Loading...
HomeMy WebLinkAboutBuilding Plans5/8" thick light textured stucco on typical concrete block construction F T 10 N 12 4 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4 side laps i laps fastened with corrosion resistant tin caps and with 1. " ring spaced L o.c. at all laps and two staggered rows 12' o.c. Pie deck to trusses using attachment detail on this sheet --------® n 5/8" thick x 8% cut coral finished stucco bands SCALE: 1/4' - 1'-0" Gulf Coast Supply. and MFG 5v Crimp Metal roofing FL #11451.12 24 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 aide laps and L" 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" c.c. in field. Attach deck to trusses using attachment detail on this sheet PE. urcaa ��-4 0'-0" = Finished oar 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4' - P-Ow RESS 12 SLOPE 14 Finish Columns with / 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 Pelt underlayment installed with min. 4 ode laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all la s and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 5/8" thick x 8% cut coral finished stucco bands 2' x 4" top plate I/2" drywall ceiling on truss bottom cord I/2" drgwall on 2" x 4" studs at IL" o.c. base —board N II / 2' x 4" P.T. bottom plate stucco on typical concrete block construction REAR ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 d 26 go. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with sell sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end lops 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 i/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through \ one layer of 15 lb felt usingends. Substrate to be 19/32" CDX Plywood nailed Waded at 6" o.c. in field and edges with IOd ring shank galvanized nails into trues webbing. B'—I" BEARIN 2"1 1=1 1= 11 ®lWi mm 7= ■ ■ ilaic, IMI ME INI n \ 4" concrete slab with Pibermesh OR VW #10/10 WWM on L mil Viaqueon over clean compacted termite treated Pill Interior Non -Bearing Partition nts Braden t Braden AIAe PA Wunne Budding Corp. Alrchitects - Plamiers 411 S.E. coconut Avenue THE I ID SC D12) r Tel : (1281-8258 Fax : (112) 281-8283 � anlah Laken E—marl: bradenaiamcomcast.net 5t. Lucie County Florida Stuart_ PL %4ggt �11, SCALE: 1/4" - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) 1 Florida Bwlding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building[ Design is: Enclosed Risk Category. II Wind Velocity: IL5 mph ultimate Mean Roof Height�ll'-_j21 Root Pitch: 4:2 l Internal Pressure coefficient: to-inI' Subjectability to damage from: Weathering: Negligible Termites: Veru Heave d Width of Rod End Zone: '- ' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.12L ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+OAWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.1, psf Rod Zone: 2. +20.6/-51.0 pal Rod Zone: 3. +20.L/-84.o psf Components 1i Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Pressure (NET) walZ�5.+5.8/411pt®et Zone I lo: 3-.a Wage Zone Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pef Shear Walls Considered for Structure? yes Continuous Load Path Provnded7 YYeeaa - Roof Zone 2 Ott Are Components an Cladding Dew Provided? Yes Walie Zane 5 END ZONE Minimum Sal Bearing Pressure: , Presumptive: X B Test: F S E Ravr AP ROYAL F R-IMPACT- PROTECTION- FOR O N,0kXR ®- Corner Zawa r ..;. Rod Zane 3 ROOF LIVE LOAD: X_ ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _4L_ pof FLOOR DEAD LOAD:-!P-- pat JOB ADDRESS: \V3S4:;� SS\G Model: Date Drawn Revlslons c Sheet3 REAR 3-28-18 5-23—I8 Garage floor slope and Drawn by: amok* detector revision PORCH : c.c.s. 2o1Z-C>-)� I-15`1B RIGHT Checked l� REVIEVI/ED FOR Impact g CODE. COMPLIANCE p �,.8. 