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1j1 TI'1 E DE,SIGNAT 931s 4 �VQUAMIN�'I'Y0F."FIH.CGPOOfn x09iN 1,T�TIL f ea,•;mvLoa i 1 �I 3F16-1611 T NDM WD N eFMR D 1 CASTCRETEPR.ECAST NOMNnLN?IQn• FpgEORaaARAT •i Op4 idVIElw0. LD4TEL SCHEDULE UPLUT LCW wr,cLoaooFnxsa•.xnr .PFCFMMFpW'P E ! ,� J",L4MIx.,1JRN9 ,1e.a � meLpxaceac.M.u. ij+ m r( �' ra"F,.nRPOsoxEa xrr Fara S"-i 0" lengthVose i7ravmi 8F1b28 1� oorrcM OFuuMTEvcAnTv supolil Safe Dsed gravity toad=4360 PLF SuperiPtp � load F (,,�.,�.,,;� EcrroH aaMFaxauc Safe superimposed uplif:load =2084 PLF 1 rrvommTu Ma'YN r10ewFE010 aan_.icwmtq Safe Superimposed lateral lead=339 PLF Bc<•L,. Safe App'::Bd I Safe Applied h composite G12viry Gravity I Uplift Uplift Lood Load I Lead Load �1 i i 3 ! I ;'-d^ m 8FF5-iR iT t 6173 r,000 3524 6 <500 ! 2 i f \/ 3-8" 3:F16-1B-iT 1 6113 i ; <I000 3060 <500 1 t 3 ' 4'41 817e6-113-1T 1 6113 <1000 3060 <500 I 4 ' ' i -� 4'-4" ! 8F?S-iB-17 y 6113 t ! y <1000 ( 2707 I <500 t5 4'-6" ; 8116-1B-IT i 6113 <1000 2707 G50U 1 I 1 I 4' -3" EF74-1B-IT i 4567 <1000 1791 <500 I 5'-6" j SF1bIB-IT 4360 <1CA0 ` 2080 , <500 8F164B-?T 4360 <1004 2080 <500 j 9 I fi'-2" SRF14-1B-iT 3120 i <1000 1530 <500 � I I Ili � T%" 8F161B-iT ' 2661 <I000 I624 <500 7'-6" 9Et6-IB-IT 1 2661 <1000 1624 <500 k I ( ) i'-8" I SRF14.1B-1T 1 I568 <1000 884 <S00 I 13 8F16-IB-1T 1 1843 <1000 1136 <300 SFI&IB-IT 1 ?5� <1000 916 <500 75' i I 10,4, 8Fi6-iB-'T I 1533 <1GOO 916' <500 �•• (04• 8F1&13,-11, 1366 I <IWO 800 <500 , 8F16IB_iT 1075 <1000 607 <500 i PRESTESSED i i T7'-4-4' 95a .1600 405 I �i00 i?RESTESSED �6-lA-IT I 19-4" SFi6-IB-1T 750 <1000 348 <500 8'-6" 81716-IB-IT 1943 I <I000 1136 <500 3F16-,B-1T 1 I ! I 3120 <1, 000 1530 <500 1 ! � I 8F16-IB-1T i i533 <,000 916 <500 II 23 1?'-8'• 8r16-IS.IT T.U75 <1000 607 -SOP FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #Sln-j�-�`14T1,0\'i &Well #yip Date: lh\i-%\ \0\ to LM 11'-2" 4'-6n 1 21-41f 4 Q SH H3O 2 O MPIOII (g OUTDOOR SHOWER STD HEIGHT \ / i v 1 ,•••I N 5 13ED ROOM 4 r` ■: 8'_TFLAT CLG 1 yy,_yy" 0 .-I 0 itlSCCJ$ ,. SFtcawER N / K' c � N R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8- THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20-MKUTE RRE-RATED DO R$. 51'-0It O ------------------- -- FLAT CLG AFF 1 PINE CEILING 00 [V R302.5.2 DUCT PENETRATI DUCTS IN THE GARAGE AND DUCTS P ETRATING THE WADS OR CEILINGS SEPARATING E DWELLING FROM THE GARAGE SHALL BE CONSTR TED OF A MINIMUM NO. 26 GAGE (0.48 MM) SH STEEL. 1 INCH MINIMUM RIGID NONMETALLIC CLA 0 OR CLASS t DUCT BOARD, OR OTHER AP OVED MATERIAL AND SHALL HAVE NO OPENI INTO THE GARAGE. 10'-10" 0. ty / � I i - ( i i � • r I� r r I R302.6 SEPARATION REQUIRED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH TYPE "X' GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT 3 -7 ,-+fin ; ICNEBWALL ABO i p `� Imp(GLASS i 68 3(). I e o a `/' U Q 1 , i •i•'7�N +-TIN ,°,T�iLC� 5'-32" 3'- 3'-112T1 2'-52 6 -1Z3o6s — 7 -4 _OD 2� I`TDr�'i , 117C N - F 0"Ulyan� — — — — — —_ R&S— --'T Pi -POST 1FI I� I`j aI I 1 y I 'A I 1� I � FLATBARTt)P, 1 I IN�--_-' IFIEIPL lEl i' KNEEWALL ' , Lrt • s I2X6 1 D v [1:1DW 3068WIC I WH 2 .FIRE TED3.1/2" R-11 INSL r 1 KITCHEN ` I O S L OS in VAULTCLG /` ` LO 2'-5" 2 - 31-011 9+ 711 �1 1'-82' 2';32' O RASH 3'-2" 0 BEDROOM #2 V-0" FLAT CLG 8'-0" FLAT CLG 9141 t N ti CONNECTSTO EACH TRUS ALONG FRAMED B G WALLS U.N. ,. ---------------- i /RANGEW)i - 22"X54" '-' Ln HOOD '� -11 2061 04 I ATTY ACE S I 1 / f V �n Z z E1EI b LOCA i -T- ARA E ■ MASTER SUITE 1 PANTRY 4 _ w © 8` 0" FLA� T ULU COFFER CLO .^-I i Ca O, JO ' N , I 1 n / t C7 G] n1 14 -4 1 3'-0" 13'-7" I N I i rr 11 "a v FA UX C, Q s CUPEI c / 1 DINING VAULT CLG z 5 Q a ° 1 In I m I 18'-0' I I I'_V BRG '� 8'-g" B 3080 SH 721'�o 16'X T01 , ® ■ 35 EGRE5335 3SH 3-9" 4-6" N 2' N ■ ■ a 1 ENTRY O ll-'D'FLATCLGAFF 20 VINYL, RAII.IN4 a, � 41 1 F--V FLAT CLG AFF ®® � w T&GFINE CLG. ------ 21 1 * ENTRY PORCH BEAM CONC LINTS tl ■ ■■ ■ ------------ SETBTM�a 9-t" ■[Mimi TOP 11'T"AFF 16'.Y16" C'OL. BLK - ENTRY PO CH B AMCONC. LINTEL MOVE W/ 1 CO BL K 41-6„ 31_611 1-4' S'-611 1-4171_2" 1-4' -8" 16'-011 131-411 3'-211 S'-61T 1 -811 19'' 4 J.'1' 51'-01177" O N --- --, 1 1 I 1 I I I m I 1 I 18 I I VERIFY THE ELEVATIONS OF THE HOUSE & FOOTINGS DEPTHS WiTH THE ENGINEERED SITE PLAN NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING FASTERNERS/CONNECTIONS. THIS INCLUDES TRUSS -TRUSS. GRDER-TRUSS, AND GIRDER -GIRDER CONNECTIONS ALL EXTERIOR MASONRY WALLS ACT AS SHEAR WALLSfPIERS BASED ON RELATIVE RIGIDITY I 00 rn rH O N M N r M WALL LEGEND Although every effort is made to ensure the accuracy of these SYMBOL REPRESENTS plans it is the responsibiiitycf u CMU WALL - 8" (U.N.O.) BRG. HT. a 8'-0"AFF the builder to verify all INTERIOR SIDE TO PAINTED SMOOTH FINISH dimensions, details and EXTERIOR SIDE TO BE STUCCO COATED CMU specifications shown. ® not be held liabDesle f r any will CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" AFF not be held liable for any elrots 1/2"GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER or omissions an these plans. SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL. EXTERIOR SIDE TO BE STUCCO COATED CMU CMU WALL - 8" (U.N.O.) BRG. HT. @ T-S" AFF *1I 1/2"GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER SPRAYAPPLIED FOAM INSULATION OVER 8" CMU WALL.EXTERIOR SIDE TO BE STUCCO COATED CMU CMU WALL - 8" (U.N.O.) BRG. HT. @ I V-0" AFF #LUE 112" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER SPRAY APPLIED FOAM INSULATION OVER 8- CMU WALL DS DESIGN EXTERIOR SIDE TO BE STUCCO COATED CMU74 i CMU KNEEWALL - 8" (U.N.O.) BRG. HT. @ T-0" AFF STUDIO 132. �E�� IO BOTH SIDES TO BE STUCCO COATED CMU Resldantai C?D Draftcr ® BRG. PARTITION WALL .4" (U.N.O.) 35R6nc- dos 1/2" GYP. BD. ON EACH SIDE OF 2X4. WD. STUDS @ 16Q.C. ces =,PRN WALL-6" (U.N.O.) Port Orange, FI N EACH SIDE OF 2 4WD. STUDS @ 36" O.C. (385') 256-8978 Port Cheotte, FI CONNECTOR TABLE IN11gCN I UV I U WMIE I FASTIMM8F 1CH WOOD WOOD 7D HTS20 2 HTS20 NTW20 2 HT066 7310 20. 10D x 1 1 2" NAILS TOTAL 2+ PLY TRUSSES USE 20 10D NAILS SPH4 6 8 SPT14 6 13 2620 128o 24 10D X 1 1/2" NAILSEACH STRAP 12 100 X 1 1 2" NAILS TO STUD 2+ PLY TRUSSES USE 20 1OD NAILS RPS22 i00DT0 CDICIl1E KRPS22 1790 8 160 K 2 1 2- NAILS EACH END SEE GENERAL NOTE 4 NOTCHED PLATE REPAIR AT EACH PLY HETA16 — 1810 9 10DX1-1 2 NAILS & 4 EMBEDMENT 2 HETAIU TYP 1 OR MORE PLY TRUSSES a — 7920 10 IOOX1-1 2' NAILS & 4" EMBEDMENT FA. STRAP TYP FOR 1 PLY TRUSSES 2 HETA16 — 2365 12 16D NAILS & 4 EMBEDMENT EA. STRAP TYP FOR 2 OR MORE PLY TRUSSES — HTA16 1870 9 10Dx1-1 2 NAILS & 4" EMBEDMENT TYP FOR 1 OR MORE PLY TRUSSES %I 2 HTA16 245U 9 too NAILS & 4" EMBEDMENT EACH STRAP DETAL20 OFFSET CONCRETE EMBEDMENT 3 4" MIN f — 2480 18 10DX1-1 2" NAILS & 4 1 2 EMBEDMENT HTSM24 HTWM20 11t0 TYP FOR 1 OR MORE PLY TRUSSES is 0 IM X 1 1 2 NAILS & 4 1 4 X 2-1 4" TAPCDN MGT MUGT75 3965 5 8 ATR EMBED 12 & 22 100 NAILS TO WOOD 1'YP FOR MISSED STRAPS NO 4N LIMI HGT HUGT 9790 2 3 4" AIR EMBED 12 8 ROD HUGT, i6 10D FOR HG MIN WOOD MEMBER 2 2X, SEE NOTE 5 EMBED DEPTH 16'INTO LINTEL BEAMS FGTR — 4725 2 1 2"XS ITEM H & 18 S05 1 4X3 TO WOOD 2 FG1R MAY BE FGTRHL 3835 MAX UPLI — 8885 2 i 2 X5- TITEN HD & 18 SOS 1 03 TO WOOD EA HTT4 HTT4 MAY BE FGTRHL 5800 MAX UPLIFT) 4235 5 8" ATR EMBED 8" & 1$16D x 2 1 2 NAILS ADD 4" TO EMBED FOR LINTEL BEAMS HTTS HTTS 5090 5 8" ATR EMBED 8" & 25 150 x 2 1 2" NAILS HD08—SDS PHDB 7630 ADD 4 TD EMBED FOR UNTEL BEAMS 7 8" AIR EMBED 17- 8c 20 3" WpOp SOREWS HHDQ11—SDI UPHD9 11810 1" ATR EMBED 12 & 24 3" W000 SCREWS 3 t 2" x 3 1 2' MIN WOOD MEMBER HDQ14—SD UPHO14 13710 1" AIM EMBED 12- & 30 3 WOOD SCREWS 3 1 2' X 5 1 2 MIN WOOD MEMBER (Z" MIN WOOD MEMBER MBHA NFMXXU R-5330 31ehp EMBED 6 3/4 FACE & TOP, 1/2' TOP FOR NFN IF BUCKET IS SKEWED U=3475 R-5330 & U-2390 IF H > 7 1 4" 1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. EACH NAIL = ROD LBS. 6 NAILS MIN REQUIRED AT EA NAILED CONNECTION. 2) MISSED STRAPS PROVIDE HTSM20/MTWM20 1-1/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT IIIG#, FOR UPLIFTS TO 3965# PROVIDE MUGTIS/MGT — NO UMIT TO NUMBER OF MISSED CONNECTORS ALLOWED 3) REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE 4) IF TRUSS BEARS ON WALL BETWEEN CUT AND ADJACENT WALL STUD THEN ADD WALL STUD WITHIN 1" OF CUT 5) FOR SINGLE PLY SCAB TO MATCH 2X SW"/62 W/ 10D COMMONS 4' OC STAGGERED. TRUSS HEEL HEIGHT 36" OR MORE PROVIDE 36" VERTICAL SCAB HEEL LESS THAN 36 PROVIDE 36' TOP & BDT CHORD SCABS AND FULL VERT2: SCAB IF APPLICABLE POST SCHEDULE MARK THREE 2X4 STUDS NAILED TOGETHER WY H led NAILS EACH FACE AT 12° P-3 POST O.C. STARTING AT 6" PROM ENDS; ATTACH TO GIRDEVIRUSS AT TOP W/ '(2) SIMPSON "H nl)' & AT BOTTOM W/ (1) SIMPSON -HTY4- PRR MANUFACTURERS RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL USE 2X6 STUDS THREE 2X4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" P-2 POST O.C. STARTING AT 6" FROM ENDS; ATTACH T.0 GIROERRPUSS ATTOp W/ (1) SSMPSON "VGT' B AT BOTTOM W/ (2) StMpSON "HTT4' PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. ' NO'E: PAD TRUSS AS REQUIRED C TOP To ALLOW FOR TRUSS CONNECTOR NOTE: FOR M WALL USE 2xe STUDS TWO 2X4 SEWS HAULED TOGETHER WITH 100 MAP 5 EACH FACE AT 12" E O.0 STARTING AT 6' FROM ENDS; ATTACH TO GIRDER/TRUSS AT Top W/ (2) SIMPSON •MT520" & AT BOtTOM W/ (1)SIMpSON"HTr4' PER MANUFACTURERS RECOMMENDATIONS FOR HAILS AND BOLTS. NOTE: FOR 2x6 WALL USE 2x6 STUDS SQUARE FOOTAGE LIVING 2,012 GARAGE 440 ENTRY 97 LANAI 136 TOTAL 2,685 LIVING C.F, +/- 16,786 �+ i IU4U Harbour Drake Dr. chrisbeers@byu.net 941-628-0636 Punta Gorda, Florida 33983 fax 413-687-9013 v'• ;I J JUL 2 3 2,513 CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO.64594 Des and layout or concepts for this design, were provided to Bluea'trea a Design Studio by the builder shown,. