Loading...
HomeMy WebLinkAboutrevison plans for #32 / (�ulf Coast Supply and MFG 5v Crimp Metal roof{na FL #IIL51.12 Gulf Coast Su I and MFG 5v Crimp la 2L a 5v crimp metal roofing attached to plywood deck using 49 x 1.5" pp y p Metal roofing FL #IIL51.12 J wood screw& with self sealing washer at 12 oc. max spacing over ASTM D 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5 (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and f." end wood screws with self sealing washer at 12" o.c. max spacing over ASTM D sips fastened with corrosion resistant tin caps and with I. "ring shank nails (type 2) 30 lb Pelt underlagment installed with min. 4 side laps and V end spaced L' o.c. at all laps and two etaggered rows 12` o.c. field. Attach laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails deck to trusses using attachment detail on this sheet raced L" o.e. at all laps and two staggered rows 12" o.c. in field. Attach \\\ deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATiON 5/8" thick x 811w cut coral finished stucco bands SCALE: 1/4" - 1"-0" Gulf Coast Supply and MFG 5v Crimp Metal rooting FL #II451.12 24 Ia. Ev crimp metal roofing attached to plywood deck using #9 x 1.5" wood straws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach lack to trusses using attachment detail on this sheet .r�«/ V6 i Ii _Finished Floor____________ LEFT ELEVATiON J 5/8" thick light textured stucco on typical concrete block construction SCALE, 1/4* - 1'-0* GRESS `. 12 SLOPE 4 C COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands stucco on Lgpicai concrete 5/8" thick x 8"w cut block construction coral finished stucco 11 4DFASTENERSORATI'ACHMENTS REAR E L E`Y, Af•�•l� T i O N ARE THE RESPONSIBILITY THE CONTRACTOR OF RECORD SCALE: 114" - 1'-0* PR�PoseO> cC 4r TOO Am S �E T FOE40�N5 EpERTo SpT FivMA uBE NE� SS�R pPP�CABIE CQDES, ITH comp WA Gulf Coast Supplu and MFG Sv Crimp Metal roofing FL #11431,12 24 Ia. 5v crimp metal roofing attached to plywood deck using #9 x 15" 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 de laps and L" end I" fastened with corrosion resistant tin ca�s and with 1.25" ring ap&cad L" o.c. et all laps and two shank nails e etas(-or�ihra�sheet O.C.in field. Attach deck to trusses using attachment set MANUI'ACft)i1L5U19LEssHOVn AL1 CE U FAGTORB qNp 8HGCCAMPt1AN ENERGY r,ODE MUST 1/8 Thick cut coral stucco " F overW AMr)"NDOWS backed wire lath nailed to subs N one layer of 15 lb felt using to be 19/32' 8d I EAI'D CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE ---------------- Product Approval Submittal Affidavit Olp�mtft8oheduleevbftsDoas Overhead Dooea,on&=Dwxay, 1llndosia a Opening T7 NOA/FL Product Nodal Mfsaufaotut+u Glees Attachment method TOT E�dration Date Pressure of Approved 7leate 1,2,3 E4 A FL# 239 3 IL-0330.02 Single Hung Overhead Garage Door SH-100 Im act �ocJglne2u /811 IL'- ' max hag t i'GT DAB 5/I4" _, l� ace tapcon. '"it /8 penetratwoii Il adhere to min. a �ds�taxia=104 eps�af�itdd n Produett appphrooval . i u a �p�`r2a M"" o =t.""a-'�i ± 80.0 PSF + 50.0/-60.0 psf 10-9-21 g C FL# ILL14.1 FL# 251.5 Fiberglass Sliding Gass Door Dean Pro/ SOM62h Pro ewes SGD Jeld-Wen PGT I" non " "apace T pe GSA Eleo I/4' dwa tapein with to 1.2¢' ambedaaM at from corner* and R5" G.C. wax t tK in head and Jawbs. l i / to pr approv ontraetor oa�ietl to min. 2 I/10 sales dstarca apeaf{ed n Product approval + 50.0 PSF ± LO.O PSF Product � Modal / Manufacturer' Attachment Method l�splratioa Date �� Approved 7bete Muflions ROOF FL# 2LI.1 FL# II651.12 