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HomeMy WebLinkAboutBuilding PlansOL 8'-1" T.O.B. 2" O. O'—O" = Finished Floor Ad 11 12 4 1 SLOPE ----------------- Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 side laps and L" an( laps fastened with corrosion resistant tin caps and with 1.25" ring hank nail spaced V o.c. at all laps and two staggered rows 12" o.c. in fie(. Attac deck to trusses using attachment detail on this sheet 5/8" thick light textured '11OA stucco on typical concrete block construction ' v ,. ems.,... ,�,v,. ...�e;.,.NY'•"�rr. - �.�+�.E��..._ 5/8" thick x 8"w cut coral finished stucco bands I- F FT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 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 6" 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 ask to trusses using attachment detail on this sheet 5/8" thick x 8"w cut coral finished stucco bands Finish j Columns with '8" thick cut coral irshed 'stucco bands ELEVATION NIIFv} Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v cramp metal roofing attached to plgwood -deck using #9 wood screws with sell 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 12 SLOPE 14 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block 'construction finished stucco bands REAR ELEVATION SCALE: 1/4' - II - Overhangs at V-O" unless -,therwlse noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. , 12 SLOPE 14 12„ ' 6E]. 5/8" thick x 8"w cut H. Zoral finished stucco bands °❑' 5/8" thick light textured stucco on typical concrete block construction I HT .� ELE TION ... SCALE: 1/4' - 11 Gulf Coast Supplg and MPG 5v Crimp Metal rooting PL #11451.12 d 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails raced L o.c. at all laps and two staggered rows 12 ox. in field. Attach deck to trusses using attachment detail on this sheet 1/0" 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 14/32' CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 r.o.B. 7 00 ®® E LJ. El ElF(D ®®®® 5/8" thick x cus coral finished stucco bands lul = Finished Floor Finish Columns with 5/8" thick light textured ao. 1V 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATON ­ SCALE: 1/4' - II 2" x 4" top plate 1I ' 1/a" drgwall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base —board —�^ 11 [",- 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xA" #10/10 WWM on L will Viaqueen over clean compacted termite treated fill Interior Non-Bearinq Partition Braden it Braden AIA, 10A Architects - Planners 4 x 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net is Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida ----5/8" thick x 8"w cut V (2 - cQ17 coral finished stucco bands sv lE ED FOk CODE COMPLIANCE' �0�' T. LUCIE COUNTY \ Garace Finished FISaor 3 /21 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CL G OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residentials Lth Edition and ASCE '1-10 for Wind Loading Bwldin Design III Enclosed Risk Category: II Wind Veloaty: IL5 mph ultimateMean Roof Height.pW—p' Roof 4.12Internal Pitch: rtwwfin" Pressure Coerrielent: tD_Is Subjectabihtg to damage from: Weathering: Negligible Termites:Vera HeavaWidth of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L — O.'12L Adjustment factor for Exposure Height: AS deal n Load Combination: ASCE 9-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+O.2 Components t Cladding Wind Pressure (NET) Rod Zone. I. +20.6/— a.L par Rod Zone: 2. +20.6/— l.0 psf Rod Zone: 3. +20.6/-84.0 pot Components t Cladding Wall End Zone Width: 3'-4' I Components t Cladding Wind Pressure (NET) Wall one: 4.+3S.S/-38.1 pet 4 Wall Zone: 5. +35.8/-4T.8 pal Wally ZnZone o Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Sheer Walls Considered for Structure? es 0 - Root Zone 2 Continuous Load Path Provided? Wa#$ Zone 5 Are Components an Cladding Detm s Provided? Yes END ZONE Minimum Sal Bearing Pressure: , Presumptive: ­XjBill Test: psi SEE RODUCT AP ROVAL FOR IM ACT PROTECTION FOR OPENIN S ® - Corner Zones Rod Zons 3 ROOF LIVE LOAD: 31 pd ROOF DEAD LOAD: 10 pot FLOOR LIVE LOAD: " 5— W FLOOR DEAD LOAD: JQ baii, JOB ADDRESS: �'e�.D Date Drawn : Revisions Sheet Comm >« G3-2L-2o GARAGE Drawn RIGHT - 12 _ 21 C.C.U.. Checked bg: 13 D.R.B. nF 5 FLOOR PLANT I,H, CR,4SH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. 