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. : DATE 7/23/19 DESIGN BY: LES . CHECKED BY; TFt6 3os NO. key largo kr Pern ' REV DESCRIPTION P1 6/25119 2 72 07/02/ 19 3 PE 07/18/19 4 5 6 , Y B *000 apnl is As C13NNHIS SCANNED St. LudeCounty J Ld z� 1 L O Ili 0 (L SHEET A2 I LOOR PLAN SCALE-; 1/ 4" = V-D" 3 OF 8 t Set.ubVC; �01e COO 4 vl� I- GpMILIN GoutNvl se0c.ujrG A CUSTOM MO GROZA BUILDEF KEY LARGO KF KARI ROHAN 0 SHANAS TRA PORT ST LUCIE, s 5 8'-9" Truss 12 TOP OF WINDOW TO FOAM OUTRIGGERS SHINGLE ROOF �x hG F NYJt..: , jig ✓ x Y-O" Finish Floor FRONT ELEVATION TEXTURED S�-•n! ' 1n = 1t-®10 STUCCO l•ry-�•v FINISH WINDOW (DOOR CHART I KEY LARGO KR ROUGH OPENING SIZE UNIT DIMENSION CITY WINDOW/DOOR W N W H U FACTOR SOLAR HEAT GAIN (INCHES) (INCHES) (INCHES) (INCHES) 13080 ENTRY 20468ATHERMA TRU 38-3/8 98-1/2 37-5/8 98 0.14 0.01 12068 _ 20468.4 TH ERMA TRU 26-3/8 82-1/2 25-5/8 82 0.14 0.01 1 8068 BP SGD FL 11103.1 IMPACT CWS _ 97-3/4 80-3/4 95-1/2 79-1/2� 0.33 0.26 2 SH35 FL 16177.1 IMPACT CWS 53-7/8 63 53-1/8 63 0.3 0.21 2SHH32 FL 16177.1 IMPACT CWS 27-1/4 26 26-1/2 26 0.3 0.21 3 SH25 FL 16177.1 IMPACT CWS 37-3/4 63 37 63 10.31 10.19 DEPARTMENT PRODUCT BUILDING PERMIT OWNERS NAME CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD PORT ST LUCIE FL 34953 OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS FL= OR MIAMI-DADE PRODUCT MODEL NUMBER MANUFACTURER GLASS DESCRIPTION METHOD OF ATTACHMENT BUILDING DE GN PRODUCT DESIGN PRESSURE PRESSURE FL 16177.1 IMPACT WINDOWS SH8100 PVC SINGLE HUNG CWS WINDOWS IMPACT lq" TapCons, 1-1/4" Min. Embed in SEE ELEVATION PAGE +/- 70 PSF SINGLE HUNG IMPACT LOW-E 366 INSULATED Head & Jamb, in all mfg. holes IMPACT J" Tapcons, 1-1/4" Min, Embed in SEE ELEVATION PAGE +/- 60 PSF FL 11103.1 IMPACT SLIDING GLASS DOOR 8900 PVC SGD CWS WINDOWS LOW-E 366 INSULATED Head & Jamb, in all mfg. holes " T.C. at 14" O.C. 1-1/4" EMBED AT SEE ELEVATION PAGE + 20468.4 FRONT DOOR THERMA TRU 6" FROM CORNERS 17-0919.12 GARAGE DOOR 16'W 8241811 DAB PLAG ANGLE TO HAVE (3) N" X 1-5/8" LAG SCREWS AND DOOR BRACKET TO HAVE LAG SCREWS 24" D.C. SEE ELEVATION PAGE +27.0/-30.0 MAX AND 6" FROM CORNERS FL= OR MIAMI-DADE MODEL. NUMBER MANUFACTURER METHOD OF ATTACHMENT BU PRESSURE DE SIGN PRESSURE MULLIONS FL-9520.1 METAL ROOF SHINGLE ROOF 16-0329.13 IKO 6 ROOFING NAILS PER TAB, CLASS F OR H SIDING SOFFIT FL23352 Ply Gem Siding Group 2X4 BRACE AT CENTER OF PANEL +23.6/-28.8 +70/-61.3 HURRICANE PANELS LESS THAN 5'-7" SPAN HURRICANE PANELS T-7" SPAN OR MORE NOTE: ALL MANUFACTURED HOLES MUST BE FILLED WITH APPROPRIATE FASTENERS I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR USE IN TEH STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES DATE: SPECIFIED BY CURRENT CODE PROVISIONS. NAME SIGNATURE. DESIGN FIRM _CERT. NO — EL FOR: INC. (1) CONC. ABOVE ENTRY PORCH BEAM (1) CONC. LINTEL W/ 2 COURSE BLOCK ABOVE SET BTM na, 9-I' AFF TOP (a) I I'- " APF 5 1 FAUX i CUPELO Iffli, rr.FF -I ICI 1 I �1 ICI CI ICI ICI ICI ICI ICI im ICI ITOPI 111 STUCCO RAILING FINISH -L PER MANUF. SPECS (TYP.) BIRDSEYE SCALE: $" = 1'-011 l TYP OH DRAWING INDEX C1 COVER PAGE Al FOUNDATION PAGE A2 FLOOR PLAN A3 ELECTRICAL PLAN A4 EXTERIOR ELEVATIONS A5 HVAC PLAN A6 ROOF PLAN S1 ENGINEER DETAIL PAGE S2 ENGINEER DETAIL PAGE W A T E R- A I R- L A N D 1040 Harbour Drake Dr. ohrisbeers@byu.net 941-628-0635 Punta Gorda, Florida 33983 fax 413-687-9013 1���lunnnnl„� F ESS/ * .•�QHER �.•.�*'. -, STATE OF °� 0 R I SEP 2 7 2019 CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO. 64594 Although every effort is made to ensure the accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. Port Orange, FI (386) 256-8978 Port Charlotte, FI (941)275-9931 C� uj Cn LLO -IVr ram; L i I.:: 1-4 (� in 0 ,°u Design and layout or concepts for this design were provided to Bluestream Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. DATE 9/27/19 DESIGN BY: LBB CHECKED BY: TMB JOB NO. keV largo kr.dWq REV I DESCRIPTION SEP 3 0 20 Permitting Dep St. Lucie Cou SHEET C1 COVER SCALE: 1/4" = 1'-0" 1 OF 8 ment FL �M4w V J`` GG 8O FOUNDA T ION NnTES ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS FOR FTG'S & SLABS REINFORCING STEEL (REBAR) SHALL BE ASTM. GRADE 60 DEFORMED BILLET STL. CLEAR COVER SHALL BE 3" FOR FOOTINGS & 1--1/2" IN BEAMS. LAPPED STEEL MIN 25". 10" STD HOOKS W/ 90 DEGREE BENDS. FTGS SHALL BEAR ON UNDISTURBED SOIL A/0 PROPERLY COMPACTED FILL (2000 PSF MIN.). FILL MATERIAL SHALL BE COMPACTED TO 95% DENSITY OF A STANDARD PROCTOR. TO BE VERIFIED BY GENERAL- CONTRACTOR/OWNER. ELECTRIC SERVICE GROUND TO BE BONDED TO FTG STEEL CONTRACTOR TO VERIFY ALL HOSE BIBB LOC, & TYPE CONTRACTOR TO ROUGH IN A/H CHASE A/0 DRAIN LINES, & CONDUITS AS NEEDED CONTRACTOR TO VERIFY A/O PROVIDE FOR SLAB RECESSES, SILLS & CURB REQMTS 0 ALL DOORS CONTRACTOR TO DETERMINE ANY SLOPE OF SLAB REQMTS LAP ALL HORIZ FTG REBAR 25" MIN ALL STL MIN. GRADE 60 BOTT OF FTG MIN 12" BELOW FINISH GRADE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 bin ED AND LOCAL CODES AS THEY MAY APPLY h IJ �'-2) #5 BAFIS CONTINUOUS ,� •,s NIi 25"?"1fN LAP = 6 VERTICAL BAR @ CORNER •°' (SEE POUNDATiON PLAN) FOOTWO 00 'I# TIC. Mf1,NiUM 12" 4 SLOPE 116 MAX a .-•+— OF FOOTING BELOW GRADE 161. 5 FLA 6" MIN (2) #5 REBAr `<T�'r`�/i �F � 3" MIN COVER 3 TYP 16„ 3" TYP NIOW EDOE FOOTER FINISHED FLOOR ELEVATION IS #5 REBAR - CONT WUOUS �;- r) '� WEDGE ANCH .-ice./''J >6' 6"xb" WIRE ST' F s T '):rs REBAR MESH OR IIewR @ 13l WALL$ 4" CONCRET'[ VERT, OR LATERAL SLAB BEARING WALL REBAR CONTINUOUS '1/2'lII1�, 3 BOLT6 ! �� �ijjV 6"x6" WIRE F3 Ibis I; -III 11-- MESH L-_I I rzT xEs_AR TT- BELL FOOTER SCALE = N.T"S 4" CONCRETE SLAB WIRE CF- 3 b #5 REBAR 8" OC REARMS PAID EACH WAY TERMITE NOTES: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND PROVIDED. 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDE WALLS, 3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. 4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. 5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE 6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION. 7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL I s CI 1 -I' E W i1J R T SIAF, TYPICAL CONCRETE SLAB ll 1• PI T RUIN 'RF Bul IN PLUVBIW k 'IJ. T-2° 11'-211 CONTRACT RENEWAL SHALL BE BEFORE FINAL INSPECTION. I MINIMUM 12" SLOP OF FOOTING BELOW GRADE 1I+6" (2) #5 F 1 CURB 3" MIN COVER 3 TYP-�l 16„_�43" TYP TYP FOOTING W/CURB SCALE: NITS CONTROL JOINT NOTE PROVIDE CONTROL JOINTS PER ACI 224.3R, JOINTS TO BE TOOLED WHEN FINISHING SLAB IN STRAIGHT LINE OR SAW CUT WHILE THE SLAB IS STILL GREEN. THE MINIMUM DEPTH OF THE JOINT IS TO BE 25% OF THE SLAB THICKNESS. LOCATE JOINT'S APPROXIMATELY 10'-0" O.C. EACH WAY. JOINTS TO EXTEND TO OUTSIDE WALLS OR SLAB STEPS. LOCATE AT LEAST ONE JOINT TO INTERSECT EACH INSIDE CORNER OF SLAB STEPS OR EXTERIOR WALLS. JOINTS TO AVOID SHOWER RECESSES. ■ ■ ®!, 3' 2'-8"11 3'-611 21_oi, „ r _ 1 FI 11 L-1 Cj I I I O I m I F I t h lL 1 - FI ll 9 ■ ' t O® ■ wsCDOi7DOOR JI -'1 I � SHOWER STD_',\ , �"_ \ IN I HEIGHT I I 51_oF11 I F2 , c V-11 RECESS� SLAB ' ------------ r'r- --- - - - - -------------- - - - - - - ■ I I ,i jr I fV N ____-__--- FI I p1 i } I EI ' ' I I I I RECESS ' I SLAB 1-1/2" a) I ■ SLAB NOTE r ■ o 3000 PSI CONCRETE SLAB IN r1I F3 4" THICK W/ IBERMESH to o (OR 6"X6"1 /10W.W.F.) }"X8"Wedge Anchors @32"oxw/ OVER 6 MILL VISQU EN AND CLEA , ■ ; FI 2 washers & nuts I i COMPACTED, TERMI E TREATED FI I ■ , 4'-10Z" 2,_9111 41-62'° 11_11 5'-52' I 13'-91-ji1 16'-91, @ II I W/GLASS BOVE ■ ■ l kECESS ,' O ��1/ MOWER ,, M 1 , I ■ Lam_ ✓ I i , , , I I I I PROVIDE LINE FO I I 1 ' ' I I ICE MAKER ' I V- ■ I 1 , , 1 I 1 � � F2 � - -----.