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HomeMy WebLinkAboutBuilding PlansI 12 4 1 SLOPE W—I" T.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plgwood 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 V a \ 5/8" thick x 8% cut/ coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II01.12 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 underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ma 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 3' 12" 5/8" thick x 8% cut H. oral finished stucco bands 3 �.. !/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATION MOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11451.12 2L ga. 5v crimp metal roofing attached to plgwood gdeck using #11 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 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Flan - Roof pitch at +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. , 12 SLOPE 14 SCALE: 1/4' - II 5/8" thick x 8% cut coral finished stucco bands - Finished Floor Finish Columns with oa. 5/8" thick cut coral finished stucco bands 2" x 4" top plate I) 1/2' drgwall tailing on truss bottom cord I/2" drywall on x 4" studs at IL" o.c. base —board ----\ 11 11 i 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV a10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition 12 SLOPE 4 Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4' - II Gulf Coast Supply and MFG 5v Crimp Metal roofing FL u11651.12 2L a. Sv crimp metal roofing attached to plgwood deck using u9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 Ib felt underlagment installed with min. 4 silo laps and 6" and laps fastened with corrosion resistant tin caps and with I. 5" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach lack to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32' CDX PI wood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 SCALE: 1/44 - II --- 5/8" thick x 8% cut coral finished stucco bands A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential.• Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorip 9 Wuxi Velocitg: IL5 mph ultimate Mean Roof Height. '- " Rod Pitch: 4:12 rtVXrXM" Internal Pressure pent: taxis Subjectability to damage from: Weathering: Neahaible Termites: Vera Heavu Width of Rod End Zone: 3`4' Wind Speed: ill mph ultimate Wirne�d Exposure Clasplication: C1.21 x O.L 0.12L Adjustment factor for Exposure Height: ASpp dear n Laid Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.L�L Components t Cladding Wind Pressure (NET) Rod Zone. I. +20.L/-32.L per Rod Zone: 2. +20.L/- 1., psf Rod Zone: 3. +20.L/-84.0 W Components t Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Pressure (NET) Wall Zone: 4. +3355.8/-38.1 par 0 Root 4 I Wall Zone: 5. +35.8/-41.8 W Zone Wai o Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.30d Shear Walls Considered for Structure? Y Root Zone 2 Continuous Load Path Provided? YYa�aa Wags Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Sal Bearing Pressure: " Presumptive: X Bg Test: pm SEE PRODUCT AP ROVAL FOR IMPACT P O E TION F ROPE IN 8 Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD.-11- pat FLOOR DEAD LOAD: 10 toot JOB ADDRESS: ST. L CIE COUNTY BOCC f(fz(q 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. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cunt. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. -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. II. Contractor to Provide a 2'-8" wide door at one bathroom for 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 %2 CRASH POST DETAIL N.T.S. 30 high bg 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) 6" 1`1. 