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HomeMy WebLinkAboutREVISIONSCANNEL) BY St Lucie County W 00 o. Ln . . 00 m 3 m c V IVw 00 W G N N N N M w a e m w 3 r: an M o m 3 m =k a 3k N a) Fa m m m D E O O O O O m N n u 'a O N W N FV+ O 3 N .0 lu u y V m m d m w 1 a! m N m P! a w a d N O • VI .mrt F+ 'O N V W 3 a' W m N m ui `„°, a 3 c) �, c hi W '. o m m M w O. N r O p > 00 V 1 0) N V f+ V i2 G t N N a) N N .0 M m Y 3 O OV 0000 FO+ y "a ? W a W F+ i0 a 0 C a! m c rl w m a, O w N Q � m > H C� M °D -� mU v O a o. u A N s E m $ Q •y W waa-� al • • ma M t Q h DS L b (U N f+ Q LL G '3 'O m O m 2 p p m 'd �m a 0 o Mr = m 3 O 3 O 4J v~iN m bA = `G m O i © w C w y M m Q Q N v a Q u Y y a V V V Cle w = en 2 •"I O a1 O Q 1+ F+ N F+ m Q N m M n V N u t am.• a > > Q n m -a tO Ir W ill C 4r 'a a-i O m Q) o uw U wii c Ea w m ac 0) o eot! m v r- 3 a/ ai Y N W �T. W j m m 'a v a s a H T m a r ca SCANNED BY St Lucie County • • • • • mA. 00 • • mO mLn v 3 3 an_1 !; x ae fe v V V N F~+ I~A N d• N U N N O • A 7 • mA w � v O N LO N ao V y N • mw ai non y mew+ 0ZZ� m - F C N m-i Z n D 91 Cis 3 n Vi m Cal w e m m y O C m C Z D t7 N D - W m til :T - m m Z3 3 co ID D Planning S, Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(7721462.2172 Fax:(772)4624443 SLAW BY PEVIEW COMMENTS St LUCID COLIn PROPERTY INFORMATION Address: 11 Golf Dr City / State / Zip: Port St. Lucie, FI 34952 Parcel 3414-501-1701-000/9 Zoning: RMH-5 APPLICATION INFORMATION 1 Owner(s): Wynne Building Corp Jurisdiction: SAINT LUCIE COUNTY Lot#: Permit Number: 1712-0733 Stories: Permit Type: BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) CONTRACTOR INFORMATION Contractor Name: Matthew Wynne Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 City / State / Zip: Port St Lucie, FI 34952 REVIEWS AND COMMENTS Review Tvp Status DOCUMENTS MISSING COMPLETE Comment: FRONT COUNTER REVIEW COMPLETE Comment: NOTIFIED FOR PICK UP Comment: PLANS EXAMINER REVIEW Comment: REVISIONS 4/12/2018 Comment 4/12/2018 Comment: ZONING REVIEW Comment: COMPLETE COMPLETE Reviewed By Lashahna Ingram Lashahnaingram Karen Nielsen Carl Peterson Block: 1 Automatic Sprinkler System? No Fax Number: 772-878-0224 Email: Sue@Spanishlakes.Com Date Started Date Completed 31212018 12129/2017 12129/2017 2/2212018 2/22/2018 212212018 2/2212018 Date Released 3/212018 12/2912017 212212018 2/2212018 INCOMPLETE'-'; William a 411212018 � L'1-�UIRESTHE CHANGING OF THE I XT R"�'VI W ENERGY CALC'S TO BE REVISED SHOWING THE CORRECTED SHGC AkD U-FACTORS OF THE NEW IMPACT WINDOWS. CALLED CHERI TO SI E ABOUT GETTING THE ENERGY RATINGS ON THE WINDOWS. 4/11/2018 COMPLETE Angela Huff 118/2018 11812018 11812018 2G ga. 5v crimp metal roofing attached to plywood 'deck using #fl x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced C o.c. at all laps and two staggered rows, 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE 8'-1" T.O.B. 2" 5/8" thick light textured stucco on typical concrete block costruction 0'-0" = Finished Floor 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATiON SCALE. 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IILS 24 ga. 5v crimp metal roofing attached to plywood deck using wood screws with self sealing washer at 12' o.c. max spacing of (type 2) 30 lb felt underlagment installed with min. 4 side Is laps fastened with corrosion resistant tin caps and with 1.25' 1 spaced L o.c. at all laps and two staggered rows 12" o.c. in deck to trusses using attachment detail on this sheet 5/8" thick x 8"w ct coral finished stucco bane Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATiON NOTES: Gulf Coast Supply and MPG 5v Crimp Metal roofing FL 9IIL51.12 2L 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 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin cape and with 1.25' ring shank nails a aced L o.c. at all laes and two staggered rows 12 o.c. in field. Attach -L •- •.....�. ......�-I'"--L --- . J-.