1. Contractor to verify ALL notes and dimensions prior to 34" high by 4" diameter proceeding with work. steel crash post. Floor Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. L" 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,600 PSI concrete. �V r2„ ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "' X3/8" ° Drywall at ceilings shall be leveled and attached to bottom chord ta of trusses with screws per FBC R102.3.5. !21/,6. �" 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. 2,/2„ 2%„ 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. 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 Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam lactic insulation qof I" x 4' P.T. Buck nailed to blocknail. materials exposed on the underside the roof deck or on the attic walls shall comply to door ottaehmend with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C960, C1002, C1041,011-1, C1178, C1218, C1395, or C1399 and shall be installed according to the following: (FBC R l02.3.5) Drywall Thickness Location Omentation Membeg Spacing Maximum Max. spacing of fasteners Nail sizing options for installation of drywall into wood framing members 2' x min. thickness Nails Screws Carling Perpendicular 24" 1" 12" 13ga 1 3/8' long with 19/64" head �211 0.018' diameter x 1 1/4" long annular -ringed or 5d coder nail 0.080' dia. xx 1 5/8" long with 15/64" head WallOR a Either Direction I6^ Sx 140 OR Ggpsum board nail 0.086' dia. x 15/8' with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8' long with 19/64" head 0.098' diameter x 1 3/8" Ion g annular -ringed or Ld coder nail OR 0.092" dia. x 1 1/8" long with 1/4" head Walls Either Direction 16" 8x ib^ OR Gg1psum board nail 0.0915" dia. x 1/6' with 19/64' head. Install SGD thru buck into block with 3/16" 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 11/2' penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product appro 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 developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12 2L 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 (type 2) 30 lb Pelt underlayment installed with min. 4 side laps and 4' 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 Simpson HETA 20 or equal hurricane a chor at each truss 12 with (10) lad x 1 I/2' nails PRE-ENGINEERS=D TRUSSES ( 24' o.c.) 00 ting Max. 4 at 24"o.c. TYPICAL 1810lbs. uplift (shop drawings by manufacturer) Aluminum Drip - �v R-30 blown fiberglass Edge t Fascia in bottom chord or trusses _V-I/2" drywall with smooth Pmmh 2" x 6" Sub -Fascia Two rows of beam block Pilled with concrete and (U #5 bar cunt. in each row. Substitute Kaycan full o vent vinY1 tiara installed recast lintel filled with concrete and (1) #5 urnp 1/8' do shank x 1.5' long aaiv. gar cont. for bottom role over openings roo(ny nails with 3/8' dia. head per product approval - wa chart sheet s1 1/2' drywall over IN x furring stnpa at It." o.c. with R4.1 Pi -foil insulation on typical 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 �D Mortar to be Type "M" onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas tax. showers, tubs etc...) #5 bar vert. w/ 30' overlap Fill cell with concrete and at each filled cell () #5 bar vert. (typical). Max spacing shall not exceed Wood 48' unless otherwise noted see foundation plan notes for ace spacing at openings 4" concrete slab with fibermesh OR 0x6' #10/10 WWM on 6 and Visqueen over clean compacted termite treated Pill y y h Grade - - 14 w x 18 Concrete Pootmg with (2) #5 bars cont. and # 5 Y III 4 transverse bars at 48Y o.c. TYPICAL SECTION Scale : 1/2" = I'-O" 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" I VTR Al 2" MASTER I 2"BATH I -1 I 1*4 ` aWM 2xIt A LV -i 2L"V 2x -II w0-IA 2" VTR4 2" AAV x x 2x LAUNDRY " I s-1 3x er-i It 2" l KTICHEN y LAy-1 x 2" 3 " BATH 82 WC-1 " 3" PLUMBING RiSER To septic 8'-L" \ 12" x 12" Concrete column block Pilled with concrete and (2) #1 bars vert. tied into Ii lintels above Covered Porch it I I ii I I IN x V P.T. Buck nailed to O block with case hardened nails 1 Head prior to door attachment 4 O i " � fixed door sliding door 11 \ Masonry Wall 1/2" Bottom Trac Typical Flooring Sill Install SGD thru buck into Detail ^� block with 3/16' tap -con with Sliding Door De t ail I I/2" penetration at 6" o.c. max. from each corner and 20.' o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size ROU h 0 en. Window Descri Lion PRESSURE ZONE I. 4'-5%s"x 5'-3 ve" 54%"x 0314" Single Hung ZONE 4 2, V-2Ye"x V-3 Ve" 15' x 0 j4" Single Hung ZONE 4 3. '-2" x V-2 1/2' 2lk2'x 3851s° Single Hung ZONE 4 4. 