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HomeMy WebLinkAboutREVISION BUILDING PLAN 5-9-18o'—i 26 ga. 5v trip metal roofing attached to plywood deck using >t9 x 1.5" wood screws with self sealing washer at 12" o.e. max apatrng 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 Baaced 6" o.c. at all laps and two staggered rows 12" me. in field. Attach le to tra.awe ueinn ettmehment dwtrx n ti.ia e6owt coral Plnlshed stucco eanas LEFT ELEVATION Gulf Coast Supply and 2L Aa. 5v crimp metal wood screws oath self i (type 2) 30 lb Pelt u I" fastened with core spaced L o.c. at all Ii peck to trusses using " 5/8" thick x 8"w cut F Zoral finished stucco bands SCALE: 1/4' - 1'-0' 5v #11451.12 using #9 usher at 12" o.c. max spacing o, int installed with min. 4 bide la mstant tin caps and with 1.25" 1 two sta gered rows 12" o:c. in nt detaii on this sheet 5/8" thick x 8% cL coral finished stucco banc b/tV thick cut coral finished stucco bands ELEVATiON MOTES: Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #II01.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12' ox. max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with min. 4 aide laps and C and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails a aced 0 O.C. at all la s and two staggered rows 12" o.c. in field. Attach —L "— •...__—_ .._.... .I'"..L --- " J—... -- a LuQQ;V on t. PIQUI GOrica-at ir vi u �nn.n woo �vi ai block construction finished stucco bands REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at +12 unless otherwise noted Any changes to this plan shall be submitted to the architect M° for approval in writing prior to starting construction. e nails — Return ALL Stucco Bands into Window or Door. 12 SLOPE 4 �5/8" thick light textured stucco on typical concrete block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT ELEVATION SCALE: 1/4' - 1'-0' Product Approval Submittal Affidavit Opening8ohednis Swint Doors. Overhead Dada+. SM"Int Doors, !Abdo== h � I,'2"3 E4 FL# 239.3g product Single Hun Model 0 SH-100 Impact Manufacturer POT Glass 5/16" Attachment method I/ • is. fast • a/ min. I /e enstraticn to spaced pet pro�uct approva4 G+tractor shall adhere to an. ad detentes specified in roduct approval tioa Date �� seats ± 80.0 PSP A I6-0330.02 Overhead Garage Door g Model 824/811 9'-�"max, s�idth IL - max . t DAB "weUTr it .jW " �tPPa a+'pa'�r dit M'�� R a .a.,. ," 10-9-21 + 50.0/-LO.O sP P B FL# ILL14.1 Fiberglass Smooth pro Jeld—Wen Eloo 1/4dia. tepcon with min 1.25' embedment at 3' max from corners end n.6' oc. max thereafter in head end jambs, + 50.0 PSF C PL# 251.5 Slidin Glass Door dries SOD 1 POT I" nom T pe "G5AJ i m. t pc°� s u mi . I / penetr ti o e mmc2 I%e1' idpicditapncnaspecifisdrm Product approvarl + LO.O PSF Product NOA/rL NUMBER Modal Manufacturer Attachment Method Mtjii. 1ki Design Pressure of i►ppro e a MuliiOnB FL# 241.1 1" x 2 3/4' x .315" POT Install psher fastener type and spacings shown in Table IA and IS in product approval on eet 5 of 72. + 58.0 PSF Roof FL# IIL51.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 21 ga. 5v cri metal rooting attached to plgwood deck sung #9 x 1.5' waoei was i t2i wit sett washer at 12' oe. max spacing over ASTM D rtgpw 1J 30 lb felt anderhigment installed with inn. 4 wide laps and V and laps fastened with corrosion resistant tin ceps and with 1.25' ring shank Trails asppacwd L oc. at all laps and two staggered rows 12' oc. in hwld Attach dwck to trusws using attachment detail on roof plan — 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented vinyl Soffit ICagcan Install using 2" x 2" battens at 4' o.c. screwed to soffit framing using #e , 3' w screws at each truss. Install soffit to battens using +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2' dia. solid set lead anchors with 1/4' dia.