-1 _.. "L.. .L--" a LuQ6v Vrl Lgp[U1 g1 6Vr1QVCr6ar ui V Wlia.n 4Y4 bWl GI block construction finished stucco bands REARELEVATION - Overhangs at I'-C" unless otherwise noted on Roof Flan - Roof pitch at 4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect ' ASTM D for approval in writing prior to starting construction. land L" and Ildhark nails - Return ALL Stucco Bands into Window or Door. O. tach 12 717��_ISILOPE]4 FASTENERS 1411 ARE THE RESPONSIB� TYO4C EMENTS CON TRACTOR OF RECORD F SCALE: I/4' - I'-O' Ansau 4NSAN4gLL AWPLVW @r®lV4Ay HSPQCYO rIONSORK N AtL APPL QA�LE �0Nf r Gulf Coast Supply and MFG 5v Crimp Metal roofing FL WIL51.12 2L 9a. 5v crimp metal roofing attached to plgwood deck using #01 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 V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails deck to trusses using lattachmentodeta oonethis sheet o.c. in field. Attach ALL gMMUFA pgE8� OV4 BHQC LM 8H Nb REM" 178C EN�Qy oo R^CE oN DEMUST 1/8' Thick cut coral stucco over p 21N pECG'ryDNS SAND KINDOVvS backed wire lath nailed to substrate through AWEAppROVEo one lager of 15 Ib felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with 10d ring shank galvanized naila into truss webbing. 12 SLOPE 4 2„ '-I" T.0 H. ED 12" 5/8" thick x 8"w cut 2" ®® � .H. oral finished stucco bands H. ® ® ® =I .. 1, e 5/8" thick x 8"w cut OF coral finished stucco bands \--s/8" thick light textured ®®®® stucco on typical concrete block construction ------------------------------------------------------------- 0'-0" = Finished Flow Finish Columns with 777" 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction RIGHT ELEVATION FRONT ELEVATION Product Approval Submittal Affidavit 8ohednlsSwIns Doors, overhead Doom S -A11- Doom 1111odasr Ae Opening NOA/IPL )Product )Yodel # Manufacturer Glass Attachment method t Ts Dam os�iwpror�efl Teeete 1,23 Single Hun g g SH-l00 PGT 5/IL"j dla. tapeoas s/ min. I /8 atretion o ed pard�provvactor shalt( rs toIm act ed a datances fwrd in Product approvalSTr' A IL-0330.02 Overhead Garage Door Model 824/811 -44•"sex yidth pq$ EN 'vYs x MW move er �r+„ 1p-9-21 + 50.0/}LO.O psf l IL'-O mex helglit ..�" - oc ,. Ys.. c"1/4'dw B FL# 14614.1 Fiberglass DesignPro/ Jeld-Wen obi nth inn t embedment at 3' sax amcornea and.6' oc. max t • after in head and jambs, ± 50.0 Par smooth Pro C PL# 251.5 Sliding Glass Door sues SGD POT I" nom 70 I • w Iron. I / paareetrort o e V pedge ce + LO.O SF T pe "G5A' 2 172' dugs specifrdr in Pry appro'vetlo Mae Mae Product 1Lodel Manufacturer Attachment Method -!�'pdratiou ��a�� � of Appromid Taste Mullions Install per festener type and spacings shown in Table IA and IS FL# 241.1 I" x 2 3/4" x .3�5• POT m product approval on ahest 5 of 22. ± 58.0 PSF ZOO FL# IIL51.12 5Y Crimp Metal Roof in g Gulf Coast Supply 2L pe�.6vcrm r metal roofing attached to plgwood deck 'damp #9 x 16' wood wiLf ssalim easier at 12' oc. mini pacing over ASTM D relt ,_.if and manufacturing (type 2) 30 Ib anderhiyment installed with an. Yds lips aid L end laps fast�rled with corroYon nYstenttaLpn ceps and w1h 1.264 ring shank nails - 108.5 PSF ?a ayacked L use at laps detail on rorose lan oc. m field. Attach to trusses al et Lag Siding Soffit FL# 12198.3 Hurricane Panels FI# 15014.2 Stucco on Block lodel T4 12' vented ✓inyl Soffit 24 Gauge Storm Panels Install using 2' x 2' battens at V o.c. screwed to soffit framing usi Kayean #e ; 3" wood litres- at each truss. Inswithtall "fit to battens using do- head - Global Protection Install using 1/2' dia. solid sat lead anchors with 1/4' die.