I" x 2 3/4" x .315' Me Crimp Metal Roofing PGT Gulf Coast Su PDIy and manufacturing Install par fastener To Kd apecngs shown m Table IA and IB in product approval on &host 5 or Z2. food screw with ""eiltide:ahig"'s r'tit°`e n n poc�fOOdemdark c n �K ASTn D ( 2) 30 lb tilt udeAkisorit nstalled sich inn -4 ma 41 h IaW L end ap�fasewlried wit corrosion nwataL to and with 1.26' lug shank rids gated L O.C. at all laps end too etamered rows 12' oc. in rield. Attach disk to trusses umng attacheant data on rod plan + 58.0 PSF — 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T 4 12" vented Vin I S Pit Kauean Install using 2" x 2" battens at V oc. screwed to soffrt framing using ue x 3' mood Mc ew at each truss, Instal aosflt to battens using +55.0/-35.0 PSF Hurricane Panels FI# 150"U.2 24 Gauge Storm Panels Global Protection Products LLC Install wing 1/2" da. solid set lead anchors with 1/4" ilia.-20 x 1.5" long SS screw head cosbo. wits Nwprene washer at 12 1/2' o.c. elor'ig the bottom and 13 o.c. at the tap + 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record J 5/8" thick x 8% cut' coral finished stucco bands 2" x 4" top plate I/2" drywall ceiling on truss bottom cord base -board 1/2" drywall on x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate 4" concrete slab with f{bermesh OR L"xL' #10/10 WWM on L mil Via ueen over clean compacted termite treated fill Interior Non -Bearing Partition n �J 101110111101111� i Braden it Braden All. PA Wunne Building Corp. Architects — Planners 411 S.E. Coconut Avenue Tel (112) 28i-8258 T H W I D I C Fax : (112) 281-8283 ankh Lakes E-marl: bradenaia S comcast.net So. Lucie Count Florida Stuart. FL 3499L #AACOO00%2 FRONT ELEVATION IT. LV'CIE coin"rr ai ILP,7rc VMS N iYi�V(EW1:UF0 CE SCALE: I/4' - I'-O" � ���'►F'L BY 44����000/�� i31 AIVIs P �ff Itii'9T BE )t2PT OTN JOB NO :\'SPUCTION WILL BE MAJ)L 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) Plaids Bisklmg Code Rowdentialr 5tfi Edition and ASCE 1-10 for Wind Loading Building_ Doman is Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height.• u,-o* Roof Pitch: 4:12 Internal Pressure CCwTVic—ic-ont: td_Ie "jeetabiity to damage from: Weathering: Negligible Termites: Vera Heave Width of Roof End Zone: 3,-4" Wind Speed: IL 5 mph ultimate jnd Exposure Classfic trdn: C d,lustment factor for xpowre Height: 1.21 x 0.6 - 0,12L ASgD ddearg n Load Combinatiou ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.LWL Componwita t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 pat Roof one: 2. +O.L/-5l.0 per Roof one: Components t Cladding Wall End Zone Width: 3,_4• Components, I Cladding Wind Pressure (NET) a one: 4. +335.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 pat Components 1 Cladding Wind Preswre (NET) an Garage Door:+32.0/-40.3061 Sheer Wags Considered for Structure? yes Contrniwus Load Path Provided? -Yee'' Are Components an Cladding DeLeili provided? Yea Minimum Soil Bearing Preasure:2500 psi, Presumptive- X By Test: ON This Building Shill Have th rk Fdloising: APIOROV20 SHMERa: IMPACT GLAaar SOTFb NEITHERr ROOF LIVE LOAD: _M_ pd ROOF DEAD LOAD: 10 psi' FLOOR LiVE LOAD: __15- cal _ FLOOR DEAD LOAD: 10 lid icx - Roof Zone I Walls Zone 4 - Rod Zone 2 Walla Zone 5 END ZONE - Corner Zones Rod Zone 3 • _ - Drawn bV: 7 } - . - FLOOR Race" top plate L"m x 3/84d 4" for steel support angle \ � C R ,4 S H POST D E T ,4 I L Dee detail on tMa shut TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. c 1. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter d + ksteel crash post. Floor Steel countertop support angle 11 PLAN Counter top - verify type with contractor proGee IT WI WWI Flange with 4 - 3/8 Install L' from each end end -i Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center rrP counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle Ceti 2' x 8" wood studs a minimum 1,400 P.S.I. fiber stress. L' 1/2' drywall at IV o.c. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2�2" 2i2" 2• x e" PT wood plate 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 6. Drywall at ceilings shall be leveled and attached to bottom chord "3/9' 0MV!A� KITCHEN ISLAND FRAMING, DETAIL of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibilitg 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 1'4. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater S. Wall and Ceding shall have a flame -spread classification of not greater than 200 per 6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 1. All exposed attic insulation materials installed on attic floors shall have a critical radia flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 8. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C�60, C1002, C10'41,0111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.35� Drywall Location Orientation Aramm9 Max. spacing Nail sang options for Thicknew ember Spaemg orfasteners installation of drywall into Mawmum Nails Screws �� {ram members mg 2" x min. thickness Ceiling Perpendicular 24' 1' 12" l3ga 13/8" long with 19/64' Mad 0.098' diameter x 1 1/4' long %2 annular -ringed or 5d coder nail OR 0.000" d1 .x 1 5/8" long with Wells Either IL' 8' IL' Direction 15164' head R Gppsum board nail 0.086" dra. x 1 5/e" with 9/324 head. Ceiling Perpendicular 24" 1' 12" 139a 15/8" long with 19/1,4' head 0.098" di hitter x 1 3/8' long „ annular -ringed or Ld coder nail 0.092' dim xR 1 1/8' long with Walla her IL" 8' IL" inaction 1/4" head OR Gypsum board nail 0.0915" ilia. x 11/8' with 19/L4' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 242" 1 :1y2" 6' FBC R302.9.1 per FBC R302.9.2 fit I�.r Writ I2 2 MASTER I �� l u.tvi I ` TBATH ' y. I I .e` ' H KITCHEN 3. j 2. LAUNDRY r uv I 1 2 I i I 201 12 I I vi 2- I vi l sol �' J 2' 2' 2 3" aiamti 2' 2"11. " 11 3 mats mTi 2' e�,� ittee 3' BATH 42 ..r 3" SANITARY RISER r Or Window Schedule Mark Size Rout:fi O en. Window Descrl tion PRESSURE ZONE L 4'-6ys"x 4'-1,!/4" 64Yo'x 54ye" Single Hung ZONE 4 2. L'-2 ke"x W-3 %" 15' x 103 %' Smile Hung ZONE 4 3. 2'-2' x 3'-2%' 21h"x 3851e" 8ilIgI1 Hung ZONE 4 31-I' x 5'-3%" 38' x 631/4" 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 operunq dimensions to be verified by contractor with manufacturer a specs prior to construction 6- I n 35'-O" 15'-311 1 1 Not M& 18'-IOYx" I T-1 /2„ T-1 Y2" 2 a o 0 0 0 0 0 0 0 o EGRESS ° °Itx 12" Concrete column ° �7 block filled with concrete and 0 (2) #1 bare vert. tied into 30 -O lintels above Filled cell under PORCH ° r -girder above WIRE LATH t STUCCO CEILING 19'-9"161-010 MASTER BEDROOM 8'-0" R.F.F. IV Flat Ceiling Vanito to be O 4 Yz ' high ° Rod t Shelf 6,_4„ 4„ 7 -3- - ° I� J 110 LOS T I H.B. I.I _ ° Rod E Shelf .. Attach book to block mall with ° - 1/4' din. Elco coma scrams with on. 1 1/4' penetration at 12' oc, max and 4' max from each corner thru Exterior two 2" X L' PT $Yak D = 32" DRYER ASHER d ant '"Ln arum OWL ° O FX_ a 9' S" ° LAUNDRY v Oi a8 Wood screws thru jamb into book W it each hinge and a 16' a. max and Detail at Door ;or to doer attachment H n NTS INSTALL YULKEM BLOCK SEALANT j VanityOto be 34 /z"high An„ ON ALL JAMB, HEADER, AND 18, SILL BLOCK PRIOR TO BUCK p - in i INSTALLATION 9'-5" t=J ,4" 5'-3" 11 ;r r block Instal windows flirt puce into if bhwi nth 3/IL' tap -eon oath ►au j- L2JI I I I I IRI°IL-IIL-11 O I I W I ° v I I Q j�lllll8'-O" tol9'-8" A.F.F. Vaulted Ceding GREAT' ROOM I I °- I ' i- I N I °- I I o I 8'-O" to T-8" A.F.F. Vaulted Ceiling DINING ROOM ng wall 15" 13/8' thick steel ° 90„I counter top aupplearratiwo to eq. eq� eouneto ove ll 1.5" off. U in aEra iL iv 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM 1 v2 penetratan at c a.c, max y f ach comer and 20 • c. max " C1288, C1325, OR CI118 and installed I.A.W. manufacturers recommendations shall tilcepeelto �1a.mmba and 20 oc. mini. - - - - °fil be used as backer for the wall tile in tub areas and wall panels in shower areas. D OOr S e h e d U 1 e Exterior face at limed mild ma per product approval ® ° - - _ a� P d - p or mall Duck to be I' x 4' PT 2,_4„10 21. Insulation including facings such as retarders or vapor permeable members installed Mark Size Rough Opening Door Description PRESSURE ZONE Vanes +41' high wall o i DW i 0 O within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics SECOND shall have a flame spread index not to exceed 25 with an accompanyingg smoke A 1,-on x 1'-O' 108' x 84' overhead Garage Door ZONE 4 developed index not to exceed 450 when tested in accordance with ,4STM E 84. B 3--oe x L'-e• 41''/4" x 83%" Fiber Panel - InsistZONE 4 1"x4' P.T. Buck nailed to BEDROOM {< i T (�{--I E N _ I , Insulation shall comply with F.B.C. R316. C L'-O' X L'-8' 14' x sl 'h" a" b"" Sha Gloms Door ZONE 4 rwr Lo logos attOD xlmsnL mis = e'-O" A F F 8'-0" to 9'-e" A.F.F., rig Detall at Windows p D T-O' X I& Solid Core - Wood - L-Panel -SrFemdied 24' x 81 %2" Flat Ceiling © I Vaultgd Ceding O NT$ Upper eabinete to I �. I E T-V X V-8' Solid Care - Wood - L-Penal I extend over Ref. F 5'-O' X L'-8' Solid Core -Woad - L-Panel -BrPdd I Rer. I NOViN INT 4' ° n se• cu eAR H.B. G 2'-8' x V-8' x 1 X" Solid Core Wood, Steel, or Masafste Qatar 1d" \ oureNixo -- L --J H T-8' X V-Se Solid Care - Wood - L-Pond 71 J 2'-6' X i'-8' Solid Care -Wood - L-Pond - Brledd r O O iv ° R-a Dana Irmidetw m Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 Provide auto W.H. 26 go. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" THIRD closer 4"g Steel Ballard wood screws with golf sealing washer at 12" o.c. max spacing over ASTM D ALL Exterior doors to withstand pressures stated in permit info ® © see detail on this sheet (type 2) 30 Ili felt undorlayment installed with min. 4 aide"laps and V end box on sheet 41 BEDROOM laps fastened with corrosion resistant tin cap& and with 1.25 ring shank nail Fla W _ _ _ _ _ e aced Lo " .c. at all la s and two ateggored rows 12" o.c. in field. Attach GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL O l dpeck to trusses using attachment deter on this sheet WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 ° O r- I O 1 I Attic Access All rough opening dimensions to be verified by contractor = e'-0" A.F.F. in ( Q _ - - - ° with manufacturer s specs prior to construction A/C Flat Ceiling # rilka'-O" A.F.F. 12 :r p iGARAGE ^ /Flat Ceiling ' Simpson HETA 20 or equal �\� #I ° J I T G A R A � hit c{�or at Lich trues 12 " " Masonry Beam �^ 12'-8" in `I" 4 rc withag 4ad x 11/2 nails PRE-ENGINEERED TRUSSES I x L P.T. Buck nailed to ( 24" o.c.) wupportmg Max 41-- at 24"o.c. TYPICAL block with case hardened nods Verlfy attachment O i6101be. uptlit, prior to door attachmen (shop drawings by manufacturer) hole location with GC install SGD thru buck into prior to fabrication Block wall in ? block with 3/10 tap -con with 3/e" thick MT ° garagge to be Ste bracket L Provide auto 2'-8" ° �atruck block <+ penetration at L o.c. max. R-u aata Ia cow,, from each corner and 20." o.c. max closer L:_4, 13'-O" Aluminum Drip�� R-30 blown fiberglass 150 Amp ° thereafter at head per product approval ;cr.