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HomeMy WebLinkAboutBuilding Plans, FlP e F ' > 1.59'S • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FlR Parcel/ 242124200040001 o aye � m M P 1=w = Edge of P ement Ponce De Leon Prado DPP, �1 FlP 0.45'W PP FlP 0.34'N 0.41'W ; I I iI x 4 I -- -_ ---- 85.0' 1 m m fJ I Parcel/ 242124100100003 ------ a 3 Bench Mark Found Iron i Rod in Concrete with Top W c FlP 1 O Et. 5.19 it> _ l� N .I 6' Wood: Parcel/ 242124200040001 0 N -� ! 2-PP S C ( As monumented Z e° i r__________________ o __ .__S78'29'S6"E 210.09' FIR U 14. ±- - ---------------------- 7------- ___ __.09 W 1 x S78a29'56$'E 210.15' So - �-- -------- s. ' 0.6' I 4' Chain ilnk Fence N As occupied r� Proposed t # i I I Robk uo I ti 15' Building Setback Line ^ I �a r---------_ _ _ __N 7h N rfh IN I �n 59.7' I I -__�-. - - 2---�ou�h_----I I ' i ro_ --- ------------e-s-- 67.4 of t ----- -- 20.0' - O f I 622.5' of the South 1037.5' of ~-� _t '-- the East 2t0' of the West 77 of "ii ( ( \ U Proposed Garage at El. 5.5 m j ^ £ 10 the SE } of the NW,} of Section "� I I i v \ E1.5.3 ^ 21 T35S R40E i # -, a \ m �AYoi1G Is aCe !':: jR +a __...._..__.. _,,,� IL N ]no t! I 11 17350 uo.�r 5 24 im oo \ t x5' ( Drain fi�ld Trench j . EL5.8 p 1 h ° E i w System with I -g , 40.0 ""�" m -'-' c ' " r"�y Conc t 3 Bottom El. 4.86Stub-out �F .1 0 I ✓ rnished To Grade _ _ Elevations to be placed I g I i I 1 p o into sTem wall with an i ! Invert El. of 6.50 Roc jParMng ; I x 5.16 I Ei.5.3 Conc T 4 0' I �i 1 C,.J` -' onc_ 70.0' i x M 4 $2 r +m. I o w OWL 10.0 4.4? I x u a`� 4.94 rNd� o + v EL5.3 ij - -- o 1ll---111 I -- I--T-- so.4'-- (n Aq Ef. .61 - N " v' ` Proposed One I I Paver Sto Add'f' -FIP I 0.33'N 0.69'W Parcel/ 242124100110000 i N77059'00"W 352.39' (M & Deed) FlP w ------I--'------ n ' W u^i x 5.05 I h 1 ! , FlP 1.88'E I ---- 71.0' --- Parcel/ 242124100120007 I 6' Wood Fence ! LEGAL DESCRP rfON The North 67.42 feet of the South 622.42 feet of the East 210 feet of the West 1/2 of the Southeast 1/4 of the NW 1/4 of Section 21, Township 35 South, Range 40 East of the Public Records of St. Lucie County, Florida. and The North 70 feet of the South 140 feet of the North 622.5 feet of the South 1037.5 feet of the East 210 feet of the West 1/2 of the Southeast 1/4 of the Northwest 1/4 of Section 21, Township 35 South, Range 40 east of the Public Records of St. Lucie County, Florida. and From the Southwest corner of the North Half of the Southeast Quarter of the Southeast Quarter of the Northwest Quarter of Section 21, Township 35 South, Range 40 East, St. Lucie County, Florida run North 190 feet to the Point of Beginning; thence run East 344 feet; thence run North 132.97 feet; thence run West 352.39 feet more or less to the Northwest corner of the North Half of the Southeast Quarter of the Southeast Quarter of the Northwest Quarter; thence run South 133.58 feet more or less to the Point of Beginning. I --- 71.0'-------- -- -- i -- Parcel/ 242124100130004 i } x 5.041' --------- -15' Building Setback Line----_- ltSk pk Covered -, +?�+ Woad Conc Deck Weg 1 --R 4.98 :J j Zr, 1 Io `r Generator x 4 72 Co4ered L ticrete' 'Brick ry t ton on Stem Wall at ki I W N' I Z - I = 4.7 Finished Floor I I t I 1- -- -- - - -96.5'- -- �.- -- -- Elevation 7.78 37.7' s Septic Lid One StResidence ----�-"--------- -------------___._y - x4.2s Z N (II ----------------- ----IS - o 'o o i 2711 S. i9th St. A 4D.0' i i -- a i ^ norm o 4.78 Finished Floor S. 7.09 - 5.0' EI.5.8 rr I I �\ I 25' Building Setback Line i ' x N p a CAC ; a �I I 1 Point of Be innin Parcel 3 2-PP _a ( o o Iw i I o in -++� t ° 40.1 ' q eo, o w w n 5.55 4 I i FIR t ---------------------'-- ---------' I c ti r. a w N 25' Building Setback Line I T-- -'- -i -" W -;,__ x 4.95 C) t -----t-----j- �fl-p:$-------- -- - 210.4=---__ 9 ""-- - M --+--- WM------- Cn t� f i, 4' Parcel/ CN _N6' W o d Fence 1 c 130.99 FlP x 5.3 1 �m _J I i ?�3o I <r .-N o m 0^ I r- m +° 3 F I 6' PVC Fence 5, 9 i r Z m a FIR . __ _ 70 .r.___-__�--__ 4' Metal Fence SiRC td Gate o 0.6' I h c0 Poce!/ 242J2430003007 E 210.U0. 