-20 x 1.5" Products LLC on SS screw bottom a„dcombo. -withh N ooprinne washer at 12 1/2' o.c. alangg G.0/15.0 PSP ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALEr 1/4' - 1'-0' 2" x 4" top plate 1/2" drywall ceding on truss bottom cord 1/2" drywall on x 4" studs at IL" o.c. base -board ---\ 11 Ij / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xA" #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill 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. bradenaiascomcast.net nts Wunne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 5/8" thick x 8"w cut coral finished stucco bands SCANNED BY St Lucie County ST. LF1C.E CottNn pj-,H T 1G PI?nrS;(1 K SCALE: 1/4' = I'-O' PL' M IT t AE KEPT oN J 013 ALL CONTRACTOR WARRANTIES BEGIN WHENf9k CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Balding_ Design is: Enclosed Risk Categor{� 11 Wind Volooity: IL5 mph ultimate Mean od Height: Roof Peteh: 4:12internal ptcm Pressure icient- tDJILSub,lectability to damage from: Weathering: Negligible Termites:Vera Heava Width of Roof End Zone: V-4' Wind Speed:IL5mph ultimate Wind Exposure Classification: C factor x 0.6 - O.ZZL Adjustment for Expowre Height: --1.21 ar ASO demon Laid Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone- I. +20.L/-332.L par Roof Zorn: 2. +20.L/-51.0 pal Roof Zone: 3. +20.L/-84.0 psf Components i Cladding Wall End Zone Width: S'-4' Components It Cladding Wind Pressure (NET) +.8411 allZoe.5. patE3 35%-. WsZonenIW all Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? yea - Roof Zone 2 Contarews Load Path Provided? Walt Zone 5 Are Components an Cladding Dets Provided? Yes END ZONE Minimum Sal Bearing Presaurr.2300 psi, PreawipUve: X By Test: psi This Building Shall Have the Following: X - Caner Zones A"ROVED SHUTTERS, IMPACT %LASar WTHr NEITHER: Roar Zone 3 ROOF LIVE LOAD: 1- pal ROOF DEAD LOAD: 10 pal ,FLOOR LIVE LOAD: -0L st FLOOR DEAD LO D:_Q__ rial JOB ADDRESS: \\ C(Z!N� MODEL: Date Drawn Revisions : 12-15-11 2-28-18 Impact Glass and Rear GARAGE Drawn by: patio slab extension RIGHT C.C.U. Checked bg: D.R.B. FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0 " I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.i. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 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 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 handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302,6 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per F 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 p 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 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 18. Gsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C�6ypp0, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Thickness Location Orientation Irl'.m"6eg Spacing Maximum Max spacing °P Pastenere Nail sizing options for installation of drywall into wood framing members 2' x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 120 13ga 1 3/8" long with 19/L4" head 0.048" die enter x 1 1/4" Ionp annular -ringed or 5d coder nail OR 0.080' die. x 1 5/8" long with 15/44' head Walla Either Direction 160 8" 14" R Gypsum board nail0.08L° ilia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8, long with 14/44' head 0.098" diamiRter x 1 3/8" Ion g annular -ringed or 6d coder mall OR 0.042" dia. xx 1 1/8" long with 1/ 4" head Walls Direction 1G " 8" 16• OR Gypsum board nail 0.0915' dia. x 1 1/8" with 19/64' head. CRASH POST DETAIL N.T.S. 34" high bg 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksl steel plate) 6" 2 dh" d `^ O 2 6 2 /2 BC R302.91.I er FBC R302.9.2 I" x 6' P.T. Buck nailed to Masonry Beam block with ease hardened nails / prior to door attachment Install SGD thru buck into block with 3/I0 tap -con with 1 1/2" penetration at L° o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 11/2' penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apLc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanging smoke developed index not to exceed 450 when tested In accordance with ASTM E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofma FL #11651.12 24ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood screws with sell 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" and laps fastened with