`<: Edge E Fascia n bottom chord of trusses " ` '" ..., > ...:.. ; ...::, '::: mama:... .. . I/2' dr wall with smooth fimeh 3„ °PanelEMERGENCY ° !I r----------------- EGRESS r - - - - - - - - - - - - - ---1 O 2" x L" Sub -Fascia N O O " I I I I Two rows of beam block filled with concrete N and (1) #5 bar cont, in each row. Substitute Use 3/IL tap -con with COUNTER TOP BRACKET DETAIL 3 I I B I I Kagcan full o vent vim ul soffit installed precast lintel filled with concrete and (1) #5 I from penetration at L o.c. max. I I I I tang 1/0' the shank x Y.5' long galv. bar cunt. for bottom row over openings from each corner and 20" o.c. max roofing nals with 3/8" dra. head per thereafter at sill per product approval preduci approval - see chart sheet el 1/2' drywall over I" x furrin /� strips at IL" o.c. with R4.1 Pi -foil i• x V P.T. Buck nailed to •n I GOLF Cf"'t R T I m I 1 n -insulation on topical 8" Block walla block with case hardened nails GARAGE Cr 5/8" thick light textured = All drywall to be installed per FBC R113' 02.3.1 Head prior to door attachment I I I I 1 stucco on typical concrete and shall meet all pertaining ASTM codes. I -O' I i u, block construction Mortar to be Type M onig proportioned per FBC RLOi.I and Mortar Narita shall comply with FBC R601.2.1. - - - - Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc... fixed door "`=°: ' ° O #5 bar vert. w/ sliding door 30" overlap Fill cell with concrete and 'w' _ 5` 2'-8" ® 9' 2'-e" at each Pilled cell ll) #5 bar vert. (typical). N Masonry Wall -- -O" L'-4" 2'-8 9'-O" 2'-8 ax a acing shall not exceedCF¢:,,':i= Wood 48 unese otherwise noted ','t,,' see foundation plan notes for Baca 1 vz„ spacing at openings - mama r.•,...,. Bottom Trac Typical Flooring :` • Square Footage Breakdown 4" concrete slab with milfibVisah en Sill Install SGD thru buck into Total A/C Space = 1.153 sq. ft. L"x1" #10/10 WWM on L mil Vis teen over s clean compacted termite treated fill na t 6 o.c. may- Covered Porch Total ac 212 sq. ft. block with penetration Garage 459 a ft. I I/2" penetratio a Grade sSliding DoorDetail from each corner and 20.' o.c. max Total Cubic Ft = I�f 02'4 da q thereafter at jamb& per product approval Jamb Under Roof Total = 2,4 - At Masonry Wall NTS Date Drawn Revlslana Braden t Braden AIA PA Architects - Planners a Ulynne Building Corp. 3-1-18 - - -- 14" x 14" ConcretE footingI l REAR with (2) #5 bar& Cont. an#5 411 S.E. Coconut Avenue T n I I I j j�� j 1 C� O7 PORCH Drawn bg: T Y P I C � L S � � T I O � transverse bare at 4I9° o.c. Tel : (112) 281-8258 I �1 t"�+ I ' `t +-� �✓ Fax : (112) 281-8283 c.C.u. Scale : 1/2" = 1'-0" WB E-marl: bradenaiascomcast.net 5 . Lucie LakesRIGHT Florida RIGHT Checked R.B. y: \ Atusirt PL %4alalL 1tAAe ne3ne'J'%'J t OF 5 impact File Copy I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL. MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSi OR 4.000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE =foci$ 3. POISON SOIL AND COVER W/ to MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I-I/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. �• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 Psi ATTENTION OF THE ARCHITECT. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IT ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FOUNDATIONFLAN PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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 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 46 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" d P d (3) f Il d If f f 10'—O" an rove e I e ce s on each side o openings ram and Up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-f" 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 I. 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 a 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8'xB' 30" overlap S MCTIONS AL with concrete and 4' concrete slab with hbermesh OR at each filled cell l`' one #5 bar continuous VXV 410/10 WWM on 10 mil Visqueen over FOOTING SCHEDULE Mark sale Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" x 30' x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 9"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 1,40W® With wrth Curb ax 1b a t Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a o'-O" 12"W X I8"D MONOLITHIC FOOTING - to" STEP DETAIL ON THiS SHEET 4" concrete slab with fibermesh OR VXV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 11 1 Ili — 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. I�sl F 1 TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with flbermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. S are cant. bottom steel 12" 2 DETAIL AT 4" GARAGE STEPDOWN ArALP 1/2" = I'-n" 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer IL" below finished floor_ Verify house slab height in field 1/2" = I' - clean compacted termite treated fill RADE perrrlit onciuded On This - 8" PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" #5 bar Vert. w/ 30' overlap at each filled cell EE TYPICAL ECTIONS Ad,luat curb height based on gar. floor 4" concrete slab with flbermesh OR slope. VxV #10/10 WWM on 10 and Visqueen over #5 bar in curb clean compacted termite treated fill C),_n•, a F F � / 114"w x 14"d concrete monolithic footing with (2) #5 bars cant. 14" GARAGE CURB DETAIL J SCALE 1/2" = 11- 4" concrete slab with flbermesh OR 4"xC' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. cr in 10" (2) #5 bars cost. bottom steel 12° b DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = I' -OH Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x f. PT wood secured with \ 3/8"dia. x 6" anchor bolt at iS" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �'1 Cv IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4t5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled CeU Column NTS NTS Braden t Braden AiA, P Architect* - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaecomcast.net CM.—.\ =1 Qd001 46 A A •1 H.B. A IC 15'-3" r-----;�-----� I �J I I FI 1 a4� IQ — — — — — 1 A I I V / bL.4i � 112" x 12" concrete column block filled 1f with concrete and (2) #i bars vert. tied i14 . This 1J into lintels above �\ ' 10ya„ I 8'-10)'2" .1 I 7 ----�-L* i Filled cell under r girder above Ra P hSlb r I L I r J a orc a Lo O r be poured separately I from House Slab. O o- I c`ry I I t _J 0) Thicken footing to I 24'w x 14"d x 24"L/!i ° under filled cell °Am k I under girder bearing. I o ° �, L "' FI — ----- =� Rear FI — 1 Patio/Slab to be flush with bottom of I sliding door recess. Slope I" I ° I I ;- I 11- I ilr- F�i- I I i I 4" concrete slab with flbermesh OR I 611x(." 