGFcym ��� 1 r m enter > N 'S�COND BEDROOM I / V ® / m s A Wire F / \\ Front Post y Light 10P GFCI 4< \ \ �: POERE"Rcpt I -I / GFCI L IL" %4V I tttia xAaums I Options 1910 Amp panel location I / Panel Pull chain / light in attics 4211h GFCI Y GARAGE Garage Door Opener I I I I I I I I I I 1 1 I 1 I I N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP FCI Install Quiet N under disc. 0 not shown For �_, claritg A/C eter ELECTRICAL PLAN SCALE: I/q" = I'-O" L'-3" Post Light with I Photo cel Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq_ ft. required Provide A Continuous Vented Soffit Braden It Braden AIIA, PA Date Drawn : Revisions : Sheet Architects - Planners Wynne Building Corp. 5-23-18 5-23-18 Smoke detector revision 411 S.E. Coconut Avenue GARAGE Drawn by: OB Tel : (112) 281-8258 The Grand Carlton RIGHT C.C.U. F. Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Spanish Lakes Checked bg.- Stuart- FL %499L #AAC0000%2 St. Lucie Countg Florida D.R.B. OF 5 Comm 9 12-21 B