corrosion resistant tm caps and with 1.25" ring shank nails spaced G o.c. at all laps and two eta gered rows 12 o.c. in field. Attach deck to trusses using attachment data on this sheet Simpson HpEThA 2r0, or equal with M) Teed x I I/2qch made ( 24' o.c.) suppporting Max. 1810lbs. Up It 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip \R-30 blown fiberglass Edge t Fascia / in bottom chord or trusses 1/2" drgeall with smooth finish 2' x 6" Sub -Fascia Two rows or boom block filled with concrete end lD #5 bar cunt. in each row. Substitute Kagcan full o vent vmawl soffit installed precast lintel filled with concrete and (1) #5 using 1/8' dia shank x LIS' long gale. bar Cont. for bottom row over opening& roofing pals with 3/8' die. head par product approval - we chart sheet al 1/2' dr wall over I' x Purring strip& at IL' ox. with R4.1 fl-fal insulation on typical 8" Block walls 5/8" thick light textured = All drgwall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM coder. block construction Co Mortar to be Type °M" only pr%ortdoned per FBC R401.I and Mortar Joorr��ta shall comply wit FBC R401.2.1. Provide Dur 0-Rock at all wet areas (ex showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each Pilled cell (D #5 bar vert. (typical). Max apacing shell not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR G"xL" #10/10 Will on 6 mil Vdsqueen over clean compacted termite treated fill Grade IIII IIII-III �`.."`::+''IIII IIII-IIII III ' -III IIII-IIII -Till 1IN 14" x 14" Concrete footing i with (2) #5 bore cons. and #5 TY P I C A L SECTION transverse bars at 48' o.c. Seale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq, ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2• VTR I I I 2f VTR Masterrr� - Bath I Lev. I I 2• Lev. I y I 2• VTR I I sfi% ,• � I Kit. amt 1 I Kitchen 2" I " I I 3' W.C. Bath #2 al r, a• C.O. Te 5eptc PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment C) fixed door sliding door n Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/IL" tap -con with I i d 1 n g Door D e t a i l 1 1/2" penetration at G" o.c. max. from each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approvalJamb Window Schedule 11 Mark Size Rou h O en. Window Descri tion PRESSURE ZONE m 34'-O" 31,1 9'-6" 14'-0" ncluded On This Permit 2. 12" x 12' Concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch I v 8'-0" to 9'-I " A.F.F. Vaulted Ceiling CAR AT R OM I 119'-8" I I Cr I V-O" to 9'-8" A.F. 2' x 6" knee -wall Vaulted Ceiling I below counter top DINiNG I ROOM I ,� I 0. eaa 1 �c I r Vanity to be r 34 y2„high High Wall I ° 8'-1" ATH6I Rod I Shelf 8'-0" A.F.F. Flat Ceding 11'-L" 4'-1" EGRESS 12'-8" n MASTER BEDROOM ; 8'-0" A.F.F. 9Lv� Flat Ceding LL L401 Rod 7 Shelf Vanity to lie 34 y2 hig to to d r -�I L� SET OMirr, I all Rod Shelf LINII r O ao BAT" I KITCHEN �^ _ O 8'-0" A.F.F. Alh v Flat Ceding - pepar ca ats to extenm d over ftl. - �= _ H. Steel Bayard <�Mt71113K V4 qpdetail on this thee xAccess if ei, Attic Provide auto Q _L L _said Yeht _ I closer Vent filler c 4'-0. I. 4'-5ys°x 5'r3%" Wa"x 43%4" Single Hung ZONE 4 'r °a L o m Pa el eter 2 6'-2 ys°x 5'I 3 %" 15' x OW/4' Single Hung ZONE 4 '� _ ri '-2" x 3'�-2 I/2" 21%'x 38%" Single Hung ZONE 4 CDSECOND N BEDROOM IF-11 ErRCs 3Y GARAGE 4. 4'-Sys"x 4-2�e" 54is"x 54V' Single Hung ZONE 4 T 8'-4" A.F.F. o ° ALL Window to be aluminum windows w/ tint E r -d Flat Ceiling and mullions per elevations. 