-IIN-------------------------- 1 �� II ' r-ti ---- -- - ------------"'---- I j O -1 00 1!Yi IIII�L I. ■ ■ FI -/2' II CR X 8 HO I POL I 2 was , ■ e 221-91, 1 , 1 I � I I I I I I , , , I ' , I J 1 F1 ■ ■ j I F2 i w n: a� CURB O 0N , I W I 311-711 1714 r1J 19,-511 1 1 I , I I I I I I � , I I , 1 , I ■ I 1 i I I I I I I I ' RECESS I j 1 FI SLAB 1-112" ■ 1 I I I ®® ® ® ■ *L ■ IS ■ ■ ■ , CFI O F 2' $" 31-411 101-111, FI w ■ ■ ■ ■ SLOPED R CESSATGARAGEDOOR r---- i I- sT i w� i ■ ■ I as � ■■ L--------Fl ' ■ ■ ■■ N � O_ I._ Fl O IN L--------- ■ ■ ih ■ ■ ■ ■ 131-411 : 511-011 19'-411 MINIMUM 12" OF FOOTING BELOW GRADE 16" (2) A 3" MIN COVER FLAT TOP FOOTINGF 16 -� W/rC ' SCALE: NTS zBATH 2• TE1 -----V WC 2" VENT C.O. �- /_______________J -L.' LAV I 2" VENT C.O. 1 ' r I I L t , 3" 1 1 1 ' I I I , U TI L WASH 1 R i I I ' I I r I I ' I ' r 2" VENT C.O. ; 3 KITCHEN SHOWER f \ . 2` AL I I WC If3'-------'`. J .3" 1 SINK s' 3„ 2" DW BATH 3 LAV ,3., .--------- I 2" Y , 1 , I 2" VEN i C.c. 3" SHOWER L_F 2' J I , _F ---- L LAV I ` � 1 WC Llf------- .3" I .1 MASTER BATH 3.1 1 1�. 1 ` 4" I I ` I � TO SEWER SYSTEM 4" 2 WAY C/O OR APPROVED SEPTIC SYSTEM PLUMBING RISER N.I.S. NOTE: PLiZvIBING CONTRACTOR TO VERIFY PLUMBING LAYOUT AND RISER DIAGRAM. PLUMBING CONTRACTOR TO VERIFY PLUMBING WALL LOCATIONS W A T E R- A I R- L A N D 1040 Harbour Drake Dr. chrisbeers@byu.net 941-628-0635 Punta Gorda, Florida 33983 fax 413-687-9013 \�)IIUIII IIIIUgr \W ESSiq * .•�pHER l °. G7 _ � : _ ram•+•: x.D __ A s j E OF r'i Z q^ o '. r 9z '0,,,94"*' S�R�,.`` CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO, 64594 Although every effort is made to ensure the aceuracv of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. SUE Aid DS DESIGN STUDIO Residental CAD DrafUn —_ 3D Renderings rap Ir, gnSelvices Port Orange, Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 Www. bl uestreamdesionstudio.con! CAD@ bluestreamdesignstudin.r-o1n Design and layout or concepts for this design were provided to Bluestream Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. DATE 7/23/19 DESIGN BY: LBB CHECKED BY: Tl 3013 NO, key largo kr Per REV DESCRIPi:'JN I P16i25i19 2 P2 01/02/19 3 P3 07/18/19 4 5 8 Cgl O CD J z J W J W Z W < i— N CL W m al 7)0 C7 ii SHEET Al FOUNDTION SCALE: 1/4" = V-f" Sel 2or-8 TYPE DLSIGNAfiON FII.LF.O WIT H GROUT IU=UMFRLED FQUANTITY OF 1d F1EW ADDED NESARAT aJ^ CAVITY FOR I%MuDiIMEL �8F1 f6-1B/1T OAIL,TSTCR(ETE�PRTETCpAST NOMINAL NMI,H J (WADDED NOFMA AODEDREBMAT OF TOP LINTEL SCHEDULE NOMINAL NEIOHT LOMPOSRE LLLWTEL MR EL UPNFTLQOb f-d5e AOGEDflFBA"AT roFJF cwePosnF U. INTEL MIN. ('I)REOb C Fi/i F,Ei.D P.AceD OM.U. I GROUT -m " tlSFlEIDACOEO NE84RAT For .85•-le"overall length D-iVltel •rl'pB 8F16.18/iT: aarran su-uNTELCAvIN Safe superimposed gravity load =4360 PLF Nc"aG Safe superimposed uplift load = 2080 PLF 't.Mr AcrLlAt! R"rirnncco ,'y"u s•NoMlNu wren, (sEg xoNFORLINc scxeouLE> Safe superimposed lateral load=339 PLF Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift Uplift Load Load Load Load O3'4" 8F16-IB-IT 6113 <1000 3524 <500 O3'-8" Sf'16-1B-IT 6113 <1000 3060 <500 O4'-0" 8F16-IB-IT 6113 <1.000 3060 <500 4'-4" SF16-iB-IT 6113 <1000 2707 <500 O4'-6" 8116-113-IT 6113 <1000 2707 <500 \.6 4'4" SP14-1B-IT 4567 <1000 1797 <500 7 N-6" 8F'16-1B-IT 4360 <1000 2080 <500 1J 5'-I0" 8F16-113-11' 4360 <10(w 2080 <500 6-2" SRF14-1B-IT 3120 <1000 1530 <500 10 T-4" 8f16-IB-1T 2661 <1000 1624 <500 il. T-6" 81716-1.13-IT 2661 <1000 1.624 <500 12 7-8" SRF14-1B-IT 1568 <1000 884 <500 13 81-0s SFl6-IB-IT 1843 <1000 1136 <500 14 914' 8n16-113-IT 1533 <1000 916 <500 l5 10-4" 8F16-113-IT 1533 <1000 916 <500 16 10141 SP16-113-IT 1.366 <1000 800 <500 17 12'-8" 8F16-IB-IT 1075 <1000 607 <500 PRESTESSED 18 IT-4" 8F16-IB-IT 950 <1000 405 <500 PRiSTES$ED 19 19-4" 8F16-IB-IT 750 <1000 348 <500 20 8'-6" 81`16-1134T 1843 <1000 1136 <500 21 6-10" S'P16 iB-IT 3120 <1000 1330 <500 22 10141 16-113-IT 1533 <1000 916 <500 l 23 12'-8" I 8F16-IB-IT 1075 <1000 607 <500 5'-2" �.i R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN HE GARAGE AND RESIDENCE SHALL BE EQUIPPETD WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE 21-411 41-411 14'41, 14'-011 51'-011 R302.5.2 DUCT PE I ETRATION DUCTS IN THE GARAGE AN _ DUCTS PENETRATING THE WALLS OR CEILINGS S ABATING THE DWELLING FROM THE GARAGE SHALL E CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0. MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONM ALLIC CLASS 0 OR CLASS 1 DUCT BOARD. OR THEIRAPPROVED MATERIAL AND SHALL HA NO OPENINGS INTO THE GARAGE. afl 1011 R302.6 SEPARATION REQUIRED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPUED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT 31-211 VERIFY THE ELEVATIONS OF THE HOUSE & FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING FASTERNERS/CONNECTIONS. THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUSS, AND GIRDER -GIRDER CONNECTIONS BASED ALL EXTERIOR MASONRY WALLS ACT AS SHEAR WALLS/PIERS ON RELATIVE RIGIDITY At ■ -- - - - - - - - - - - - - - - - - - - - - - - - O SO LANAI M EMP/OBS t6 S-0"FLAT CLG AFF i 22 T&G PINE CEILING - I - ® ■ ® C7 I 1 O OUTDOOR Ld 0 000oSHOWER STD iV I 00 HEIGHT FT, � ,, 7'-10" 8'-4" t4 4'-4" ' ' s O BATH 3 S- LAT CLG - /' \\ H 5 EGRESS! ■ ■ ■ '/ \ 3068 ■ 8068 BP SOD IIIIIII zar NI INV& IIIIII -GO, ■ ® / N ■ `` � I o \' � M ON a' ,--IN ' I N - - w BE OOM 4 1 abN I 8'-0" FLAT CLG ■ ` ` ° / -II ON I 00 � ' (V ■ 11'-11" 2'-511 16'-7" � 5' 21 10'-9" °' fn riN ` B TH 14 FLAT C FAMILY ROOM �� s'-o' BEDROOM #2 IM-1 VAULT CLG "-11N i ■ 8'-0" FLAT CLG ■ .=1N .7bN 13 -12 M , ` 00 I - to 3 42" ICNEEWALL i 'I°y \ `\ , t 868 `a 1 /3068 --^ W/GLASSABOV r8„ g i 3tECESS `' N M T--d (11N nr'4 01 M _, 9110WER,:y(tV \ M M BEDROOM #3 O M X, \ ` , \\ r 8'-0" FLAT CLG - 5,_32„ 6 " 1 3,_82„ 3'-112„ % 2'-52' 3068 �'F4'iti 7'-411 3'-0„ 2' 2 9'-31f 11 - Olt). � Lr1 o kjo �\) N N [RFF:,N D I a� I eF R&$--- ----- -- - ry) t0 �I 4 `� "x 4' ,n L FLAT BARTOP� In C7 AT i� W L 4 Ei d KNEEWALL `, 1-29 zzc Ln w c0 D� .-11N n P----' I a [V dam" 4 I I o o , DW ■ i o ,h F a iA/I� I 3068 S_ WH 2 IN. FIRE TED3-t/2" R-II INSU ATION 2X4 BEARING ALL 3 N , _ I O L LOS G KITCHEN 1„ VAULT �� Ln ` 1-82 1, 1, 2 O SH CLG 21-511 2 2 3'-011 9l-71, 1 2 LE ■ I S ------------------------ I En 'RANGE W)' \\ I HOOD -1 N 2068 04 z I F1ELb LO A , r \ (- - p - \\ - r, - 00 MN 4 - GARAGE ■ n ■ MASTER SUITE PANTRY o a 8'-0" FLAT CLG AFF ' COFFER CLG ,~-I a ILO iV N I \ ' 14'-4" 3'-011 13'-711` N 18'-9" - 0, 1CUPELO ® DINING �N„ ■ 1 I ` VAULT CLG I I / % \\ I------------------------ ■ F I / \ I I S I 11,-1" BRG ` 81_9" B I I ! / ■ 3080 ■ ■VIA ■ i ■ ■ f / ■ ■ ■ I c c77 I 6 _t_t/2'� SH 35 4 16'X7'O D IS SH 35 I EGRESS , „ „ , „ , ,1 -5 3 3 -9 4 -6 8 , , 2 -8 c70 �-, I N ■ ■ ■ ■ 1 ; N - as `wi ENTRY 11'-'O' FLAT CLG AFF OI _ 20 I l'--'0' FLAT CLG AFF ®® O VINYL. RAILING > T&GPINECLG ---�--I TYP. ®® N ■ ■ PEGS i ®■ > ' 21 I ENTRY PORCH B AM CONC LINTE CI FF _ ,., ■ _----------- BTM'O"AFF' - -- - ■ ®■ --TOSET P WALL LEGEND SYMBOL REPRESENTS CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0"AFF INTERIOR SIDE TO PAINTED SMOOTH FINISH EXTERIOR SIDE TO BE STUCCO COATED CMU u ®CMU WALL - W (U.N.O.) BRG. HT. @ 8'-0" AFF 112" GYP. BD. OVER Ix2 P.T. FURRING STRIPS OVER SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL. EXTERIOR SIDE TO BE STUCCO COATED CMU CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-8" AFF 1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL. EXTERIOR SIDE TO BE STUCCO COATED CMU CMU WALL -8" (U.N.O.) BRG. HT. @ l l'-O" AFF 1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL. EXTERIOR SIDE TO BE STUCCO COATED CMU CMU KNEEWALL - 8" (U.N.O.) BRG. HT. @ T-0" AFF BOTH SIDES TO BE STUCCO COATED CMU BRG. PARTITION WALL - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. LTTT� ® BRG. PARTITION WALL - 6" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. CONNECTOR TABLE BfLP80N I UBP tfuic7 ao PASTEKM INIKAMATM ADDITIONAL WOOD TO WOOD HTS20 HTW20 1450 20 10D NAILS TOTAL 2 HTS20 2 HTW20 290C 20) 1pD NAILS EACH STRAP H10A I RT16A 1140 9 100X1-i 2" NAILS TO RAFTER & (8)10D TOP ATE SPH4 6 SPTH4 6 136C 12 10D NAILS TO STUD WDDD TO (bNClitlE META20 1450 7 10DX1-1 2" NAILS & 4" EMBEDMENT TYP FOR HIP JACKS OR 1-PLY TRUSSE HETA20 - 1810 10 10DX1-1 2" NAILS & 4" EMBEDMENT TYP FOR HIP JACKS OR 1-PLY TRUSSE - HTA16 1870 10 10DXI-1/2" NAILS & 4" EMBEDMENT TYP FOR HIP JACKS OR t-PLY TRUSSE HTSM20 HTWM20 1175 8 10D NAILS & 4 t 4"X2-3 4 TAPCONS TYP FOR MISSED STRAPS NO LIMIT 2 META2 - 1985 5 10DX1-1 2" NAILS EACH STRAP TYP FOR t-PLY TRUSSES GIRDERS 2 HE'rA2 - 2500 7 16D NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 2-PLY TRUSSES GIRDER$ - 2 HTA16 2430 (10) 10D NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 1 or 2-PLY TRUSSES GIRD OM CONNS 1DR8 MGT MUGT15 3965 5 8" AIR EMBED 6" & 22) 105 NAILS TO WOO ADD 4" TO EMBED FOR LINTEL BEAMS HGT HUGT 9790 (2)3/4" ATR EMBED 10" & 82 116 FOR HGTI 10D NAILSADD 4" TO EMBED FOR LINTEL BEAMS FGTR - 5000 2 1 2"X5" ITEN HD & 18 SDSt 4X3 TO WOOD MAY BE FGTRHL R 3850 MAX UPLIF 2 FGTR - 9400 2 1 2"XS" TITEN HD & 18 SDSt 4X3 TO WOOD EA AY BE 2 FGTRHL R 7200 MAX UPLI HTT4 HT74 4235 5 8" ATR EMBED 6" & 18 