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HomeMy WebLinkAboutplan revisonsGulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood fleck using #9 x 1.5° wood screws with self sealing washer at 12' O.C. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps end L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank Haile epaeed L c.c. at all lops and two etaggered rows 12 o.c. in field. Attach .F .led ♦.x �..�. .www . +.-J.---+ .1.+ l - •L. .L--• 5/8" thick Mica textured O ¢, .{. stucco on typical concrete ell, block construction; F 0'-0' = Finishe f Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' �wlt Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 ZL ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5' or 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 C and laps fastened with corrosion resistant tin caps and with 1.25" ring shank male spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment deter on this sheet 12 4 1 SLOPE ]Cr ELEVATION NOTES: GuIP Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 24 ge. 5v enmp metal roofing attached to plywood deck using #9 x 1.5" wood screws wish Self sealnng washer et 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlaymant installed with min. 4 side laps and 4' and laps fastened with corrosion resistant tin ca�s and wish 1.25" ring shank Haile spaced L" o.e. et ell laps and two etaIgere rows 12" o.e. in field. Attach deck to trusses using attachment dotal on this sheet " `'• • WW �vi ai stucco on Lyplcal concrete finished stucco bands block construction REAR ELEVATION SCALE: I/4' - 1'-0" - Overhangs at 1'-0" unless otherwise 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. Ir' ■ 5/8" thick x 8"w cut ... 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction FinishedF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATION Product Approval Submittal Affidavit OpPentm8ohadsile BarbsDear, Overhead Door• MhUMDoaris Nlodowr ak � NNUIU Product Model / manufacturer filer. Attachment method tloa Design raired� I.2.3 1:4 FL# 239.3 Single Hun g g SH-100 Impact PGT 5/IL" I/4' tapc . ✓ ■n I / tlati Lo b. Per Pra'�iet ePPrwe Ca trait call adhere to en. edge dmtenees ape wd in Prodwt approval + 80.0 PSF - A I4-0330.02 Overhead Garage Door qM-01FIre2wilt II iv-''po• sex DAB vet = r eu o i ," M to .ei.."y 10-9-21 + 50.0/-40.0 psi D FL# 14L14.1 Fiberglass De n Pro/ gao�ah Pro Jeld-Wen Eko V4' dD.tapc Nth an 1.25' sir M rt 3' six free eornen and fly' D.C. am ehsnafter m deed en�",pabs ± 50.0 PSF C FLU 251.5 Sliding Glass Door SGDs 110 PGT i" nOm T psi "GSA" Vipec. 49 �� • ePp� I /�ttr�aruoi f a�Mre to rin. 2 I%s' &=% apscrw n' Prod ct approval ± 60.0 PSF Product NOAX Model / Manu1laoturer Attachment Method TMT ftamtjoin, DDDaaai Design Pressure of Approwrd Mesta muluons Roof FL# 241.1 FL# 11451.12 V x 2 3/4' x .316• 5Y Crimp Metal Roofing PGT Gulf Coast Supplg and manufacturing Install per fastener type and spacings shown in Table IA and IB in Product approval on shoat b of 22. 2A ppaa• sv roofing atteched pbeood deck owing e9 x I. ocr.ss i wsh.r at IY sex g o... AS f J7 D tope 2) 30 h not n oottin w'rt�i .n. � Iepn and and fastened en cabps s2d totant cMts and ■ifh nIt shank na4 ad L c.c. at s0 bps Mwr2 dstd_ ed rap 11 O.C. n tiO Attach to truwo@ unq tat on roof plan + 58.0 PSF - 108.5 PSF Siding stucco an Block Soffit 12198.3 Model T4 12" vented vinyl Soffit Kaycan Install using 2' x 2' battens at L' o.c. screwed to soffit framing using #8 ; 3' wood ;crew. et oath iltruss Install .dPit to battens using 1z head - +55.0/-35.0 PSF Hurricane PdIIe)e FI# 1501L.