4'-Sie"x 4'-2�e" 54i."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 manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 'I'-O' 108' x 84" Overhead Garage Door ZONE 4 B 3'-00 X C-am 41'/4"x 83%4" Fiber Ian Panel - [naming ZONE 4 C L'-O' X 0 -8' '14" x 81 1/,° Fd'° �`°" Sliding Glass Door ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 i2" E 2'-L' X L'-8' Solid Core - Wood - L-Panel F 5'-O' X V-8' Solid Core - Wood - L-Panel - Bi-Fold G 2'-e' x V-8' x 1 4" Solid Core Wood, Steel, or Masorete Door H 2'-80 X V-84 Solid Core - Wood - L-Panel J 2'-L' X iI Solid Core - Wood - L-Panel - Bi-Fold K X-8" X V-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 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 i in 34'-O" 9'-L" I v 8'-O" to 9'-I" A.F.F. AL Vaulted Ceiling GR AT R OM I 19'-8" I I I N I 8'-0" to T-8" A.F.Q. 2" x V knee -wall Vaulted Ceiling I below counter top DINING I ROOM I ,F Vanity to be I s 34 Y2"high High Wall I , war -hang 8'-0" A.F.F. OL 2tjG Flat Ceiling ir ~ ILA M\ SECOND N BEDROOM EGRESS 14'-O" EGRESS it MASTER ° BEDROOM ;1310 8'-0" A.F.F. OLcm Flat Ceiling LL "l 0 -41 r I �I 6 4 L SET 0 Vanity to 34 Y2 hlgh- i� r BATS I Aar cmats o extend over ef. Qen Rom; cY I v W 0 Steel Ballard m I$ I�" - I detail � on this shee °C y " xA5ams �� Attie Provide auto wth bht I closer -.j L' o„ 4° a 150 mp m Pal u w - lJl IUI r filled CC tied FORCWl V E R = T O D 1 � Q 12' x 12" concrete ith concrete and into iritels,,above column block (2) #1 bars vert. ° D I l °r) ° 3'-5Ns 9'-4" Install windows thru buck into block with 3/14' tap -con with 1 1/2' penetration at V o.c. max. from each corner and 20." o.c. max thereafter at Jambs and 20" o.c. max Exterior Pace at head and all per product approval of wall ---\ \ Buck to be IN x 4" PT GARAGE 8'-4" A.F.F. O Flat Ceding 0 N --------------- Block well in I garage to be struck block l I I I , I I l O° IS'-10" Exterior face O CF N O Vent filler n 4'-0. A/C o I 'v- eter Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4' penetration at 12' o.c. max and 4" max from each corner thru 2" x V PT Buck O N `I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT f' dock with case hardened nails ON ALL JAMB. HEADER, AND #e Wood screws thru jamb into buck Detail at W i n d OW S prror to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door priorat to door attachment e and 15' c. max end INSTALLATION NTS NTS Braden It Braden AAA, PA Wynne Building Corp. Date Drawn : Revisions : Sheet Architects - Planners 3-26-20 411 S.E. Coconut Avenue The Grand Carlton GRIRC HTE Drawn by: 21 Tel : (112) 281-8258 C.C.U. SppLakes Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Vanish Chocked b: Stuart. PL 3499L #AAC000032 St. Lucie County Florida D.R.B. n9: _ Comm # I2-21 S 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/ LXL I0/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" iN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. (6 - GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON 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) = 47 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at -48" o.c, max. Provide (1) filled cell on each side of openings up to 5'-I1" wide. and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for 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/ Fill cell with concrete and t 6 overlap (U #5 bar vert. ft Ical). Thicken a to 8"x8" edge J. PIT .4 yp g SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If sod 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. a eac i e c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Ik Wood 48' unless otherwise noted one 95 bar continuous 6"xL" #10/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE Vx6" #10/10 WWM on L and Visqueen over clean compacted termite treated fill °D — — R Grade M R R ' all -III _I _I III I- -ISLAB EDGE III —IIII IIII IIII III III "w x 18"d Concrete looting with (2) #5 bars cont. and #5 transverse bar& at 48" o.c. # 3„ IIII 3 _— F I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0 4' concrete slab with fibermesh OR CxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill li bar cost. Step per .., foundation plan lti #5 bars cont. bottom steel ARAGE STEPDOWN Ar^Air- 1/7" = V- 12' x 12' concrete column block filled with concrete and (2) #1 