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HomeMy WebLinkAboutBuilding Plans8'—I" T.O.B. OL 2' O'-O" = Finished Floor OL 12 4 1 SLOPE Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #II451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 r wood screws with self sealing washer at 12" o.c. max spacing over P (type 2) 30 lb felt underlagment installed with min. 4 side laps an laps fastened with corrosion resistant tin caps and with 1.25" ring.gl spaced V o.c. at all Iapa and two staggered rows 12. o.c. in field deck to trusses using attachment detail on this sheet 0 5/8" thick light textured da ® stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT 9� i ATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max apacing over ASTM D (tgpe 2) 30 lb felt undarlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L oc. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced L" o.c. at all laps and two staggered rows 12" o.c. in fie deck to trusses using attachment detail on this sheet al H. 5/8" thick x 8"w cut O coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 12 SLOPE 1,4 \ Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: I/4° = I'—O` Ovrhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at -f: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. , 7 V , r 12 v.6 SLOPE 14 12" 5/8" thick x 8"w cut H. oral finished stucco bands 00 000 /8 thick light textured �5 stucco on typical concrete block construction, RIGHT ELEVATION SCALE. 1/4' - II Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #11451.12 26ga. 5v crimp metal roofing attached yy4 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 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detai on this sheet —ley 2. H. ® ❑ 5/8" thick x 8"w cut coral finished stucco bands ; ld 0'-0' = Finished Floor Finish Columns with !/ A 5/8" thick Ill ght textured i+aa001o0aa mv 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction PRONE' -ELEVATION 2" x 4" top plateIn[ I/2' drgwall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base —board I I / 2" x 4" P.T. bottom plate \ 4" concrete slab with fmbermesh OR A'A" #10/10 WWM on Land Viayueen over clean compacted termite treated fill Interior Non -Bearing Partition nLs Braden it Bradan AIA, PA Wynne Buildinu _. Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 T i LL l l G r a n t; " ... e- r t an Fax (112) 281-8283 $ ankh lakes =t E-mail: bradenaiaecomcast.net g Lucie Count Florida C+..-w+ l=1 '.IAQQL itAAr`nnnn'1'f 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 Plywood nailed at V o.c. in field and edges with 0d ring shank galvanized nails into truss webbing. 12 SLOPE 14 SCALE: 1/4' - II 5/8" thick x 8% cut coral finished stucco bands .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) i Florida Bolding Code Reaidential: Lth Edition and ASCE 1-10 for Wind Loading Building Design ia: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height. IIII'—OO• Roof Pitch: 4:12 I Internal Pressure ant: t D_ M Subjectability to damage from: Weathering: Negligible Termites: Vera Heavu I Width of Roof End Zone: V-4' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L - 0.12L Adjustment factor for Exposure Haght: ASO demon Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone. I. +201/-321 psf Rod Zone: 2. +20.6/— 1.0 psf Rod Zone: 3. +20.6/-84.0 pal Components t Cladding Wall End Zone Width. V-4' Components t Cladding Wind Pressure (NET) Wall Zone: 4. +335.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 pd ao WR oar 4 I Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walls, Considered for Structure? yes- Roof Zone 2 Continuous Load Path Provided?