-20 x 1.5" long SS sqTee head combo. with Neoprene washer at 12 1/2" c.c. along the bottom and 13' o.c. at the top ± 5 0 PSF 4 I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 2" W-1" T.O.B. .H. H H. 0 5/8" thick x 8"w cut coral finished stucco bands = Finished Floor Flnlsh Columns with as 5/8" thick cut coral finished stucco bands 2" x 4" top plate I '1/2* drywall ceding on truss bottom cord I/2" drywall on " x 4" studs at 14" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermeah OR L"xA" #10/10 WWM on G and Viaqueen over clean compacted termite treated Pill interior Non —Bearing Partition Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net SCALE: 1/4' - 1'-0' Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #IIL51.12 2L pa. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws, with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spacad 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 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION Wynne Building Corp. 1 ne c,.;rana c Sppanish Lakes St. Lucie County Florida THESE PbAAReSN Rr QUI US'ICT TQ 0 ALL P110pos MAY 13eRE08Y. ANYC c COM �YW/TH Alb q p pOE �S f CONCEA! ED FASTENERS OR ARETHERESpO14 A (ITADFCHMENTS CONTRACTOROpRECORDTHE 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb Pelt usl� Haile. Substrate to be 19/32" CDX Plgw O.C. in field and edges with 1 nmis into truss webbing. Wfi}r� GCCOMp iirNG ti1AIV CL GYCQDEA4USr CE RE ON 8LOPE 4 uNnL rNsrECnDOORSAnp RID S 9 --- 5/8" thick x 8"w cut coral finished stucco bands SCANNEL BY *t Lucie CoufrPr; -O'-4" A.F.F. ST. LCC:E COLNTY HT711 G 1�I� rcin,r <FVIElVrD FOR C LIAIICE REVIEWED BY SCALE: 1/4' - 11-0' DATE N P PLA ALL CONTRACTOR WARRANTIES 05ING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Bolding Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Bulldina Design is: Enclosed Risk Categor . II Wind Velocity: I65 mph ultimate Mean Roof Height -• Rod Pitch:J4 Internal Pressure Coefficient- tD_IB Sub,lectabdrty to damage from: Weathering: Negligible Termesi Vera Heavu Width of Rod End Zone: 3,_4' Wind Speed: IL5 mph ultimate Wind Exposure ClaWication: C 1.21 x O.L - 0.12i Adjustment factor or Exposure Height: A$D+8@x n Load Combination: ASCE '14 L Components i Cladding Wind Pressure (NET) Root Zone. I. +20./-32.6 pat o05OpsW Zis 3.+20-84 Components t Cladding Wall End Zone Width '- " 3366 33 Components t Cladding Wind Pressure (NET) Wall Zonee. 5. +35.8%-4'81.8 pa Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pot Shear Walls Considered for Structure) yes Continuous Load Path Provided?YYeess Are Components an Cladding Dets-Fe Provided? Yes Minimum Sal Bearing Pressure:2S00 psi. Presumptive: X By Test: psi This Building Shall Have th Following: APPROVIRD SHUTTPAB IMPACT CoLAlas dOTHs NltTMR: ROOF LIVE LOAD:.31 pat ROOF DEAD LOAD: 10 pd 01 nnIP Llvr= LnAn. 45 step laLnem nEAn Lnan. 10__ war JOB ADDRESS: MODEL: Date Drawn Revisions 12-15-I1 2-28-18 Impact Glass and Rear GARAGE Drawn bg: patio slab extension RIGHT C.C.U. Checked bg: D.R.B. Rod Zone I Walls Zone 4 0; Roof Zone 2 Wall* Zone 5 END ZONE Rod' orner ZoneZ3 s OF 1 File mom FLOOR PLAN fs_� TYPICAL NOTES: SCALE 1/4" = 1'-011 I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete, ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2�2. a�,„ handicap accessibility requirements. �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 R302.4 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. 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation In x G" P.T. Buc block with case h materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door att+ with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM CU. C19, C415, C514, C630, C931 C�f60, C1002, C104-1,0111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywallraming Thickness Location Orientation ember Max. spacing of fasteners Ned azlio options for installation drywaall Into Spacing of Nails Screws Maximum wood framing members 2 x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.048" diameter x 1 1/4' IonA �211 annular -ringed or 5d coder nail OR 0.080' dia. xx 1 5/8' long with Wall. Either IL" an Igo Direction 15/L4" head OR Ggpsum board nail 0.08L" die. x 1 5/8" with 9/32' head. Ceiling Perpendicular 24" '1" 12" 13ga 1 5/8' long with 19/64" head OR 0.098' diameter x 1 3/8' long annular -ringed or Gd coder nail Walls Either IL" e' IL" 0.092" dia. x 1 1/8" long with Direction 1/4" head OR Ggpsum board Hell 0.0915" ilia. x 1 1/8' with 19/44' head. Install SGD thru buck into 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 3/14' tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at all 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 A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and installe 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 ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 21. ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5, wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lbfelt undarlayment installed with min. 4 ado laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced G o.c. at all tape and two eta gored rows 12 o.c. in field. Attach dpeek to trusses using attachment deter on this sheet Simpson HETA 20 or equal bur sic ne nc x sir +Ich trues 12 with 10) Po x I I/ nadr ( 24' o.c.) su porting Max. 4 1810lbs, upidt Aluminum Drip ----' 7 Edge t Fascia 2' x L" Sub -Fascia Kagcan full o vent vingi soffit installac using 1/8' ilia shank x long gale. roofing nails with 3/8' dia. Will per product approval - we chart about a1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled call Grade p= at 19'c (shop drawings \R-30 blown fiberglass in bottom chord or trusses -1/2" drywall with smooth finish Two rows or beam block filled with concrete _and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or cost. for bottom row over openings I/2' dr well over In x Purring strips at IL" o.c. with R4.1 t"i-rod -insulation on typical 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" only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas lax showers, tubs etc...) Fill call with concrete and (I) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermash OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill - IIIIII III IIIIII \14" x 14" Concrete footing with (2) #5 bars cont. and #5 transverse bars at 44" o.c. Scale : 1/2" = :RASH POST DETAIL N.T.S. G" high by 4", diameter .eel crash post. Floor lange with 4 - 3/8" bolts into it 3b (3/8"t 50 ksl steel plate) 1.„ h" I/," 0 to Masonry Beam nails Head fixed door sliding door AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2' VTR I I I 21' VTR //', Mastery Bath 1 1La2v. 2'hr 4" I 2' VTR I eC I I i I Nor. Kn. Bet I I Kitchen 2' I I I 3' W.C. Bath #2 sin. S. C.O. To Septic PLUMBING RISER I" x L' P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry wall Batt Track Typical Flooring Sill Install SGD thru buck into }}'"'''�� + block with 3/I6" tap -con with S l i d ri g LJ OOi" D eta,, I i 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at Jambs per product approval Jamb At Masonrg Wall NTS Window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5%s"x 5'-3%" 54%"x 43%+" Single Hung ZONE 4 2. i'-Zia"x 5'-3'/a° 15' x 0114" Single Hung ZONE 4 3. '-2" x 3'-2 1/2" 21i2 11x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2ie" 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 t0 be tempered All rough Opening dimensions to be verified bg contractor wtth manufacture s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X T-O" 108' x 84" Overhead Garage Door ZONE 4 B 3'-0' X V8" 41'/;'x 83%4' Fiberglass Panel - Insissing ZONE 4 C P-O' X 6'-8' 14' x 81 '/2" ;;;°" Sliding Glass Door I ZONE 4 D 2'-0" X V-8' Solid Core - Wood - L-Panel-StFold Finished 24" x 81 %" E 2'-G" X 6'-8' Solid Care - Wood - L-Panel F 5'-0" X 4'-84 Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-s' x 1 r4' Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - L-Panel J X-L" X 6'-8' Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X L'-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors t0 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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction t Included On This Permit2' \ 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above ° Covered Porch I v 8'-0" to 9'- " A.F.F. OIL Vaulted teiling CAR AT R OM o I I 1 19'-e" I nin I o 8'-0" to 9'-8" A.F. 2' x L" knee -wall Vaulted Ceiling I below counter top DINING ROOM I ,F ° I x s 9� I �r O Vanity to be / / I / 34 Y2"high I II'-O 3/4 9 i4" (414) o High Wall •r ° iyCD 1• cif I in N 8'-1„ A T H I Rod t Shelf F O .F.