1Jr5 BOCC FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify 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 L. Drywall 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 accessibility 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 R302.4 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 5. Wall and Ceding shall have a flame -spread classification of not greater than 200 per F L. Wall and ceiling finishes shall have asmoke-developed index of not greater than 450 p 1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 8. G�((ppsum board material shall conform to ASTM C34, C19, C415, C514, CL30, C931 C�(LO, C1002, C1041,C1111, C1118, C1218 C1395, or C139L and shall be installed according to the following: (FBC R102.3.5� Dr call Thr . I Location Orientation Framing Member Max spacing of fasteners sizing options for of drywall Spacing Maximum IN mstallauan into wood framing members Nails screws 2" x min. thickness Ceding Perpendicular 24" 712' 13ga 1 3/8" long with 19/L4" head 0.098' diameter x 1 1/4' long y2" annular -ringed or 5d coder nail OR 0.080' dia. xx 1 5/8" long with Walls Either IL' g• IL" Direction 15/64 head R G psum board nail 0.080 din. X 1 5/8' with 9/32' head. Calling Perpendicular 24" 1' 12' 139a 1 5/8' long with 19/tL4' head OR 0.098' diameter x 1 3/8' long annular -ringed or Ld coder nail .t Walls Either IL' g• IL" 0.092" dia. xR 1 1/8' long with Direction 1/4' head OR Gµpsum board nail 0.0915' dia. X 11/8' with I'll head. 9. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1, A118.3, A134.1 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 accompanyingg smoke developed index not to exceed 450 when tested in accordance with 4STM E 84. Insulation shall comply with F.B.C. RBIL. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 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 underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ?aced to trusses using attachment detail on this sheet \ Receaa Lop plate ii x 3/8"d Counter top - verify typo pport engb with contractor CRASH POST DETAIL "'``°'' °" th" °'1fet N.T.S. 7 3C high bg 4" diameter steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install L' from each and and Base cabinet expansion bolts into one m center of counter. slab (3/8"t 50 ksi steel plate) see angle detail 2' x 8" wood studs 6" 1/2' drywall at IL" o.c. 2i5" 2" %2" /2„ b T" �^ f3/e" O 4:: BC R302.9.1 air FBC R302.9.2 2' x e' PT wood plate KITCHEN ISLAND FRAMING, DETAIL 12 I .. BATH R A I �%. I I 13 1 2• LAUNDRY I I I 1 1 1 2.1 I I 1 Yi �• J 3" siwiai 2, 3 moi 2" Window Schedule Mark Size Rough O en. Window Descrl tion PRESSURE ZONE I. 4'-5ye"x 4'-L %a" 54%'x We' Seigle Hang ZONE 4 2 V-2 Ye"x 5'-3 %:' x 63 %;' 5111111110 g ZONE 4 3. 2'-2" x 3'-2%2" 2132"x 385'e" Smgb Hung ZONE 4 4. 3'-1" x 5'-3%" I 38' x 631/4" gurgle Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108' x 94" Overhead Garage Doe' ZONE 4 B 31-0e X V-s" 4111'A" x 81 Panel - Insiminii ZONE 4 C 6'-O" X V-8" 14' x 81 %2" ^°' 6e tin gluing Gloss Door ZONE 4 D 2'-O" X V-e" Solid Core - Woad - 6-Panel -Bi-Fold Fmiehed 24' x 81 %' E 2'-6" X V-e" Sabd Core - Wood - L-Panel F 9'-09 X 6'-8' Schd Care - Wood - 6-Panel - Be -Fold G 2'-8" x V-8" x 1 N" Solid Core Wood. Steel, or Mesarste Door H X-8" X V-8' Schd Care - wood - 6-Parcel J 2'-6" X V-8" I Schd Care - Wood - 6-11manel - B1-Fah! ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough openinq dimensions to be verified by contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal �><RE hurricane nc{�ar at each true 12Masonry Beam with (10) iOd x I I/Z" nails -ENGINEERED TRUSSES I" x L" P.T. Buck nailed to ( 24" o.c.) supporting Max 4 at 24"o.c. TYPICAL block with teal hardened nails / 18101bs. uplift (shop drawings by manufacturer) prior to door attaehmenE Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2' drywall with smooth finish 2" x 6' Sub -Fascia Two rows of beam block Pilled with concrete and (1) #5 bar cunt. in each row. Substitute Kagean roll o vertu ving1 sal installed owprecast lintel filled with concrete and (1) #5 n 1/8' dia ahex 1.5" long all bar cunt, for bottom row over openings