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Home My WebLink AboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofing FL a11651.12 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 ftgpir 2) 30 lb felt underlagment installed with min. 4 side laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails paled L` oc_at-all lje._and two�staggered Lrows 12" c.c. in field. Attach 5/5" thick cut coral coral finisnea stucco Dane finished stucco bands Rl 11('" HT ELEVATION 12 SLOPE, SCALE: 1/4 - I'—O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using u9 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 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 laps and two staggered rows 12" o.c. in field. Attach deck to trussea using attachment detail on this sheet Im- !17-71LEVATION MOTES: Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #41 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 min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c, at all lapis and two staggered rows 12" o.c. in field. Attach eck to trussea using a tachment detail on this sheet /8" thick x 8"w cut )ral finished stucco bands . f W � Wu wi w stucco on i.9Picai concrai.a finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at -4.12 unless otherwise noted Any 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. L—J . 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4' - 1'-0' 12 4 1 SLOPE SCALE: 1/4' = II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11L51,12 2L 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 (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 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 8d nails. Substrate to be 19/32" CDX Plgwood marled at V o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 5/8" thick x 8"w cut coral finished stucco bands ® ®.• nn 5/8" thick x 8"w cut coral finished stucco bands A.F.F. 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral r d 6 block construction finished stucco bands \ , * I FRONT � L � Y � I �l folug COPY REVIEWED FOR CODE COMPLINC, SCALE; I/4' = IIST. LUCIE COUNT 4�)a 2" x 4" top plate I ' 1/2" drgwall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 19" o.c. base —board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vxt' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition 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 Balding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Buildin Design is: Enclosed Risk Category 11 Wind Velocity: ILS mph ultimate Mien Roof Height. 11'_O' Rod Pitch: 4:I2 Internal Pressure Coefficient: *a_Ie Sub,lectability to damage from: Weathering: Negligible Termites: Very Heavu Width of Rod End Zone: 3•_ l' Wind Speed: mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.�2L Adjustment factor for Exposure Haight: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; OADL+O.&WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-332A pal Rod Zone: 2. +20.L/-57.0 pat Rod Zone: S. +20.4/-84.0 pal Components t Cladding Wall End Zone Width:'- ' Components t Cladding Wind Pressure (NET) Wall 4. +35.8/-38.'I psf Wall Zone: S. +35.8/-41.8 pot Components t Cladding Wind Pressure (NET) on Garage Door; +32.0/-40.3Pat Shear Wells Considered for Structure? yes Continuous Load Path Provided? YY�� Are Components an Cladding Da1:T Provided? Yes Minmwm Soil Bearing Pressure-2.500 psi. Presumptive: X Bu Test: psi ROOF LIVE LOAD. 3t1_ paf ROOF DEAD LOAD: 10 paf JOB ADDRESS: Roof Zone I Wells Zone 4 Roof Zone 2 Wa Ills Zane 5 END ZONE RCorner Zones oof Zone 3 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" F R102 5 N.T.S. 1. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel crash post. Floor steel proceeding With work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 51a (3/8"t 50 ksi 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. 2h° 2°'A" 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 m shall be 3,000 P.S.I. concrete and/or -4,000 P.S.I. grout mix 6. Drywall be leveled to bottom 4' at ceilings shall and attached chord of trusses with screws per BC .3. . 