_yft ays Zone 5 Are Components an Cladding Detaille Provided? Yes END ZONE Minimum Sal Bearing Pressure: , Presumptive: X Bi Test: pal SEE PRODUCT APPROVAL FOR IMPACT PRO TE TION FOR OPENIN S ®- Cornfir Zones Rod X'WW 3 ROOF LIVE LOAD:.17_ pd ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: JF- W FLOOR DEAD LOAD:—LQ— pal JOB ADDRESS: (`.9 c,,rgQlk Date Drawn Revisions : Sheet 3-2L-20. LE COPY GARAGR GHTE Drawn by: j I 00* { ��� 1` �y]�� C.C.U. Checked by: R kWED FOR D.R.B. CODE� ST. L CIE COUNTY 13OCC 10l7G FLOOR PLAN CRASH POST DETAIL TYPICAL_ NOTES: SCALE 1/4" = 1'-0 " N.T.s, I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter steel crash post. Floor proceeding with work. Flange meth 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion ,bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have sla (3/e't so ks1 steel plate) 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. o" 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 f3/e ° alp" 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 0 0 2��� I. 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 accessibility requirements.12. M`2handicap 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L' P.T. Buck block with case hen materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1002, C1395, C1396 be C4W, CIO4'1,C11l-1, C11-18, C12'18, or and shall installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Orien Framing Member Max. &pacing of fastanare Nail sizing options for drywall into Spacing installation of Maximum Nails ficrews wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44' heed 0.098" diameter x 1 1/4' Iongg annular -ringed or 5d coder nail OR 0.060' dia. xx 1 5/8' long with Walls Either IL" 8" IL" Direction 15/L4" head OR Ggpeum board nail 0.086' die. x 15/8' with 9/32" head. Carling Perpendicular 24" 1" 12" 13ga 15/e" long with 19/64" head 0.098" diameter x 1 3/8' long annular -ringed or Ld coder nail e OR Wall& Either IL" 8" IL" 0.092" dia. xx 1 '11/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/L4" head. Install SGD thru buck into block with 3/I6" tap -con 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/I6" 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 apprro 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A1311 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile 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 E developed index not to exceed 450 when tested in accordance withh RA 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt undarlayment installed with min. 4 aide laps and L" 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 Simpson HETA 20 or equal hurricqne a chor at each truss 12 wrth (IO) is x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24' o.c.) suppporting Max. 4 r- at 24'o.c. TYPICAL I810lbs. upidt (shop drawings by manufacturer) Aluminum Drip _- �� R. 30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (i) #5 bar cunt. in each row. Substitute Kagcan full o vent vmsl soffit installed precast lintel filled with concrete and (1) #5 using 1/8' dia shank x LS' long galv. bar Cont. for bottom row over opening& raofmg nails with 3/8' dia. head per product approval - see chart sheet s1 1/2" drywall over I" x furringg strrpa at IL" o.c. with R4.1 frfal insulation on tgpical 8" Block walla 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 OD Mortar to be Type M onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) #5 bar vert. w/ 30' overlap FIII cell with concrete and at each filled call lD #5 bar vert. ltypacaD. Max. spacing shall not exceed Wood 48' unless otherwise noted sae foundation plan notes for ass spacing at openings 4" concrete slab with fibermash OR 0x6' #10/10 WWM on L mil Vrequeen over clean compacted termite treated Pill a Grade _IIII--IIII IIII .III- IIII- -� � I I I „ „IIII IIII I I I- 14"w x 18 Concrete footing with (2) #5 bars cont." and #5 14" transverse bars at 48 o.c. TYPICAL SECTiON Scale : 1/2" = 1'-0" sailed to Masonry Beam tried nails men 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" `1`4,\ VTR 2"1 MASTER I 2" BATH 1 11 I..AV-1 1 e N 2 LAv-I 2" 2 " I win-i WC-1 2" VTR* 2" AAV " " 2" LAUNDRY " 1 S-1 3„ eT-1 " 2" I" KTICHEN LAY-1 " 2" 3" BATH 82_1 3" .1 °1" r "PLUMBING RISER To Septic n n I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door