bar& vert. tied into linteb above Top of looter N below finished floor it 30� TING DETAIL 30"x30"AC concrete column footing with (4) #5 bars each way = i'-O" #5 bar cost. in curb — Curb height Verify based on foundation plan - Grade 5 bar vert. w/ i E 0 Contractor to provide L�_ir proper foundation chairsmfor proper steel installation 30°' min. I 30" overlap Corner Steel Lap t each filled cell nts 'ill cell with concrete and ) #5 bar vert. (typical). Filled Cell Masonry Column With One lax spacing shall not exceed #5 From Footing To Tie Beam V unless otherwise noted 9 ee foundation plan notes for Conc. Fill To Be 3000 PSI pacing at openings See Floor Plan For Location 4' concrete slab with fibermesh OR x6" #10/10 WWM on 6 mil Vmqueen over " clean compacted termite treated fill - HEW- 14"w x 18'd Concrete footing with 12) #5 bars cant. and #5 transverse bars at 48" o.c. GARAGE CURB DETAIL ■ SCALE 1/2" = 1'-0" 2" x 6" 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 Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT O. '". O'UG [LT Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location 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: bradenaiaecomcast.net PATIO/51-A8 I 20'-0" ( ° I 14'-010 ® r 10'-0° -- — J "° y y y y y y' I "" ° — — — — " — — — — O _ _-_-�- © ® L—J® 8 1 ---- ----1 Filled cell under O I FI 0 I 1 girder above I I FI I O Rear Patio/Slab I® W l to be poured separate L , from the house slab. Thicken footing to 24"w x 14"d x 24"L a- ° I under filled cell FI I .° — J under girder bearing. Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" I I I I �I I I V concrete slab with fibermesh OR I H.B. 6"x6" 410/I WWM on 6 mil Visqueen over ° I clean compacted termite treated fill 7 IFII o OI 1 I° 1AF .B 4, 0„ m hem LL of r _ I I H• , ° A/C o 4'10 Steel Ballard 4 I #1 0 filled w/ Concrete 9) r °= F of �QJ�I I �mv ° I I I w Q) I I I I E To ° I r FI----J I� o W q� M IL v 3 A o f n E c j ® I° w`CIE C ot., IL------ _ _ I5 Uo_q I CCC -T-T-T-T-T- .y 0 °❑ ° I I I I 1 1 0° M V UJ I 6 �I o ° I X I° Za V i I 14 -6 in r I� ® r ® I--------o I OD 00 1.5" Recess for ®Qarage Door F -5" 91-00, �I 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lurie County Florida FOOTING SCHEDULE Mark Fare Description I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 128W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 3o" x 30" x 14"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0' Date Drawn Revision& : Sheet Comm # GARAGE 3-2L-2o RIGHT Drawn 12 — 21 C.C.u. Checked bg: D.R.S. OF S 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 presslire for roof stated in permit info box on t�ese pans for zone 3 Kell Area Ede Field Fastener Pressure Zone I 8d ring shank 45 psf Zone 2 4 to 4 U8d ring shank 76 psf 3 481 4 118d ring shank 84 sf H�Zone ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans or zone 3 Concrete / Lintel Column _ Von% with Plan 12"x 12" ilumn Block V4-1 Rebar Rebar 14i48 Bar Dia. Min. Overlap to Lintel Attachment BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 900 bend bar with a 10" min. lap at top bar. Provide 45 bars with min. 48 bar p'ovide #5 bar set in pre -cast diameters overlap into beam. Tie al into beam inhere length of filled call steel into continuous beam block steel. the opening calls for it. Provide Cast-Grata- eUe-OB/OT precast - --- - - -- - Imtel set in mortars _ Min. 8' Bearing -- �_-- -` - - - --• - i • in i i Quids PT Buck ;ached per jamb We into filled cal 4' Pro -cast Sill X Filled Cell n #5 bars with min. 48 bar rs overlap in filled cell. Tie ell steel into continuous steel. j J , Concrete Footing �•.',,,,,,+',,,�• �,,T„ ;" -i. �:1gy tee.+. (see footer schedule for exact sizes) DETAIL AT 'WINDOW OPENING IN CBS WALL Scale: 1/2' = I'-0" SINGLE PLY REAR GIRDER TRUSS Nall 2" x 4' blocking to vert. leg of trues with lad x I.6 nails at 4' o"c. <r Install Smpson MGT into wall using 5/a" dia. threaded rod set inn. i2' \ :into wet beam and (22) IOd nails into truss R-II batts TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS I i 1/8' thick light textured stucco installed per ASTM C 92L over ASTM D type 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 Plywood nailed at V o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roattached to plywood neck using 49 x 1.5" wood ofirsg screws with sell sealing washer at 12" o.c. max spacing over ASTM D (type 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 sp aced L o.c, at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet 5barrecast Lin a[ Lintel Bar Clear "An "B" Additional ban '. Length Length Span Bars Bars No p :Y q c�EAR T-10" 2'-82,#3 none t ---- e t----'e 3'-6" 3'-4" 2'-2" 2.43 none BPe-Ob/IT 8151 8F8-Ib/.tT —Additional 4'-0" 3'-10" T-8" 2,#3 none #5 bars CLeA ;•y ! - 4'-C 4'-4" 3'-2" 2 rx3 none ne Row of 'H" Block Above ':: r, t 1; -, 5'-4" 5'-2" 4'-0" 2 #3 none :v. s `,:= 5'-10" 5'-8" 4' none p _�_'!