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 2° 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 R302.6 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 V P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case han materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. Gy�(ppsum board material shall conform to ASTM C34, C19, C415, C514, C630, C931 C960, C1002, CIO'4-I,C1111, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall Th'Wall s Location Orientation Framing Member Max. spacing of Paatienera Nail sizing options for drygwall into Spacing installation of Nails Screws MaxImum wood framing mom era 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8' long with 19/64" head 0.098" diameter x 1 1/4' Ionggail y2 annular -ringed or 5d cooler n 0.080" dia. xx 1 5/8" long with Walls Either IL" gx 10 Direction 15/64" head OR Gypsum board nail 0.084" dia. x 1 5/8, with 9/ 2" head. Ceiling Perpendicular 24" l" 12" 13ga 1 5/8" long with 19/64" head 0.098' diameter x 1 3/8" Ion g annular -ringed or bd coder nail OR 0.092" dia. xx 1 1/8" long with Walls Either IL° 8n 16" Direction 1/4 head OR Gypsum board nail 0.0915' dra. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/I6" tap -con with 11/2" 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 the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 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 ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal rooting 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 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 laps and two staggered rows 12' o.c. in field. Attach lack to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurnc ne nchor et each truss 12 with PO) 4od x 11/2' nails PRE-ENGINEERED TRUSSES ( 244 o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101b&. uplift ( h d b f t ) Aluminum Dnp ia Edgy t Fasc 2" x 6" Sub -Fascia Kaycan full a vent vmpl soffit I using 1/8' dia shank x 1.5' long roving pals with 3/e' dia. head product approval -see chart sl 5/8" thick light textured stucco on typical concrete block construction u5 bar vert. w/ 30" overlap at each filled cell Grade a op rawinga g manu ac urer R-30 blown fiberglass in bottom chord or trusses I/2' drywall with smooth finish Two rows or beam block filled with concrete and (1) #5 bar cont. in each row. substitute ad precast lintel filled with concrete and (U x5 bar cont. for bottom row over opening& al 1/2" dr well over I" x Purrin strips a IV o.c. with R4.1 A -roll insulation on typical 8" Block walls All drywall to be installed per FBC R902.3.1 T and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" only proportioned per FBC RLO-1.I and Mortar Jonts shall comply with FBC RG01.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) FIII cell with concrete and (U #5 bar vert. (typical). Max. appacing shall not exceed Wood 48" unla 6 otherwise noted see foundation plan notes for ass spacing at openings 4" concrete slab with fibermesh OR 6"xL" u10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill or - I'11-IIII, I 18 Concrete footing a5 bars cunt. and �5 14° transverse bar& at 48" O.C. TYPICAL SECTION Scale : 1/2" = 1'-0' led to Masonry Beam lad rmis in AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 1,41 sq. ft. Rear Porch = 200 sq' ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 z' VTR ® 2 x i 2- I 9ATF L V-1 I LAY -I 21, i WH-1 2" x we -I 2" 2" LAUNDRY 2" 3" 2" a• AAv r VTR 3" BT-I 3x 8-1 KTICHE12u i 2 LAv-i 3" 2" ryx PLUMBING RISER we-i BATH a2 To septic I" x V P.T. Buck nailed to f O block with case hardened nails Head prior to door attachment fixed door sliding door al n Masonry Well fir:': Bottom Trac Typical Flooring Bill Install SGD thru buck into block with 3/16" tap -con with S l i d i n g D O or D e t a 1 l I penetration at G" max. from ." from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5ie"x 5'-3ia° 54ia'x L3i4' Single Hung ZONE 4 2, V-tie"x V-3 ie" 15' x L3 i;' Single Hung ZONE 4 3. '-2' x 3'-2 I/2" 21i2"x 38%a" Single Hung ZONE 4 4. 