2 " 2'h" 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All expIn x c" P.T. Buckosed 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 block with case her( materials exposed on the underside of the roof deck or on the attic walls shall comply prior to doer 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 C960, C1002, C104-1,0I1i, C1178, C12"18, C1395, or C139L and shall be installed according to the following: (FBC R102.3.5) Drgwall Thcckmesa Location Orientation Framing Member Spacing Maximum Max spacing of fasteners Nail sizing options for installation of drywall into wood framing members 2" x min. thickness Nada Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head /tee 0.098" diaOeter x 1 1/4" Iong annular -ringed or 5d coder nail 0.090' dm�Rx 1 5/8" long with 15/L'f" head Walla Either Direction 1L' pN G IL" OR Ggp1aum board nail 0.086' dia. x 5/8' with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8' long with 19/64" head / 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nad 0.092" dia. xR 1 1/8" long with 1/4" head Walls Direction IL e" IL" OR G paum board nail 0.0915" dia. x 1/8" with 19/L4" head. Install SGD thru buck into block with 3/I0 tap -con with 11/2" 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 apkrc 19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanging 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 #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wooer screws with self sealing washer at 12" o.c. max solacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant ton 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 hurricane anchor a each truss 12 , PRE-ENGINEERED TRUSSES with 1103 IOd x I �/2' minis ( 24" o.cJ sipportin® Max 4-- at 24"o.c. TYPICAL Islolbs. upidt �\ (shop drawings by manufacturer) Aluminum Drip � � Edge t Fascia 2" x L" Sub -Fascia Kaucan full o vent vinyl soirit i using 1/8 the shank x 1.5' loop roo(np nails with 3/8' dia. head product approval - miss chart W 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30, overlap at each filled call mil 1Llm Z;P!m 1147 \R-30 blown fibeirglase in bottom chord or trusses I/2' drgwall with smooth finish Two rows of beam block Pilled with concrete and (1) #5 bar cost. in each row. Substitute Car lintel filled with concrete and (1) #5 bar colt. for bottom row over openings 1/2" drywall over In x furringg strips at IL" o.c. with R4.1 fr-foil insulation on tgpical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. �D Mortar to be Tgpe "M' onlgg proportioned per FBC R601.1 and Mortar Jonta afiali camp i9 with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (I) #5 bar vert. (typical). Max spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over clean compacted termite treated Pill 'I LISConcrate 14 w footing with (2) #5 bars cost. and #5 transverse bar& at 48' o.c. TYPICAL SECTION Scale : 1/2" = 1'-0" do 1 0 to Masonry Beam nails Head fixed door sliding door i l/2" T 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 = 11,568 2" vTR I` 2" MASTER I 2"BATH I \ \ \ LAV-1 2" LAY-I� Irl I 2" J win " WC-1 " " LAUNDRY 2' VTR 2• AAY 2° �I s-1 3" eT-1 " 2" I KTICHEN _e`0 3N .Zee BATH 82 To septic PLUMBING RISER 34'-0" EGRESS \ 12" x 12" Concrete column block Pilled with concrete and p (2) #1 bars vert. tied Into i lintels above 0 ° Covered Porch 12`-8" O O n CID 7.1 c I MASTER BEDROOM -0" to T-P A.F.F. OIL Vaulted Ceiling 8'-0" A.F.F.OIL Flat Ceding i" x L" P.T. Buck nailed to O block with case hardened nails prior to door attachment O Masonry Wall Bottom Track ---Tgplcal Flooring Sill Install SGD thru buck into block with 3/I4' tap -con with Sliding Door D e t a i l 1 1/2" penetration at L" o.c. max. Prom each corner and 20.' o.c. max NTS thereafter at Jambs per product approval Jamb At Masonry Wall Window Schedule Mark Size Roucih O en. Window Descrl tion PRESSURE ZONE I. 4'-5'/s"x 5'-3 %8" 54%a"x M/4" Single Hung ZONE 4 2. V-2Ye" x 5'-3 %" "IS' x L3 %4' Single Hung ZONE 4 3. '-2" x V-2 1/2" 1 21,2x 38518" Single Hung ZONE 4 4. 