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2' die. ��yyd set load anchors riicth I/4' die- O x IS' I�np SS screw hoed cam nth isoprene masher et 12 1/' o.c. along the bottas 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 } SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood straws with self sealing washer at 12° o.c. max seating over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L° and I" fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach sick to trusses using attachment detail -on this sheet ALL MANUFACTURES LASLES SHOWING AND SHGC COMPLIANCE U FACTORS WITH FBC ENERGYCO DOORS A D WINDOWS REMAIN ON ALL UNTIL INSPECTION APPROVED 12 ... - 4 SLOPE ,:.AlEDFASTENER OR ATTACHMENTS ARE THE RESP CONTRACTOR RECORD 1a° .H. 3 ®®®® 5/8 thick x 8 w cut ®®®® ` ❑ (❑a stucco bands coral finishedALL THESE PLANS AND ALL PROP08i:0 WOgK ®®� ® ARE SUBJECT TO ANY CORRECTICK, MAYRED NRCU 161.p mI ORIDWRi THAT MAY R NECESSARY 1N ORDER TO ®® ® COMPLY WTIH ALLAPPLMMLECOW. Q 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate /8" thick x 8"w cut 7ral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrata through one layer of 15 lb felt wing 8d nails. Substrate to be 19/32' CDX Plgwood nailed at V o.c. in field and edges with TOd ring shank galvanized nails into truss webbing. 5/8' thick light textured stucco on typical concrete block construction FRONT ELEVATION SCALE: 1/4" - r-O' / Ye o"// ST. LUCIE COUNTY ETZLPTNC PTLTSTr1N REVIEWED FOR CO. LANCE REVIEWED §X DATE 0 PLANS AND_Pr9.1fVTM.qT BE KEPT ON JOR OR NO INSPECTION WILL BE NLkDE. \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L and Visqueen over clean compacted termite treated fill interior Non -Bearing Partition nts Braden 4 Baden AIA, PA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue The Grand Carlton tel el : (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenalascomcast.net St. Lucie County Florida Stusirt RL '449411. 2AAr^nnnn's'11 on 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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) Fiords Building Code Residential: Sth Edition and ASCE 1-10 for Wind Loading Bullii Des�gri is: Enclosed Risk Categoory: 11 Wind Velocity: I65 mph ultimate Most Roof Height: II'-O _ Rod Pitch: 4:Is Internal Pressure c'ioeificient: tQ,l@- 8ubJscta mIrty to damage from. Weathering: Nargygible Termitea Vero Heavu Width of Roof End Zone: 3'-4' Wind Speed: IL6 mph ultimate Wind Exposure Classdication: C Adjotment factor for Exposure Height: 1.21 x 0.6 - 0.121, ASD demon Lost Combinatuft ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL;p4O.LDggL+O.&WL{ Compaients 1 Cbdding Wind Pressure (NET) Roof 1o=ne: Z. + O:L%-6 1 p'sf Roof one: 3. +20A/-84.0 psf Components t Cladding Wall End Zone Width: 3,_4' 3 Cospa►ente 1 Cladding Wind Pressure (NET) W�Talr�l Zone. 4. +35 8/-48.8 pi Cosponents ! Claciding Wind Pressure (NET) on Garage D0a:+32.0/-40.3pd Shear Walls Considered for Structure? Ips Cortinucus Load Path Provided? Yea Are Components an Cladding De a£ U Provided7Yes Mmmum Sal Bearing Presme:2300psi, Presumptive: X By Test: psi This Building Shall Have th FoUoring: AP19WVFM ORITTtRB, IMrACT CsL.ASas 1111,07141 mErrma1G ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _ff_ pst FLOOR DEAD LOAD:J0- JOB ADDRESS: Date Drawn Revisions 12-15-I1 GARAGE Drawn by: LEF 7 C.C.U. Checked by: D.R.B. d O - Roof Zane I Wags Zone 4 E:3 - Rod Zone 2 Wal4a Zone 5 END ZONE Corner Zones Rod Zone 3 omm tC -2� B FLOOR PLAN ,H, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into Blab (3/8"t 50 list steel plate) 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. 25" 2s° S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" %2' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix X3�a" 2!/2" 6. Drywall at ceilings shall be leveled and attached to bottom chord �° 4° of trusses with screws per FBC R102.3.5. ° ° 2/,r1 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department survegor 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 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 plastic insulation I' x 6" P.T. Buck nailed to block with cane hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 . , C960, C1002, C1041,0117, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max spacing of fasteners Nail mzrng options for drywall into spacing installation of Rwmum Nails screws wood framingmembers 2" x min. t ekness Calking Perpendicular 24' 1" 12" 13ga 1 3/82 long with 19/L4" head 0.098" diameter x 1 1/4" Iong y2„ annular -ringed or 5d