al ry Masonry Wall "Bottom Trae Typleal Flooring Sill install SGD thru buck into block with 3/I1." tap -con with Sliding D oor D e t a d Prom I om penetration at L" max. each corner and 20..' o.c. max At Masonry Wall NTS thereafter at Jambs per product approval amb window Schedule Mark Size Rou h Coen. Window Description PRESSURE ZONE I. 4'-S%"x 5'-31/0" 54%e"x 63%4" Single Hung ZONE 4 2. V-2i9"x V-3 %s" 15' x 63 %;' single Hung ZONE 4 3. '-2" x 3'-2 1/2' 2lk2'x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2%" 54%a"x 54Ys" 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'-O" X if -Of 108' x 84" Overhead Garage Door ZONE 4 B 3'-O' X L'-a. 41 1/4°x 83N, Fiberglass Panel - Inswing ZONE 4 C L'-O' X 4'-8' 14' x 81 1/2" eFi° b°`t"" Shding Glass Door ZONE 4 D 2'-0" X L'-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 %2" E X-L' X 4'-8' Solid Core - Wood - L-Panel F so -On X 6'-84 Solid Core - Wood - 6-Panel - Bi-Fold G X-8" x V-8" x 13i;' Solid Core Wood, Steel, or Masonite Door H -8' 2'-8" X to Solid Core - Wood - L-Panel 2'-OL' X 4'-8" Solid Core - Wood - L-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" 8'-4" 2' 9'-4" 12" x 12" Concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch 8'-O" to 9'-I " A.F.F. OL Vaulted teiling GR AT R OM I I I W-O" to T-8" A.F.I . 2" x L" knee -wall Vaulted Ceiling I below counter top DINING I ROOM I F a9aa I �r i Vanity to be I 34 %2"high 1 High Wall I N W - - fiver -hang 14'-O" EGRESS 12'-8" N _I OD MASTER BEDROOM 8'-0" R.F.F. Flat Ceiling Rod - Shelf L' Vanity to w 34 Y2 high- � I i w1 L SET AIS r 8" � Rod SheIP i how I ° I KyITCHEN --J o 8'-0" A.F.F. i b " • r' LL ° 1 G • M C7 ° ° Flat Ceiling 7r2! O 8'-I" 4° peer ca mats to extend over eP. >�nai .0 wairiV'amt O 60kRod t Shelf350 N - - - - - N ® -11 !seta 1 _ } 4 steel Ballard M in O W 1 $ I�:: _ _ _ 54g detail on this thee . ' i xA N 1 oc Attm coin Provide auto light 1 closer IL J _wth 8'-0" A.F.F. -ail s Flat Ceiling _ i me vn II'-L"4" s 150 Amp ~LLB Panel ^� SECOND © T ° N BEDROOM E ERess" Y GARAGE El T I Pe'-4" A.F.F. O Flat Ceiling 0 N 0° ° 1 O EGRESS r-----------------if if ° Block wall in ° °D ° ° 1 garage to be struck block" O C VER DI I12" rill x 12" concre a column block Pilled rth concrete and (2) #1 bars v rt. tied ORC I in into lintels above s ITZI OD 00 C 2,_8„ 2'-8" 3:_5,: 91_0:1 9'-4" 3'-4" 5'-4" 34'-O" Install windows thru buck into block with 3/I6" tap -con with 1 1/2' penetration at 0 o.c. max from each corner and 20." o.c. max thereafter at jambe and 20" o.c. max. Exterior Pace at head and all per product approval of wall --\ / \ Buck to be 1" x 4" PT Exterior face V er A REVIEWED FOR COD* STa BOCC Attach buck to block wall with 1/4" die. Elco comic screws with min. 1 1/4' penetration at 12" c.c. max and 4" max from each corner thru 2" x L" PT Buck "x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT �- block with case hardened made ON ALL JAMB, HEADER, AND at Wood hinge thru Jamb into buck at each hinge end IS' o.c. max 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 AIA, PA Wynne Building Corp. Date Drawn Revisions : Sheet Architects - Planners 3-2L-20 411 S.E. Coconut Avenue GARAGE Drawn by: Tel : (112) 281-8258 The G ran d Carlton RIGHT C.C.U. 21 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net S ankh Lakes Chocked by: Atii„ow* 1=1 'A.a4ac saernnnna`) 5 . Lucie County Florida D.R.B. OF S Comm # 12-2-1 B 34'-O" e7 1 1CU i U1'a/-tL IXLJ I �__.7: 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/ 4X6 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. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN S. 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-I6, 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 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I(6. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. Termite Protection for New 2. Contractor shall be responsible for verification of all 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 Sall 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 I #5 bar Vert. at -48li If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up to 5'—I1" Wide. area shall be re -treated with a chemical soil treatment 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 by the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. 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 t0 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/ C 30" overlap Fill cell with concrete and E (1) #5 bar vert. ftgpical). Thicken edge to 8" x8 at each Pilled a Max spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48. unless otherwise noted one #5 bar continuous 6"xb" #10/10 WWM on 10 mil Visqueen over Contractor to provide Base see foundation plan notes for clean compacted termite treated fill t41 roper foundation chairs spacing at openings 4" concrete slab with fibermesh OR GRADE or proper steel installation 6"xb" #10/10 WWM on 6 mil Vraqueen over ; clean compacted termite treated fill 4 — _ Grade III III n, _ L !III a `T71 - Ii- ��"w x 18"d Concrete footing -III - ---III with (2) #5 bars cont. and ##5 3 transverse bars at 48" o.c. 3„ 14" I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per „ foundation plan if 3„ 3" (2) #5 bars cant. bottom steel 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Pooter 16° below finished floor AT GARAGE STEPDOWN SCALE 1/2" = I' - PORCH #5 bar cont. In curb Curb height Verdg based on foundation plan - 3011x30"A0 concrete column footing with (4) 45 bars each way FOOTING DETAIL SCALE 1/2" = 1'-0" Grade 52 GARA B EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each Pilled cell Fill cell with concrete and (1) #5 bar vert. (tgpical). Max spacing shall not exceed Good unless otherwise noted see foundation plan notes for see 3ase spacing at openings J 4' concrete slab with fibermesh O VxV #10/10 WWM on 6 and Visqueen clean compacted termite treated f lit i �I �Illli dill,I�i- II 14"u x 18'd Concrete footing J with (2) #5 bars Cont. and #5 transverse bars at 48" ox. URB DETAIL 30" min. Corner Steel La nts Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Rover - O Single Filled Cell Column NTS 2" x V PT wood secured with 1/2°dia. x V expansion anchors with 2" sq. washer at 18' o.c. overhead door track secured to wood jamb per manufacturer's product approval Gara(ae Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net 20'-0" tJl 14'-O" 10'-01, - r- t— — — — °° — — — — —I ° °l I ilij Filled cell under - girder above O FI �y Rear Patio/Slab O I® W /L---to be poured separate rrE fromthe house slabg I al 24"uilcxe�4" �mZ4"i I a- under filled2 cell FI 1 under girder bearing. I Or- - - - -I- - - -- I- Rear Patio/Slab to be flush with bottom of i sliding door recess. slope 1/2" -{ I I I I I �I I FI 1 ° I I H ° I V concrete slab with fibermesh OR 4"x6° 1$10/I WWM on 6 mil Visqueen over ° I clean compacted termite treated fill7 1 F1 1 I ° I -4 1 �- O i y I I ° .B. I of - -i° 4"0 Steel Ballard W J I 0 filled w/ Concrets m > _ I I o o= Qal o +� m a�4 I I I E S� I ►- u. rE~ I of I O IQ o� (L v�U vLL- °I ia °ou____i i i i i-i Q Q 111 = I # U QI I ZAN IL ° °I �x I° in - - - :r_a4 L - - - - - - - - - - - - 1.5 Recess for stage oor 6'-2" °i'-O" 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wunlie Building Corp. The Grand Carlton Stani$h Lakes St. Lucie Countg Florida 4'-0° A/C 41 0 i v- REVIEWED FOR CODE COMPLIANCE:. ST. LUCIE COUNTY BOCC FOOTiNG SCHEDULE Mark am D tan FI 14"W x IS"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 3o" x 3o" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 18'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0' Date Drawn R.'evision& : Sheet Comm # 3-2to-20 GARAGE Drawn by: 12 _ 2 RIGHT C.C.U. 3 Chocked bg: B D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plygwood 4. Use nails or screws bas d on presspre for root stated in permit info box on these pans for zone 3 K ey Area Ede Field Fastener P x. ssure Zon