4'-5%"x 4'-2%" 1 54ka"x 54V' 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 1'-04 108' x 84' Overhead Garage Door ZONE 4 B 3'-o' X 4'-8' 41'/;'x 83%+' Fiberglass Panel - [naming ZONE 4 C L'-Of X L'-8' 14' x 81 '/2" F10"°i.`°" Sliding Glass Door ZONE 4 D 2'-0" X V-8" Solid Core - Wood - 6-Panel -Si-Fold Finished 24' x 81 E X-C X L'-8" Solid Core - Wood - 6-Panel F 5'-0' X 6'-8' Solid Core - Wood - 4-Panel - Si -Fold G 2'-8' x V-8' x 1 si;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8' Solid Core - Wood - L-Panel J 2'-6" X L'-8' Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X L'-8" Solid Core - Wood - 6-Panel - Bi-Paid ALL Exterior doors to withstand pressures stated in permit info box on sheet #I 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 manufacturer s specs prior to construction N i„ GR AT R OM I40 Rod i Shelf I I N I rl 8'-0" to 9'-8" A.F. . 2" x L" knee -wall W L S E T Vaulted Ceding I below counter top DINING L - ROOM l ,F all Rod shelf as i low I Vanity to be 34 Y2"high 1 ° High Wall K�iTCHEN trio - 8'-0" A.F.F. 1 Flat Ceding 4- - $ Upper cabinets to -O" extend over IRef. 3 TH #2 I _ Q - Rod t Shelf 81-0" A.F.F. O1 m u V u Flat Ceiling ~ ILA ,°\ SECOND N BEDROOM 6�EGRESS Vanity to 34 Y2 high- ('( J -- mami hl!., c�v -n ssea i o rc�ctli 0 Steel Ballard _ I-I,1 _ _ qg detail on this she& 22' x 54' I Attie Access Provide auto light 1 L closer �C Q Q -a- J 2" Ln L_o° 4° 15 p Panel 3'-I" ° I in 12" x 12" concrete ith concrete and into lintels column block (2) #1 bars vert. above Pilled C tied V E R ORC L' D 2" iv ° 2'-811 2,_8, 3'-5" 9'-L" 3'-4" Install windows thru buck into block with 3/I6" tap -con with 1 1/2' penetration at V o.c. max from each corner and 20.' c.c. max thereafter at .Iambs and 20" o.c. max Exterior face at head and all per product approval of wall Buck to be In x 4' PT GARAGE Flat Ceiling 0 N r----------------- i L,---, Block wall in I garage to be I struck block 1 I / I 1 I I I I ° 3'-5" Vent 0 h- N Attach buck to block wall with 1/4" dia. Elco conc screws with min. 11/4° penetration at 12' o.c. max and 4" max from each corner thru Exterior face 2" x L" PT Buck of wall arias 1f�I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck [n Windows II block with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK D e t a l l a t D OOr prior to door attachment 7U01 INSTALLATION NTS NTS Braden t Braden AIA, PA Wynne Building Corp. Date Drawn : Revisions : Sheet Architects - Planners 3-26-20 411 S.E. Coconut Avenue The rand Carlton GARAGE R Drawn by: HEVIEWED FOR '"� Tel : (112) 281-8258L Fax 1112) 281-8283 G C.C.U. ;ODE COMPLIANCE E-mail. bradenaia9comcast.net Sppanish Lakes St. Lucie Countg Florida Checked bg: ST. LUCIE COUNTY Stuart. FL S499L #AAc10oDo32 D.R.B. _ _ _ _ ne t: Comm # I2-21 B %0 1 r�u1., I u�/__�L. INV I r_—.7: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSI= 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/ LX4 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 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E 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 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF I000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I6. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0'$ for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision roil 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, backfdling and compaction is complete. 