7 oE. U ALL windows to withstand pressures in permit info box on sheet I ° ALL windows in bathrooms to be tempered EGRESS -� " r-___------ll i All rough o ening dimensions to be verifled by contractor Block wall in in oo W o o - 1 garage to be I with manufacturers Specs prior to construction i struck block 31i„ O ° y E R 13 D oor Schedule b 12" x 12" eonere a column bloc Pilled p dth concrete and (2) #"1 bars vert. tied ORC I ,, into lintels above T N ° o ° °ILA IL-JIUI Install windows thru buck into block "with 3/I6" tap -con with lark Size Rough Opening Door Description PRESSURE ZONE A 9'-O' X '-O' 108' x 84" Overhead Garage Door ZONE 4 B 3'-O' X '-e' 41 %,"x 83%" Fiberglass Panel - [naming ZONE 4 C 6'-0' X L -8' 14' x 81 %2" rr°"' b0e„.t"" 11 Sliding Glass Door ZONE 4 D 2'-O' X '-8' Solid Core - Wood - L-Penal -Bi-Fold Finished 24' x 81 %2` E 2'-L" X i -8" Solid Core -Wood - L-Panel F 5'-0' X -84 Solid Core - Wood - L-Panel - Bi-Fold G X-8' x L` 8' x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-e" X L -8' Solid Core - Wood - 6-Penal J X-L" X 6'-8' Solid Core - Wood - L-Panel - Bi-Fold d �r 1 1/2 penetration at L oc. max Attach buck to block wall with K 2'-8' X L -B' Solid Core - Wood - L-Panel - Bi-Fold from each corner and 20.' o.c. max 114" dia. Elco cone screw& with min. thereafter andtwiambbs and 20* o.c. max. 1 1/4' penetration at 12' o.c, max Exterior face II p p pp and 4" max from each corner thru of wall Buck to be 1" x 4' PT Exterior face 2" x 0 PT Buck ALL Exterior doors to withstand pressures stated in permit info Varies of mail box On Sheet #) arias GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND Ti E PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I I" 4" P T B k 1 .4 t INSTALL VULKEM BLo x . . U. nai e o CK SEALANT #8 Wood screws thru Jamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and All rough opening dimensions t0 be verified bg contractor Detail at Windows prior to window attachment SILL BLOCK PRIOR To BUCK Detail at Door prior to door attachment With manufacturer s specs prior t0 construction INSTALLATION NTS NTS Braden Braden AIA PA Date Drawn : Revisions • Wynne Building Corp. 12-15-n-26-18 Impact e Architects - Planners pact Glass and Rear 411 S.E. Coconut Avenue GARAGE h e r a n d CarltonR GHT Drawn bg: patio slab extension Tel (112) 281-8258 C.C.U. I' Fax 1112) 2aa�-8283 S anish Lakes Chocked b a E-mail: bradenata comcast.net p y a Atuert P� %•iaaL 2edanne nn%2 St. Lucie County Florida D.R.B. File Copy r—I-7%C - — — — — —i STRUCTUR 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) = 4-1 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 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 B 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 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I-I/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. �• 14• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 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 1400 PSI ATTENTION OF THE ARCHITECT. 8- 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 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 1-1• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE O U * I D A t I O * I FLAN LA* I PRESSURE TREATED. FASTENERS TO 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.... S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at -48" o.c, max. Provide (1) filled cell on each side of openings upp to 5'—II" 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) 6. Contractor t0 provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9- Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell FI 4" concrete slab with fibermash OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill W. IIII_ i Efootina d concrete monolithic th (2) #5 bars cont. 14" PICAL FOOTING DETAIL 4" concrete slab with fibermesh OR Cx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per b' foundation plan 10" (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN _27Ai r- 75,# = P_e) 12' x 12' concrete column block filled with concrete ' and (2) #1 bars vart. tied into lintels above Top of tooter 16" below finished floor Verify house slab height in field r• i COLUMN FOOTING DETAIL SCALE 1/2" _ Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE I SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Sod 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 sod treatment area shall be re -treated with a chemical soil treatment including spikes boxed or framed. Treatment trust 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. 