4'-5ka'x 4'-2%" 54Ys"x 54Ya" 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 Description PRESSURE ZONE A 9'-0" X 7'-O' 108" x 84' Overhead Garage Door ZONE 4 B 3'-0' X L'-8" 41'/4'x 83%" Fiber lass Panel - Inswing ZONE 4 C L'-O" X L'-8' tm '14" x 81 '/," aidrr cemi, Sliding Glass Door ZONE 4 D 2'-O" X L'-8' Solid Core - Wood - L-Papal -Bi-Fold Finished 24" x 81 %2" E 2'-66 X V-8' Solid Core - Wood - L-Panel F 5'-0" X V-8" Solid Core - Wood - L-Panel - Br-Pold G 2'-8" x P-8" x I /4' Solid Core Wood, Steel, or Masonite Door H 2'-e" X V-e" Solid Core - Wood - L-Panel U 2'-L" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X L'-8" Solid Core - Wood - L-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 #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 14'-0" 9'-6" 2" OPTIOA (2-)PATIONSLAAB EGRESS 1T-8" N ° MASTER U= BEDROOM Jill V-O" A.F.F. inn ru) P Flat Ceding Rod E'Shelf I ✓anity to 1115e v I Is 14 V' hig �CLO E I I� LINEN ABINE I8 Rod t Shelf 0 Lu 00 DW ` I Id --ter -4 a W ATH ~ ° I ° T ;., KITCHE Yen Dryer thr h wall O L - i - O1..1 Flat Ceiling ° I L'-0 Upper cabinets to - ext nd over Ref. n 2' filler-,r+ i "� Ilyd-V�t -1 A C R-li Betts lasdeti W.H. i I 4 4 Steel Ballard Sas detail oA J,bl AERL I „ I 22" x 64' Provide auto Attic Awmas IL closer 1 weh h8ht_ I L____ J ° 150 Amp Meter Panel o GARAGE A.F.F. G Flat Ceding C or-----------------i ' I Block wall in <r I garage to be struck block Q I I T I I I o I ® I 0 0 L3'-5" 1 9'-0. 1 15'-10" 12" x 12" Concrete column / block filled with concrete and (2) #7 bars vert. tied Into lintels above Covered Porch 8'-O" to 9'-8" A.F.F. Vault Ceding GR AT ROOM I I I I N 2" x 6" knee -wall 8' O" to T-8" A.F.F. below counter top I Vaulted Ceiling DINING ROOM d� I I Vanity to be 34 Yz"high " High 418Well 9%,,, ll'-O i y�2n (V - Uverhang - - 4'-1. LEW 11. _ I E BATH $ Rod t Shelf C -I o!I �01 8'-0" A.F.F. I :22 _ y Flat Ceiling in SECOND m Y EnCaCRIE BEDROOM I - ELI MT r i ° 00, EGRESS N 11 I in in N T O O C V E R D 12" x 12" concrete olumn block filled PORCH with con rate and (2) 1 bar& vert. tie p L' 2" / into lintels II'-L" bove \ L." ;n a 3'-5" 2'-8" 2 10 4'-2" 5'-4" aD V_ REVIEWED FC CODE C (APLIANOL ST. LUCwZ: 1.-_'t')UNTV j Attach buck to block wall with 1/4" dia. Eleo cone screw& with min. 1 1/4" penetration at 12' o.c. max and 4' max from each corner thru Exterior face 2' x L" PT Buck of wan apes I"x4' P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT tie Wood screws thru iamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. is and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden It Braden AIAe PA Wynne Buildmg Corp. Date Drawn : Revisions : Sheet Comm Architects - Planners 3-25-20 // -411 S.E. Coconut Avenue T h Grand Carlton GARAGELEFT Drawn bg: 12 - 2 f Tel : (112) 281-8258 C.C.U. 2 - Fax : (112) 2 81-8283 5 apish Lakes Checked by: E-mail:13 bradenala comcast.n t Stan Lucie Count Florida D.R.B. OF 5 C.«kmww« CI LLdgGiL ttee�nnnna°s y Install windows thru buck into block with 3/16" tap -con with I 1/2" penetration at V o.c. max Prom each corner and 20." o.c. max thereafter at iambs and 20' o.c. max. Exterior face at head and ell per product approval of wall ---\ / \ Buck to be I' x 4' IFT r—- ------i ,7 I lI_U1.1 1 UN/"IIII INk./ I T__ I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 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 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. 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. 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 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 FOUNDATION CLAN 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 = I 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. 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 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP 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. I. 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 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. 