5.0' - Ci uW,h c I � a .c 2 h o # 3 i 0 0 r i �wa£w 1 # In O N oK FEMA Flood Zone data shown here on is based on the visual inspection of the digital Flood Hazardous Maps provided by the Federal Emergency Management Agency (FEMA) and is limited to the accuracy of such maps. Road Zone: X Community /: 120285 Panel /: 0186d and 187K Data. 2.19.2020 LEGEND c - concrote f - Concrete Pod wRA Air Condftn4ig es - come tloein = - cn,cele Nook stfuctwe OE - ftwete Podd twith Pod Equipment cTv - cable TV ear FFE - Fmi%W Floor arniion GY - Weer Cate vahv MD - Fke lydront DJt - Ovahood LIft One PP - Parer tbk To -- reimphavoComnwrkoaora aw WM- Wft Sax LEGEND FrW - Found 4'x4 Concrete Alunument FW - Found J' non Npe FIPC - Found• kon Poo wKh Cop FlR - Fowd Iron Rod FIRC - Found A non Rod oft Cup SIRC - Set P ken Rod with Cap IW357- FIPC - Found 1/2- non ✓'ram wler Cap I'M - Found Ate Nau7 FAIR - Found Am9 NaY rifh Disk FN - Fowl NwP FN7T - Found Nod with 7m Tab FPK - Found PK Nag FPkD - Found PK Na with Dick nM - Found Rod Rood Spite /Co - In Pamtnmt cut out PREPARED FOR: For the sole use by Mansueto D. Crowell Prepared By: Regina C. Kamer, PSM1436J Kanner Surveying, Inc. LBJ7357 0 42-S I� 31'W v 0 3.7 ' 3 -12,1 " (o 6 0 � I FIR a c PP 2.40E -- Coronado Avenue t 0 2 SW Corner of the 4 of the } ISE 4 of the SE 4 of floe NW Point of } Section 21, Township 35 Commencement(' South, Range 40 Eust I FIR -- 75.0' -- Parcel/ 242124100140E 6' Wood Fen Fence - o SIRC i° d ------------------ t I # 3 r at m ; c i U' i a I x 4.55 uw'i al c 1 m # r h � 145.9' - 0 r I 1 1 # I I # 1 x 3.81 I t # --- S78005'1YE 350.79'( M) Parcel/ 242124100100003 344' (Deed) Parcel/ 242124400040007 1 ( I I `I I SURVEYOR'S REPORT 1 This Survey shall not be valid unless seated ; with an embossed Surveyor's Seal 2 No underground improvements have been located as part of this Survey. 3 The lost field date of this Survey was: 12.1F.19. 4 This Survey was prepared using Deed Legal Description and adjacent plats of record if available. No other documents were provided and no search of the public records was performed by this office. 5 This Survey was prepared in accordance with the standards for the practice of Surveying & Mapping as defined in 5J-17.050-052FAC. 6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the amount paid for said Survey. 7 Unless other wise noted all bearing and distances are in accordance with the record plat and have been verified by field measurements. See map for bearing base. 8 Parcel/Lot line locations have been based on found survey control along the center and or right of way line of adjacent right of ways and found control along adjacent parcel limits. A portion of the Northerly limits also reflects an occupied line. This line appears to have been established by holding to the width as identified by that deed and based on existing survey control along its North line. This line appears to be in conflict with the width identified in the Lego; description for the subject properties of Parcel 2. 9 LEFT BLANK. 10 The Legal Description shown hereon was provided by the client and/or his/her representatives. 11 No ownership of fence lines has been determined as part of this Survey. 12 Off set calls to found survey control are relative to the nearest property corner, intersection of lines, point of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point. 13 Compliance with local zoning requirements and or with requirements set forth by other State, Public, and/or Private entities has not been verified as part of this Survey. 14 Elevations shown hereon are in accordance to the North American Vertical Datum of 1988 �- Prepared F Mansueta A Crowell 1.6' 4' Chain Link Parcel/ 242124400056 f i r E SITE PLAN NOTES: I 1. Existing Elevations shown thusly - xO.00 i 2. Proposed Elevation are shown thusly - 0.00 I 3. All slopes from added fill shall not exceed a slope of 5:1 I El. - Denotes Elevation I FFE - Denotes Finished Floor Elevation i I r KARNER SURVEYING, INC. Residential & Commercial Land Surveying Services%t I 2740 SW Martin Downs Blvd./333, Palm City, F7.349 Phone: (772) 286 7206 Paz: (772) 223 8181 r w, 3.4.20 Bldg, kicl Gar DE SP u rman f �} .. :PARTS Li TMM FART 1 1 v�06, 035 SxGMFS Lower 2. 4tSA0240000A64.� 1 " #4 Rebar 3 1 � 6B?Cr NOT US50 �M�" 4 2 506011 $0 MFS . r' . 5 . 