4" concrete slab with fibe 6"x6" #10/10 WWM on 10 mil clean compacted termite t Anded On 1GZe3►�:E'����3� SCALE 1/2" = I'- #5 bar vart. w/ 30, overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fi slope. VxV $10/10 WWM on 10 #5 bar in curb clean compacted termite 0'-0" ® F.F. Grad :.' ',Hill Jill —III �.. EI- 14" RAGE CURB D icon over d fill Permit in over 14"w x 14"d concrete monoithic footing with (2) #5 bars cunt. SCALE 1/2" = I, - 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at W, o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET W. SEE PRODUCT APPROVAL 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 • . t! 9: i7i2 Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 28-T-8283 E-mail: bradenaiaecomcast.net o I' A I IV/SLAG 20'-0" t Included On Thi _ lo'-o" 6k- 10,°° I I 1 1 y y y y ° — — — — — — — _t °r LJ®® --- -----illed cell under - IQ girder above 0 I FI i 0 I Rear Patio/Slab ® ul ZL_.o be poured separate L , I Prom the house slab. I d) °r !4-L 4"wlcxe�4"d�munderfilledcall° ° ° ° ° under girderbeing. (Or — — — —— — — — — — ---� I Rear Patio/Slab to I be flush with bottom of I I sliding door recess. _{ I Slope 1/2" I I °1 I I FI III I o l V concrete slab with fibermesh OR I iVxb" :910/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I I ° I 1 I 1 / OI � II m I ° I I I 15 ° I I r — ;� — l 1 FI r - - 4"0 Steel Ballard I W J� I ®felled a/ Concrete c "�Q I I q ire I WeE OI I t! e r FI a __ I E%s 3 I vo 0 1 L-- O _-T-q-T_T--- � �I W w#= in — r °� ® ° L _ _ _ _ Recess for J n — — _ n ° ° ° (�iaraCe 15oor ° liml L— TxI2'ncrete column block filled with concrete and (2) #1 bars vart. tied into lintels above W(unn Building Corp. The Grand Carlton Spanish Lakes St. Lucie Countg Florida 3'-5. 9'-0" _ 3'-5" N, 4'-0° A//C lb 14- FOOTING SCHEDULE Mark am D wan I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 17111 X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 95 BAR CONTINUOUS F I4"111 x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS -CUR a O' .O" 'I MWith Date Drawn Revisions : 12-15-11 2-28-18 Impact Glass and Rear GARAGE Drawn by: patio slab extension RIGHT C.C.U. Checked by: D.R.B. CeJa�t File Copy On This Permit PANEL "A" Poles SR Load Were Description circ# cac# Do"tion Wire Load 519 Poles 2 40 1.0 kw #8 A/C camp 1 2 AHU sl0 3.5 kw 30 2 3 4 2 30 4.5 ke sl0 40 gal. water HTR 5 L Range #i I2.0 km CO Z a 1 20 La kw 812 Pasp 9 10 Dr er #10 5.0 ke 30 2 II 12 1 20 1.5 kw 912 13 14 Dishwasher #12 1.2 ka 20 1 1 20 1.5 lea #I2 Microwave i5 16 Refrigerator $12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. n 18 Recepts $12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 212 - 20 1 1 20 i.2 Its 812 Clothes Washer 21 22 Recepts $12 20 1 I 20 0.81 kw 912 Garage Door Opener 23 24 Rwcepts #12 20 I 1 20 1.4 kw 812 25 24 Recepts $12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts $12 20 1 - 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI $12 20 I - 1 20 012 General Lighting 35 36 Bathroom GFI #12 20 1 - 1 20 #12 Smoke Detectors 3l 38 General Lighting #12 20 1 - 1 20 #12 Bathroom GFI 39 40 General Lighting s12 20 I s are 4l 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting (3 watts„sg, ft.) Small. Appliance, ,(;gyulL(s) .. ........ . . . ................. . . ,Range....... .............. Refrigerator Mic..rowvae ... ............................................................ .Dish . Walther ............... I . Clothem„Washer............................... I.......... Clothes..Drger................................................ Water Heater ,plater. Pump ................................................... Garaae.Door. Opener ........................................ 