�cl0 8-O" II'A-b.F" Flat Celhng-au ' °N O m � u fU. o SECOND BEDROOM � O EGRESS 4 EGRESS 12'-8" iv aD MASTER _ BEDROOM u� e'-o° A.F.F. OL�® sib Flat Ceiling Y LL [M1 Rod T Shelf Vonity to lit " 34 Y, big r 1 I -S L? SET>(J_/ Mrr WE all Rod Shelf tint' / o I O m BAT KITCHEN �^ 8'-O" A.F.F. I N Flat Ceding - 10'-5" pperce nets to4&t� Fr d over ef.IZ10 T Iow `r H. -II beet. C.J 4 4 Steel Ballard detail on tis shee if P L 12' x 54' Aerie Aeeess sigh light l Provide auto closer Q Q ----� c 2„ I Linb'-o° 4" x in ISO �GRESS T GARAGE IT e'-4" A.r.F.OL O - Flat Ceiling 0 N I in LfJIL!Jl m I I JI Iuji 7 filled COVERED tied ORC = I O 2" Q 12' x 12' concre Ith concrete and into lintels a column block (2) #1 bars vert. above N ° Install windows thru back into block with 3/IL' tap -con with 1 1/2' penetration at V c.c. max. from each corner and 20.' o.c. max thereafter at .lambs and 20" o.c. max. Exterior Pace at head and all per product approval of wall / \ Buck to be I" x 4' PT r---------------- t-- Block wall in garage to be struck block I I Exterior face 3'-5" Attach buck to block wall with 1/4' dia. Elco cone screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru 2" x G" PT Buck 0 I N I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT 48 Wood screws thru jamb Into buck Windows II lock with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 15' o.a. max and Detail at W I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment Kl T c INSTALLATION NTS Braden It Braden AIA, PA W nne BuildingCorp.Or Date Drawn Revisions : Architects - Planners 12-15-11 2-28-18 Impact Glass and Rear 411 S.E. Coconut Avenue The Grand n d Carlton GARAGE R GATDrawn by: patio slab extension Tel (112) 281-8258C.C.U. Fax (112) 281-8283 E-mail: bradenaiaecomcast.net Spanistl Lakes Chocked by: %fiiAnf ltl %4e1AL sdo[_nnnn%2 St. Lucie County Florida D.R.B. STRUCTURAL MOTES 0 20'-0" r1O/SLAB , I 14'_O„ 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: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MiN. 3000 PSI WIND VELOCITY = PER PERMIT INFO I BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-4HOURS. 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 - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 1 2 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 FEATU�ES 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 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI iN AREA OF MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. `� 14• LAP ALL REINFORCING STEEL A MIN If1UM 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 WIT A MINIMUM Fb OF 1400 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE YP 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 i-1. ALL LUMBER IN CONTACT WITH ANY 'CONCRETE OR MASONRY SHALL BE O , I * I � � � � O * I FLAN PRESSURE TREATED. FASTENERS T HAVE MIN. GI85 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 1 45 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 q'-Il" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans forany other condition used. Foundation walls shall have filled cells at 24e 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 40, 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/ Thicken edge to Vx8" 30" overlap EE TYPICAL with concrete and at each filled cell j9ECTIONS one #5 bar continuous X 4' concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14"w x 14'd concrete monolithic footing with (2) #5 bars cont. 14" #5 bar wart. w/ �) TYPICAL FOOTING DETAIL 30" overlap SCALE I/2" = I'-O" at each filled cell 4" concrete slab with fibermesh OR Adjust curb height 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor clean compacted termite treated fill slope. #5 bar cont. #5 bar in curb Step per Grade foundation plan -Trr7— '.y — UD E e — 10" (2) #5 bars cont. bottom steel 12" = 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = i'-O" GARS 12' x 