coder nil OR Walls Either 11," 8" IL" 0.080" dia. x 1 5/8' long with Direction 15/64' head R Gypsum board nail 0.080 dia. x 1 5/8' with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8" long with 19/L4" head 0.098' diamRter x 1 3/8" long „ annular -ringed or Ld coder nail 0.092" dia. xR 1 1/8" long with Walls Either IL" 8" I6' Direction 1/4' head OR Gypsum board nail 0.0915' dia. x 1 1/8" with 19/L4' head. Install SGD thru buck into 0 0 block with 3/IL" 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/IL" tap -con with 1 1/2' penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product appro 19. ALL ceramic tale 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 CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tale 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall compig with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roohng FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood dock using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) $0 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L' o.c. at all laps and two staggered rows 12" c.c. in held. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hw rie • e a a mch true 12 with (4a) Pay x 1 /2 nails PRE-ENGINEERED TRUSSES ( 24' oc.) sup4orting Max 41 at 24"o.c. TYPICAL Islolbe. uplrrt (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge ! Fascia in bottom chord of trusses V-1/2' drywall with smooth finish 2" x L" Sub -fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vi'edfit metalled precast lintel filled with concrete and (1) #5 using 1/8' de shark x tS' Iola psly. bar cant. for bottom row over openings rodnp pals with 3/8' dia. head per product approval - we chart alieat s1 1/2" drywall over i" x furring stripa at IL" o.c. with R4.1 fi-Pal insulation on t pical 8' Block walls 5/e" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and &hall meet all pertaining ASTM coddle. block construction Mortar to be Type M only proportioned per FBC RL01.I and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tuba etc...) #5 bar vert. w/ 30' overlap Fili call with concrete and at each filled cell (U #5 bar vert. (typical). six spacing shall not exceed Wood 48" unless otherwise noted we e foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vxf," #10/10 WWM on L mil visgwen over clean compacted termite treated fill Grads - • , , . ; ....... ,': .:.� -IIIIi�i1 I��= � ,,,IIII_ I III IIII-IIII. -� .. 11 F i()"Sbrs ngwth2#acont. ad #5 TYPICAL SECTION transverse bars at48' o.c. Scale : 1/2" = 1'-0" N.T.S. AREA CALCULATIONS Living A/C = 1-446 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 JL I I I VTR Mastery/ I Bath I ILw. I 2• I Lev. I 4' I 2' VTR a, I I 2-3. ) abr. I KrL ask I Kitchen �• I I Lev. s• w.a Both #2 ah", 3' C.O. To septic PLUMBING RISER I' x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 4' a Masonry Wall al::: ,:. ical Flooring 77 Bottom Treo ' •. ,;. yP 9 Sill- Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail 1 1/2' penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jamb* per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-Sk"x V-3i"° 54ka"x 63i4" Single Hung ZONE 4 2, V-21/a"x 5'-3 Vs" 15' x 63 if" Single Hung ZONE 4 3. '-2' x V-2 1/2" 21 i2"x 38 Y Single Hung ZONE 4 4. 4'-5%a"x 4'-2%a" 1 54ia°x 547- Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet i ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-O" lose X 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-8e 41'/4"x 83%" Fiber ass Panel - in"M ZONE 4 C L'-OR X V-8' 14" x 81 %2" 17'" tNe, Sliding Glass Door ZONE 4 D 2'-O' X 6'-8' Sohd Core - Wood - 6-Pane! -Bi-Fold Fintshed 24" x 81'2" E 2'-6' X L'-8' Solid Core - Wood - L-Panel F V-O' X C-8" Solid Core - Wood - L-Panel - Si -Fold G 2'-8' x C-8" x 1 %;' Solid Core Wood. Steel. or Masonite Door H 2'-8' X L'-8' Solid Core - Wood - 6-Panel J 2'-6' X L'-an Schd Core - Wood - L-Panel - St -Fold K X-8' X C-8' 8ohd Core - Wood - L-Panel - Bi-FoW ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction m U m I N ME A/C Meter 2 O EGRESS -8" N MASTER BEDROOM Ah 8'-0' A.F.F. Ill Flat Ceiling m -0. r it I 0 m anitty to 6e V I r i- 4 y2 hig o I rn CLO E IY rr \� / ( I OL Rod t 1Shelf I e" 00 nw � ♦ 4 ATH - ~ i T KITCHEN On A.F.F. Flat L.I - F(ai Ceiling upper cabinets to ex" nil over R6" a. r�yap� IN i t 9'-Lr, 8'-C 12' x 12" Concrete column / block filled with concrete and f2) #1 bars vart. tied into lintels above Covered Porch 8'-O" tol9'-8" A.F.F. Vaulteb Ceiling GR AT ROOM I I 19'-8" i I I N 2' x L" knee -wall 8 O" to T-8" A.F.F. below counter top I Vaulted Ceiling DINING,: /'rPs I ROOM I ♦ ♦ I ♦ Varetii to be .