1 506015 $ MFS ga50 P .6 2 5660070000i035 V' 3 1 2" 15 1 :, 7 1 51201100002115 3'-1 r ps A', 1 55201 0001g4 16.75" X 0.AW 9 'S $12015: U43"10 PVC4 a a WTAMMMO ConcMte 4;525 : 51,773 M' vi�.0 s�.u'u+�va+i '� 1�ur��.�iiY.—may i • i A 2,340 —36.000 [LJNCRETE i&`LFERQ 1 .2120is Tfu SX60 CAGED 7 MORTON BuraxNG.. INC. MORTON, ILLINOIS Fs INTERNA5, D w/ CONM ti 1 PA.rmm UST �. YTEM p7l'' PAR p(tJP18ER DEs(Kl vn6N 1 1 `. $06036 5x8 MFS Low& Rao Plate WA 3 4 `40 Threaded kkO- 2 4 506d24tltlp04tt# 2" #d RatSarXs2"ASTM AM6 4 2 W MFS r Rebar Ile 6016 5kS MFS Base Pl6ft 6 B 800041 v-31/2"(is IV2" S F$SldePule"R.5`Q. 11000tl2Y16 2'-111 12" x 0,0©D X 8M1 IDDed B7 N :ubin . .„- • ` 6 1 M16000aloos MB 75" X tl. LOD x 0. "14i' H . ifjbl 5 1 , ' SY2016 3" ID PVC, CAP SIBCR ivRi'i OM ft In Eno"ll . ., ... ltl 1 � _ Butrt�r itn fer MFS BasE P(a1a . ` 11 Y 66ileret8 r MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS- NO. T OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS NAILED 9' O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. MFS PRE -CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATIbN SYSTEM ISri> iRE IN ER D, I 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED CO�UMNS. THE SYSTEM IS DESIGNED TO RESIST BOTH AXIAL AND BENDING FORCES. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE -CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT W INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO.'l OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCIHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4B (AWPA OR [CC -ES) AND IN COMPLIANCE WITH'USEPA GUIDELINES AND STANDARDS. FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. RQOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 2,V!O•C. ALL OTHER FRAM++NG LUMBER IS NO.2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 181OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN !ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING SIDING & ROOFING PANELS (FLUOROFLEX 1000 Tm) - 0.019" MIN., G90 GALVANIZED OR AZ55 bALVALUME STEEL WITH AN ADDITIONAL BAKED -ON 707o PVbF FINISH WITH A NOMINAL I MIL. PAINT THICKNESS ON EXTERIOR, TRIM - DIE -FORMED TRIM OF 0.01 T' MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. REVISION SCHEDULE (3/23/2020) SHEET # REVISION MADE GI.11 OF GI TERMITE PROTECTION AND COMPACTION TEST STATEMENT ADDED. FLORIDA PRODUCT APPROVAL NUMBERS PRODUCT FL# MBI HI -RIB WALL PANEL 25829.2 MBI HI -RIB ROOF PANEL 25577.2 MBI 910 ENTRY DOOR 25872.2 SHEET INDEX SHEET# DESCRIPTION G1 OF G1 SPECIFICATIONS & SHEET INDEX S1 OF S7 COLUMN PLAN S2 OF S7 TRUSS/BRACING PLAN & DETAILS S3 OF S7 TRUSS DRAWING & DETAILS S4 OF S7 ELEVATIONS S5 OF S7 SIDEWALL & OVERHEAD DOOR SECTIONS & DETAILS S6 OF S7 ENDWALL & OVERHEAD DOOR SECTIONS S7 OF S7 FASTENING SCHEDULE CURRENT LUMBER SPECIFICATIONS (06-01-2013) SIZE. .DESCRIPTION BENDING VALUE Fb 2x4 - NO. 2 SPF 1313 PSI 2x4 NO.I SYP - 1500 PSI 2x4 2100f MSR SPF 2100 PSI 2x6 NO.2 SPF 1 138 PSI 2x6 NO. 1 SYP 1350 PSI 2x6 2100f MSR SPF 2100 PSI 2X6 2400 MSR SYP 2400 PSI 2x8 NO. 1 SYP 1250 PSI 2x8 2400 MSR SYP 2400 PSI 2x10 NO. 1 SYP 1050 PSI 2x10 2400 MSR SYP 2400 PSI 2x12 NO. I SYP 1000 PSI 2x12 2250f MSR SYP 2250 PSI 1 1 /2"x16" LAMINATED VENEER LUMBER 28W PSI 31/7x15" GLU-LAM 1650PSI 5 1/4"x16 1/2" GLU-LAM 2400 PSI 51/4"xI91/7- GLU-LAM __2400 PSI 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OTHER TEMPORARY LOADS PER', SECTION 1607.12.2 n.) ROOF-PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY STRUCTURAL MEMBER = 19 PSF c.) FOOTINGS = 12 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER NON -TEMPORARY LOADS W/ APPROVAL FROM BUILDING OFFICIAL). 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / REGISTERED ENGINEER. C5.):TERMITE:PROTE:CTIOND COMPACTION TEST REQUIRED BEFORE CONCRETEY WITH SECTION R3T8.1 FOR THE FLORIDA RESIDENTIALON, 2017. 6.