16D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HT75 HTT5 5090 5 8" ATR EMBED 6" 8r 26 16D NAILS TO WOO ADD 4" TO EMBED FOR LINTEL BEAMS HDQB-SDS PHD8 7630 7 8" ATR EMBED 12" & (20) 3" WOOD SCREWS 3 1/2- MIN WOOD MEMBER HHDQ11-SDE UPHD9 11810 1" AIR EMBED 12•' & 24 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER HHDO14-SD UPHD14 13710 1" ATR EMBED 12" & 30 3" WOOD SCREWS 1 5 1 4" MIN WOOD MEMBER MBHA L NFMXXU 3165 3 4"X8" ATR EMBED FACE & TOP (112- TOP FOR FM NGINEER TO SPECIFY USAGE ON PLANS RPS22 I KRPS22 1720 (8)16D NAILS EACH END NOTCHEq PLATE REPAIR AT EACH PLY G8d3K WM 1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (1) 10DX1-1/2" NAIL FOR EA 100 LBS OF UPLIFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HTSM20/MTWM20 1-1/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 1175#. FOR UPLIFTS TO 3965# PROVIDE MUGT15/MGT 3) WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR 1-PLY TRUSSES, ADD 24" MIN 2X SCAB TO TRUSS CHORD 4) REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE POST SCHEDULE MARK THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12' P 1 POST o L STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/l'RUSS AT TOP W( (2) SIMPSON "HTS20" & AT BOTTOM W/ (1) SIMPSON "HTT4" PE0. MANUFACTURER'S RECOMMEINDATION$ FOR NAILS AND BOLTS. NOTE FOR 26 WALL USE 2x6 STUDS THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" P-2 POST O.L. STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP W/ (1) SIMPSON "VGT• & AT BOTTOM W/ (2) SIMPSON "1174" PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE. PAD TRUSS AS REQUIRED 0 TOP TO ALLOW FOR TRUSS CONNECTOR NOTE. FOR 2x6 WALL USE 2.6 STUDS i140 2x4 STUDS NAILED TOGETHER WITH led NAILS EACH FACE AT 12" D.c. STARTING AT 6' FROM ENDS; ATTACH TO GiRDER/TRIISS .AT TOP P-3 POST W/ (2) SIMPSON "MTS20" &.AT BOTTOM W/ (1) SIMPSON 11174" PER MANUFACTURERS RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL USE 2x6 SILOS A T) SQUARE FOOTAGE LIVING 2,012 GARAGE 440 ENTRY 97 LANAI 136 TOTAL 2,685 LIVING G.F. +/- 16,786 WINDOW/DOOR CHART _ KEY LARGO KR ROUGH OPENING SIZE UNIT DIMENSION QTY WINDOW/DOOR W H W H UFACTOR SOLARHEATGAIN (INCHES) (INCHES) (INCHES) (INCHES) 13080 ENTRY 20468ATHERMA TRU 38-3/8 98-1/2 37-5/8 98 0.14 0.01 12068 20468.4 THERMA TRU 2a3/8 82-1/2 25-5/S 82 0.14 0.01 18068 BP SGD FL 11103.1 IMPACT CWS 97-3/4 803/4 95-1/2 79-1/2 0.33 0.26 2 SH35 FL 16177.1 IMPACT CWS 53-7/8 63 53-1/8 163 10.3 0.21 2 SH H32 FL 16177.11MPACTCWS 27-1/4 26 26-1/2 26 0.1 0.21 3 SH25 FL 16177.11MPACTCWS 37-3/4 63 37 63 0.31 0.19 MIR $ LMJU W A T E R - AI R - LA'S! R_r 1040 Harbour Drake Dr. chrisbeers@byu.net 941-628-0635 Punta Gorda, Florida 33983 fax 413-687-9013 SEP 2 7 2019 CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO. 64594 A!6io io;h Every etfr.•rt is r,lacle to ensure die accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. L, 1 ems" �py B1 '`EST ' x 3V1 DESIGN I STU Dza Residental CAD Draffinci 3D Ren e�nn s ,rap—� I�icDesignnervi es,. Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 www.bl uestreamdesignstudlo.mm CADOr biuestreamdesignstudio.rom J LIJ V LLn J Z -.I u. Q LU Ln Cl � In I.- �O It's CL e ) i I nay sI f- I- Aug 1 1 "9tt�H jakN - � I '4 t Design and layout or concepts for this design were provided to BTuestream Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. DATE 9/27/19 DESIGN BY: LBE CHECKED BY: TMB JOB NO. key largo kr.dwg REV DESCR?PrION 1 Pt E/25/19 2 P2 07/02/19 3 P3 07/18/19 4 4 09/27/19 5 7 8 w CEIV SEP 3 0 2019 Permitting Depa St. LUcie Count �V O -U J cu o W Q;Q SHEET A2 e FLOOR PLAN 1/4" = 1'-0" 30F8 En .rrlent /, FL ELECTRICAL DEMAND CALCULATION I GENERA AL LIGHTING na 3 VA/FT = 3 VAX 2012 6036 VA j CIRCUITS DRYER WASHER DISPOSAL REFRIGERATOR WATER HEATER RANGE FANS 5@240 EXHAUST FANS4@240 OH GARAGE DOOR OPENER GARBAGE DISPOSAL WELL, PUMP POOL & IRRIGATION 10,000VA @ 100Yo IAINDER @ 40% - HEAT @65% VERIFY ELi D SERVICE 4500 VA 5000 VA 1500 VA 1500 VA 400 VA 1200 VA 4500 VA 12000 VA 1200 VA 960 VA 600 VA 480 VA 0 VA 0 VA 39876 VA 10000 VA 11950.4 VA 15000 VA TOTAL 36950.4 VA 240 VOLTS 153.96 AMPS USE 200 AMP SERVICE ELECTRICAL LEGEN➢ ELECTRICAL SYMBOL Ceiling Fan Light Combo Rough -la f-1 \t �r recess can It 93 :recess can It vapor proof exterior light 01 standard Light Fluorescent 1"-====H A .? isconneet —� AC unit function 220V m Disposal Outlet Exhaust Fan Outlet 220 V �t@t" Prewire For GDO GDO Range J I I OV & 220V outlet v➢fvmuo. cable tv outlet dishwasher outlet JI10v ��m11M dryer 220V outlet electrical meter electrical panel r—h tigiSt { } ouYdet outlet gh outer wp dIWP pull chain light push button gdo 4 refiigerator outlet smoke and co detector s�o spI}t receptacle swtcIs E switch 3 way 3 telephone outlet Ph washer outlet W1 water heaterjunction 220v wall mounted 03 1 light Virl� Although every effort is made to ensure the accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. '-F, L BLUESTR a .0DESIGN j IS` UDIO t Resid_ental CAD Drafting y - - 3D Renderin ®-�r'p ac Jes-cm —ry t.'es Port Orange, Fl (386) 256-8978 Port Charlotte, Fl (941) 275-9931 www.bluestreamdesignstudio.com CAD@bluestreamdeslgnswdio.mm ---------------------------LU G J 1 I 1 I 1 FANLIGHT t I r` 1 t INSTALL LIGHT I q- ---� ONLY ; J U- 1 OUTDOOR ` r ' • �` 1 SHOWER STD J i U HEIGHT �� rr I 0 J I r l 1 I Ln � tr1 2 kCESS S110WER n i FANLIGHT . r � �J KNEEWALL IGLAW ABOVE --------------- 1 i \ FAN/LIGHT rl r \ t r r r \ J ; \ \ \ \ \ \ \ c \ \ \ \ \ \ \ \ / r r rr r r / i i r / / r / so o / / / / / GF1 / / I / / / I 1 / / I I ®iiLinl C7 MOYE s„Eu C .1 t- n FAN/LIGHT t, \J n so®co 1 t t<11 , �J FANLIGHT r __ I � ,22" I ATTICACCESS I IL=EIREb LO 'fFl ------ FIELD LOCATE METER & PANEL r---- ------ -- - ----- - -----------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I GFI 200 AMP UNDERGROUND ELECTRIC SERVICE ALUMINUM METER SIZE SERVICE 200 AMPS L_r •= 11nw1 2" PVC 200E pAI(MEPR CONDUCTOR SIZE 2/0 CU GROUND PANEL PER METER CAN ONLY CODE #4 Bare copper to steel of fool e CONST. TYPE RESIDENTIAL with one ground rod 6' away 200 AMP PRIMARY SERVICE BY POWER `ELECTRICAL RISER NTS t/C NSC. �I #14 COPPER TO LIGHTS & OUTLETS 010 COPPER TO WATER HEATER #8 COPPER TO RANGE 1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS 2. 200 AMP SERVICE 3. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER CO. 4. SMOKE DETECTORS ARE REQUIRED 5. CARBON MONOKIDE DETECTORS AS REQUIRED 6. FIELD VERIFY RECEPTACLE LOCATIONS 7. ALL RECEPTACLES NOT REQ'D. TO BE GFI SHALL BE ARC FAULT PROTECTED PER NEC 210.12 8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC 406.11 ARC -FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION 9. RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDA ENERGY CODE 606.1.ABC. 1.2.4, PRODUCT APPROVAL (TOTALY ENCLOSED) 10. DISHWASHER OUTLET TO BE UNDER SINK FOR ACCESS 11. EXHAUST IN BATHROOMS EXHAUSTED DIRECTLY TO OUTDOORS 12. WIRE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET 13. KITCHEN OUTLETS TO BE GFI 14. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS 15. ALL LIGHTING FIXTURES, RECEPTACLES AND LIGHT SWITCHES MUST COMPLY WITH ART. 410 OF NEC 16. W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR 17. WIRE FOR GARAGE DOOR OPENER 18. ALL SWITCHES WITH DECORA ROCKER 19. WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVE MUST BE HOME RUN 20. IF NEC, PREWIRE FOR MIN SEWER ALARM BOX OR DOZER SEPTIC SYSTEM (FIELD VERIFY) 21. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY BATHROOM DOOR 22. ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS 23. ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELL CHIMES 24. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS, INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE CHANGES WITHOUT DOCUMENTS Design and layout or concepts for this design were provided to Biuestream Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. DATE 7J23/19 :DESIGN BY: LBS CHECKED BY: TMB JOB NO. key largo kr Perrr REV DESCRIPTION I P1 6%25119 2 P207/02/19 3 P3 07/18/19 4 S 6 7 8 t Set.dwq SOPUL G� Q —s LU < -j F.C'C,\E GG zCO N O 0ZF G v 0 > �Sa SHEET A3 ELECTRICAL SCALE: 1/4" = V-0" 1'-1" 5 1 TOP OF WINDOW TO FOAM OUTRIGGERS SHINGLE ROOF `+�Wi �hhyyJ K'fSw 'S-:.'pipg�: 1� ; FRhQNT.T�'LEVATT0N TEx'IURE -d € PP STUCCO 4 = 1-0 FINISH rinsh LE I T EELEVAMN. f 1'9 IMY ENTRY PORCH BEAM (1) CONC. LINTEL W/ 1 COURSE BLOCK ABOVE SET BTM (7a 9-9" AFF TOP @ I F- - AFF ENTRY PORCH BEAM (1) CONC. LINTEL W/ 2 COURSE BLOCK ABOVE SET BTM na. 9-1" AFF TOP @ 11'- " AFF awl wr� 1110MIMM 0 ICI ICI ICI ICI ICI _ � ICI ICI ICI ICI Imo) ICI ICI ICI ICI ICI SHINGLE ROOF VINYL RAILING INSTALL PER MANUF. SPECS (TYP.) 12 5� STUCCO FINISH SHINGLE ROOF FAUX CUPELO 0 P TYP " ox TOP OF WINDOWS TO FASCIA=11-3/16" +/- i •r' I1'-I" Truss Bearing (Entry)7 T ilk 8'-1" Tnzss Betuinu Main ' . TEXTURED ...', STUCCO 4. 