roo�ng nk nails with 3/8' dia. head per product approval - we chart shut #1 1/2" drywall over 1' x furring strips at IL" o.c. with R4.1 rfod insulation on tgpical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction as Mortar to be Type "M" onlyg proportioned per FBC RLOi.I - and Mortar Jonts shall comprg with FBC R401.2,1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30' overlap Fill cell with concrete and at each Pilled Dell (U #5 bar vert. (typical). six spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with hbermesh OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated Pill Grade � i i _ _ x 14" Concrete footing with (2) #5 bars cost. and #5 transverse bars at 48" cl S� TYPICAL TION C Scale : 1/2" = 1'-0" KITCHEN r AAY �2. a- i I n I r2v i OATH #2 SANITARY RISER wilts Attach buck to block mall with 1/4' dia. Elco conk scrams with on. 1 1/4' penetration at 12' o.c. max and 4' max from each corner thru extsnar face 2' x V PT Buck -of MR IDales 88 Wood screws thru jamb mto bulk at each hinge and 15' ill mar and Detail at Door prior to door attaahmsnt NTS INSTALL VULKEM BLOCK SEALANT 1 ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK - INSTALLATION Instal twndaus thru buck into block with 3/IL' tap -al with 1 1/2" penstratiam at i" o.a max r sir each, carer and 20." 11 max tltsrsa/ter at jambs and 20" o.c. max. Exterior face at hoed and r per praduct approval of mall Sufic to be I- x 4' PT I'x4' P.T. Buck nailed to ock with tear hardened rate D e t a l I at W m d ow s prior to aindow attachment NTS Verify attachment hole location with GC Install SGD thru buck into prior to fabrication block with 3/16' tap -con with 3/e" I I/2" enetration at L" o e max steel 12" 6" p /from each corner and 20." o.c. max thereafter at head per product approval 3" Use 3/I6" tap -con with COUNTER TOP BRACKET DETAIL 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval i" x 6' P.T. Buck nailed to block With case hardened nails Head prior to door attachment fixed door sliding door n Masonry Wall : Bottom Track Typical Flooring " > Sill Install SGD thru buck into block with BAIL" tap -con with Sliding Door Detail 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden t Braden AIA, Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaOcomcast.net H.B. 8'-10Y2° T-1 Y2° i'-1 Y2" 2 °° °° °° ° it EGRESS 12' x 12" Concrete column block Pilled with concrete and 13'-II" O p (2) #1 bars vert. tied into lintels above Filled cell under r girder above PORCH WIRE LATH t STUCCO CEILING IL -O" Cl MASTER ° 0 BEDROOM ° c 0 0--------- ILOJILQJI0 0 JAW-C" A.F.F. r Flat Ceiling 1 I I Vanity to be ® 1 4 Y2high 8'-O" to 9'-8" A F F % NZ 3'-4" 0 LU ® Lu q 5: tu Jr O1 F- n Rod t ShelrT Vaulted Ceiling 4' 7 -3 - - 1 � 19' GREAT' ROOM to �LOS T I o I --lillJ Rod t Shelf 1 r 1 ilk DRYER ASHER 1 ,, 1 LAUNDRY Z I f-lihv-o" to 9'-8' Vaulted C 1 H DINING �Vanitg to be 1 34 Y2"high 11 ROOM T counter tops to 1 3/8' thick steel 5,-3„ I I ;4- overhang wall 1.5" counter top eupp in SECOND q BEDROOM 8'-0" A.F.P. Flat Ceiling F r THIRD, BEDROOM r J11118'-O" A.F.F. i41 Plat Ceding 12'-8" in `it-11 meta laaietum Provide auto 150 Amp closer Panel - ,y � - I I / F ()l � I I ° I GOLF CARTI cr GARAGE I 1 - 1 13'-0" 1 9'-0. 2'-800 tops to " I well i.5 � ii�il�ii�■i�1`'" l I „ I ME 1 I 1 I % i 0 I I ■ ■ ■ ■ I QU co in a-2 wit cn X H.B. Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 1,4,024 Under Roof Total = 2.484 sq" ft. Wynne Building Corp. Date Drawn : Revisions : Sheet REAR 3-28-18 5-23-18 Garage floor slope and TH �U i �l D S O R PORCH Drawn by: smoke detector revision 2. RIGHT Checked by: S aniah Lakes 5 1 Lucie County Florida D.R.B. OF 5 Comm 15-159B impact J I I\U1 UI\f—'tL 1XVI./ I ]=J: 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 15 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. 7• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 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-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 1400 PSI 15. 