} I 34 )2' high G • Hi hl"Well gIki" II'-O I g �� , X- 3ra8r, -a mat ar"u W.H. rw }w o, 8tesl Ballard 8sa detail 1,bia-shagL 64" 22' x IT,a$c l F j T I m Provide auto I At= p I closer � - - - 150 Amp P nel m n 0 I O N '-5,r Install windows thru buck into block with 3/I1." tap -con with 11/2" penetration at 6' sic. max from each caner and 20." o.c. max thereafter at ambs and 20' o.c. max Exterior face at head and ad per product approval of mall - / \ Buck to be 1' x 4' PT 3 GARAGE JM'-,4' A.F.F. IRV Flat Ceding r----------------- i I Block wall in ^J garage to be struck block I I i I I I ' A ' I I 15'-10" I" ILI ill 1 - • 8'-0" A.F.F. Flat Ceding SECOND m w BEDROOM Os EGRESS �C ILoil IL ---ILA'--! i 0 C V E R D 12. x 12' concrete PORCH with con rate and (2) into lintels L' 2" Ii'-C 5'-4" 3'-4- Exterior face in N block filled rs vert. tie O \ ifl 4'-24'-2�5'-4r-4" 9'-L° Attach buck to block wall with 1/4" dia. Elco cone screw& with min. 1 1/4" penetration at 12" o.c. max and 4' max from each caner thru 2" x L" PT Buck Ir I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT ore Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB. HEADER, AND at each Mrigs and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to INSTALLATION NTS S Braden Braden Date Drawn : RBvlalona LU�nne Building Corp. act Glass and Rear 12-15-I1 2-21-18 Impact Architects -Planners P 411 5.E. Coconut Avenue The r Grand d Carlton GARAGE LEFT Drawn by: patio slab extension Tel : (112) 281-8258C.C.U. Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Spanish Lakes Checked by: stair,• P� a4aaL �codnnnnn�o St. Lucie County Florida D.R.B. Owsp. C I STRUCTURAL NOTES: 14'-0" . i aA'- n, ,11 20'-0" L 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 Og 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 DATS 10. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PS BE 3000 PSI OR 4.000 PSI GROUT MiX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION, 11. ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A -IL, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESI- BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE 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 DEBRI: BEFORE FILL iS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING 3' BEAMS: 1-1/2" L. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 1 4. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. -I- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF I600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I1. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FOUNDATION FLAN 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.... 5. Contractor to provide filled cell With concrete and I I*5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-I1" 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) to. 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 40, meeting ASTM A-14 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. a/ Thicken edge to 8"x8' SCALE: 1/4" = I'-O" 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 bg 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. 