0'-0" Finish Floor Finish Grade '.,, . ' ., .,• ;,. `. .. ... R ELEVATION l SCALE: 4H = 11-011 s Finish F Finish Grade ROOF VENTING CALCS PER FBC R806 TOTAL ROOF AREA 3168 VENTING REQUIRED 3168 SF X 144 SQ IN/SQ FT X 1/300 SQ IN VENT/ SQ IN ROOF = 1521 SQ IN 10.56 SQ FT VENTILATION REQUIRED 40% MINIMUM IN UPPER ROOF = 4.224 SQ FT REQUIRED ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENT AREA =.72 SQ FT/4' VENT 6 TOTAL REQUIRED WITHIN T-0" OF MAIN PEAK = 4.32 SQ FT REMAINDER TO BE ACHIEVED WITH VENTED VINYL SOFFIT 10.56 - 4.32 = 6.24 SQ FT REQPD AS PER MAN LIF. SPEC'S VENTED VI NYL SOFFIT IS 6.2 SQ I N/U N FT =.043 SQ FT PER U N FT. TOTAL SOFFIT LF= 237X 0.043= 10.19SF END RAIL ON kJD Emu b 4rv.'x.• .. t§ x.x ti'. . TOP OF WINDOWS TO FASCIA=IF3/16" +/- W/2X4 END RAIL fV av''lkil i''' h fe � YYIa,1hr j. .I- ', at YfigLYy{.,b••V.IW♦rfM lY�'�( 'h+f� .p�uN1,N �,P Al ,'.' yvN•k� t KAys`£. t 1: REAR ELEVATION SCALE: 411 = 11_011 FLORIDA BUILDING CODE RESIDENTIAL 2017 STH EDITIO BASIC WIND SPEED: 170 MPH RISK CATEGORY: 11 NOMINAL WIND SPEED (vastd): 132 MPH FLOOD ZONE: ZONE X INTERNAL PRESSURE COEFFICEINT: +t-0.18 EXPOSURE CATEGORY: C STRUCTURALFORCES: FLOOR LIVE LOAD: 40 PSF ROOF LIVE LOAD: 30 PSF FLOOR DEAD LOAD: 30 PSF ROOF DEAD LOAD 29 PSF ROOF SLOPE: 5/12 COMPONENTS AND CLADDING DESIGN PRESSURES ZONE 1: +23.3/.37.0 ZONE 2: +23.3/-84A ZONE 3: +23.31.95.2 ZONE 41 +40.31.43.7 ZONE S: +40.3/.54.0 WINDOWS AND DOOR WIND PRESSURE DESIGN LOADING WINDOWS: +39.8/-43.2 DOORSd +38.21-41.6 GARAGE DOOR. +34.21-41.7 MEAN ROOF HEIGHT: 13 FEET SHINGLE ROOF 99 MIR V $It ir. 7 1040 Harbour Drake Dr. chdsbeers@byu.net 941-628-0635 Punta Gorda, Florida 33983 fax 413-687-9013 4,o`Q*�pF ESSj�N%,, * p H E R • •'9 '• STATE OF ORID 94„*111S�;R``�` ` CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO. 64594 A Lhough every effort is made to ensure the accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. gg TNEM DS DESIGN STUDIO Residentai CAD Draftfnn D Ren_ f "•rnhicg—o e�rvl - t') Orange, FI ( =86) 256-8978 l'�Charlotte, FI (941) 275-9931 www.bluestreamdesignstLidio.com CAD@bluestreamdesignstudio.com a Mm Lu � M yz -, L D.3 03 ® F Ce 1 5 a0- JM Design and layout or concepts for this design were provided to . Bluestream Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. DATE 9/27/19 DESIGN BY: LBB CHECKED BY: TMB JOB NO. key largo kr.dwg REV DESCRIPTION I PI 6125119 2 P2 07102/19 3 P3 07/18/19 4 P4 09127/19 E 7 RECEI34SEP 2 Permittig Den St. Lucie CO LJl- I LLI 0 z t < �:ix VI'�' vVic Q LLI SHEET A4 ELEVATION I a SCALE: 1/4" = V-0" 5 OF ED >,rtment Ity, FL *c"� o-�a{r � s ♦w#'F'"'♦s�+ # # s�i#i#��aw.{ t4`wi 'ao♦ t#i�+4eS,vs+'###s.�w#r a�10.4tw#* d Mt, t '4 � t o +car: �1 ♦?,*-die s♦#t�/.. Lbw d 4 { i14 t�#..�C 1 4'# k}. ✓ {w,�# Ili y#,j.t n ♦ a e -#♦ ♦ { w1T t"fln #�i n-tka,�,, 11y�� / i Y i �♦'�# #�. ♦itiwr 4tY'�C}y;#� �M�♦� k y KEY AREA EDGE FLB1:,37 FASTENER TONE t 4" fi" 8d RING SHANK ZONE 2 4" 6" 8d RING SHANK 7-7— ZONE 3 4" 6" 8d RING SHANK *ZONE 3a 4" 6` it8 i 1-HETA20 nt CONNECTOR TABLE- _r.s___ 'RYN' ._e_ � i�.�i-sue �-�-- F 50pW N9fltlCll - Wal HTS20 2 HTS2i?T H4 SPJ6 8 RPS22 HETA16 ,, HTW20 1310 i (24) 100 x 1 1/2- N—�-- AILS TOTAL 2+ PLY TRUSSES USE 20 10D NAI S 2 HTW20 2620 1 (14) IOD X 1_1,�2" NAILS EACH STRAP 1 2+ PLY TRUSSES USE 20 10D NAILS SPTH4 6 8 - 72 10D z 1 112" NAILS TO STUD -- - ---� C ) KRPS22 1790 8 16D X 2 ?L2" NAILS EACH END, SEE GENERAL NOTE-4 NOTCHED PLATE REPAIR AT EACH PLY - ?81U! (9) 10DX?-i/2" NAILS & 4" EMBEDMENT TYP FOR 1 OR MORE PLY TRUSSES t= �2 HETA16 - 1920 (10) 10DX1-'./2" NAILS & 4" EMBEDMENT EA. STRAP_ TYP FOR 1 PLY TRUSSES U2? jETA16 - HTA16 2365 1R;0 _(12) 161) NAILS & 4" EMBEDMENT EA. STRAP �9�tODX1-1 2:NAILS & T EMBEDMENT TYP FOR 2 OR MORE PLY TRUSSES TYP FOR 1 OR MORE PLY TRUSSES t= _ j2 HTA16 2430 9 IOD NAILS & 4" EMBEDMENT EACH SWAP OFFSET CONCRETE EMBEDMENT 3 4" MIN II DETAL20 -- 2480 18 IODXi-? 1"NAILS & 4 1 2" EMBEDMENT TYP FOR 1 OR MORE PLY TRUSSES tt ' HTSM20 - HTVM20 1110 t0 t0D x 1 1 2" NP.ILS & (4} 1/4° X 2-1 '4" TAPCON' lTO TYP FUR MISSED STRAPS NO QTY LIMIT MGT MUCT15 3965 5/ 8" ATR EMBED 12" & (22) 101) NAILS WOOD MIN WOOD MEMBER 2 2X, SEE NOTE 5 hGT HOOT_ 9790 2 3/4".AIR EM@ED 12". (800 HUGT, (16)106 FQR HG EMBEU DEPTH 16" INTO LINTEL BEAMS FGTR-----1 4725_ 2 31TEN HD de (t6} SDS 1L4X3 TO WOOD MAY BE FGTRHL R 3635 MAX UPLI 2' FGTR _ --^ 8835� S"2"XS" 2 ? X5" 11TEN HD & IS SOS 1 4X3 TO WOOD EA MAY BE 2) FGTRHL 6800 MAX UPUr HTT4 HTT4 4235 5/8'ATR EMBED 8 & (18/16D x 2 t 2" NAILS ADD 4" TO EMBED. OR LINTEL BEAMS HiT5 5090 5 8" ATR EMBED 8" & t26)16D x 2 1/2- NAILS —L— ADD 4" TO EMBED F LINTEL BEAMS HDQBSD-SDS HHDQII-SDS _HITS PH08 UPH09 _ 7530 11810 ----- --- /B - EMBED 12" & (20) 3" WOOD SCREWS 1" AIR EMBED 12" M, 24 3" WOOD SCREWS 3 i 2" x 3 1 2" M-N WOOD MEMBER 3�2" x 5.1 2" '_N WOOD MEMBER 'kU014-SOS UPHDIC 13710 1' ATF2 EMBED 12" & 3q 3" WOOD SCREWS 5 1/2" x 5 1/2" }14 WOOD MEMBER MBHA I NFMXXU R=5330 -=3475 �_ /44"ATR EMBED 6 3/4" FACE & TOP, 1/2" TOP FOR N IF BUCKET F? SKEWED R=5330 & U=239' f(J F H > 7 1 4" 1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. EACH NAIL = 100 LES. 6 NAILS MIN REQUIRED AT EA NAILED CONNECTION. 12) MISSED STRAPS PROVIDE HT9M20/MTWM20 1-1/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 1110p. FOR UPLIFTS TO 3965# PROVIDE MUGT15/MGT - NO LIMIT TO NUMBER OF MISSED CONNECTORS ALLOWED 3) REPLACEMENT OF CONNECTOR ON PLAN NAI"H EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE 4) IF TRUSS BEARS ON WALL BETWEEN CUT AND ADJACENT WALL STUD THEN ADD WALL STUD "THIN 1" OF CUT 5) FOR SINGLE PLY SCAB TO MATCH 2X SYP�2 IN/ IOU COMMON$ 4" OC STAGGERED. TRUSS HEEL HEIGHT 36" OR MORE PROVIDE. 36" VERTICAL SCAB. HEEL LESS THAN 36" PROVIDE 36" TOP & BOT CHORD SCABS AND FULL VERTICAL SCAB IF APPLICABIJ= o CJ- Max Uplilt 3= 16(LC 1), 2=116(LC ❑ M 'S✓, U iJ 0 U 8 16- 4" CJ Max Uplift 3=-16(LC 1), 2=-116(LC N N N N U Lu w w w CJ Max Uplift N04 Max Uplift 6=-625(LC 5), 2=535 %(LCl' Max Uplift 6=-253(LC 9), 2=270 y GO 8'-1"CLNG a GO = `' 14' 0 1/2" Max 12 14' 0 1/2" Max Uplift 5=-343(LC 12), 2=-248(LC 12 Max Uplift 7=-1953(LC 8), 2=-1232(LC 8 2 PLY n 4—LE— Max Uplift 3=-163(LC 12), 2-142(LC 12 Max 12), 5=-2: a J 1-HETA20 51' 0" 14' 0" U U w 'w ul Max U((lift�)112 2=-1211I11LC 12). LC 8 IIII Max UplI 5=-388(LC 9=442(LC 8 N u q Max Uplift 2=-2 L 27), 13=-491(LC 9), 8 8), 5=-921C 5' CLNG ex Uplift 2=-242 LC 12), 11=-467(LC 13), 01w, AV I F, 11111 WE hill Woo 61 1.4 I�� dill .i `u ONE in, I' .... l��N�`_I t • : t lm 7 �•. w w Max Uplift AII'doll't 100 lb or less at joir#(s) U E:lY Uplift 3=-16(LC 1), 2=-116(LC 8 lax Uplift 3=-65(LC 12), 2=-121(LC 8 3 1 m m in On In m m U U U y, 6 excepi 2=-1 U41LV b), a=-1U6(LC 9 10=101(LC 12 13' 4" 8' 2" 8' 6" 1' 8" 168" I1-HETA201 20 2'0 2- 0" 20 20 20 U L) J L) J M N N N I m O U 0 J J U U J 0 O ^v0ZT v IT o EL a n n m m m g 2 8'-l" BRIG WALL 1-HTS20 FR ME CUPOLA 6(LC 1). 2=-116(LC 8 Max t� 19' 4" Max Uplift 9=-399(LC 12), 2= 8'-l" CLNG Iv ax Uplift 9=-399(LC 12), 2= ATTICSTORAGE IV ax Upiift 10=-331(LC 12), ax Uplift 3=-te CJ3 Max Uplift 3= CJ5 Max Uplift 3=-1 EJ6 EJ6 EJ6 Max U 2=-13 EJ6 EJ6 EJ6 EJ6 EJ6 E.16 EJ6 EO C01 CO2 CO3 C04 C05 LC 1), 2- 5(LC 12), .8(LC 12) lift 3=-15 (LC 8 ih 0 116(LC 8 =-121(LC 8 2=-126(LC 8 (LC 12), 1-HETA20 12 12 12 2 12 C07 Max pliiq-352(LC 9), 2-74(L 12 r} M plin 6 431(LC 5), 2=414( C 8 C08 Max Uplift 7 37(LC 5), 2-996( C 4 c09 Ciai& Uplift 3=- 28(LC 12 , 2=-126(LC 8 Max Uplift 3=- 5(LC 12),=-121(LC 8 50 CJ3 Max Uplift 3=- (LC 1),-116(LC 8 2= 13 C 8 PROPOSED ROOF PLAN 5/12ROOF PITCH,12"OVERHANG,PLUMB CUT FASCIA SHINGLE ROOF NOTE: GC TO VERIFY ROOF PITCH, OVERHANG AND ROOF FINISH /�7xI7♦�"I� An i UU 4r O" i. . CJ1 3 CJ1 IV IL W A T E R APR - LAND 1040 Harbour Drake Dr, chrisbeers@byu.net 941-628-0635 Punta Gorda, Florida 33983 fax 413-687-9013 pF ES .. S/a N *� aVIA rq ;fU SO; r'; STATE OF =s ' 0 ' �' JUL 2 3 2019 '.B 0 R I0. 'ice.: 94 * S\3 ` CHRISTOPHER D. BEERS, P.E. ttt ` FLORIDA LICENSE NO. 645941 Although every effort is made to ensure the accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestrearn Design Studio will not be held liable for any errors or omissions on these plans, Port Orange, A (386) 256-8978 Port Charlotte, FI (941)275-9931 Design and layout or concepts for this design were provided to Blue -stream Design Studio by the builder shown. Any similarities to otber plans or blueprints is solely the responsibility of the builder. Plans may net be reproduced or copied without the express written consent of the Builder shown. DATE 7/23Ji9 DESIGN BY: 1-138 CHECKED BY: TM8 TOB No. key large kr Per t Set.dwg 13a�/nommooliOL41 1clo UL �® a ® < v LX vu —<' 09 Z Off' <d- pCo GG� SHEET A6 ROOF PLAN SCALE: 1/4" = 14-0" 6OF8 IF OVERHANG EXCEEDS 24" INTERMEDIATE BATTENS ARE REQUIRED 12" O.C. OVERHANG DOES NOT REQUIRE BATONS IF 12' OR LESS PRE-ENGINEERED WOOD TRUSSES WITH GALV. BEARING PLATES NOTE: LANAI AND ENTRY PORCH CEILINGS ARE STUCCO FINISH C[OMPOSI{TE SH)INGLES ON #30 FELT OVER A� U N M "RIP EDGE CRI GSrD§�NK NAILSHEATHING AT 6" O.C.