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. BUILDING DESIGN CRITERIA BUILDING CODE 2017 FLORIDA BUILDING CODE USE GROUP U CONSTRUCTION TYPE VB ii_ BUILDING AREA 21605 FT EL) FOR RISK CATEGORY 11 CODE OPLIANCE MINIMUM LIVE ROOF LOAD DESIGN SEE NOT �T. LUCI COUNTY GROUND SNOW LOAD 0 Pso BC CC WIND SPEED (Vult) 160 MPH � WIND SPEED (Vasd) 124 MPH EXPOSURE CATEGORY B -3 fl li` INTERNAL PRESSURE COEFFICIENT ±0.18 BUILDING DESIGN CONDITION ENCLOSED WIND LOAD DESIGN ASCE 7 (ENVELOPE METHOD) MAIN WINDFORCE RESISTING SYSTEM (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) (VALUES SHOWN =0.6• W) CASE 1 = (-) INTERNAL PRESSURE COEFFICIENT CASE 2 = (+) INTERNAL PRESSURE COEFFICIENT CASE'1 CASE 2 FILE ZONE lE 22.46 PSF 14.04PSF ZONE 2E -20.82 PSF -29.24 PSF ZONE 3E -11.54 PSF -19.96PSF ZONE 4E 10.25 PSF -18.67 PSF ZONE SE 18.49 PSF 10.06 PSF ZONE 6E -5.85 PSF -14.27 PSF ZONE 1 16.30 PSF 7.87 PSF ZONE 2 -1 1.93 PSF -20.35 PSF ZONE 3 -6.75 PSF -15.17 PSF ZONE -5.51 PSF -13.93PSF ZONE 5 13.57 PSF 5.15 PSF ZONE 6 -2.57 RSF -18.33 PSF COMPONENT & CLADI'3IbG- WIND LOADS (ALL FORCES ACT NORMAL fP THE SURFACE) .(FOR ZONES SEE ELEVATION§) (VALUES SHOWN =0.6 ♦ W) AREA = 10 SQ. N.( (ASSUMED. EFFECTIVE WINd k ZONE 1 91 -2 15.5.2 7 PSF ZONE 2 15.91, -43.97 PSF ZONE 3 15.91, -65.04 PSF ZONE 4 27.6�1; -29.95 PSF ZONE 5` 27.6T, -39:97 PSF ■ EOFFICE:RLOTTE, FL 4477 Ij ro n DRAWN BY.• T. FRASIER DATE: 12/10/2019 CHECKED BY.• EM DATE.- 1/13/2020 REVISED DATE.' 3/23/2020 REVISED DATE: -- REVISED DATE.. -- EVISEDDATE. - --- :OF Digitally signed 6y Craig E Gunder%h Date:2020.03.24 15:37:01-04'00' SCALE: AS NOTED SHEET NO. G1.1 OF Gl OFFICE: PORT CHARLOTTE, FL JOB NO. 161-094477 cq 04 o v O - o v v o v -� Q� o 7-4 1 /2„ 7,-6„ T 6" N T 6" a T 6" T-6" v T 6" LO 7-4 1 /2 1'-0" VENTED SIDEWALL OVERHANGS 1'-0" NON -VENTED ENDWALL OVERHANGS I I I A I 1 I I 35,_91 - 35 _9„ 18"M 24"M 24"70 24"M 24"M 24"M 24"M 24"M 18"M 31'-9 1 /21 N I 7 8"M O I O 18"M - 28'-101/2" ih D O C o J J IS6 W 18"M 21'-101/2" > O 17-11 1/2' M t18"M F I S7 v w U 13'-9 1 /2 18"M ( - 13'-10 1 /2" Q oe w a W o � E O I U% S6 Z 18"M 6'-10 1 /2' Q 3 -1 1 1 /2' 18"Yv1 _ 0 0 18"M 24"M 24"M OilB 241M 24"M 24"M 24"M 24"M 18"M 10 0'-0'i ■ ■ 0 0 N o I I I 1 1 S5 7-4 1/2" 7'-6„ 7-6„ 7-6„ 7-6„ 4'-7„ Y b O— (V iN (V N cV- N N Or- pry V O v1 O V' — v N N M vLO 3'-1 1 1 /2" REVIEWEDFOR COLUMN PLAN CODE COMPLIANCE ST. LUCIE COUNTY BOCC COLUMN PLAN LEGEND FILE COPY 0 3-2x6 LAMINATED COLUMN LOCATION ROUGH OPENING SCHEDULE UNITSYMBOL FROM LEGEND WIDTH HEIGHT 01 37 3/4' 1 81" DRAWN BY. T. FRASIER DATE: 12/10/2019 CHECKED BY.' EM DATE. 1/13/2020 REVISED DATE.' 3/23/2020 REVISED DATE, -- REVISED DATE -- EVISED DATE. -- 0 3-2x8 LAMINATED COLUMN LOCATION T ■ HEADERED TRUSS LOCATION 1 3068 MB910 PLAIN FLAT LEAF WALKDOOR, IN SWING, LEFT HINGE WITH SINGLE CYLINDER DEADBOLT, LOC`KSET Digitally g a�iy (2) 14-O"xl4'-a' OVERHEAD DOORS Signed by Qz I0 0 x8'-0" OVERHEAD DOOR WITH PREPARE FOR HI -LIFT TRACI,�E V 7116" OSB SHEARWALL (SEE DETAILS ON: SHEET S7) ENe°�a w ` Craig E - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS eoim sareor Gunderson IBM - 18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD PSI q o�Ss%onpt� Date: (2500 MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4'M4"THREADED ROD EG„„,, „ m, 2Q0.03.231 WITH AN ADDITIONAL MINIMUM I" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM Of LOWER COLUMN:37:� 2 IN ONE OPERATION. 24"M - 24'DIAMETERBOTTOM OM OF21"THICK CO CRETE I PAD ( PSI MINIMUM). ) BELOW OF PRECAST CONCRETE 2' 8' COLUMN AROUND EXPOSED REB R A A CAGE AND 3/4'kl4"THREADED ROD 4CALF: SCALE: AS NOT6 WITH AN ADDITIONAL MINIMUM 1" ABOVVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM O LOWER COLUMN 1' 4' 16' SHEET IN ONE OPERATION, S1 OF, ADDITIONAL 2x6 NAILER - 20d R.S. NAIL THROUGH STRAP INTO TIE (3) 1 1/2" R.S. NAILS THROUGH STRAP OFFICE.• PORT CHARLOTTE, FL JOB NO. 161-094477 /I 2' LONG END BRACE STRAP 14) 2 1/4 R.W. NAILS ' o o e � ................:. ........ ....... ...............: S2 o.... o 0 0 0..... b o.. -- — -- -- A i S2 7'-41/2" 7'-6' 7-6" 7'-6' 7'-6 7'-6' 7'-6" 7-4 1/2" 01 O - �. O O ? O /'� ' _ ' v` Lo TRUSS/BRACING PLAN 36•-2x8(NO.]SYP) REVIEWED FOR END RAFTER ASSEMBLY CODE COMPLIANCE ST. LUCIE COUNTY BOCC 3 r1 II i•I I I (•I I (2) 20d R.S. NAILS IN OVERHANG FRAME �` I c COPY 2x4 BEV. PURLIN I (4) 20d R.S. NAILS PER CONNECTION FILE ILE v/O• Y TO E NAIL OVE HANG RAFTER TO OVERHANG NAILER WITH X ( 2x6 END COLUMN EXTENSION OR (1) 16d R.S. NAIL EACH SIDE UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO ( I EACH INTERSECTING WEB. FASTEN TO j HEADER AND FRAMING MEMBER WITH (2) IL\)IL 16d R.S. NAILS INTO EACH END COLUMN OVERHANG FRAME 36' - 2x8 (N0:1 SYP) EXTENSION MEMBER OR UPRIGHT. 