1135 3 C205 2 11500 3,000 1 12,000 12,000 1 1.200 1200 1 ISOO 1.500 1200 1 1200 1 1,200 12( 0 1 5,000 5,000 1 4,500 4 500 1800 I 1800 1 810 810 Total Watts 3141E First 10000 Watts 0100% 1 10.000 10,000 Remainder 21.415 e40% I O 1pr1i6 Electric Heat or A/C 10,000 OL5% 1 10,000 10,000 Calculated Load Watts 3011614 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps L 129.03 Panel Size Required a 150 Amps Electrical S mbol Legend $ single Palo Swatch ® Recessed Can Light Sa Double Palo Swatch ® E eball Recessed PB Push Button Switch Exhaust Pan Duplex Outlet ¢' Calling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light T Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑1 Telephone Jack A o G A/C Disconnect ® l x 4 Florescent Light ® 2 x 4 Florescent Light ® I Speaker Hook -Up ❑I Intercom H.B Vent thru -.S_0?Fit __ PATIO/SLAB I I GREAT RG OM IL9 CPMCMon IOxIOx1 DINING ROOM N 2312��M SECOND BEDROOM I2x12x9 r S/A W. 1211 i COVERED PORCH ®= JUNCTION BOX TO SUPPORT A FAN O sm THERMOSTAT LOCATION NECHANICAL B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. I1. It Is not the intent of these plans to show every minor d tail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verifg location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessarg for the equipment to be placed 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 L. 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 utilitg 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 RMIL02 19. The electrical system shall be completely and effectively 10. sleeved inrlgVCt lines that are run thru slabs must be grounded as required bg 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 fullyg operative. 13. Contractor shall pay for all lees, 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 liabilitg and property damage for the or as selected bg others. duration of the work. IL. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through ang concrete free of defects for a period of not less than two gears from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancg, or one largest conduit or pipe from ang other service. gear from closing sale of house. Correction of defects shall be completed without additional 2-4. All exposed wire below 9'-1" shall be installed in metal EIIT 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 163 CI°M lOxIo) L MASTER BEDROOM 11113 CFM IO)dOxi Ate L---- XF 15C Amp Panel GARAGE r----------------- i I I I I I I I I 1 I I I I I I 1 I I I I I I I I #?/0 Aluminum feed I /s' Conduit - 2' PVC l 2' naed service FPL ELECTRICA ISO 4; PANEL ixe #L eep ese o #5 coot. ee ore en slab L RISER - Contractor shall use AL-CU Landing lugs. NTS Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction eter Soffit Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net ,-4C;overed Porch',` / 1 1 / i 1 � 1 WP GFCI Not Includ4n This Permit MASTER BEDROOM V . N G R A T Smoke / Carbon - - - RO M Monoxide Detector Combo I ® \ I I S% GFCI I r- I Qy I I IG" H.B. I LQSET II I N ct DINING \ \ I 1 GFOG� I GFCI � Exhaust Thru Soffit ' H1 FC 5pCp PATI 100, Iml `� I KITCHEN I\ N I AML /-Cluben. - J IT, oxi a Detector I I 4" Exhaust ° n F Combo H B c I. - EMS, S �1 `/ Duct Thru Wall X 001N�I / ®^► s r WP FCI 50 M n T• Install oulet Exhaust Duct P \ GFc N under disc. not shown For Thru Soffit FCI o clarity - - - - - - - ro \ I I "h GFCI A/C / r W I1 1 enter > I , ` Attic x�544* I -' le �1 I k L I _am Ygl't N _SECOND O tionsl BEDROOO 1510 Amp eter / ® panel hxPull ation I / Panel / V � chain / light in attics / it 42"h GFCI Y GARAGE A \ Garage Door I Opener Wire For y/ \ i----------------- i o Front Post \ I I Light WF GFCI P 0,RC Pt ELECTRICAL PLAN 6'-3" G \Post Light girth I Photo cep Wynne Building Corp. The Grand Carlt S anlsh Lakes St. Lucie County Florida SCALE: 1/4" = I'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. f t. Venting Ratio 1/150 = I-f.16 sq. ft. required Provide A Continuous Vented Soffit 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. C•Im? File t opy