__ W/8d 20 sE (IN" THROUGHOUT ATTACH WITH ROOF NAILS AT 12 O.C.' STAGGER WITH, `-, FASCIA NAILS 12"OVERHANG 26 GAUGE (MIN.) ALUMINUM FASCIA OVER 2x4 END RAIL; ATTACH / 2x4 TO TRUSSES WITH (2) 12d, FACE NAILED ° ATTACH FASCIA WITH ROOF' / 1 NAILS AT 12" O.C.; STAGGER DRIP EDGE NAILS 11 PREFINISHED PERFORATED 6 u ,*— VINYL SOFFIT- ATTACH �, TO WALL WITH "T"" CHANNEI_� (•- USING "T-NAILS" AT 16'! 5/8°" LENGTH) AND TO FASCIA BOARD AND BA-ftEN WITH 0"12" DIAMETER, 1-1/2" LONG, SMOOTH SHANK NAILS I E,, ' ROOFING COIL NAILS) 12°O.C. HURRICANE STRAP @ EA. TRUSS; ALL STRAPS TO TRUSSES SHALL BE AS DESIGNATED ON PLANS VERTICAL REINFORCING - SEE PLAN FOR LOCATIONS" 1- #5 RE -BAR TYP. UNLESS NOTED, FILLED W13000 PSI CONC. STD. 900 HOOK TOP & BOTTOM MIN. 25" LAP. PROVIDE INSPECTION HOLES. WINDOW 8'"x8"x16" CONC. BLOCK — DECORATIVE _- CEMENTIOUS COATING (1) COURSI 9" BLK GPADE SHALT- BE '—'' •-_---, 'v4it BELOW FINISH ``�... FLOOR LINE WIRE LATH 5/8 " thick stucco(horizontal application) and 7/8" thick stucco (vertical application) 3/8" hi -rip lath wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members BAFFLE/VENT ( INSULATION R-30 OR PER ENERGY CALC'S — 5/8" DRYWALL OR 1/2" CD. BOARD CLG, SINGLE 8" U-BLOCK WITH (1) #5 RE -BAR TOP CONTINUOUS IN EACH U-BLOCK BLOCK FILLED INJECTED FOAM INSULATION R-9 ' DRYWALL OVER P.T. WD. FURRING WOOD BASE 4" CONC. SLAB, 3000 PSI, W/ FIBERMESH OR 6X6X10/10 WWM ION A 6 MIL VISQUEEN VAPOR BARRIER W TAPED & LAPPED JOINTS, OVER TERMITE TREATED, WELL COMPACTED EARTH 16"W X 16"H CONC. FOOTING 10/(2) #5 BARS CONT. \\i�\\/\\j�\�\\ ' FILL MUST BE CLEAN AND (OR AS NOTED ON FND PLAN) COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED TV D I I' A l IAI A I 1 (Z P: rT 1 t') K1 PROCTOR MAXIMUM DRY DENSITY NOT TO SCALE i TRUSS CONNECTOR NOTES: 1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP AT EACH TRUSS TO TIE -BEAM CONNECTION, I UNLESS NOTED OTHERWISE. L_�— R703.4 Flashing, I Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water iinto the wall cavity or penetration of water to the building structural framing components. Self -adhered I membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings must be installed. Sher -Crete flexible concrete waterproofer or equal. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714 I---1X2 P 7. FURRING, IQ" DRYWALL I 1x2 P.T. FURRING ,•-,,.-•WINDOW FRAME ATTAGH TO CONC, BLOCK .-- 7HROLIGH NJOOD 1NINDOVJ �—� BUCK W! 3/16" X 2-3/4" TAPCONS. •.,� FILL ALL HOLES. 1-U4" MIN EMBEDMENT ~ 1---,1X4 P.T. WINDOW BUCK ATTACHED W/ 1-1/2" "T" NAILS @ 18" O.C. VERT \-TYP,STUCCO WINDOW ATTACHMENT DETAIL NOT TO SCALE SIMPSON HEIA18 EACH END OF EACH BEAM PROVIDE SIMPSON HTS20 HURRICANE TIE AT EACH TRUSS CONTRACTOR TO FILL LAST CELL SOLID WITH CONCRETE AND _ (1) #5 BAR VERT. FOR FRAME WALL ATTACHMENT 2X STUDS SEE WALL SECTIONS FOR APPLICABLE WIDTHS AND STUD SPACING 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING CODE RESIDENTIAL 1/2 X 8 WEDGE ANCHORS @ 32 O.C. — W/ (2) WASHERS & NUTS MASONRY TO FRAME B SEE FLOOR PLAN FOR BEAM SPEC, BEAM - SEE FLOOR PLAN FOR SPECS TYPICAL BLOCK WALL ALTERNATE HOLDOWN: USE (2) SIMPSON MSTAM24 WITH (9) 1 Od AND (5) 1/4"x2-1/4" TITENS ENTRY CMU COLUMN/HEADER NOT TO SCALE f TYP. STUCCO FILLED BLOCK 1#5 =e a STRAP DBL TOP PLATE TO EA. STUD USING SIMPSON SP STRAPS. ADJUST THE STRAP SIZE TO MATCH STUD WIDTH. CONCRETE FOOTER ING WALL CONNECTION IF - HEADER AT Ri 1X8 P.T. DOOR BUCK ATTACHED W/ 1-1/2" "T" NAILS @ 4" FROM EACH END AND 18" O.C. (SINGLE LEAF) & 12" O.C. (DBL LEAF) BRICK MOLDINGS HINGED SWING DOOR NOT TO SCALE (4) 10d EACH SIDE OF 2x4 TO BEAM 7` I Od AT 4" O.C. BOTH SIDES SUPPORT COLUMN BUILT-UP 2x4's OR 4x4 POST i III i' (2) SIMPSON HETA18's W/(10) 16d EACH TO 41 :" POST F I . I ,r • TIE BEAM I ° BEAM - SEE TYPICAL SECTION AT BLOCK WALL TAPCON SCREWS #10 X 3" @ 16" O.C. OR 1/2" DIM. X 5-1/2" LG. REDHEADS W/ 2" DIM. X 1/8" WASHER STUD ALONG BLOCK WALL TO BE P.T. (4) SIMPSON STRAP LSTA15 FASTENED W/ (12) 10d NAILS EACH GENERAL NOTES: 1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-0- - VERIFY ACTUAL ELEVATION WITH THE ENGINEER'S SITE PLAN 2) CONTRACTOR SHALL VERIFYALL DIMENSIONS AND DETAILS AND SHALL NOTIFY ENGINEER IMMEDIATELY OFANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 3) ALL MATERIALS, EQUIPMENT, CONNECTORS, AND WORK SHALL MEET OR EXCEED THE DESIGN DATA AND COMPLIANCE CODE CITED. 4) ENGINEER 15 NOT RESPONSIBLE FOR ANY SUPERVISION DURING CONSTRUCTION. 5) THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OF ALL ROOF, WALL AND FLOOR SYSTEMS ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER. 6) THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY APPLIED TO STRUCTURE THE ARCHITECT ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION] UNLESS THE CONSTRUCTION METHOD AND BRACING ARE INCLUDED IN THE PLANS AND SPECIFICATIONS, OR ARE SUPERVISED BY THEARCHITECT DURING CONSTRUCTION. 7) ALL MODIFICATIONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER. 2" X 12" WOOD BEAM -4"X4" WOOD POST CENTERED ON CBS WALL CBS WAL POST CONNECTED TO CBS WALL W/ SIMPSON ABU44 FASTENED W/ 1/2" X 6" TITEN HD AND (12) 6d NAILS INTO POST WOOD BEAM TO CBS WALL ATTACHMENT NOT TO SCALE -(3) 2 A.B. V/g„ MIN.t IVE3. S 'F C FD ECG. ISED ENTRY/CMU WALL 0�R" '/A`'�"� NOT TO SCALE (4) 1" X 4-112" WEDGE ANCHOR M5 I MINIMUM 2x4 CROSS BRACING (SEE PLAN FOR LOCATIONS) I (3) 12d NAILS PER JOINT CONTINUOUS BOTTOM CHORD BRACING 2x4 MINIMUM CRO S BRACING DETAIL (TYP.) NOT TO SCALE 2 VEf 2X6 BLOCKING FOR 2x6 PT with 1/2' x 7" wedge anchors with BRACKETS —tea / 9 square washers MOUNTING EX JAMB BRACKET FOR EXT. SWING DOOR GLIDE ROD .- 1/2" DRYWALL ATTACHMENT DETAIL 2x6 P.T.S.Y,P.BUCK P.T. FURRING, / -- 1 X2 P.T. Ft s - T9',\TYP. STUCCO S.G.D. ATTACHMENT DETAIL NOT TO SCALE FOIL /'— ' `DOOR JAMB ATTACHED W/ 1/4" X 3-1/2" TAPCONS 7CASING @ 6" EACH END & 18" O.C. (SINGLE LEAF) & T1X2 P.T. FURRING, 12" O.C. (DBL LEAF) 1/2" DRYWALL DOORFRAME ATTACH TO CONC. BLOCK THROUGH WOOD DOOR BUCK W/ 3/16" X 2-3/4" TAPCONS, FILL ALL HOLES. 1-1/4" MIN EMBEDMENT 1X6 P.T. DOOR BUCK ATTACHED W/ 1-1/2" "T" NAILS @ 18" O.C. VERT NOT TO SCALE 16" NOMINAL VERTICAL #5 REBAR (fYP.) i o, a" O CONCRETE FILLED CELL 0 0'" _ 8"z16" CMU 8"X 16" C.M.U. DETAIL NOT TO SCALE I CLIP EACH TRUSS (SEE FLOOR PLAN FOR TYPE) — FRAME OUT TO BLOCK EDGE I I I � I STUD ANCHORING: STUD TO TOP PLATE, 7/16" OSB w/8d i SIMPSON SP4 OR SP2 COMMONS @ 6" ON EDGES & 12" IN FIELD i 2x4 SYP @ 16" O.C. TO 48" HIGH 2x6 SYP @16" O.C. 48" TO 72" IN HEIGHT I I SIMPSON SP4 OR SP1 OR USP TP4X FROM 2x4 P.T. I STUD TO BOT. PLATE I LINTEL .' 1/2"x EANCHOR AT 32"O.C. O.C. Y •; • 8" CMU WALL NEEWALL DETAIL NOT TO SG4LE 1 n' FOOTING AT CORNER ONE 1/2" x 1-5/8" LAG // SCREW PER MOUNTING TRACK BRACKET BRACKET FOR AS PER MANUFACTURER SPRING WEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK TWO (MIN.) TYPICAL GARAGE OR BUCK AND VERTICAL TRACK 1/4" TAPCON THRU 2X BLOCK INSTALLATION D IL N.T.S. INTO CMU; MIN. LENGTH OF 4" GARA E DOOR BUCK INSTALLATION USE 2 6 PRESSURE TREATED WOOD BUCKS ATTACHED GARAGE DOOR SPRING BUCK INSTALLATION WITH k MINIMUM OF FOUR 1/2" 0 WEDGE ANCHORS USE jx8 PRESSURE TREATED WOOD BUCK WITH " WASHERS STARTING AT 8" FROM EACH END OF SUFFICIENT HEIGHT TO AND ACED NO MORE THAN 32" o.c. ACCOMMODATE BRACKETS. ATTACH CONCRETE NAILS AT 4" O.C. GARA E OVERHEAD nnnR rnNNFr.TinN NOT TO SCALE 3ARS PER PLAN w12" MIN I_AP NOT TO SCALE TI LS AND HEAD BUCK ABOVE GARAGE DOOR OPENING; ATTACH CONCRETE NAILS 0 4" O.C. NOT TO SCALE 1040 Harbour Drake Dr, chrisbeers@byu.net 941-628-0635 Punta Garda, Florida 33983 fax 413-487-9013 C!Nge ''% 11 to STATE OF�--- a SEA' 2 7 2M � CHRI STOPHER D. BEERS, P.E. = FLORIDA LICENSE NO. 64594 0 Although every effort is made to ensure the accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and Specifications shown. Hluestream Design Studio will not be held liable for any errors or omissions on these plans. ; AA&il BLUESTRE-AM <@Ds DESIGN STUDIO ®Residental CAD Drafting—� 3D Renearng_s__ Graphic OeslgnmjEes Port Orange, A (386) 256-8978 ! Port Charlotte, FI _ (941) 275-9931 www.bluestreamdesignstudio.com CAD@b!uestreamdesig nstudio.com n sill 1.7 Z�ILL Lu 2� Ln 1-4 trt Design and layout or concepts for this design were ,provided to Biuestream Design Studio by the builder shown. Any similarities to other plans or blue is solely the responsibility of the builder. Plans may not: be reproduced o"- copied without the express written consent of the Builder shown. DATE ._. 9/27/19 DESIGN BY: LBB — CHECKED BY: TMB JOB No. _ key largo kr.dWg REV DESMPTION 1 P16/25/19 2 P207r02/t9 3 P3 07/ 18/19 4 P4 09/27/19 7 8 ■ SEP 3 g 2019 Permitting Depar went St. Lucie Count , FL �0 G� U_ Vo 'i ® J u iJ�S O�Q Da) (D Z� G��GG O i LC I :$(1)0 SHEET S1 SqTRUCTURAL l SCALE: Custom 9 OF R 100 GENERAL. 