2x6 OVERHANG NAILER END RAFTER ASSEMBLY (7) 20d R.S. NAILS DETAIL B SCALE: 1 1 /2' = V-a' TRUSS/BRACING PLAN LEGEND 3-2x6 CORNER COLUMN 36' 2090 S.C_ TRUSS 2 36' END RAFTER ASSEMBLY s -2x4 TRUSS TIES a - 2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 2' 8' DETAIL A SCALE: SCALE: 1 1/2;,_ l'-U' 1 4 16 J J LLu 0 U ro I-- LLJ N Z G C DRAWN BY.• T, pRASIER DATE., 12(10/2019 CHECKED BY.- EM DATE 1/13/2020 REVISED DATE.• 3/23/2020 REVISED DATE.• -_ REVISED DATE.• — EVISED DA TE.' I -- Digitally signed by `Ems ; Craig E N 801U ,. •a�oF µ= Gunderson oFSS�ONAI Date: n�aa�F M��bEfammNAEY Ni: b M RN•1eW tl�b Etiifbb 2020.03.23 m mya� 9b N miN atl n 15:37:22 -04'oo, SCALE., AS NOT€D SHEET NO. S2 OF S8 4 TRUSS SPACING 7-6" O.C. LIVE LOAD 19 PSF DEAD LOAD 6 PSF q P CEILING LOAD - PSF q' P TOTAL LOAD 25 PSF 60d R.S. 20 GA. GALVANIZED PURLIN CONNECTOR (1) #9X1"HWH SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE (FASTENING CLIPS) 2x4 TRUSSTIE DETAIL V 20 GA. GALVANIZED- rOF CHORD to PURLIN CONNECTOR TRUSS e/ (1) #9x1" HWH SCREW ONII PEAK SIDE AND (2) #9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN JOINT MUST BE TIGHT BEFORE FASTENING I CLIPS) 2x4 BUTTED ((PURLIN DETAIL (PURLIN CONNECTED WITH 60D R.S. NAIL)' SCALE:jI 1/2"= 1'-0" 35- 9- 0 - 36' S.C. 2090 TRUSS SCALE: 3/6'= V-0" 2x4 PURLIN - HEADLOK .17A&0" FLATHEAD LAG SCREW - (ICC-ES REPORT ESR-1078) (1) #9x1" HWH SCREW ON PEAK SIDE AND (2) #9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 6' HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1 /2' = 1'-a' ,o •, 2x4 PURLINS @ 23" O,C. ` 3.6 WIDE (ZONE 2 & 3) PFtER PS" O - INDICATES PURLINS TO BE FASTENED @ AND R SCREW, ALL OTHER PURLINSLAG TO BE FASTENED w/60d R.S. NAIL 36WIDE BUILDING PURLIN LAYOUT ALE: 1 /2' = 1'-0 10 CENTER 2x4 (NO. 1 SYP) WEB STIFFENER ON TRUSS WEB & NAIL W/ 3-1/2" HDG R.S. GUN NAILS OR 16d R.S. NAILS WITHIN 4" OF ENDS & 6' O.C., STAGGERED SECTION A -A SCALE: 1 1 /2" = L'-0" 20 GA. GALVANIZED PURLIN CONNECTOR FLIP-Vit-- ii -U FUN CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE M 3.6' WIDE (ZONE 2 & 3) C#FICE PORT CHARLOTTE, FL JOB NO. L61-094477 I— W z G �j 1z DRAWN BY.' T. FRASIER DATE 12/10/2019 CHECKED BY.• EM DA rE• 1 / 13/2020 REVISED DATE 3/23/2020 REVISED DATE: — DATE• t — DATE.' -- E �%QNFt E� Digitally signed by C'Aig E Gunderson D�je 2020.03.23 7:33-04'00' LLE., AS NOTED SHEET NO. S3 of S8 3.6' WIDE (ZONE 2 & 3) SEE NOTE #2 36 WIDE (ZO E 2 & 3) (ZONE 3) (ZONE 2) (ZONE 3)' 52.8' WIDE (ZONE 4) NORTH ELEVATION L_ 3.6' WIDE I "1 (ZONE 5) I 9'-(Yl SEE NOTE #2 3.6' WIDE — DESIGN AND EXPLANATORY NOTES 1.) EXTERIOR DOOR LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR UNITS. VERIFY ALL DOOR LOCATIONS WITH THE OWNER. 2.) * -STITCH SCREW ROOF STEEL LAP RIBS 6 L.F. FROM EACH ENDWALL W/ #9x1" S.S.I.D. SCREWS W/ WASHERS. SEE SHEET S8 OF S8 FOR DETAILS. 41 6 F- 3.6' WIDE (ZONE 5) 3.6' WIDE F (ZONES 2 & 3) 3.6' WIDE (ZONE 2 & 3) Y25.b W RJt (LUNt 4) 3.6' WIQE (ZONE 5) EAST ELEVATION I O O O N I WEST ELEVATION SEE NOTE #2 SEE NOTE #2 F—3.6' WIDE 3.6' WIDE 17nNP7 R. 41 ,__.___ �. I 4 VENT -A -RIDGE T#144 FASCIA TRIM HI -RIB STEEL SIDIN( T#21 CORNER TRI) T#167 BASE TRII JG.V ♦Y 14t: ILVI V C'il 3.6'WIDE (ZONE 5). 38'-0" b 9 SOUTH ELEVATION 21 L 3.6' WIDE ( (ZONE 5) I (ZONE 3) (ZONE 2) (ZONE 3) MWFRS Reference Corner T#16 GABLE TRIM HI -RIB STEEL SIDING T#21 CORNER TRIM T# 167 BASE TRIM L_ 3.6WIDE (ZONE 5) 1a REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY OFFICE: PORT CHARLOTTE, FL JOB NO. 161-09477 124 G �A DRAWN BY.• T, FRASIER DATE: 12/10/2019 CHECKED BY.• EM DATE: 1 /13/2020 REVISED DATE.' 3/23/2020 REVISED DATE.• — REVISED DATE. — EVISED DATE., -- Digitally signed by N1m ° Craig E ' uo. eo�oz '� < e STU.Cf y. ` 6underso ssoNAm ° Date: ty�G�E4aaaoimN*F�aaatlG L020.03.23. as v�.woaq,.ao-e m..rnw ni mN4atl s4W .M ..b .N 1» 5:37:44 �g4'00' 2' 8' SCALE. AS NQTED SCALE: SHEET NO. 1' 4' 16' S4 OF $8 OFFICE. DESIGN AND EXPLANATORY NOTES O O PORT 9—HARLOTTE, FL i JOB NO. 1. FOOTINGS ARE DESIGNED FORA 2600 PSF SOIL BEARING CAPACITY. LOCAL 1 6 1-094477 CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: QFL OROFLEXTM 1000 HI RI STEEL a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. 