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 SCALE: 1/4" = I'-O" 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 upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to °I'-11" I it 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 2-4' o.c. unless otherwise noted (see section) 6. Contractor to provide for Farm Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 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 '11SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 0XV #10/10 WWM on IO mil Visqueen over clean compacted termite treated fill Grade FOOTING SCHEDULE Mark am . Deacr twn I 14% x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 12"W X 18"O MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET _� I i 14"w x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" fF i j TYPICAL FOOTING DETAIL SCALE 1/2" = 1'- 4" concrete slab with fibermesh OR 6"xC' #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill #5 bar cunt. :r bars cunt. bottom steel 12" DETAIL AT 4" GARAGE STEPDOWN If SCALE 1/2" = 1'-0" 12" x IT concrete column block filled with concrete and (2) #1 bars Vert. tied into lintela above Top of footer IL" below finished floor_ Verify house slab height in field #5 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 4" concrete slab with fibermesh OR 0XV #10/10 WWM on 10 mil visqueen over clean compacted/termite treated fill -n" a F F Amt\ 11 opt ft e�J ��'''',,EEwn nr�n cs I�_I111 14"w x 14"d concrete monolithic 'footina with (2) #5 bars cunt. GARAGE CURB DETAIL 4x_" concrete slab with fibermesh OR 6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. ' ..� In 101, a' (2) #5 bars cunt. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN If sCaLP 1/2" = I'-n" 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 PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4+5 From Footin��g To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location d Double Filled Cell Column Single Filled Cell Column NTS NTS 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied Into lintels above 8'-10Y2" I ° 8'-10y2" I ° ° ° ° Jd3 _ ° FI I C7 pilled cell under 24" girder above J Rear Porch Slab to O 1 r be poured separatelg 1 ll! I from House Slab. O_ rl ° O ° Thicken footing to 24"w x 14"d x 24"L I I V I under filled cell ° under girder bearing. I ° LJ XL ., Ir LJIL!JI � na �m I FI '� ° I Rear Patio/Slab to ° I be flush with bottom of sliding door recess. I Slope 1" I ° I� I 1 F— a I i IF I° I H.B. A/C 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 4 mil Visqueen over ' clean compacted termite treated fill o I DRYER ASHER I I I I I FI I ° ° I I I °I I° i I I I i DW i Fl 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I ° I MICROWAVE NVNOETT 718-MARI ° Q O O — — — I I I I 4"m Steel Ballard ° See detail on this sheet IL I FI I 1 J F5 L— g F6------ r — — — — = w LU ° I O 14 step ul I I Q I I❑ ° I F517 (1)I ° 1 I L— — — — — — s-- ° I--------- ° ° ° 1.5" Recess for ° ° ° — — a ° C] ° 1.5" Recess for O 00 Garage Door Izari GaFa—ge Moor 2'-8" 9'-0" 6'-4" I _ 7_8„ 91_01, 2,_8„ Braden it Braden AIIA. PEA Architects - Planners Wyn le Building Corp. 411 S.E. Coconut Avenue J� WINDSIC THE Tel ('i12) 281-8258 ++--�✓ SI Spankh Lakes StLucie Count Florida Fax : (112) 2 87-8283 E-marl: bradenaia comcast. net Stu>Art_ FL '%4ggG 2AA["_nnnnA7 Date Drawn Revisions : REAR 3-28-18 S-23-18 Garage floor slope and Drawn by: smoke detector revision R PORCH C.C.U. REVIEWED FOR RIGHT Checked by: CODE COMPLIANCE D.R.B. _— oftr%l mwrre: Ulu OM XL ya >L H.B. Sheet 3- OF 5 Comm # 15-159B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws bas d on ressure for roof stated in permit info box on these pPans for zone 3 lee Area Ede Field Pastener Pressure Zoe 1 6" 6" 8d ring shank 45 Par Zone 2 8d ringshank 'Id par Zone 3 4 it 14 8d ring shank 84 psf ** Zone 3a is 6" #8 wood screw 112.5 psf ** Use nails or s rews based on resrure for roof stated in permit info rbox on these plgns For zone 3 Concrete / Lintel Column Verify with Plan Reber to Lintel Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. X,, Provide Cast -Crete == -I-q-= 8u8-OB/OT precast I- lintel set mortar min. Min. 8' searing "x 12" nn Block Reber 48 Sar Dia. Min. Overlap Attachment BEAM SCHEDULE Mark Size and Descri tion Two rows of beam block f I,Iled with concrete and 1 #5 bar Bi continuous in each row. nook vert. bar over top bar with #5 90e bend bar with a low min. lap at top bar. OF"BAT 81108-18/1T el•B-I8/2T Row of Above 8Fi6-IMAT 8PI6-I13/2T NOTES: I. min, coverage of steel=l.5" 2. min. bearing required a ea. end=8" 3, standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel -ength Bar Length Clear Span ",4" Bars 2'-10" 2'-8" 1'-6" 2 u3 3'-6" Y-4" 2'-2" 2.43 4'-0" 3'-10" 2'-8" 2,#3 4'-6" 4'-4" 3'-2" 2,#3 5'-4" 5'-2" 4'-0" 2,43 5'-101, 5'-8" 4'-6" 2 u4 6'-6" 6'-4" 5'-4" 1 2,44 6'-2" 1 2,45 T-10" 1'-0" 1 2,#5 ALL reinforcing steel is grade 60 Provide #5 bar set in pre -cast R C C F FLAN Scale : 1/2" = 1'-0" Iintal into beam where length of the opening calls for it. - O L t 1 i- O ii 1 t h t d t h Il t j, l Provide PT Buck p I attached per jamb 4 Idetails into filled c I I � 4" Pre -cast sill I' ver angs a un ass o erwise no a on 1s s ee - Roof pitch at 4:12 unless otherwise noted on this sheet -_= - Truss shop drawings to be provided by manufacturer -r - Any changes to this plan shall be submitted to the -� 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 Ll - Poured Filed can _ Contractor to provide for Form Board Survey and to provide _ Form Board Survey to Truss Company prior to truss construction de #5 bars with min. 48 bar .era overlap in filled cal. Tie call steel into continuous steel. r V. )ls J 1 L Concrete Footing lees footer schedule for exact srsaa) DETAIL AT WINDOW OPENING iN CBS WALL Scale: I/2" = I'—o" SINGLE PLY REAR GIRDER TRUSS . Woekinp log d Lies with IOd x L6 r s s at�4" ex - Invited Simpson MGT, �indtos =0 w" sett6beamm amid i21) IOd = wito taws TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING PO NTS i 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 Tgpe 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 4 o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck 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 urderialiment installed with min. 4 side laps and V 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 JIB" 3ars none none none none none none none none none LINTEL SCHEDULE Mork owrtowRom Wrst wit I#intel Size Cast -Crete S gboy Dottom at" � Tap Steel S� Max. 14 Lad (PLF) Mat . wd 0) MLaL Load (PLF) L22 2'-T" 3'-C OP8-O8AT 1 #6 3011411 EL41 1024 131 ,---191 3'-H 4'-00 O'8-08/IT 1 #6 2661 1363 163 L46 4'-5" 5'-10' 8F8-08/IT 1 #6 1106 109 331 L50 W-O' V-0 OF8-�/IT I #6 r23O an �21 L60 6'-B' T-6" OF8-OB/IT I #6 Ion 121 534 LBO B'-O• 9'-4" OF8-IB/2T 1 85 2 #6 152 191 SR L90 1'-O• 1 10'-6' ffB-I8/2T I t8 2 #5 643 930 401 005 1'-0' I l0'-6• BrK-IB/2T ONE 1 a5 2 as 833 M3 401 LI00 10'-0' II'-4' 6i18-211 1 ab 2 85 582 +M 452 LIOO 10'-00 g'-44 BFIt-6/2T ONE 1 88 1 2 85 M" i02B 452 1.120 17-�O/�" 13'-4• �8-18/2T I UP2 as 411 420 324 L1208 121-0' IV-4' OF16-IB/2T ONE 1 #5 2 a5 io-w no 324 LI40 W-O' 16'-4' OFl6-IB/2T ONE I a6 2 a5 Iwo tog 251 LI60 IL'-08 111-4' OF8-IB/2T I s3 2 a6 300 114112 1114 LILOB IL'-O' I11-4' Of16-IB/2T ONE 1 as T 1 #5 990 000 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurneane anchor at each truss with (10) IOd x 1 1/2' nails - 1 24' ac.) supporting Max. 1810lbs. uplift Aluminum Drip Edge t Fascia 12" 2' x V Kalican full o vent vinyl soffit installed wwmmpp I/8' din shank x 1.5' long gdv. wooing nails with 3/8' din. heed per product approval - we chart sheet #1 12' x 12' concrete column block filled with concrete and (2) 81 bars vert. ti j` into lintels above thicken edge to 8•x8' with concrete and one #5 