12' concrete column block filled with concrete and (2) #1 bars vart. tied into lintel* above Verdg house slab height in field Top of looter 16" below finished floor Ii 9 ..:.. , SCALE: 1/4" = I'-O" Termite Protection for New Construction. Sod treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfdlIIng and compaction is complete. If sod area is disturbed after initial chemical soil treatmen area shall be re-t eated 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 sleeve around metallic piping penetrating concrete slab on rade floors shall not be of cellulose containing material and shall receive application of termicide in annuls apace between sleeve and pipe. 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen o clean compacted termite treated fill Included On Thi: Imam 4" concrete slab with fibarmash OR 6"x6' #10/10 WWM on IO mil Visqueen over clean compacted/termite treated fill -J" a F F At-\ 17 i l i 14"w x 14"d concrete monolithic footing with (2) #5 bars cost. 14" 2" x V PT wood secured with \ 3/6"dia. x V anchor bolt at 18" ocverhead door track secured to jamb per manufacturer's product GARAGE DOOR TO WITHSTAND PRESSURES STATED N T s IN PERMIT INFO BOX ON SHEET W. SEE PRODUCT AIIPPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Sinclle 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 t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Pax : (112) 281-8283 E-mail: bradenaiaecomcast.net i— cluded On This i I 10'-0" L ° t---� —1U--- — __---y--L=�=-- ° r ° J© ® I FI Filled cell under - IQ girder above OI I FI ° Rear Patio/Slab I® Ll l to be poured separate L from the house slab. N E r Thicken footing to I ° I I 24"w x 14"d x 24'L C- F) I under filled cell FI I 4J ° J under girder bearing. ° r — — — — — — — — —-- I ° I Rear Patio/Slab to I m be flush with bottom of i sliding door recess. I uv _{ I Slope 1/2"_ au_ , I FI I I° 0 I I H.B. ° I 4" concrete slab with fibermesh OR I 6"x6" 410/I WWM on 6 mil Visqueen over clean co patted termite treated fill I I I FII o °I I° F- o I � , za I p I° CM I p FI B o I o �I 4'e Steel Ballard }_/ I I Ofilled w/ Concrete u r 3: zo a uc I I mdr I ova I I q'tru I �LLa I I yj� oft I I r FI— , _ _ I E'st ° ° o o a o ° ° I ism I . es a I'- O r Oil I U I ° ° L-- °< ----- if ° = �I W vim" El I (LUJI 0 x LA t2' � —® t---- f2-- for 5_ °--------- DD 00 Garage Moor °O 71L_�12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintel& above UJ nne Building Corp. The Grand C Spanish Lakes St. Lucie Countg Florida FOOTING SCHEDULE Mark Sae Deacniption I 14"W x 14'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8'D THICKEN SLAB EDGE WiTH 1 #5 BAR CONTINUOUS 14"W With x 14'0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions : 12-15-11 2-28-18 Impact Glass and Rear a r l t on GAR RAGE Drawn bg: patio slab extension C.C.U. Checked bg: D.R.B. Included On This PANEL "A" Pales SR Land Wiro Description cmc# cmc# Description Wee Load BIC Pales 2 40 1.0 kw #8 A/C camp 1 2 AHU s10 3.5 kw 30 2 3 4 2 30 4.5 km s10 40 gal. water HTR 5 6 Range Ai 12 00 kw 5o 2 a 1 20 1.8 kw 812 PWO 9 10 Driller a10 5.0 ke 30 2 11 12 1 20 I.5 kw s12 13 14 Dishwasher 812 I.2 kw 20 1 1 20 I.5 ka a12 Microwave 15 IL Refrigerator $12 L2 kw 20 1 1 20 1.6 kw u12 Kitchen S.A.C. n 18 Raceipts $12 20 1 1 20 1.5 kw u12 Kitchen S.A.C. 19 20 Receipts m12 20 1 1 20 1.2 kw 912 Clothes Washer 21 22 Recepts 812 20 1 1 20 0.81 kw $12 Garage Door Opener 23 24 Recepts 812 20 1 1 20 1.4 kw u12 25 26 Recepts $12 20 1 I 20 1.112 kw u12 21 28 Recepts $12 20 1 1 20 e12 General Lighting 24 30 Recepts $12 20 1 - 1 20 u12 General Lighting 31 32 Recepts $12 20 1 - 1 20 #12 General Lighting 33 34 Exterior GFCI 812 20 1 - 1 20 u12 General Lighting 35 36 Bathroom GPI $12 20 1 - 1 20 412 smoke Detectors 31 38 General Lighting #12 20 1 - I 20 u12 Bathroom GFI 39 40 General Lighting s12 20 1 - spa e 11 1 42 1 spare PANEL `A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting f 3, watts„sg. ft.) . „ ... „ . Small. Appllpncp. Clrcult(s) ............ ..................... Range......................................................... .Refrigerator , , . , , .. .................................. Microwave..................................................... Dish Washer Clothes„Washer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Clothee..1?fY4f................................................ Water Heater ................................................... Water Pump, . , . .. , .. , .. Garage Door .Opener 1135 3 5�205 2 1,500 3,000 1 12,000 12,000 1 1,200 1.200 1 I 00 1,500 I2 O 1 1.200 1 4200 1,200 5 000 1 5,000 1 4,500 4,500 1 1800 18®O 1 810 810 Total Watts 31415 First 10000 Watts 9100% 1 10.000 10 000 Remainder 21.416 e40% 1 O 10,1111111, Electric Heat or A/C 10.000 e65% 1 10,000 10,000 Calculated Load Watts 3011K Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required 150 Amps Electrical S mbol Le end S Single Pole Switch ® Recessed Can Light Sic Double Pole Switch ® E eball Recessed pg Push Button Switch ,.lS Exhaust Fan Duplex Outlet -¢- Calling Mounted Light Special Receptacle 0- Wall Mounted Light aterpr :ground t circuit Light with Puff Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Qon Carbon Monoxide Detector 4& Flood Light Q Thermostat m Electrical Panel Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑Z Telephone Jack ACnisc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up 0 Intercom 3 H.B 4 Vent thru 5OTFFt - PATIO/'5LAB 161 ClamCen on lowoxi DiNiNGf ROOM 232 CFM 12x6xl I I B/ 1 IL9 Clam Aix, 1� I2m 163 Claim 10)dOx6 MASTER BEDROOM 163 CFM loxlOx6 LOSET 153 CF 1,4n 12xd2xl 911 1= I T O IOx0 T - 00 - -- 1 � Attmr Atari LIU+_ - J' - -==J SECOND BEDROOM 1 12W2x$ B/A COVERED PORCH ®= JUNCTION BOX TO SUPPORT A FAN NECHANICAL LA 1� OUT = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4" = 1`011 Electric Notes: I. Use copper wire only, no aluminum. Il. It is not the Intent of these plans to show every minor detail 2. Provide and were all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placec in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and to. ALL exterior outlets to be UJP/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 RM1602 19. The electrical system shall be completely and effectiveI 10. A/C RefrigVC 9 q bg lines that are run thru slabs must be sleeved in Prounded as required b the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply 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 progress 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 bg others. duration of the work. 14. 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 RM1502 JieJ Z ,hovered Porch `\\ 1 1 I I 1 � 1 WP GFCf % MASTER BEDROOM Grt R A T Smoke / Carbon R O M Monoxide Detector Combo I ry I I _ I� I tLPSET Soffit DiNING � j GF011n F---T � ROOM � .r{ / � FCI GFCI I J I IZ31 \ N KITCHEN I i Smy- / Cabe - J - Ifonow a ff tector I /Combo H.B. C Hines \u "/ 3'_2" 3'_2„ 24' \ A/#C old M \�I . _ Exhaust Duct F ��� 1 GC Thru Soffit FCI 150 Amp Id �4eter Panel GARAGE r----------------- i I 1 I I I 1 I I I 1 I I A/C disc. AM s /O Aluminum teed I h' Cp1dY1t PANEL TE AHu 20 PVC ( FPL 2' rigid service FPL t'*W115 eonct!rsneiin slab ELECTRICAL RiSER - Contractor shall use AL-CU Landinglugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to constructor Braden it Braden AiA, PA Archit6cts - Planners 411 SE. Coconut Avenue Tel : (i12) 281-8258 Fax : (112) 281-8283 E-mail: I; adenaiascomcast.net Stuart_ FL SM% #AAC000032 enter 5;� d��coND % ���� BEDROOI1 lot i Y m Bqp /\ Wire F� Front Post / \ Light 1WP GFCI \ A \ P OR'C pt � I 16" 22` x 54` YL Attic Access _00 %, / op tional IF/0 Amp P I location Pull chain / Panel light in attic 42"h GFCI GARAGE Garage Door Opener I I I I I I ELECTRICAL PLAN 6'-3" Wunne Building Corp. The Grand C- Spanish Lakes St. Lucie County Florida 0 I N Light with cell N ra Exhaust Duct Thru Soffit 4" Exhaust Duct Thru wall WP Install owlet PQ N under disc. not shown For clarity a A/C eter I SCALE: 1/4" = I'-O° Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions : 12-15-11 2-28-18 Impact Glass and Rear ton G R GATE Drawn by: patio slab extension C.C.U. Checked by: D.R.B. OF 5 IQ