2x4 PURLINS 24" O., C ® b. AWAY FROM @ 1" PER FOOT FOR A MINIMUM ( N0. 2 S F) DISTANCE OF10' PLUS OVERHA NG TANCE WIDTH. c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. 7/16" OSB & ROOFING FELT m TRUSS IN COLUMN UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING R 1 2x4 BEY. PU L N SADDLE MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL WIRE MESH LAMINATED E COLUMN BE IN CONTACT CT WITH ANY MOISTURE ASENSITIVE EQUIPMENT OR PRODUCT. FILLER STRIP d. CONTRACTION JOINTS UNIFORMLY SPACED 15O.C. OR LESS. 2x6 BEV. FASCIA 3. PRIOR TO PLACING THE CONCRETEFOOTINGS, HAND TAMP THE BOTTOM 2"-3" OF LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3" OF T# 144 & 146 FASCIA TRIM 36' 2090 S.C. TRUSS LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3 , HAND ( (Z)SOFFIT TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. HI-RIB/SOFFIT CAP 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3" OF STANDING 2x6 OVERHANG NAILER PRECAST CONCRETE COLUMN LOWER COLUMN WATER. IF MORE THAN 3" OF STANDING WATER IS PRESENT IN THE FOOTING HOLE (2) 1 /7k5 1/2" M. BOLTS & INSTALLATION CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION (4) 20d R.S. NAILS INSTRUCTIONS. 3/4" ADJUSTMENT ROD i J FLUOROFLEXTOA 1000 HI -RIB STEEL WITH BASE PLATE i • 1. INSTALL PRECAST CONCRETE I J W COLUMN W/ADJUSTMENT ROD & UNDISTURBED SOIL BASE PLATE IN THE AUGERED HOLE. O a 2. PLUMB PRECAST CONCRETE ` COLUMN IN BOTH DIRECTIONS U 3. ADJUST HEIGHT UP OR DOWN WITH ADJUSTMENT HEX ROD ' W l 4. POUR READ[ -MIX CONCRETE INTO D) THE HOLE AS SPECIFIED. z 5. BACKFILL AND COMPACT THE ANNULAR SPACE AROLOWER COLUMN COLUMN TO GRADE WI HDSOIEL ISOMETRIC AUGEREDFROMTHESITE. GRADE TO HEEL 5) ROWS 2x6 NAILERS (2100 MSR SPF -2x8 LAMINATED COLUMN 1 2 VERTICAL BLOCKING (2) 1/2"6 1/2" M. BOLTS & AT COLUMN LOCATION (4) 20d R.S. NAILS 1 i I� ' REVIEWED FOR 0 CODE COMPLIANCE f#167 BASE TRIM M ST. LUCIE COUNTY (32) 174" x 2 1/Z' POWER LAG WASHER HEAD YELLOW ZINC SCREWS I o 36' 2090 S.Ci TRUSS BOCC O "CONCRETE FLOOR* FILE COPY 8, 2x10 HEADER 12400 MSR SYP FINISH GRADE V MINIMUM COMPACTED GRANULAR BASE ♦ 3 2x8 STUB COLUMN R IN SITU GRANULAR SOIL (2) 2x12 HEADERS 60M & 370M BRACKETS FASTENED TO MFS 2x8 BLOCK (2250 MSR SYP) 4'-G' /(2) HUS-P 6x40/5 SCREW ANCHORS EACH T#124 1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & T# 129 O.H.D. HEADER NAILING SCHEDULE HEADER .MEMBER STUB COLUMN JAMB COLUMN EA.2x12 8 8 2xlO 6 6 e a 70M BRACKETS WITH #14A x 1 1/2" MILLED SCREWS 2X2 BLOCK ALUMASEAL NOTES: FS PRE -CAST CONCRETE COLUMN T#153 1. NUMBERS ABOVE ARE 20d R.S. NAILS T#151 w 21" THICK CONCRETE PAD(2500 PSI MINIMUM), REQUIRED PER CONNECTION. T#154 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN 14,_2„ 2. PRE -DRILL HEADERS AS REQUIRED DRAWN BY• T. FRASIER DATE.' 12/10/2019 CHECKED 8Y: EM DATE., 1/13/2020 REVISED DATE• 3/23/2020 REVISED DATE.• — REVISED DATE.' -- EVISED DATE.' -- 24"S2i AROUND EXPOSED REBAR CAGE AND 3/4"xlW' THREADED ROD, WITH AN ADDITIONAL MINIMUM 1" 2x3 JAMB (BEYOND; BOTTOM 2' TREATED) GRADE TO BOTTOM TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR OF 2x8 BLOCK HEADER TO JAMB COLUMN CONNECTIONIS ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. 3-2x8 JAMB COLUMN (BEYOND) EXCESSIVE TO CAUSE SPLITTING, Dlgltae,iy PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) THE EXCESS NAILS MAY BE INSTALLED signed by IN HEADER SUPPORT BLOCKING. cuno E„sE Craig (_ OHD HEADER SECTION B� �o�,� SIDEWALL SECTION A poF �AQ01 Gundc�rso SCALE: 1" = I'-0" SSioxeiE Date: SCALE: 1 /2" = 1'-U' .. row+w .k cmaEw��+wax.m.xe . � 2020.