•.•fi Precast Untal p "t� ';;_ 1 i �'4>j �w5 Additional "'? i 6'-6" 5'-4" 2A4 none #5 bars i °----i i`----e 1'-6" T-0" 6'-2" 2,#5 none BPh'rib/IT atK-Ib/2T 8'-4" T-10" 7-0" 2A5 none NO7E5: 1. min. coverage of steel=LS" 2. min. bearing requwed , ea. end=8" ALL reinforcing steel is grade 60. 3. atandard for reinf. atee1=A5TM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark w Dow unit Width Lintel Size Cast -Crete Specification Ross of„ai�avieg 'H' $lock Abe® bateam stow Sass Top &� friar Cd" Lad (Pli Up�kft Lad (PLP) La al Lad (PI.P) L22 2'-2' V-0 Slad /IT I 1 86 $069 1561 1024 L31 '-11 F1 4'-0' BFe-Ob/IT — 1 a6 2661 130 1L3 L45 'r-s' 6'-10' BPS-Ob/rr 1 86 1105 901 334 Lao 6'-0' 61-6' eFe-OB/rr 1 86 1238 an 121 L60 V-e' 11-C Sled /fT 1 $5 Ion 121 934 LBO W-0' T-4' BPe-18/27 I s6 2 a6 192 bell 512 L90 T-O' 10'-6' eFe-Ib/2T I a6 1 2 a6 643 630 401 L905 9'-O' l0'-6' Glial /2T ONE 1 86 2 86 1633 no 401 LI00 IC'-O' ll'-4' BFB-Ib/2T 1 a5 2 86 582 414 452 LIOOb XV-o' 1 II'-4' SUMS-86/2T I ONE 1 s6 2 1 $6 Is" 102e 462 L120 12'-(r IV-4' 811"1 1 $5 2 ss 411 428 324 L1208 1i 13'-4' BFI6-113I ONE 1 86 2 a6 1015 110 324 LHO 14'-O" IS'-4' ePu6-Eel/2T ONE 1 a6 2 86 1260 601 261 LIAO W-0' IT-4' 0PB-Ib/2T 1 ss 2 s6 Soo M2 1`14 LUCID IC-0' IT-4' eP16-E1/2T ONE 1 86 2 96 also Soo 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. Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 11/2' nails — t 24" o.c.) suppporting Max. I6101ba. III Aluminum Drip Edge It Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent vimul soffit installed swim 1/8' dia ahank x I.5' long gels. r2ing nail, with 3/8' die. head per product approval -see chart shoat 91 12' x 12' concrete column block filled with concrete and (2) #1 ban Vert. tred--— into lintel& above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of rooter IL" below finished floor Aluminum Drip - Edge t Fascia Flash and Counter v flash Nail ledger to gable end truss with (2) IOd ds at each web 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 'iiil':17!. Trusses at 24" *1 see shop drawings bg others Batts batts Frame ceiling transition as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical section nts Brace Gable and with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) 10d 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 -1/2' drywall with smooth finish Two rows or beam block filled with concrete _and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (l) #5 or cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with li t`i-foil -insulation on tgprcal 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" onig proportioned tier FBC RLOiJ and Mortar joints shall comply with FBC R60I.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). 'Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for — OVERHANGS A 7 V'—O" UNLESS OTHERWISE NOTED ON THiS SHEET spacing at openings 4" concrete slab with Pibermeah OR — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET VxV #10/10 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE n w N LU � X O to CY io t1 d a 2 u inn 1p o O to W q- iio 9� i— s Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" ilia. threaded rod with min 12" embedment ( 24 „ o.c.) supporting Max. into (22) beam either wet act or in 10d nails into truss. Add epoxy with blocking to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet , a w � X r_ as r Oq N � Q 00 n 4L n 2� a ti an O 00 OD E C t — N NuN d i- 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 =1 HIM l l 111 =III Typical Section at Front Porch e - ,- u Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net cs 33 vi��yrasra �INMAN 1 t fwoo screws with self sealing w�sher at 12" o.c. max spacing over ASTM D OOF F 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. Date Drawn Revision& Sheet 3-24-20 The Grand Carlton BRRAIG T Drawn by: c.c.s. 04. Spanish Lakes Checked bg: S. Lacle County Florida D.R.B. OF 5 Comm 'w.