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) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soli 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 b0, meeting ASTM A —IL 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/ Fill cell with concrete and 30" overlap (1) #5 bar vert. (t ical). Thicken edge to 8"x8" d yP 9 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 bg 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. at each P lle i c Max spacing shall not exceed with concrete and 4" concrete slab with Pibermesh OR Wood 48" unless otherwise noted one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated Pill spacing at openings 4" concrete slab with fibermesh OR GRADE VxV #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill °D _ Grade IIII - 14 w x 18 d Concrete tooting with (2) #5 bars cont. and # h 5 i �,' IIII II transverse bars at 46 o.c. Vtf=l/ TYPICAL FOOTING: DETAIL SCALE 1/2" = P-O 4" concrete slab with fibermesh OR (VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per foundation plan \j--1 DETAIL AT 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 #5 bars cunt. bottom steel RAGE STEPDOWN SCALE 1/2" = 1'-0" 30" q LUMN FOOTING DETAIL 30"x3 14" concrete column footing with (4) 45 bars each way i amm*h n C E Contractor to provide proper foundation chairs for proper steel installation PORCH SLAB EDGE DETAIL 30" min. SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap Corner Steel Lap at each filled cell nts #5 bar cont. in curb Fill cell with concrete and (1) #5 bar vert. (typical). Filled Cell Masonry Column With One Curb height Max spacing shall not exceed 48. unless otherwise noted #5 From Footle To Tie Beam 9 Verify based on Bead see foundation plan notes for Conc. Fill To Be 3000 PSI foundation plan spacing at openings See Floor Plan For Location 4" concrete slab with Pibermesh OR VxV #10/10 WWM on 6 mil Visqueen over w clean compacted termite treated fill Grade ❑ ), - _ Single Filled Cell Column - l III NTS - ; 14"w x 18"d Concrete footing with (2) #5 bars cont. and $5 IL transverse bars at 48" o.c. Filled Cell Masonr Column With One y I" 46 From Footing To Beam Each. GARAGE CURB DETAIL Conc. Fill Be 3000 PSI See Floor Plan For Location Plan SCALE 1/2" = III -Off 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer 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 NITS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT Double Filled Cell Column NTS Braden it Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 ff B E-mail: bradenaiascomcast.net 14'-011 _1-' :�G I eg�hi 1 20'-0" I PATiO/SLAB- ---- —I ° -------I °° T I 8 0 Q Filled under I QI FI girder above above I 24" O 1 I Rear Patio/Slab O r J to be poured separate from the house slab. IU ®I � I o I I Thicken footing to 24% x 14"d x 24"L I I FI under filled cell I a under girder bearing. L — — — — — — — — � ° ° I —Fi m I Rear Patio/Slab to u U E be flush with bottom of as S� u I sliding door recess h I Slope 1/2" Clip I °I I I I I I I °I Q� ° 32'-8" i H.B. I I I 4" concrete slab with fiber ash OR I 6`1 1110/10 WWM on 6 mill V squeen over I clean compacted termite tr ated fill I I I °I _; ❑ ' ` FI I I _ FI ° I � � ❑ ° 4, O„ i ❑ j I �—— I #I I 4'm Sisal Ballard FI r filled w/ Concrete 0 F5 moo='1113 I I'GI I I IFQI ay I E�� I 1 I I Et! I I I I 3vE I L.— a FI I ° A � aLI E O \ I ry v 0 U OQ U I ua `r � o " {L in L----------� ° F o ° o ° v 1.5" Recess for o ° --- ---- p — — — o A- Garage Door JQ 3'-5" 9'-O" 3' BIJ 12" x 12" concrete column block Pille with concrete gqnil (2) #Z baJoe rs Vert, ti mto lintels abova Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 9 Em °U MJc tL CS COM LIA ACE BOCK FOOTING SCHEDULE Mark SON tam 9FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 120D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS R30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY r_ e"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 IYW With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-On Date Drawn Revisions : Sheet Comm # GARAGE a-25-20 12 — 2 � LEFT Drawn by: C.C.U. Checked bg: D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plyywood 4. Use nails or screws bas d on ress re for root stated in permit info box on these pans for zone 3 Ke Area Edge Field Fastener Max. Zone I 6 6 8d ring shank 45 psf Zone 2 14 6" 8d ring shank 16 paf Zane 3 8d ring shank 84 psf ** Zone 3a `" 6" #8 wood screw 112.5 psf ** Use nails or 9(;rews based on res$ure for r of stated in permit info box on these plgns for zone 3 Concrete / Lintel Column to Verifg with Plan 12"x 12" Iumn Block Provide #5 bars with on. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. t\ Provide Cast -Crete = -r BUS-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. 2 -r_7127 7,- ovide PT Buck :ached per jamb ails into filled a 4" Pre -cast Sill Filled Cell Provide #5 bars with min. 48 bar �iameterm overlap in Pilled cell. Tie filled cell steal into continuous factor steel. JiI r� • r - Concrete Footing foss looter schedule roe exact sized DETAIL AT WINDOW OPENING IN CBS WALL Scale. 1/2" = I'-0" �l N SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blxkin.0 to vent. leg of truss with 10d x 1.5 nails at 4' o"c. install Simpson MGT into wall win 5/8" dia. threaded rod set mat. 11. into net beam and (22) IOd nails into truss Trusses at 24' o.c. see shop drawings{ bg others �4 R-II batts Rebar Rebar 48 Bar Dia. Min.Ovcrlap TRUSS BLOCKING DETAIL Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco Installed per ASTM C 92L over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/37 CDX Pggwood nailed at L o.c, in field and edges with IOd ring shank nails into studs. BEAN SCHEDULE Mark SIZE and Description Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood dock using #9 x 1.5" a 2) 30wlb feeltPunderle mentenstalled with min. All' ode over (t oranASTM V and laps fastened with corrosion 9 resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all Ieepps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachmant detail on this sheet BI Two rows of beam block filled With concrete and 1 #5 bar continuous In each row. Hook vert. bar over top bar Wlth #5 90e bend bar With a 10" min. lap at top bar. LINTEL SCHEDULE Mark or W i Ca Caroi Rows or yH e steel a� Steel Lamdd (PLF) t (PLF) lob (PLF) L22 2'-4' 3'-4' BPa-08/IT 1 85 3001 1561 1024 L31--Lp'� 4'-0" �9-08/IT I #6 26LI 13L3 103'-M L45 4'-6' W-10' aFa-Ob/11' 1 #5 BOB 404 331 1.60 6'-0" L'-L" Ada-O8/1T 1 #6 12H S35 121 LLO or -Se 11-C ePa-OBIT I s6 Ion 121 934 Lao a' -Of 1'-4' BIR0-SS/2T 1 *5 2 95 152 511 512 L40 T-O" W-6' 8f'a-0/2T 1 85 2 06 643 530 401 1108 1'-O' 10'-6' SFIL-I5/2T ONE 1 #5 2 85 533 us 401 LIDO 10'-O" W-4' $IR8-0/2T 1 #5 2 $5 582 414 452 LiOOS 10'-0" n'- le BPU-18/2T ONE 1 85 2 66 r366 1028 452 LI20 IT-O" W-4' Ida-18/2T 1 #5 2 #5 411 426 324 1.1208 12'-�0/m" IS'-4' AIL-18/2T ONE 1 #6 2 #6 1016 110 324 L140 W-06 W/..{-4• SPI6-Ib/2T ONE 1 #6 2 86 1250 i01 2541 LW W-OR IT-4' SIRS-0/2T 1 $5 2 85 300 M2 114 Lht08 w-O' 11'-4' SPIL-18/2T ONE I #5 1 2 1 86 1 150 1 $00 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane c a at with (10) �a x Ia l/2e'ch mileruss - ( 24" o.c.) supporting Max 18101ba. uplift Aluminum Drip - Edge t Fascia 12" 2" x V Sub-Fascl Kagcan full o vent vinyl spirit installed Wing 1/0' dia shank x IS' long goly. roiling nails with 3/8' di& head per product approval -see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars wart. t" into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of footer IL' below finished floor a �`.Ii1l1 12 4 Aluminum Drip Edge t Fascia Flash and Counter v Plash Nail ledger to Gable and truss with (2) IOd ils at each web 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. all 30' overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan °D Batts batts 'Frame ceiling transition as needed using metal studs field verifg exact configuration and sizes Drywall ceiling see typical section transition Insulation Detail rite 0 Poured Cai concrete h Poured Concret concrete block, Concrete , Manufacture chars Per Specs lax Flush Mounted Shutter Detail Aluminum Panel Sims per manufacturer — See Tumical Stud Detail 1/8" • 3/32' Wing Nut m/ appropriate washer and spacing i per manufacturar's Details o Oi3" aA91' A I Stud Detail Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut nts Brace Gable and with 2" x 4" SYP #2 Slit back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ! shop drawings by manufacturer ) a � X s_ � a-s � N Q 4L 7 a 0 ui u .. ti O °� 1Q dOD EZ= N U V- Q sy W E#lc Brace Gable and with 2" x 4" SYP 42 min. aft back nailed to bottom — of top chords using (2) 10d nails at each truss 2 c QUJ \R-30 blown fiberglassin bottom chord oP trusses-1/2" drgmall with smooth finish o Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel Pilled with concrete and (U #5 