(',13.2.1 15:37:53 j SCALE., A8 NOTED SHEET NO. S OF SH 00 GABLE PURLIN FLASHING T# 16 GABLE TRIM -� 2x6 FASCIA - T#194TRIM - SOFFIT HI-RIB/SOFFIT CAP TRIM 36' - 2x8 (NO.] SYP) END RAFTER ASSEMBLY 2x6 E.C.E. FLUOROFLEXTm 1000 HI -RIB STEEL 16'-0" GRADE TO HEEL 4'-0" - FINISH GRADE �ROFLEXTM 1000 HI -RIB STEEL x4 PURLINS �/l6"OSB & ROOFING FELT 2x44 TRUSS TIE (4) 0.135" x 2 1/4" R.W. NAILS OR 16d R.S. NAILS �- - (1) 20d R.S. NAIL THROUGH STRAP & INTO BRACE - 2' END BRACE STRAP W/ PRE -PUNCHED HOLES (BEND TO FIT) FASTENED W/ (3) 0.140 x 1 1 /2" R.S. NAILS 7/16" OSB 2x6 UPRIGHT 2x6 NAILER 2x6 BLOCK T#124 2x6 DIAGONAL BRACING FASTENED T#129 TO COLUMN W/(4) 16d R.S. NAILS 2x2 BLOCK �- 36' 2090 S.C. TRUSS T#151 T#154 - _ _ - - - _ 2x4 JAMB (BEYOND; - - - - - - - _ BOTTOM 2' TREATED) (3) 2x6 JAMB COLUMN (BEYOND)' 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) Q• aka. ,a 21"THICK CONCRETE PAD(2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4'k14' 18"PS THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION C SCALE: 1/2'= V-a' OHD HEADER SECTION D SCALE: 1 " = 1'-0" 7/16" OSB 2x6 UPRIGHT 2x6 NAILER 2x6 BLOCK T#124 T#129 2x2 BLOCK T#151 T#154 2x4 JAMB (BEYOND; BOTTOM 2' TREATED) (3) 2x6 JAMB COLUMN (BEYOND) 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) OHD HEADER SECTION D SCALE: 1"= V-a' G 2" BOTTOM ,LOCK HEADER NAILING SCHEDULE HEADER UPRIGHT JAMB I MEMBER COLUMN EA.2x12 6 1 8 NOTES: 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE -DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. REVIEWED FOR CODE COMPLIANCE ST. LUCRE COUNTY BOCC FILE COP' HEADER NAILING SCHEDULE HEADER UPRIGHT JAMB MEMBER COLUMN EA. 2x10 6 6 BOTTOM I!, (LOCK NOTES: I- NUMBERS ABOVE ARE-20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE -DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. C_OFFICE.• PORT CN/ARLOTTE, FL JOB NO, 161-094477 P-1 DRAWN BY T. FRASIER DATE.' 12/10/2019 CHECKED BY' EM DATE., 1/13/2020 REVISED DATE. 3/23/2020 REVISED DATE: — REVISED DATE,• EVISED DATE: --- Digitally "` —, F signed by w�oz Craig E ao _ Guncierso ^`' 4 Date: " 15:38:06 -04'00' ) L ML�S'89 OFFICE. PORT CHARLOTTE, FL GABLE PURLIN FLASHING T#16 GABLE TRIM —� 2x6 FASCIA T#194TRIM SOFFIT — HI-RIB/SOFFIT CAP TRIM — 36' - 2x8 (NO.1 SYP) — END RAFTER ASSEMBLY 2x6 E.C.E. — FLUOROFLEXTM 1000 HI -RIB STEEL — 7/16' OSB — 16'-0" GRADE TO HEEL 4 8" FINISH GRADE FLUOROFLEXTm 1000 HI -RIB STEEL 2x4 PURLI�S r' r i r r r r r r r 2x4 TRUSS TIE 2x6 NAILERS @ 24' O.C. 2x4 VERTICAL BLOCKS Q 48" O.C. T# 168 BASE TI 4' 0" .Qe a e ea 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4M4" 18"(d THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECASTCONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ENDWALL SECTI 2x6 BLOCK BETWEEN NAILERS NAILED TO COLUMN W/20d GUN NAILS. NAILED 3" O.C. LAMINATED COLUMN `— 2x4 NAILERS \ 7/16' OSB LAMINATED COLUMN OSB SHEARWALL DETAIL SCALE: 1 /2" = 1'-G' TOP CHORD OF END RAFTER ASSEMBLY % . . _—•J__— --- 7/16' OSB 2x4NAILERS ---- --- ---- ------------------ EXTRA NAILERS ADDED---,,,,.— — — — BETWEEN STD. NAILERS(— — — — — — — (MAX.X. SPACE TO BE 24") ------------------ ------------------ LOWER CHORD OF END RAFTER ASSEMBLY 2x6 VERTICAL BLOCKS @ COLUMN BETWEEN NAILERS PERIMETER OF OSB SHEETS NAILED W/1-3/4' RING SHANK COIL GUN NAILS SPACED 3" O.C. OSB NAILED TO INTERMEDIATE SUPPORTS W/1-3/4" RING SHANK COIL GUN NAMt n J"oR JOOE COMPLIANCE ST. LUCIE COUNTY LAMINATED COLUMN BOCC ------- --- PIP I' i�`rt n ----- ---- — 5/4x6NAILER (IF PROTECTIVE LINER IS INCLUDED) ----------- ---- 2x8TREATEDBASEBOARD —I, MFS PRE -CAST CONCRETE COLUMN 7/16" OSB SHEARWALI ELEVATION JOB NO. 161-094477 DRAWN BY.• T.FRASIER DATE: 12/ 10/2019 CHECKED BY: EM DATE 1/13/2020 REVISED DATE' 3/23/2020 REVISED DATE.- -- REVGSED DATE.. — EVISED DATE.' SCALE. AS NOTED SHEET NO. S7 OF S8 #9xl"S.S:I.D. SCREWS W/WASHERS', USED TO STITCH THE GABLE TRIM TO THE STEEL BETWEEN PURLINS #9xl"S.S.I.D. SCREWS W/WASHERS INTO PURLINS T#16 GABLE TRIM 2x6 FASCIA #9xl S.S.I.D. SCREW W/WASHER T#194 #9x2" S.S.I.D. SCREWS AT EACH HI -RIB,—/ #9x1"S.S.I.D. SCREWS CENTERED IN FLATS FLUOROFLEXTm 1000 HI -RIB STEEL —� OFFICE PORT CHARLOTTE, FL JOB NO. 161-09447 #9xl"S.S.LD. SCREWS W/WASHERS INTO PURLINS #9x1"S.S.I.D. SCREWS W/WASHERS USED TO STITCH THE GABLE TRIM TO THE STEEL BETWEEN PURLINS FIRST SCREW IN THE FLAT AT THE TOP AND BOTTOM PURLINS W/ #9x1"S.S.I.D. SCREWS 1 2 3_ SCREW CAP RIB FIRST. THEN THE OTHER LF NS TO END RAFTER W/(1)60d R.S. NAIL TWO RIBS, USE #9x2" S.S.I.D. SCREWS . SCREW W/WASHER INTO EACH PURLIN BETWEEN HI -RIB AND FIRST MINOR RIB) XTA^ 1000 HI -RIB STEEL t • 4 D. SCREWS W/WASHERS INTO EACH HI -RIB x1"S.S.I.D. SCREWS W/WASHER USED STITCH LAP RIBS BETWEEN THEPURLINS 2x4 PURLINS 36' 2xB (NO.1 SYP) END RAFTER