I 6 8d ring shank 45 psf Zone 2 ad ring shank 16 psf Zone 3 4 4118d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf. ** Use nails or s rews based on Ares ure ?or for roof stated in permit info box on these plans zone 3 Provide s5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel. X�, Provide s5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast -Crete = _= -r A-`- 8U8-013/OT precast - -- -- -- - initial set in mortar Mtn. 8' Bearing -- -- -- -- - - -- R-II batts Trusses at 24" o.c. see shop drawinga� bg others R-30 Batts batts -� "iFrame ceiling transition fill YICUVX I i 1 iI i as needed using metal studs -- Provide PT Buck I i field verify exact configuration attached per ,lamb I 1 oared Filled Cell and sizes details into filled cal I see wtgp calall 'section I1 4• Pro-castat I { Ceiling transition Insulation Detail nts Provide s5 bars with min. 48 bar iemetars overlap in filled call. Tie �� filled cell steal into continuous ...I , Pouter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to Yen. leg of tuna of IOd x L6 nalb at 4' C.C. Verify with Plan Fr Install Smpecn MGT into wall tong Concrete 12"x 12" n ���6/e' din threaded rod t min. 12' LintelF777,7Column Block into wet beam and (22) �Od nails mto truss Reber Reber 48 Bar Dim. Min. Overlap TRUSS BLOCKING DETAIL Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS i -I/$' thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d Haile Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL s11651.12 26 ga. 5v crimp metal roofing attached to plywood neck using s9 x 1.5" wood screws with self sealing masher at 12' o.c• max spacing over ASTM D (typo 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 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 LINTEL SCHEDULE Mark Window UnR Lintel Srri ast-Crete Specification 'H' Block Above Botts Steal San Tap Steel ams CiravRg Lad (PLF) Up�ift Land (PLF) LxOL ettwal Lad Win) L22 2'-2' 1 V-6' GF8-OBAT I s6 3064 S61 1024 L31 _-0 4'-0" sps-OB/IT I s6 1Ki 1369 its L45 4'-5' V-10' GPG-OBAT I a6 1105 404 334 LBO 6'-0' 61-C 8F8-OBAT 1 86 1238 an 121 L60 C-8' T-0 aP8-OBAT 1 $5 109 121 534 L80 W-O' T-4' GPB-I8/27 I s6 2 s6 152 641 5112 1.90 T-O' 10'-6' Glee-I15/21' I ss 2 86 643 630 401 L90s 9'-O' 10'-6' 8FI6-Gs/2T ONE 1 06 2 $6 1639 ae3 401 1.I00 10'-O' 111-4' ePe-I13/27 1 s6 2 $6 582 494 452 LIOOS KY-O" W-4' GFI6-1115/21' ONE I of 2 s6 I366 1018 462 L120 12'-0' IV-4' GFB-1111i I s6 2 06 411 428 324 L1208 IT-O' IV-4' 8PK-93/2T ONE I s5 2 86 1015 110 324 LHO 14'-O' I6'-4' 8PI6-15/2T ONE 1 s6 2 86 IWO 601 261 LI60 W-O' IT-4' OPG-I15/27 1 96 2 86 $00 M2 M4 LUOIS IL'-O' 111-4' GFI6-113i ONE I a6 2 86 950 500 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 REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurrica a anchor at each truss with (I�) IOd z I I/2" nails - ( 24" o c.) suppporting Max. I lolbs. uplift Aluminum Drip " Edge t Fascia 12" 2' x 6" Sub-Fasci Kalican full o vent vinyl sdfit installed using 1/8' dia shank x 1.5" long gels. rodiing nails nth 3/8' dia. head per product approval - ate chart sheet $l 12• x 12' concrete column block filled with concrete and (2) s1 bars vert. tie into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of tooter 16" below finished floor 12 4 into Aluminum Drip _� Fascia Edge t Flash and Counter flash Nail ledger to gable and truss with (2) IOd ilia at each web • ia-nb lath verucd Need s to provide :ratron Hilo 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan -i s5 bar vert. w/ Brace Gable and with 2" x 4" SYP s2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES 9 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 tilled with concrete and (1) a5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall over I' x furring strips a� It" o.c. with R4.1 t`i-foil insulation on typical 8" Block walls All drywall to be installed per FBC R902.