bar cant. for bottom row over openings03 to 1/2" drywall over 1" x furring strips at 16' o.c. with R4.1 ri-foil -insulation on tgprcal 8" Block walls Strap truss to wall using Simpson MGT with Simpson HETA 20 5/e dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam IOd either wet set or in epoxg with nails into truss. Add blocking to ( 2�" o.c.) supporting Max. pp 9 truss leg per detail on this sheet META 20 1810 lbs. upllft Milo M 10 11150 AA PAAN WAN M. or PA"I ME Ar OWN M VAN "M A aw. OVA FFA swum Mir "A W FM Z. 10, BENI n W (Y W a ti' X � ss +� Y- U 'a c (V H�aa n _ �'w ui U,:2 O R " all p R V_ v_ N s N W REVIEWED FOR All drywall to be installed per FBC R102.3.1 ETA 20 CODE COMPLIA�_ i and shall meet all pertaining ASTM codes. W ST. LUCIE COUNT' Mortar to be Type "M" only proportioned Der FBC RbOi.l and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ax. showers, tubs etc...)1. B®CC Fill cell with concrete and ROOF FLAN (U #5 ppbar vert. (typicaD. not 48x unlessnotherlwise noted exceed Wage see Foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings - #10/10 WWM on L and laROOF PITCH AT �f:12 UNLESS OTHERWISE NOTED ON THIS SHEET FILE Co 4" concrete slab with fp►y L"xall Vissfiqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER L" clean compacted termite treated Pill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. I— — ALL TRUSS TO TRUSS CONNECTIONS BY '. L- III l TRUSS MANUFACTURER III FI — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR I�III - TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION ical Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE srale • I/')" = r—e)" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1-2-19 I PANEL "All Palo BR Load Wme Demiption coca cn $ Demgten Wee Lead BR Polee 1 20 1.2 km #12 Rerrigereta I sL 12.0 km 50 2 1 20 1.2 ke #12 Clothes Washer 3 1 20 13 km #12 Kitchen S.A.C. 6 L Drw 810 5.0 km 30 2 1 20 1.5 ke #12 Kitchen S.A.G. 1 8 1 20 012 Bathroom Recepte 9 10 Air Cmdamor 910 5.0 ko 30 2 - 1 20 1.2 ke #12 Dehme1w II 12 1 20 1.2 km #12 Mieraseve 13 14 Air H $10 5.0 km 30 2 1 16 #14 Gonerd Lighting 16 IL I i6 #14 Generd Lighting 11 18 WH #10 5.0 km 25 2 1 is #H General LighGns 141 20 1 r6 Of Gonerd Lighting 21 22 GDO 012 0.81 Kill 20 1 1 16 #14 General Lighting 23 24 Spare Spey 26 26 Span Spare 21 28 Spero swe 21 30 Sparo PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) General Llghtmg.(3,watts,ag it;) ......................... .90oll, Appliance_ Circuit(*) . .............. . .. . ..... . . ..... . . . . ,Range .................... .. Rerrlgerator..... Microwave .. .................... ............... Dish Washer ................................................................. ,Clothes .Washer ............................................... Clothe. ,Dryer ................................................ .Water. Heater ................................................. Garage.Door.Opensr........................................ 1135 3 5.205 2 1,500 3,000 1 12000 12000 1 1,200 1,200 1 1$00 1,500 1 1200 1,200 1 1 00 I 00 1 5 000 5.000 I 4.500 4 500 1 810 810 Total Watts 35.LI5 First 10000 Watts e100% I 110.000 IO 000 Remainder 25A15 940% 1 O 10.246 Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided by Voltage - Total Amps 12L.02 Panel Size Required = 150 Aia s Electrical 5 mbol Legend S Sr ge Pole Switch ® Recessed Can Light Double Poke Switch ® Egeball Recessed a Push Button Switch 0' Exhaust Fan ex Outlet ¢ Ce&q Moulted Light Special Receptacle ♦ Wall Mounted Light ground t mast Light with Pull Chan (attic) ® Floor Duplex Outlet © Cosiputer Connection Jack ® Carbon Monoxide Detector Flood Light T Thermostat m Electncol Panel ® Central Vac 8 Electrical Meter ® smoke Detector Ceiling fan ® Television Jack ❑Z Telephone Jack A Di a A/C Disconnect ® I x 4 Florescont Light ® 2 x 4 Florescent Light ®I Speaker Hods -Up = JUNCTION BOX TO SUPPORT A PAN THERMOSTAT LOCATION B/A = BALANCED AIR Lent-thoL--- Soffit 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd -------- 2" PVC Schedule 40 conduit 2„ PVC Schedule AC 40 conduit sleeve 50S AMP into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can EE meter can ME ER MQEE R Intersystem