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" 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 to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ C 30" overlap Fill cell with concrete and E at each Pilled c (1) #5 bar vert. ft ical). Thicken edge to 8"x8" 8p g Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR 48' unless otherwise noted one #5 bar continuous Vx6" #10/10 WWM on 10 mil Visqueen over Wood foundation for Contractor to provide o u p V see plan notes clean compacted termite treated fill Base p C<1 proper foundation chairs m� g spacing at openings GRADE av for proper steel installation u 4" concrete slab with fibermesh OR d 6"x6" #10/10 WWM on 6 mil Visqueen over /clean compacted termite treated fill °° Grade a*A "d. I —IIII i IIII III II _ _ II I - PORCH ABSCALE 1/2 I-O EDGE DETAIL - 30" min. — Concrete Footing j i j� with f2) #5 bar* cont. and #5 transverse bars at 48" o_c- #5 bar vert. w/ I / TYPICAL FOOTING DETAIL _/ SCALE 1/2" = I'—C 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per Foundation plan N #5 bars cont. bottom steel 9 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'—O" 12' x 12' concrete column block filled with concrete and (2) #1 bar& vert. tied into lintel* above Top of footer 16° below finished Floor 12' } IIII - - III IIII -!1 30"x30"xlV concrete column footingwith (4) — #5 bars each wa 3011 III 3 COLUMN FOOTING DETAIL SCALE 1/2" = I'—O" #5 bar Cont. in curb, Curb height Verifg based on foundation plan - Grade F -30" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar vert. ftgpical). Filled Cell Masonry Column With One -Max. spacing shall not exceed #5 From Footle To Tie Beam 48° unless otherwise noted 9 see foundation plan notes for Cone. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Vmqueen over / clean compacted termite treated fill;. 14I x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bar& at 48" o.c. ARAGE CURB DETAIL El 2" x 4" PT wood secured with 1/2"die. x V expansion anchors with 2" sq. washer at 18" o.c, overhead door track secured to wood jamb per manufacturer's product approval Garaoe Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED ��-rJ. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT O �0 Single Filled Cell Column NITS 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 III Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 - E-mail: bradenaiascomcast.met 0 i 0 34'-O" 20'-O" 14'-O" r— C a o ----- J o ° i i i i i i i i o o ° o Filled cell under - IQ girder above I FI 411 I O Rear Patio/Slab (�LUl to be poured separate -7 L , I Prom the house slab. : ) Oo r a Thicken footing to E 1 24"w under" filled cell _ a I Fi I °-I I I I 1 101a I L.-IL-11 10 kON77 4 INIa s under girder bearing. r----------- — ---� I I FI \ 1 O Rear Patio/Slab to 1 be flush with bottom of sliding door recess. _a I Slope 1/2" a —II I o I I -{ I I a III 0 I F1 I 0 1 II 1 1 —ii 32'-8" I 4" concrete slab with fibermesh OR I 6 x6 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 7 I FI I F y a m I I �I I r _ _ r - - 4'40 Steel Ballard 0 Pilled w/ Concrete m I'31 I I oo= FF I�al�l I I I I Eii FI � ---- I �y 3 1 a s o o I E 0l q I I iL a l O m a i I to El L -�- -�- O E a 1 "o r. o O I I I I I I o I �' u QI I� ® I x I in r I� r ® -- ----__ °°--------- --- EE 1.5" Recess for EO C ® ©` arage Moor 4' II'-611 61_211 31_5,1 9,_01, 31_511 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. The Grand C Sppanish Lakes St. Lucie County Florida m u� a emu_ 0 I n 4'-0. A/C FOOTING SCHEDULE Mark Sara Downption FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 128W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6°D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"111 x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS With With x 18"D Curl) at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 O'-O" Date Drawn Revisions GARAGE Drawn On C.C. uRIGHT .0U. . Checked bg: D.R.B. REVIEWED FOR CODE COMPLIANCE ST. LUCiE COUNTY Sheet Comm # 3 . 