100.1 MATERIALS 100.1.1 MASONRY UNITS - CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. CMU MATERIALS AND CONSTRUCTION SHALL COMPLY WITH "SPECIFICTION FOR MASONRY STRUCTURES" ACI 530.1/ASCE 6-05/TMS 602-05: PART 2 & 3 100.1.2 MORTAR - SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH ASTM C 270 100.1.3 GROUT - SHALL HAVE ,A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE NTH ASTM C 1019, i SHALL BE IN ACCORDANCE WITH ASTM C 476. 1 ORI 100.1.4 CONCRETE - SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3000 PSI (2500 PSI FOR SLABS) AT 28 DAYS PER ACI 318, SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE PER ACI 318, SECTION 5.10E 100.1.5 REINFORCING STEEL - SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE NTH ASTM A 615, A 616, A 617, OR A 706, 100.1.6 METAL ACCESSORIES - JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS: 1. ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES. 2. ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS, 3. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES. 100.1.7 GALVANIZATION - METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUC- TION AND NOT DIRCTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, CLASS 1. 100.1.8 FASTENERS AND CONNECTORS - UNLESS OTH6WISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE NAILS. FOR EXAMPLE, 8D ® 2 1/2 INCHES LONG X 0.131-INCH DIAMETER. SEE TABLE &BA IN THE NATIONAL DESIGN SIGNSPECIFICATIONS FOR WOOD CONSTRUCTION. E 100.1.8 WOOD FRAME MEMBERS ALL FRAMING LUMBER SHALL BE HEM -FIR, S. PINE, OR S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1800 PSI. ALL LUMBER USED FOR BEAMS SHALL BE HEM -FIR, S. PINE, OR S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1700 PSI. 100.1.8 WOOD LVL BEAM MEMBERS ALL LVL BEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL 0 P AND MODULUS OF ELASTICITY, E SIRENTi, Fb: OF 2,85 PS! A D ELA , OF 2,000,000 PSI. 100.2 MASONRY WORK, GENERAL 100.2.1- ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY SHALL BE FULL HEAD AND BED JOINTS. 100.2.2- BED JOINTS SHALL BE 3/8 INCH (+ 1/8 INCH) THICK. HEAD JOINTS SHALL BE 3/8 INCH (+ 3/8 INCH OR-1/4 INCH) THICK. 100.2.3- THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS SHALL BE PERMITTED TO VARY IN THICKNESS FROM A MINIMUM OF 1/4 INCH TO A MAXIMUM OF 3/4 INCH. 100.2.4- MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND, 9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER. 100.2.5- LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8 INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN NOT EXPOSED TO EARTH OR WEATHER. 100.3 REINFORCING STEEL GENERAL 100.3.1- REINFORCING STEEL SHALL BE NO. 5 BARS. EXCEPTION: WHERE TWO NO. 5 BARS ARE REQUIRED WITHIN THE SAME GROUTED MASONRY CELL OR BOND BEAM, ONE NO. 7 BAR MAY BE SUBSTITUTED. 100.3.2- WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM, THEY MAY BE BUNDLED. 100.3.3- SPUCES SHALL BE LAP SPLICES. 1. NONCONTACTLAP SPUCES MAY BE USED PROVIDED REINFORCING BARS ARE NOT SPACED FARTHER APART THAN 5 INCHES FOR NO. 5 BARS AND 7 INCHES FOR NO. 7 BARS. 2. SPUCE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FOR NO. 5 BARS AND 35 INCHES FOR NO. 7 BARS (40 BAR DIAMETERS). SPLICES OF A NO. 5 BAR WITH ONE NO. 7 BAR SHALL BE A MINIMUM OF 25 INCHES, AND TWO N0. 5 BARS WITH ONE NO, 7 BAR SHALL BE A MINIMUM OF 35 INCHES. 100.3.4- REINFORCEMENT MAY BE BENT IN THE SHOP OR IN THE FIELD IF: 1. ALL REINFORCEMENT IS BENT COD, AND 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, iS NOT LESS THAN SIX BAR DIAMETERS, AND 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONCRETE. SHALL BE PERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN IINCH OF HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH. 100.4 COVER OVER REINFORCING STEEL 100.4.1- FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE: 3 INCHES IN FOUNDATIONS WERE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT MATH THE EARTH; OR, 1-1/2 INCHES FOR No. 5 AND SMALLER BARS, AND 2 INCHES FOR No. 6 AND LARGER BARS WHERE CONCRETE IS FORMED AND WILL BE EXPOSED TO THE WEATHER. IN NARROW FOOTINGS WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMODATE A STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CON- CRETE COVER, THE HOOK SHALL BE ROTATED IN THE HORIZONTAL DIRECTION UNTIL THE REQUIRED CONCRETE COVER IS ACHIEVED. 100.4.2- FOR CAST -IN -PLACE BOND BEAMS WHERE CONCRETE IS NOT EXPOSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 1 1/2 INCHES REGARDLESS OF BAR SIZE, 100.4.3- FOR CAST -IN -PLACE BOND BEAMS WHERE CONCRETE IS EX- POSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE: 1 1/2 INCHES FOR NO. 5 BARS AND SMALLER, 2 INCHES FOR NO. 6 BARS AND LARGER. 100.4.4- REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS .SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR. FINE GROUT OR 1/2 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. 100.4.5- REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUn OF NOT LESS THAN: 2INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER. 1 1/2 INCH FOR MASONRY UNITS. NOT EXPOSED TO EARTH OR WEATHER. 100.5 FRAMING NOTES 100.5.1- ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 15/32' MINIMUM C-D PLYWOOD SHEATHING OR OSB. 100.5.2- ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG DIMENSION PERPENDICULAR TO THE FRAMING. 100.5.3- NAILING FOR ROOF AND WALL SHEATHING SHALL BE (1) 8d RINGSHANK NAILS FOR ALL SHEATHING UP THRU 1/2' THICK AT 6 O.C. THROUGHOUT; AND (2) 10d RINGSHANK NAILS FOR SHEATHING LARGER THAN 1/2" THICK. NAIUNG SHALL BE 6" o.c. AT EDGES AND 12" o.c. INTERIOR. 100.5.4- ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS SHALL BE ANCHORED TO THE ABUTTING CMU WALL NTH (3) 1/2"x6" STANDARD WEDGE ANCHOR BOLTS EMBEDDED IN GROUTED CELLS. THE FLOOR P.T. PLATE SHALL BE ANCHORED WITH 1/2" x 8' STANDARD WEDGE ANCHORS AT 32" o.c. 100.5.5- AT ALL INTERIOR BEARING WALLS, WHENEVER AN UPLIFT CONNECTOR IS REQURIED AT THE TOP OF THE WALL THE CONNECTOR AT THE BOTTOM SHALL HAVE CONSISTENT UPLIFT VALUE. 100.5.6- WHENEVER A GIRDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL BE SUPPORTED BY A MINIMUM OF AN EQUAL NUMBER OF STUDS AS PLIES IN THE GIRDER. 100.5.7- TRUSSES SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, AND SHALL CONFORM 'NTH THE TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED TRUSSES, AND SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY. 101 FOOTINGS AND FOUNDATION 101.1 DESIGN 101.1.1- TYPICAL FOUNDATION DETAILS AND MINIMUM SIZES ARE SHOWN ON THE FOUNDATION PLAN AND THIS SHEET. 101.1.2 A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A REUEVING ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH. 101.2 CONSTRUCTION 101.2.1- THE OUIER BAR OF FOUNDATION STEEL SHALL BE CON71N000S AROUND CORNERS USING CORNER BARS OR BY BENDING THE BAR IN ACCORDANCE WITH 100.3.4. IN BOTH CASES, THE MINIMUM BAR LAP SHALL BE 25 INCHES. 101.2.2- FOUNDATION SIEMWALLS SHALL BE AS THICK OR THICKER THAN THE WALL SUPPORTED ABOVE, BUT IN NO CASE LESS THAN 8 INCHES THICK, AND SHALL HAVE SAME VERTICAL REINFORCING AS THE WALL ABOVE. 101.3 FOOTING DOWELS ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALL FOOTINGS; DOWEL BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION WOOD BUCK STRIPS SHALL BE "ONE BY PRESSURE TREATED WOOD. 'MOTH SHALL BE SUFFICIENT TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME. THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD 1-3/4" NAILS AT 16- O.C. THE BUCKS SHALL BE FINALLY ATTACHED MATH REDHEAD 3/16' TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-1/4" OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE MANUFACTURER'S INSTALLATION DETAILS. PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL 2x4 BLOCKS @ 16" O.C. FASTEN TO LOOKOUT W/TWO HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH 10d NAILS AND CLIP WITH HCLH OR H4 (IF MORE THAN OF THE JOINT. 12" OVERHANG) OTHERWISE TOE NAIL W/T1N0 LOIN NAILS TO GABLE TOP CHORD ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION USE USP HCLH for L) OR SIMPSON WOOD BUCK STRIPS SHALL BE 'ONE BY PRESSURE TREATED WOOD. MOTH SHALL BE SUFFICIENT 2x4 LOOKOUTS H4 CONNECTOI AT ALL ENDS OF CROSS BRACING - DO NOT TOE NAIL TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME 24" O.C. (TYP.) THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE MATH CASEHARD 1-3/4' NAILS AT IS- O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16- , - TAPCONS THROUGH 7FiE DOOR FRAME WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1 1 4" OF ( ) / UPT02 O.H 2x4"T-BACK" BRACIN PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE "X" BRACING 4) MID TALLE MANUFACTURER'S WSTALLITAN 80 SGL. CYLINDER DE BOLTSLAB SHALL TITAN EQUIVALENT) W/ T FROM POINT REGA AND AT QUA LESS OF HEIGHT R POINTS IF JAT THAN 48"FASTEN / ' SE B TIT TOP -1 SLAB. LOCKSET SHALL BE TITAN SGL CKS F L NT) W/ -3/8' (OR EQUIVALENT) W/ 2-3/8" BACKSE HEIGHT IS 3' R MORE; Od NAILS @ 6" 0. /2- /8- . O 44-1 /2' FROM TOP OF SLAB. USE 4-1/2- % 1-5/8" WOOD LOCK BLOCK O EACH LOCK PREP. EXTEND BA 3 BAYS GENERAL NOTE FOR OPENINGS: HARDI SIDING OR USE USF H4 CON] W000 MEMBERS THICKER THAN THOSE SPECIFIED MAY BE USED AS LONG THE LENGTH OF TEXTURED CEMEN ON METAL LATH & INISH LT BRACINI IO THE 3/16" TAPCONS IS SUFFICIENT 70 OBTAIN A MIN. OF 1-3/8" PENETRATION INTO THE CMU OR TYVEK ✓?