30' overlap —1floEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTiONS one #5 bar continuous L'"' #10/10 WWM on to mil Visqueen over \ clean compacted termite treated fill 4" concrete dab with fibermesh OR VxV $10/10 WWM on 10 mil Viaquaan over clean compacted termite treated fill RIF i 111111001IIIIM 11 ( I I I I footing with x 1concrete monolithic footing with (2) #5 bore cunt. 14" \ f= I J TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR VxV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Stop per foundation plan n if 10" (2) #5 bars Cont. bottom steel 12"' 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'—O" 12' x 12' concrete colwel block filled with comets and (2) 81 bars vert. tied into Intel* above Verify house slab height in field Top of looter IL' below finished floor I' m IIIII�� 30"x30"AL" concrete column footing with (4) 45 bars each way PORCH SLAB EDGE DETAIL Qr`Ai r- 1/1" o #5 bar vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 4' concrete slab with fibermesh OR 0xL" #10/10 WWM on 10 imi Visqueen over clean compacted/termite treated fill -n" to F F ads I Ili—i 14"w x 14"d concrete monolithic footing with (2) #5 bars cost. RB DETAIL SCALE 1/2" = 1'-0" 2' x L" PT wood seeured with \ 3/8"dia. x L" anchor bolt at 18" o.c. overhead door track secured to wood ,Iamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 9: ao Sinale Filled Cell Column NTS Filled Cell Masonry Column With One US 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: bradenaia®comcast.net e o 0 o I I 1 I 1 I I I o o e o O o ° J ®L_ I J filled cell under FI I girder above I 24„ I Io Rear Patio/Slab I O I JII ° to bpha hpal6r Pomtouae.a N Thicken footing to "d x 24'24'w x 14 under filled cell ON ® IIII under girder bearing. e ° e ° ° I L___ _ u I Rear Patio/Slab to U be Plush arth bottom of 3! n I sliding door recess. N I Slope 1/2" u_I;- ° I I; - I t- I I �_ I II I ° °I �I H.B. I I I ^ 4" concrete slab with fibermesh OR I ° L"xL" 1110/10 WWM on L mil Visqueen over clean compacted termite tr ated fill o I© I it °I Ie I i /\i FI ►- I:- o it 1 I I ° e I °11 H.B at I❑ Ail. o O -j I ° o A/C ° �—-------- W.H I #I I Ir 4'# Steel Ballard FI v filled w/ Concrete ® I I F�; klneJ> > I 13 I IQI24 I p�v I I L y I ra e is I I I I E «1rc e I 3Ja I L I I =� ° I I q qACL ° I oN uQ I _J _—_--- i_ i_ ° I = #v Hi I °I IL I° I x O I LU ®I ° r — � Recess f 4r � N t. l � Garage 0ocir ° e ° ° --- °°--------- ° 9'-0" 3'-5" 6'-2" J© 12' x 12' concrete column block Pille with canI qnd (2) #Z bars Vert, ti into bntsls above Wynne Building Corp. The Grand Car 5pparlish Lakes 5t. Lucie Countg Florida FOOTING SCHEDULE Monk Dee De tarn I 140W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 12'D MONOLITHIC FOOTING WITH (2) 85 BARS CONTINUOUS 30' x 30' x 14"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8'111 x 8'D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ® 14' With x 14"D Curb at Gaaga MONOLITHIC FOOTING WITH 2 #5 BARS ftift O" Date Drawn Revisions : 12-15-I1 2-21-I8 Impact Glass and Rear GARAGE Drawn bg: patio slab extension LEFT C.C.U. Checked bg: D.R.B. or -Rile Ndt Included On TI r nit I PANEL "A" Polos BR Load Wire Desenptiaii citcs circ# Description Wire Load BR Pdn 2 40 -1.0 ke to A/C a" 1 2 AMU xlo 3.s kw 30 2 3 4 2 30 4.5 ke 810 40 gal. water HTR 6 L R eL 12.0 ke 60 2 � e 1 20 1.8 kw t12 Pump 9 10 Driler #10 6.0 ke 30 2 k 12 I 120 IS ke 012 13 14 Dwlmeslier s12 1.2 ke 20 1 1 20 1.5 lie wit Microwave i6 16 Rerrigorator 812 1.2 ke 20 1 1 20 L6 ke 012 Kitchen S.A.C. 11 18 Reupts 812 20 1 1 20 1.5 ko 812 Kitchen S.A.C. 19 20 Recepts s12 - 20 1 1 20 1.2 ke $12 Clothes We" 21 22 Recepta s12 - 20 1 1 20 0.81 ko s12 Garage Doan Opener 23 24 Recepts $12 20 1 1 20 1.4 km 812 26 2L Recepts s12 20 1 1 20 1.12 kw $12 21 29 Recepts $12 -- 20 1 1 20 - 412 General LigM4N 21 30 Reeepta 312 - 20 1 1 20 812 General Lighting 31 32 Racepts 812 20 1 - 1 20 812 General Lighting 33 34 Exterior GFCI $12 20 1 - 1 20 812 General Lighting 35 3L Bathroom GPI s12 20 1 - 1 20 412 smoke Detectors 31 38 General Lightme 812 20 1 - 1 20 $12 Bathraar GPI 31 4o General Ligkwg a12 20 1 spare 41 42 1 8 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total Watts) General Lighting _(3, watts eq. Pt.) Range ................. ......... .................. .......... Refrigerator M.icrowave.............................................. . ............................................................. Dish Washer ................................................................. Clo@live..w.ttaher............................................... Clothes..Dig+r................................................ .Water. Heater ................................................. Water Pump , , , Garage. Door ,Opener ................................ . .. . . . 1135 3 5205 2 1,500 3,000 1 12,000 12,000 1 1.200 1,200 1 1500 I 00 1 1,200 I 00 1 I 00 1 00 1 5,000 5,000 1 4,500 14,500 1 1,800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,961, Electric Heat or A/C 10,000 e45% I 10,000 10,000 Calculated Load Watts 30,9106 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.03 Panel Size Required 150 Am a Electrical S mbol L eg end S Single Pole Switch ® Recessed Can Light $y Double Pole Switch ® E eball Recessed P Paah Button Switch Exhaust Fan Duplex Outlet Ceding Mounted Light =0 Special Receptacle 0- Wall Mounted Light starer ground faultcircuit Light with Pug Chain (attiG) ® Floor Duplex Outlet © Con oac Connection Jk Qa+ Carbon Monoxide Detector 4& Flood Light Thernastat ® Electrical Panel ® Central Vac B Electrical Meter ® Smoke Detector Ceiling far ® Televimar Jack © Telephone Jack x A/C Discerinect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook-up ❑[ Intercom Soffit Meter 113 CFM IoxloxL MASTER BEDROOM 1113 CFM IO)dOxL 12id2x9 B/A CLOSE ATH 0' 1 o 0 150 Amp Panel PATIO/SLAB I I GREAT ROOOM FM o5n am K 1 12" L------r - I Attic with Asomin ndre& -----� GARAGE r-----------------i I I I I I I = JUNCTION BOX TO SUPPORT A FAN � � � � � � � � � � � � C O THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-O" I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors, 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical syatem and provide all 4. service and provider, ALL paddle fans shall be on a rheostat. the requirenents necessary for the equipment to be placed in proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work ahall be done in accordance with the N.E.C. and 6° ALL exterior outlets to be WP/GFI protected° shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 Iq, The electrical system shall be completely and effective) 10. A/C Refri ��nt lines that are run thru slabs must be in grounded is required bg the latest edition of the N.E.C. sleeved If. ALL A/C Equipment shall compiy with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13, Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the prog�eas of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24, All exposed wire below 9'-1' shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be Installed per FBC RMI502 I 1 I ,1 I I I I I Registers g`an 101111102011 DINING ROOM Iffixt A H� 2J2 CFM x64 SECOND BEDROOM j IL, 12W2x8 �1 B/A COVERED I PORCH *,2/0 Aluminum 150 reed ]so 1 %' Conduit -+ PANEL 2' PVC l 2' rigid service FPL I Bar sL cape wire to 7i5 cone. Hear in slab ELECTRICAL RISER �H°B° Vent thrill - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net 16" Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP Pi Install oulet under disc. in not shown or clarity Q A/C MASTER BEDROOM i i i ♦� CLO I S!41 u0 papnml PATIO/SLAB - ,'Covered Poi c4N., WP GPCI 1 \ \ I \ 1 \ 1 (/-'��_ I Smoke / Carbon `°'r R A T Monoxide Detector R O M Combo QS S I I I I I I I 1 © II I 11 Li I II I 11 I I DINING __, GFCI I 1 ROOM 1x FC \ ! JJ rlonoxl a Detector Combo \ GFC� GF GPCI / 42' GFCI / 1 F w ' A tic O Cents Meter 1110 Amyl optimal Panel Ppanel location Pull chain \ light in attic 42° GFCI GARAGE Garage Door -Opener r-------- - -- i I I I I I I I I I I ELECTRICAL PLAN Attic Venting Calculations FBC 230' Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft, required Provide A Continuous Vented Sof f it Wunne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida 14iie a \S E C O >`T-4 BFDROOM / r� Pa / WP \ \ C0VERlwT! n P RCH SCALE: 1/4" = 1'-011 Post PihoRocall I 0 I n Date Drawn Revisions 12-15-11 2-21-18 Impact Glass and Rear GARAGE Drawn by: patio slab extension LEFT c.c.u. Checked by: D.R.B. H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light OF r)