12-21 B OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on presspre for roof stated in permit info box on t acie plans for zone 3 Kea Area Ede Field Fastener Presx' e Zone I (I of 6" 8d ring shank 45 psf Zone 2 If 4 6" 8d ring shank 16 par Zone 3 4 " 4 it 8d ring shank 84 psf ** Zone 3a 6" 4i' #8 wood screw 112.5 psf ** Use nails or s rews based on Ares ure for roof stated in permit info box on these plans ilor zone 3 Verifg with Plan Concrete / Lintel "x 12" nn Block Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. x�_ Provide Cast -Crete SUB-OB/precast in = lintel set in mortar _ Min. 8' Bearing - r Provide #5 bar set in pre -cast lintel into beam where length or the opening calls for it. .T _Fr ..._ 1 'i Provide PT Bi attached per j letails into fillai 4' Pre -cast Sill R-II batts Filled Cell r #5 bare with min. 48 bar rs overlap in filled call. Tie all steel into continuous steel. Concrete Footing (see looter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL IScale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' bloekin.a to Vert. lag of trues with 10d x 1.5 nails at 4' o.c. Install Smpson MGT into wall Bang 5/a' dia. threaded rod set awn. 12' into wet beam and (22) 10d nails into truss V#i Rebar Reber 48 Bar Dia. Min. Overlap TRUSS BLOCKING D A' L Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POW �I NTS 1/8' thick light textured stucco installed per ASTM C 1121 over ASTM D type 2 paper backed ` I BE A SCHEDULE wire lath Waded 2 substrate through one layer of ASTM D Tope 2 felt paper using Bd Walla. Substrate be 111/32" CDX Plywood II�"II to nailed at L' o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Desert tion Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 31IILSLI2 Two rows of beam block filled with concrete and 1 #5 bar 2�a. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" BI continuous in each row. Hook vert. bar over top bar With w screws with self sealing washer at 12' o.c. max spacing over ASTM D #5 90e bend bar with a 10" min. la at t bar. p (type 2) 30 lb felt underlagment installed with min. 4 side laps and to" end laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced 6" o.c. at all lap"and two sta®pared rows 12" o.c. in field. Attach detail Back to trusses using attachment on this sheet "A" u it#6 B Additional recast Lintel bars Lintel Bar Clear ^ x, (1 Length Length Span Bars Bars :7. >;w.. r t': q : {'•' 2'-10" 2'-8" 1'-4" 2.#3 none it 3'-4" 3'-4" 2'-2" 6 2,43 none Ma-06/IT aFs-ID/IT 81118-I15/1T I? Additional 4'-O" 3'-10" 2'-8" 2,#3 none Simpson H 20 or equal ,,,, - #5 bars 4'-b" 4'-4" 3'-2" 2 rx3 nc 4 hurricane anchor at each true with (10) IOd z I I/2" nails CLEAN • �::: r; ne Res of?Block , none l 24" o.c.) sup orting Max updt Abov5'-4" 5'-2" 4'-O" d 2.#3 noneIB101ba v ' -Precast L 1116;" 5'-10"5'-8"4'-b" 2,#4 1p,Additionai none , 6'-b" b'-4" 5'-4" 2,#4 none Aluminum Drip #5 barsy Edge It Fascia 5/e' 7'-b" T-O" 6'-2" i 2,#5 none 12" Kama aPl6-IB/IT aPIL-IB/2T 8'-41` 1'-10" T-0" 21*5 none 2" x V Sub-Fasci Mou NOTES: I. min, coverage or steel=1.5" 2. min. bearing required a ea. end-8" ALL reinforcing steel is grade 40, Kalican Lull at vent viral sattit III lied 3. standard for remr, etee1=A5TM A4I5 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) LINTEL SCHEDULE Mark w Unit WidthSvc Laitei cost -Crete hcation Rome or 94 Slack Above Bottom Steal saw Tap stop" Siva ft vitg s. Load (PLP) UpeDL kft Lpad (PLP) La wrM Load (PLP) L22 2'-2' V-6" BPS-OBAT i s6 3064 166411 1024 L31 2'-V Fr- 4'-O' ere-OB/IT I s6 250 1363 163 L45 4'-5' B'-lo' 08-015AT — ! s6 1105 qOq 33sl L30 s'-O" 61-C aP8-05/IT 1 s5 1238 