ASSEMBLY #9xl"S.S.I.D. SCREWS W/ WASHERS USED TO STITCH THE LAP RIBS BETWEEN THE PURLINS #9x1"S.S.I.D. SCREW W/WASHER INTO EACH PURLIN (CENTERED BETWEEN HI -RIB AND FIRST MINOR RIB) STITCHED ROOF STEEL ATTACHMENT DETAIL SCALE: 1/2'= 1'-a' (r-o"ovERHANGs) REVIEWED FOR CODE COMPLIANCL ST. L UCIE COUNTY BOCC FI LE COPY ROOF STRUCTURE FASTENING SCHEDULE VENT -A -RI GE TO BASE TRIM #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS 98"o.c. (D RIDGE BAS TRIM TO 2x4 PURLINS #9 x 3" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (F-0" o.c.) G) HI -RIB STEE TO 2x4 PURLINS #9 x 3" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (V-0" o.c.) WALL FRAMING FASTENING SCHEDULE ® 2x6 NAILER, TO COLUMN (4) 0.148" x 3-1/2" (l 6d) RING SHANK NAILS @ SPLICE/ (4) 0.148" x 3-1/2" (16d) RING §HANK NAILS @ STANDARD CONNECTION (s HI -RIB STEEL. TO NAILERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS ATMPY HI -RIB (I '-a- o.c.) l© SOFFIT TO WALL INSERTED IN PRE -FORMED SLOT IN SOFFIT/HI-RIB CAP 0 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE 3 DRAWN BY. T. FRASIER DATE 12/10/2019 CHECKED BY.' EM DATE.' 1 / 13/2020 REVISED DATE 3/23/2020 REVISED DATE.' -- REVISED DATE.• -- REVISED DATE.' — Digitally signe, by Craig E OT�S Gunderson �ORIDP 4\ S/ONA�Et?� Da t#t .�.b.... "..au2020,03.23 bo+YEammnmod�mn :19:28-04'0 SCALE. AS NOTE SHEET NC�. S8 OF 3 NOTE: 1. THIS PLAN IS FOR THE LIMITED ELECTRICAL SCOPE FOR THE NEW DETACHED GARAGE, PERMIT # 2002-0650. SEE PERMIT # 2002-0649 FOR THE NEW AND EXTG HOUSE ELECTRICAL. NEW DETACHED GARAGE ELECT PLAN SCALE: 3/16"= T-0" ELECT PLAN LEGEND E2 120V GFCI DUPLEX RECEPTACLE L5 SHOP LIGHT L9 EXTERIOR WALL SCONCE EXTG METER oC aw gr� 0 N m o m U 0 cv �La ®o nw GEC TO CWP, UFER, 40 I_ WIRE SIZE BY ELECTRICAL CONTRACTOR REPLACE EXTG OVHERHEAD _r SERVICE WITH NEW UNDERGROUND SERVICE 6- MIN, ELECTRICAL RISER DIAGRAM SCALE: N.T.S. SHEETINDEX E A-1 lelect 0o o M.j = O m c — 0- � Cm un .c .a :- co- c L' w o In E -a Q a� �t rn_ +_���5 m Cp 4) CV) a CO E .Q .0 "r9 ` = (6 4 c+04 04 LL �. N LL W U 0 a U LL U w a U rn x F Electric Load Calculation 220.12 Generat Lighting Load 3 va/k° of Floor area, including unused space adaptable for wWre use. � Roor Area =l_Jva fe Basement Floor Area = R° va 220.52(A) Small Appliance Load 1500 va for each 20 amp branch circuit required per 210.1(C)(1) in EACH kitchen, Pantry. breakfast room, dining room, or similar areas. # ofsmall Appliance Branch Circuits='1500 va= va 220.52(e) Laundry Load '# of Laundry Branch Circuits =* 1500 va = va Total General Lighting & Appliance Loatl= va 220.42 Lighting Load Feeder Demand factors First 3000 or less at 1000A va From 3001 to 110,000 at 35% va Remainder over 120,000 at 25% va Total Lighting Demand Loatl= va 220.54 Electric Clothes Dryers city Electric Electric Dryer#kw w t1lY 0 Electric Dryer #2 kw - w 220.55 Electric Cooking -Ranges, Stove Tops and Wall Ovens Qtyl Ol kW Qlp 0 kw chyl 01 1ke, Electric Cooking Demand Load= - w 220.51 Fixed Electric Space Heating Loads or Air Conditioning Load: Fixed Electric Space Heat #1E kw AC#1/Geo kva Fixed Electric Space Hat#1kw AC#1/Geo loveFixed Electric Space Heat#3kwAC#3/Geo We Fixed Electric Space Heat#4kw AC#4)Geo We Fixed Electric Space Heat #Skw AC#5/Geo kva Totai Heat & AC Load = - va r y cnpn m vatwatrs) 0 0 0 u 0 0 0 - va Z 11.53 Appliance load —Dwelling Units Total Appliance Demand Load = va 220.50 Motor Loads @ 120 Vohs Oty Description va(walts) City Description va(watts) 31/3hpGar/Owropener 1 25o p _ o g 01 p 0 0 Total Motor Load = 750 va 430.24 Several Motors or a Motor(s) and Other Load(s) 25%of Largest Motor toad = 63 va Total Motor Demand Load = 813 va TOTAL CALCULATED DEMAND LOAD in Vohanmwss= 813 va TOTAL CALCULATED DEMAND LOAD in AMPS @120/240V 1ph3W = 3 amps Note: Electrical conVactorto verity accuracy and completeness of load calculation. Lighting is factored into house load on other permit. Inca Load = � w 14 W M U `�rr�� (D az L o L L W z c7 to }r 2 L O LL U LL U W v J a w ++ w r W Fa- w _ //� uJ Z m [� F z A� 1 _ p lit Q N U O Z_ m Z W W �a m z a m z a O W w 0 ug a F Z W O U H Q 0 elect 3/30120 SHEET Awl CDocuSigmd by; YAIA uf� E935FAF30E92486... 3/30/2020 �1 O. F(QR 5. Cis R L/Fe��'.9 AR97108