410/10 WWM on 4 mil Visqueen over clean compacted termite treated fill I o I DRYER ABHER I I I I i i FI j I I I I — I A I Dw I I Fi 4" concrete slab with flbermesh OR i G°xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I I nicRo"VE I SQ'RCLlAR NON -VENT i I OPENING © Q I -- —0 ---y II --z. ---- W.H. 16 46 Steel Ballard ee detail on this sheet Fla W coo IQ� I o o r--� ----- — i ° �4 step W IL I FS Y I r O d) I 2'-8" Wunng Building Corp. 011,12101 5 anish Lakes S . Lucre County Florida 9'-0. I I I i I ©UJI e1 I I I I a I 4 N F5 °I I °I I I I I I °I® I II I I I I 0 I I ° O 1.5" Recess for ° O arage oar 2'-8" 91_0" 2'-e" Date Drawn : Revisions REAR 3-1-18 PORCH Drawn by: RIGHT C.C.U. Checked by: D.R.B. 0 m H.B. PATIO/S Jed On This f= PANEL "Ain Paws aft Load Wire Dowiption ame8 cn;s Description Wee Load DR Pale 2 40 T.O ke 88 A/C camp 1 2 AHU 810 3A km 30 2 3 4 2 30 4.6 kw 8l0 40 pal. meter HTR 5 / 81, 12.0 km 90 2 � 8 I 20 1.8 km 812 Ramp 1 10 Drwr 810 5.0 ka 30 2 n 12 1 20 1.9 ke 812 13 14 Duhassher 812 1.2 ko 20 1 1 20 1.5 ka 812 riioraaave 15 K 1Rerrngerator 812 L2 ke 20 1 1 20 1.5 ka 812 Kitchen S.A.C. n 18 Recepts 812 20 1 1 20 L5 ka a12 Kitchen S.A.C. M 20 Recapts 812 20 1 1 20 1.2 ko 812 Clothes Washer 21 22 Reeepts 812 20 1 1 20 0.81 ke 812 Garage Doan Oponer 23 24 Recepts $12 20 I 1 20 1A its $12 26 26 Recepts a12 20 1 1 20 1.12 ko *I2 21 28 Recapte 812 20 1 1 ns 814 General Light" 29 30 Recepts 812 20 1 1 is 814 General Lighting 31 32 Recepts 812 20 1 1 is 814 General Lighting 33 34 8ater10r GFCI 812 20 1 1 15 814 General Lighting 36 34 batim GPI 812 20 1 1 20 812 emalce Detectors 31 38 Gensral Lighting 814 n9 I 1 20 812 bathroom 0I41 31 40 General Lighting 814 15 1 s are 41 42 s are PANEL 'A' LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Genoral lighting (3 watts ag: Pt:> Smell Appliance Prewt(s) Range,,., Refrlgeretor................................... Mlcrauaye..................................................... Dish ,Washer ................................................... Clothep..W+?ah?r............................................... Clothes..Dryer................................................ ,Water. Heater ..................................... Water. Pump.......... _ ........................................ Garage. Doux .Opener ........................................ 1135 3 5.205 2 1,500 3ODO 12 000 1200 L,500 1 12,000 1 1.200 1 1.500 1 1.200 u2oo 1 1.200 1.200 1 5.000 5 000 1 4,500 4500 1 1800 1800 1 810 810 Total Watts 1 $1, 15 First 10000 Watts e100% 1 10,000 IO p00 Remainder 21,415 e40% 1 O IOA411 Electric Heat or A/C 10,000 91.5% 1 10,000 10,000 Calculated Load Watts 30,416E Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.03 Panel Size Required = 150 Am a Electrical SL,mbol Legend S smog Pale Stitch ® Recessed Can Light Sk Double Pale Butch Eilabd Recessed Pe Push Button Stitch 'er Exhasst Pen Dgkx Outlet ¢ Cahig Mourned Light special Receptscie 0- Wall Mounted Light Waterproof, ground fault interrupter Light with Pull Chem (attic) Floor Duplex Outlet a Computeir Camectimi ,lack ® Carbon Monosede Detector 4& Flood Light Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smeke Detector Cabig fan ® Television Jack Telephone Jack ACC � A/C Disconnect I x 4 Plaascent Light ® 2 x 4 Plarewaint Light ® ® Spiker Hook -Up E Intercom = JUNCTION BOX TO SUPPORT A FAN O THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: Iu s1/0 A win reed MACH;k1i V.611101118t PANEL AiC 124 CPM IOWOxL MASTER' BEDROOM 124 CPM IOx10)d B/A IB2W22WO R/1 --y 141 CPM 103doxi PORCH 141 CPM IOx11Ox1 9 CPM EATI ROOM LOSETI I 50 CPM i_ - - I DRYER ASHER I LAUNDRY I Le M I 141 CPM 12' I I03dOx1 I DINING 8x4x4 I I ROOM R�1 TJ 12)d2xe ow I ' 12xgxl SECOND BEDROOM 12x12x8 R� B/A THIRD BEDROOM IO1CINK 00" I. Use copper wire only, no aluminum. 