banding Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' rimd service FPL 2" nind service FPL rods OPTIONAL PATIO/SLAB 10 CFM IOodOxL MASTER BEDROOM its CFM IOodoxt 4 %.21 B/A CLOSE - i ``• ATH '�' e e 10, Meter 150 Amp Panel PATIO/SLAB i GR AT RO M I I OxdOx M I ,oneniteir cco ing ran steraIL41 C 1M Al 1211 L- - - - - f - MMME r 22• x 54• I AtWth Access f L-----r GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I DINING ROOM i � j I AIL• 232 CFM 12xix1 SECOND BEDROOM 1 % j 12xl2x9 "1 B/A COVERED PORCH ELECTRICAL RiSER ALTERNATE SERVICE ELECT. RISER MECHANICAL L14YOUT - Contractor shall use AL-CU Landing lugs. hiTS - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which SCALE: 1/4" = 11 - O" r 22• x 54• I AtWth Access f L-----r GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I DINING ROOM i � j I AIL• 232 CFM 12xix1 SECOND BEDROOM 1 % j 12xl2x9 "1 B/A COVERED PORCH ELECTRICAL RiSER ALTERNATE SERVICE ELECT. RISER MECHANICAL L14YOUT - Contractor shall use AL-CU Landing lugs. hiTS - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which SCALE: 1/4" = 11 - O" shall be verified prior to construction shall be verified prior to construction - Verif AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only- Prom panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a less than two from 20. All equipment and panel sizes shall be verified before 2. Provide and were all requirad smoke E Carbon of period of not years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date or acceptance or certificate of occupancy. or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. eherge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and papas placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in oP construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL room& all items for a complete electrical system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comply w/ FSC RMIL02 the requirements necessary for the equipment to be placed in 23. All below 9'-1' be 9. %C Refrig��rLt Imes that are run thru slabs must be a caved in G proper working order. exposed wire shall installed in metal EMT conduit 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be done in accordance with the N.E.C. and ll. All work shall be performed b a licensed electrical shall comply with all local codes and ordinances, and shall 24. Drger Vents to be installed per R y most all standard requirements of the local electric utility FBIC RM1502 contractor, the completed system shall be Pulls operative. and telephone company. 12. Contractor shall pay for all Teaa, permits, testing, and inspections including blower testing where required. 18. The electrical system shall be completely and effective)l 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. 01 B - rlurntinn nP r_6e! ninrlr Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall wP F Install oulet under diec. not shown or U' VH B clarity C Vent- thru Q Meter OPTIONAL PATIO/SLAB i overed Porc�i�\ MASTER ® BEDROOM WP GFCI 1 \ I 11 Irvi J I - - - e Smoke /Carbon G R A T Monoxide Detector Combo R 0 M e r ®� I S I C I ;FCI ' - - I CL0SIE I ® II I I iI E I II _ I I m J I I g 5---� GFCI i I DINING , I_ FC i I ROOM GFCI GFCI oF�FM e I !I KITCHEN E)= iL - - - - - - -- - /2 F O C.yM. Detector R3141 FBC GFc� 5a CN •r I / C GF GFCI 42' GFCI ' r At Access I,. I F O Cente Nth light ---� Lt �`�SEC01�I�5 150 Amy Optional f ► B,� 1)R O O M Panel \ panecatoI l lo® S Pull chain / \ fight in attic \� M 42" GFCI GARAGE / PS Garage Door / Opener I WP GFCI C O V ER Iio I -I P'ORIC H f ELECTRICAL PLAN SCALE: 1/4" = 11-011 Post Light wth "l-.117n o 2309.1 Total Attic Space = 2124 sq. f t. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit Photo cell tiu O 1 n H.B. Exhaust Duct �Thru Soffit Wire For Front Post Light R )DE t;( WillFLIIA13 T. FILE Copy raden t Braden AIA, PA Wrine Building Corp. Date Drawn Revisions : Sheet Architects - Planners -411 S.E. Coconut Avenue The Grand Carlton GARAGE LEFT 3-25-20 Drawn by: Tel : (112) 281-8258 C.C.U. F. - Fax : (112) 281-8283 E-mail: bradenaiaocomcast.net Spanish Lakes Checked by: St_uwrt PL 'A4oIcI4 jtAAt 'nnnn,%o St. Lucie County Florida D.R.B. OF 5 Comm # 12-2b B