83s 721 LLO 6'-s' T-V SP8-OISAT 1 - 85 log 121 634 Lao W-0' T-4" OPS-I8/27 I s6 66 152 6q1 512 L10 or-O" l0'-&' aPS-0/2T I as 2 ss 643 630 401 L'105 V-O' 10'-6' sPis-M/2T ONE I 86 2 96 1633 US 401 1.100 MY-O' II'-4" BIRS-I8/2'r 1 $5 1 2 $6 562 4`114 452 LIOOB KY-0' 1 ll'-4" SPl6-1115/2T ONE 1 ss 2 86 Is" K= 462 L120 12'-O' 13'-4' eff-18/2T 1 85 2 OF 4111 428 324 L1208 rd'-O' IV-4" SPIB-15/2T ONE 1 ss 2 s6 1015 110 324 LHO 14'-O' 16'-4' SPIL-1115/2T ONE 1 $s 2 $6 1250 &01 25q LILO IL'-O" IT-4' SIRS-I8/2T 1 s6 2 06 1 0 M2 M4 LWIS W-O' 11'-4' 1 s11"16-0/2T ONE I ss 2 86 1 -60 1 600 M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. using1/8" die shank x 1.5' long gals. raong nails with 3/8" dia. head per product approval - we chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied__ — into lintels above thicken edge to S"xS' with concrete and one #5 bar continuous BEYOND Top of rooter IL" below finished floor Aluminum Drip - Edge E Fascia Flash and Counter flash Nail ledger to gable and truZda with (2) IOd at each web i' hi-nb lath vertical mood s to provide Ibratron into 3/4' penetration ■embers 5/8' thick light textured stucco on typical 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 sliding door recess Step per foundation plan ei Slope per foundation plan "m Trusses at 24' o.c. see shop drawings bg others Is ceiling transition—' ceded using metal studs verify exact configuration sizes Brace Gable and with 2' x 4' SYP #2 Slit back nailed to bottom of top chords using (2) IOd nails at each truss Batts batts fall ceiling tgpical section nts RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) n w N Q s, W a, � X C4tY H fla Z n W � 41' 2 u..� ti °w 10 a O U7 03 q uN 1- r_ s N M• �R-30 blown fiberglass Q m bottom chord of trusses -1/2' drywall with smooth finish W Two rows of beam block filled with concrete -and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom raw over openings 1/2" drgwall over I" x furrin strips at IL" o.c. with R4.1 Vfoil insulation on tgpical 8" Block walls Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8", do. threaded rod withi 1 m embedment ( 24 o.c.) supporting Max. (22) 10d nails into truss. Add with blocking to 1810 lbs. uplift <9 TA 20 r truss leg per detail on this sheet Flo oil 11111 MIN K In A oil ilwuroAr 111; 14 MIMS k I I Vz Ar FAW4 VAN A 03 , AV WK am I WAV MOM IN I, Crimb Metal rooring-l"'L *ZeWrat 12 o.c. max s�acing over ASTM D it installed with min. 4 side laps and 4" end Amin md i Mill prim, RIM iiiiiimi am, All drywall to be installed per FBC Ri02.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg proportioned per FBC RLOi.I and Mortar joints shall comply with FBC R60I.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill call with concrete and R ® O F () #5 bar Vert. (typieaU. Max. spacing shall not exceed FLAN a a � X � q r Oq rn C4 a Uj 2 a ti d)ZLiu d � N OD E N W ` cr Q W Brace Gable end with 2" x 4" SYP #2 min. mart back nailed to bottom or top chords using (2) IOd nails at each truss Base 48" unless otherwise noted Base see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET spacing at openings — ROOF PITCH AT -1:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fiberme&h OR L"xV #10/10 WWM an L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill l — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE I i I .III.: (LI Illli�l�llll,� 111�= Typical Section at Front fi orch e Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net 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 Wynne Building Corp. The Grand Carlton GARAGE Date Drawn 3-2L-20 Drawn C.C.U. Revisions : Sheet 4. Sppanish Lakes St. Lucie County Florida Checked bg: D.R.B. CODE COMPL,IAN O"r ! I IPIF: ran] W& E OF 5 Comm # 12-2-1 B