150 Amp 2. Provide and wire all required smoke detectors. Panel 3. Contractor to verify location of electrical Te service and provider. 4. ALL paddle f ana shall be on a rheostat. 1 GOLF C A F 5. ALL bath and kitchen receptacles to be GFI protected. 2' PVC (PPE 1 GARAGE L. ALL exterior outlets to be WP/GFI protected. -1. Recessed cans to be installed per NFPA requirements. 1 8. AFCI receptacles are required in all rooms except i Kitchen, Bathrooms, and Garage. 2• n d .ervia. PRL � s C r in 9. A/C Return Air Balance Must comply w/ FBC RMI602 °slab 1 10. A/C Refri ear t, lthat thru slabs must be I sleeved in �v� lines are run ELECTRICAL RISER ' II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical - Contractor shall use AL-CLI Landing lugs. NITS contractor, the completed a stem shall be fully operative. Contractor .hall torgre lugs LA.W. 13. Contractor shall pay for all -fees, permits, testing, and manufacturers recommendations ■hich inspections including blower testing where required. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid 1q The electrical etem shall be coin letel and effectivel interference with the progress of construction. P y y 15. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E.C. against the public liability and property damage for the 20, All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. swt the ,lob conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11. It is not the intent of these plane to show every minor detail of construction. The contractor shall furnish and install 23, All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Orger Vents to be installed per FBC RMI502 L and teleehone comeanu. I 124 CPM 1011110146 KITCHEN NOEAYE° I NON-Y£I4T I at �GLPEAR OPENING L - 0 1 T Steel Ballard ~ 1 ee detail on this sheet I� Ul I Alta• xAases I F_ .�n L - --`- - J GARAGE r----------------- i I I I I I I I I I 1 I 1 I I I I 1 1 I 1 MECHANICAL LAYOUT O- THERMOSTAT LOCATION SCALE, 1/4" = I' - O " 3 TON SEE MANUAL 'J' and Energy Calculation for Unit into Install oulet under disc not shown for clarity AiC U Not Included On This MASTER BEDROOM i � C CLOSE r- 1- i� \ � DRYER AbHER P LAUNDRY / / $T SECOND I BEDROOM, I PORCH WP GPCI ` 1 hlU I � I I I I GREAT ROOM I ®I / I / I / I DINING I ROOM I � I �♦ I � t_ i L n e114 rm Steel Ballard o detail on this afieet --1 �' x 64' 1 T -InAccess iu elelr�liaut 11 -OPTIONAL PANEL LOCATION PC' �\ GARAGE / / L GPci \ 150 Amp I \ \ Panel GPCI /40 \ \ GPCI r--------& / r - - - - - - -is --------i Garage / , Garage , Door I / I Door 1 Opener 1 1 Opener 1 GOLF CART, I , GARAGE I I I I I GPCI to gauge lights I I / I I --� - THIRD BEDROOjtlL---� = I I / ®® ELECTRICAL FLAN ---- Post Light with O SCALE: 1/4" = I'-O" Photo Cell Center Post Light 67 Attic Ventiric Calculations Total Attic Space = 2101 sq. ft. C Venting Ratio 1/150 = 18.00 pq. ft. required Provide A Continuous Vented Soffit between driveways • Wire For Front Post Light ear LA Braden t Braden AIA. PA Ulynne Building Corp. Date Drawn Revisions Architects -Planners REAR 411 S.E. Coconut Avenue B THE W I N D S O R PORCH Drawn bg. Tel : (112) 281-8258 C.C.U. 5 anish Lakes 5. Lucie County Florida Fax : (112) 281-8283 E-mail:M bradenaiaecomcast.net RIGHT Checked Stuart FL 996 #AA 0000 2 D.R.B. . 5 File Copy