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onig proportioned__ pper FBC RLOIJ and Mortar joints shall comply with FBC R60'1.2.1. N IU Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/6" dia. threaded rod with min 12" embedment 24" O.C.) 5U Ortln Max.into pp 9 (22) beam either wet set or in IOd nails into truss. Add epoxy with blocking to 1810 lbs. uplift < ET0 r truss leg per detail on this sheet VAIMMAIVA NOWWAII Ar I Id VIA P r "A AN R PAR .11rallowdMA, IN, 071911=12 "WIR NZAV 10 CL 1 iMAW, A N-WAS 'A lrr_� woo screws with self scaling wnsher at 12" o.c. max spacing over ASTM 0 (tilpe 2) 30 lb felt underlagma,-it installed with min. 4w side laps and 4" end laps fastened with corrosion rat -stant tin caps and with 1.25u rino shank nails �I FAA �L Attic Access L —m!" —.j SLOF)7E 1-4 Ei 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) at each filled cell Fill cell with concrete and R O O l- FLAN Rear Patio/Slab to (U 45 bar vert. (typical). be flush with bottom of Max. spacing shall not exceed eliding door recess Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings Step per foundation plan 4" concrete slab with Pibermesh OR VxV s10/10 WWM on 6 mil Visqueen over Slope per foundation plan foundation plan °D clean compactad termite \treated Pill IIII_ IIII �==1�1� IIII III - I 1 1','l��= w � � X sa r oW� N � �A O 4 t1 UJ 2 d to w u ., to'° N 00 iE q 4 N Q w Brace Gable end with 2" x 4' SYP s2 min. art back nailed to bottom of top chords using (2) IOd nails at each truss REVIEW[ ;ODE CON ST. LUCIE "D FOR IPLIANCE - OVERHANGS AT I'-O" UNLESS OTHERWISE NOTED ON THIS SHEET - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER - 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 - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Z-2-19 PANEL "A" Poles BR Laid Wee Dasrnptlon and coat Description Weo Laid BR Pass 1 20 1.2 Its s12 Rehgerata I Rave aL 12.0 km 50 2 1 20 1.2 ks s12 Clothes Washer 3 1 20 1.5 ko all Kitchen S.A.C. 5 Dr 910 6.0 Its 30 2 1 20 1.5 ks 812 Kitchen S.A.C. I e 1 20 s12 Bathroom Reeepts 9 10 AS Cmdd@w 810 9.0 kw 30 2 - 1 20 1.2 km s12 Dishsashsr 11 12 1 20 1.2 ka s12 "Wrareve 13 14 Ae Hand $10 5.0 kw 30 2 1 15 - $14 General Lghtma 15 IL 1 15 $14 General LVKM n Ia WH SIC 5.0 ku 26 2 - 1 16 - s14 General Lighting 19 20 1 16 $14 Gonsi al Light" 21 22 Goo 912 0.81 KW 20 1 I6 s14 General Lg" 23 24 spare Spero 25 24 Spare Spare 21 1 28 1 Spare spare 29 1 30 I Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watta) General„Llghting,.(3. uiatta.,wig., ft.),,,,,,,,,,,,,,, Small. A,pplianee„Crrcult( . . . . . . . ............................. Ratlga...... ......... ......... ......... ................. .Refrigerator.................................................. ,MIcr4uiave..................................................... Dr Washer ................................................................. Glo6bes..W.A§hPf............................................... Clothes..Dryer................................................ Water, Heater Garage. Door ,Opener 1135 3 5,205 2 ISOO 3,000 1 12.000 12,000 1 1,200 1.200 1 1.500 1.500 1 1,200 1.200 1 L200 1.200 1 5.000 5 000 1 4,500 4,500 1 BIO 810 Total Watts 35AI5 First 10000 Watts 9100% 1 10.000 10,000 Remainder 25,N5 940% 1 O lOA46 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30414L Voltage 240 Calculated Wattage Divided by Voltage - Total Amps 126.02 Panel Size Required - 150 Amps r Electrical S mbol Legend S single Pde Satoh ® Recessed Can Light Double Pole Switch Eyebon Recessed Ps Push button Switch cr Exhawt Fan *9 Duplex outlet Collins Mounted Light Specsol Receptacle Wan Mounted Light 0O1nfault circuit L%Lt math Pull Chem (attic) Floor Duplex Outlet © Computer Connection Jade ® Carbon Monoxde Detector 4& Flood Light T Thermostat Electrical Penal m ® Central Vac 8 Electrical Meter ® Smoke Detector Calling fan ® Television Jack = Telephone Jack q DISC A/C Disconnect I x 4 Florescent Light ® 2 x 4 Ploreacard. Light ® ® Speaker Nook -Up = JUNCTION BOX TO SUPPORT A PAN Q = THERMOSTAT LOCATION B/A = BALANCED AIR H.B.T Vent _thru__ �o7Flt l FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE 1-2-19 APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN CopperS With #1 Grnd 2' PVC Schedule 40 conduit ISO 2' PVC Schedule 40 conduit sleeve AMP into attic MC PANEL AHU PANEL AHU 200a rated 200a rated meter can n meter can rl Interegotem bonding Interegstem baedng 2" PVC ( FPL Termination pant 2' PVC ( FPL Termination pant schedule 80 schedule 80 2' rigid service FPL 2' rigid service FPL rods lsvanaed �B_ground rods �ialivamad ATIO/SLAB PATIO/SLAB I I GR AT R AT 1 I I Center Registers 101dOx7 on casing fan IL1 xiGx7 12" DINING ROOM HN 232 CFM 12)dxl SECOND BEDROOM 12x12x9 i i B/A COVERED PORCH - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - 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 - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: 1. Use copper wire only from 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 The 2. Provide and wire a required smoke t Carbon of period of not years ordering. contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verily 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 an called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge 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 cane to be installed per NFPA requirements. IL. It is not the intent of these plans to show everg minor detail 22. All raceways and pipes placed In or through any concrete 'I. Tamper resistant AFC1 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 complyg w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. ABC Refri t lines that are run Ehru slabs must be � proper working order. 23. All exposed wire below 9'-1' shall be installed in metal EMT 10. sleeved in ALL A/C Equipment shall comply with energy calculation 19. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall conduit. 24. Dryer Vents to be 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility installed per FBC RMI502 Contractor the con I tad s stem shall be fully operative. �or and telephone company. 12. Contractor shall peg alleea, permits, teairngand blower 13. inspections including testing where required. All work shall be coordinated trades to 18. The electrical aystem shall be completely and effective)g 0 with other avoid grounded as re"wed by the latest edition of the N.E.C. interference with theogress of construction. pr 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. 11.3 CFM lox1OxL MASTER BEDROOM 163 CFM IOx1OxL II ______ 1-i I2 B/A LOSET / /�- I / F"---� I. --- Yea -thr-m- Soffit M{ 22' x 54' 1 Attic 4-h ighr. 150 Amp Meter Panel GARAGE r----------------- I I I I I I I I I I I I I I I I I I I I I LAYOUT SCALE: 1/4" = 1'-0" Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net H.B. Exhaust Duct Thru Soffit- 14 Wire For e Front Post Light .4tovered Porch'., MASTER BEDROOM I i 1 � \ j WP GFCI \ / \memsessame -® IVII �°`.� R T Smoke / Carbon -� - - RO M Monoxide Detector Combo \ I I M I � I _ S,♦ - I I LPSET iI I_17 II I L-- - C DINING GFCI .---r ROOM H I I� I 1 � G Cl FCI GFCf \ \ I 1 ° SQAi `IS i KITCHEN I\N C HiMEs C.M. Detector �3_2 ' 3' -,"2'124" onlp3er FBC 211134 TIN 09 ►l kil ( enter 1 ND / �a BEDROOO V J / if B /\ ys \ �WP GFCI \ P 01;ZC � I -I �1 "h GeCI 22" x 54"_ Attic Access L __h Optimal Pia PR 1910 Amp 1 location one Pull chain light in attic 42"h GFCI GARAGE Garage Door Opener r-----------------i I I I I I I I I I I I I I I I I N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Instalunder disct r disc. N unde un not shown For clarity Ix A/C eter LJ� REVIEWED FOR "'�''J L F /�j�COMPLIANCE ELEC I I\1C/4 L14I�l TrLUCIECOUNTY! 6'-3" Wynne Building Corp. The Grand C Spanish Lakes St. LuCle County Florida ne Post Light with I Photo cap SCALE: 1/4" = 1'-0" Attic Ventinc Calculations FBC 2309.1 Total Attic Space = 2124 sq, f t. Venting Ratio 1/150 = I�f.l6 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions G3-2c-2o GARAGE RIGHT Drawn by: C.C.U. Checked bV: Sheet Comm 3t - 12-21 B