bar continuous BEYOND Top of rooter 16' below finished floor -IIII IIII — 1 Ii I I II 12 4 into Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd Is at each web 3�/4�"r Ww"ration 5/8" thick light textured stucco on tilpical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of slidmg door recess. Wood Step per foundation plan Slob& bar foundation blan a \. N Q W 13 a_ X a� ai r log) N�� m i4- W b _ ' m a NX-C: rum Brace Gable and with 2' x 4" SYP #2 Oft back named to bottom of top chords using (2) 10c nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown Fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar coat. for bottom row over openings 1/2" drgwall over I" x furring strips a% IL" o.c. with R4.1 fr-foll insulation on tgpical 8" Block walls All drgwall to be installed per FBC RiO2.3,1 and shall meet all pertaining ASTM codes. co Mortar to be Tgpe "M" onlgg proportioned er FBC R401.1 and Mortar joints shall comply with FBC �601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). ax. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xL" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill ` ' II �IIIIIIIIIIII�I IIIIII , '- IIII III I IIIIIII I,II II I I,I _III. !e�i — � IIII !IIII—IIIIIII1 II'Illa II � 1=1 111 Tubical Section at Front Forc Scale : 1/2" = 1'-0" Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with min 12" embedment into beam either wet set or in epoxg with ( 24" o.c.) supporting Max �� �(22) 1Od nails into truss. Add blocking to 1810 lbs. ucllft HETA 20 trusa leg per detail on this sheet AI� SETA 20 Provide t Simpson HETA 20 Provide for gutter hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift THETA 2� N Q W N Q W N W O I Y O Provide downspout Opt. PATIO/SLAB PANEL "A" Pdn DR Lead Wren Description moll Mot Doscro mn Wire Load 8* Pares 1 20 1.2 M BIZ Rarrgeratar I Raw 86 @.O ka 60 2 1 20 1.2 ks sit clothM s wasr 3 1 20 1.5 km 812 Kitchen S.A.C. 5 6 Dr er 810 5.0 ka 30 2 1 20 1.5 ko s12 Kitchen S.A.C. I 8 1 20 - s12 HaChrooa Remote 110 An c 810 5.0 ka 30 2 1 20 1.2 ks 812 otwoo her w 12 1 20 1.2 ks 812 Microwave 13 14 Ar Hand 810 5.0 ka 30 2 I I5 s14 General Lighting 15 16 1 IB s14 Cameral Lighting 11 IB WH s10 5.0 ka 26 2 I I6 414 General Lightmg 19 20 I 16 814 General Lighting 21 22 GDO 812 0.81 KW 20 1 I I5 s14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 awe Spam 21 30 Spar, PANEL "A" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watts) General ,Lighting !3, watts„sq; , Pt;) ............ . ....... . . . . . lunge .................................. ....................... Rafrlgerator.................................................. Microwave .............. Dish . Washer .................................. �loth4e. w.a�h4r............................................... Clothes. Dry4r................................................ Water Heater I136 3 64106 2 1.500 3.000 1 12.000 12,000 1 1200 1,200 1 1500 1 1.500 1 1,200 1.200 1 1.200 1,200 1 5,000 5,000 1 4,500 4,500 I 810 810 Total Watts 36.616 h,F srst 10000 Watts 9100% 1 10.000 10,000 iimainder 26.A6 e40% 1 O 10.246 r lectric Heat or A/C 10.000 065% 1 10.000 10,000 ""alculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Said ® Recessed Can Light Ss Double Pole Batch Egebdl Recessed e Push Button Switch Exhaust Fan -9 D Outlet $ Carling Mounted Light -0 Special Receptacle ♦ Wall Mounted Light watewoof Word fault Circuit Light with Poll Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Snake Detector %0* Ceiling tan ® Tolron evisJack ® Tahrphona Jack .=31 a ° A/C Diseonneet ® 1 x 4 Florescent Light ® 12 x 4 Florescent LMK ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN O No THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" i-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit AMP PANEL 200a rated meter can 2" PVC schedule rv'Yv^r� 2' nw ELEC L RISER rods- #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule_ 40 conduit sleeve into attic 200a rated meter can r bonding point 2" PVC ( FPL schedule 80 2' rigid service AM P PANEL bonds g pan 1 1 ground rods ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL-CU Landing lugs. NTs 124 CFM IOxlOx6 MASTER" BEDROOM 124 CPM IOxlOxb B/A 8x4x4 9 CFM OSET SO CM77ALAUNDRY U &Z1loossoossasi •-, TJ 12A2xe el, B/A`,� ppCFM ll SECOND BEDROOM THIRD BEDROOM 100 150 Amp Panel GOLF C,AR- GARAGE 1 1 I I I B%A O - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment I - Verifg AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only From panel to devices 15. Contractor shall guarantee all materials and workmanship free or defects for a of not less than two from 20. All equipment and panel sizes shall be The shall verified before circuit routings to 2. Provide and wire all required smoke E Carbon period years ordering. contractor provide Monoxide detectors. the date of 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. charge and shall include replacements or repair or any or as selected bg others. 5. ALL exterior outlets to be WP/GFCI protected. other phase or Installation that may have been damaged. 6. Recessed cans to be Installed per NFPA requirements. 14. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper reaatant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RM1602 the requirements necessary for the equipment to be placed in 23. All a osed wire below 9'-I" shall be xP Installed In metal EMT 9. A(C Refri t Imes that are run thru slabs must be ��� proper working order. IN in IZ. All work shall be done in accordance with the N.E.C. and conduit. 10. II. ALL A/C Equipment shall comply with energy calculation All be bg licensed shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per 46 work shall performed a electrical meet all standard requirements of the local electric utility PM1502 contractor, the completed tam shall be fullg operative. and telephone company. 12. Contractor shall pay for allayees. permits, testin , and 1B 13. Inspections including blower testing where required. All be trades to 18. The electrical agatem shall be completely and effectively work shall coordinated with other avoid grounded as required bg 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. 12a PORCH 14'1 CFM IOxIOx1 14'1 CPM IOxIOx1 r✓ I REATI ROOM i I 1 I I IO xlOx I I _141 �I I ICPM OWOxb KITCHEN 07Q0 MICROWAVE R7 A1 T � CLEAR MONO -VENT C��\ OPENING L - - GARAGE r----------------- i I I I I I I I 1 I I I I I I I I I I I I 1 I I I WIN era sewers s rear -of Archmects - Planner's 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-marl: bradenaIasi comcast.net 3 TON SEE MANUAL 'J' and Enargy Calculation for unit into Install oulet under disc, - not shown for clarity AiC MASTER BEDROOM \ [1 0 ICI PORCH WP GFCI \ -- I W P " I VI/ I I I I I I GREAT 'ROOM r� l /I / I € / I / I ,'/ j DINING oelolleI ROOM I � I I �\ Fcl � I � I I GFCI ° C.M. Detector I I I on! per FBC R3�4.3 ,TC HEq I ® d (� �j if fl1 I // Se• CLEAR - 0 - / J - 4 - GFCI -Tr ! Fa W.H. THIRD s .: tealdetaimallard sheet BEDROOM-,---s F�:A, W ! I l i p S_-T.,e?�xA6a� 1 I q i L_ t_J AN T \ OPTIOLOCANAL PANEL FCI ' \\ GARAGE / / 1 GFCI 150 Amp ► /to rmw \ \ Panel GFCI \ \ ` GFCI r-------- ®- _ e "rk: ! r------ is--------i Garage / Garage Door I / I Door I I Opener I a I Opener I / GOLF CART; ! GARAGE I ! I I I I ! 1 I 1 I GFCI to garage lights 1 1 / D� VP DRYER Au LAUNDRY SECOND I BEDROOM, I / I . ! / I / I ELECTRICAL PLAN 1----r_- Past Light with O SCALE: 1/4" = 1'-0" Phow Cell Center Post Light Attic Ventina Calculations Total Attic Space = 2101 sq. ft. C 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit between driveways e Wire For Front Post Light 1,11 nne Burldlna oP Date Drawn : Revisions : Sheet Comm u -- p REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision THE W I N D S O R PORCH c.c.U. E -1 15-1598 S ankh Lakes RIGHT Checked by: Impact S . Lucie County Florida p.iZ.B. �;UL;C L: COUNTY OP 5 BOCC