< 1/2" P OOD ` OR TE BEAM. W/ NAIL PRO 2x.07 @ 6" O.C. ' 2x4 BLOCKING @ 48 PER ASTM C1063 ABLE END TRUSS FROM GABLE END BA TYPICAL CORRECTION NOTES SEE ELEVATION '-0" BETWEEN TRUS 1) ONE SIMPSON RFWX10 MAY BE SUBSTITUTED FOR 1/2' ANCHOR BOLTS WHEN NECESSARY 10d LAILS @ 6" O.C. BOTTOM CHORDS. 2) MISSED HURRICANE STRAPS FOR CONCRETE BEAMS - USE SIMPSON MTSM20 WITH (7) 10d IN INT 2x6 PLATE TRUSS AND (4) 1/4"xi-3/4" 71TEN FASTENERS IN CONCRETE FOR UPLIFTS UP TO LBS.; IN CONCRETE FOR UPLIFTS UP TO 1175 LBS.; 8" WITH (1) K WITH (1) # 1TH E- r . 2x6 P.T. MIN.) ATTACH TO BEAM W/ 1(2"p x 8�' ANCHOR BOLT AT 3) MISSED DOWELS - SET 5/8' DIAMETER, 33" LENGTH DOWEL INTO 3/4'x B' HOLE; SET IN TOP CONTI OUS 3 O.C. w/ 2 0 WASHERS OR SIMPSON SET EPDXY OR EQUIVALENT. 3116"0 TAPCONS WITH II' MIhiMUM 4) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x10/10 WELDED ERT. REINF. EMBEDMENT AT 12" O.C. MARE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS. EE PLAN 6" EMBEDMENT 8" CMU WALL 106 OPEN STRUCTURES 106.1- COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE. MAXIMUM COLUMN HEIGHT SHALL BE 12 FEET TO TOP OF BOND BEAM. COLUMNS SHALL CONTAIN A MINIMUM OF FOUR VERTICAL BARS, ONE IN EACH CORNER. 1. VERTICAL COLUMN REINFORCEMENT SHALL BE FOUR NO. 3 BARS FOR 8x8 INCH COLUMNS AND FOUR NO. 5 BARS FOR ALL OTHER COLUMN SIZES. 2. CLEARANCE FROM THE VERTICAL BAR TO THE MASONRY FACESHELL SHALL BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL BE 1-1/2 INCHES OVER THE COLUMN TIES. 106.2- CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND BEAM AT THE TOP SHALL BE AS FOLLOWS: 1. 8x6 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. 2. 8x16 INCH COLUMN; TWO NO. 5. STANDARD. 90 HOOKS (ONE IN EACH CELL) BOTH AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. 3. i2xi2 INCH COLUMN AND 1606 INCH COLUMN; FOUR NO. 5 STANDARD 90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION AND SPLICED NTH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM; THREE NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM, AND EACH SPLICED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; & TWO NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH SPLICED TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED IN A CORNER. 106.3- LATERAL TIES OF A MINIMUM 1�4 INCH DIAMETER SHALL BE USED TO ENCLOSE VERTICAL COLUMN RENFORCEM NT AS FOLLOWS: 1. MAXIMUM VERTICAL SPACING OF LATERAL TIES SHALL NOT EXCEED THE LEAST NOMINAL CROSS SECTIONAL DIMENSION OF 114E COLUMN. 2. LATERAL TIES MAY BE PLACED IN THE MORTAR JOINTS (PROVIDED THEY ARE NO LARGER THAN 1/4 INCH DIAMETER) OR IN THE GROUT. 3, THE BOTTOM LATERAL TIES SHALL BE LOCATED VFRTICALLY NOT MORE THAN ONE -HALF THE LATERAL TIE §PACING ABOVE THE TOP OF THE FOOTING, SLAB, OR BEAM IN ANY STORY. THE TOP LATERAL TIE SHALL NOT BE MORE THAN ONE -HALF THE LATERAL TIE 6PACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT IN THE BEAM ABOVE. 107 WINDOWS ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SSTD12, ASTM E 1886 AND ASTM E 1996, HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC IRAQI FAR TMF 17n MP14 WAND BORNE MISSILE TEST. OR. WOOD STRUCTURAL PANELS "I.,,aail:Itl ADDITIONAL GENERAL & STRUCTURAL NOTES 1. CONSTRUCTION METHODS SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 2. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY DIMENSIONS, DETAILS AND/OR ANY DISCREPENCIES PRIOR TO CONSTRUCTION. 3. THESE PLANS WERE REVIEWED BY THE ENGINEER FOR STRUCTURAL COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE. 4. THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS METHODS & TECHNIQUES, INCLUDING BUT NOT LIMITED TO THE STANDARD CONNEC71ONS OF ALL ROOF, WALL, FLOOR AND STRUCTURAL PANEL SYSTEMS. 5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN 6' IN A MASONRY WALL SHALL HAVE THE CELLS ON EACH SIDE FILLED WITH CONCRETE AND (1) #5 VERTICAL RE -BAR. 6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE (2) 2xi2 BEAM WITH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER THAN 6' USE (2) 202 BEAM AND (3) FULL LENGTH STUDS AT EACH END. CONNECT BEAMS TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END, TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END. 7. Buildings shall be constructed in accordance with the provisions of the climatic and geographic design criteria as limited by the provisions of this section. Additional criteria shall be set forth In Table R301.2(1) of the Florida Building Code 2017 6th edition. B. Flame spread and smoke Index for wall and ceiling finishes shall be In accordance with Sections R302.9.1 through R302.9.4. 9. Flame spread and smoke -developed 'index for insulation shall be In accordance with Sections R302.10.1 through R302.10.5. 10. All gypsum board materials and accessories shall conform to ASTM C 22, C 475. C 514, C 1002. C 1047, C 1177, C 1178, C 1278, C 1396 or C 1658 and shall be installed in accordance with the provisions of this section. Adhesives for the Installation of gypsum board shall conform to ASTM C 557. 11. Ceramic tile surfaces shall be installed In accordance with ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 and A137.1. TRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR THE WINDOWS AND PANELS DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS. 108 DOORS ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS OF THE FBC SECTION 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR DOORS DEMONSTRATING COMPLIANCE MATH THESE SPECIFICATIONS. WNDOW, EXTERIOR DOOR AND PANEL CRITERIA THE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WANDOWS, SGD, DOORS AND PANELS IN REGARDS TO COMPLIANCE WITH FLORIDA BUILDING CODE SECTION 1609 FOR A 160 MPH, 3 SECOND GUST, WAND LOAD HAVE BEEN REVIEWED AND ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT WHEN INSTALLED IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFICATIONS. ALUMINUM EDGE - DO NOT TOE NAIL 1/2" DRYWALL L^nK1X/CAffTInAIAI f'_%ARI G CAIn t%nnIAIC('T1r)KI n1E=TAII BEAM BLOCK 25" MI AP SEE SEE WALL SECTION \\\ FOR DETAILS #5 HORIZ REBAR IN BEAM BLK SEE TYP. WALL SECTION FOR ACTUAL CHANGE IN BEAM DETAILS ELEVATION DETERMINED IN FIELD #5 HORIZ REBAR IN BEAM BLK SEE TYP. WALL SECTION FOR DETAILS BEAM BLOCK SEE WALL SECTION FOR DETAILS SEE GABLE END DETAIL THIS SHEET - ^ TYPICAL ROOF CONSTRUCTION NAIL SHEATHING THIS AREA 8d AT 4" O.C. 2x4 AT RIDGE 2-16d EA. 2x FASCI'A-�_MH I VENTED ALUMINUM SOFM PREFAB'D TRUSSES AT 24 O.C. ENG'RG END GABLE TRUSS____� CERTIFIED OTHER 7/8" 3 COAT TEXTU NAIL 1/2" CDX SH CEMENT FINISH ON MTL. 6d AT 4" O.C. LATH & FELT 10d NAILS AT 6" O.C. TO 2X8 P.T. PLATE W/ 1/2" A.B. AT 4" O.C. •WOOD CEILING Z < TEXTURE CEMENT FINISH SEE FLOOR PLAN a CONT BOND BM. W/ En 1-#5 PROVIDE CORNER I 7/8" 3 COAT TEXT CEMENT BARS & LAP 25" MIN, FINISH ON LATH. FELT ON 1/2" CDX ON 2X FRAM'G P.C. LINTEL W/ 1-#5 Z AT 16" O.C. 3/16" TAP-CONSAT 6" M O.C. STAGGERED of ENTRY DETAIL NOT TO SCALE CHANGE 11' ELEVATION #5 HORIZ REBAR CORNER BENT IN "L" CONFIGURATION FOR MIN', LAP ON VERT. REBAR WNWA\►Mit_ EA-1 o ,ETA TO SCALE ROOFING - E TYP WALL SEC FOR DETAILS 2 5 1/2" COX PLYWOOD ATTACH T WD RAFTER W/ 8d RINGSHANK NAILS 0 6" O.C. E 26 GA, MIN. ALUM DRIP EDG OVER 1"X3" ')M. P.T. 2X4 SUB FASCIA B ATTACH TO ��//'►►�JJ RAFTERS W/ (2) 1Od N S EA. RAFTER ALUM, SOFFIT & FASCIA 1X7 HARDILAP SIDIN W/ 1X4 TRIM 15/32" OR W" C X HARTZ SHEETS OF PLYWOOD NAILED TO S S W/ 8d NAILS 4" O.C. & EDGES "L" FLASHING NOT TO SCALE WIRE LATH 5/8 " thick stucco(horizontal application) and 7/8" thick stucco (vertical application) 3/8" hi -rip lath wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 2X4 STUDS 16" C.C. P.T. 2X4 SOLE PLATE ATTACH TO TRUSSES W/ (2) 3" LONG DECK SCREWS O EA, TRUSS, OPEN TO TRUSSES BELOW TYPICAL CUPELA DETAIL SCALE = N.T.S CONNECT TRUSSES TO LOAD BEAR / WALL AS NOTED ON THE PLANS. 2X12 HEADER NOTE: (2)2X12 TO SANDWICH (1) 1/2" PLYWOOD W/ (2) ROWS OF 3" NAILS @ 6" O.C. (2)2xl2 HEADER OR AS NOTED ON THE PLANS (2) SIMPSON "LSTA21" STRAPS PER SIDE PER HEADER NOTE: BEARINGWALL3 HAT INTO BLOCK W L S A' WITH WEDGE HOI VERTICALLY UF VIALL 112" 0 WEDGE ANCHORS; 8" DEPTH WITHIN 6" OF STUDS; & 32" O.C. FOR REMAINING WALL W/3" HOOK AND 3" 0 WASHERS. NOTE: ALTERNATIVE HOLDDOWN IS SIMPSON "HTT4" ATTACHED TO STUDS. (1) SIMPSON "SPH4" PER STUD. NOTE: (2) JACK STUDS & (1) KING STUD (MIN) °v ° A a v 'CONCRETE FOUNDATION 4° c ° .° AS NOTED ON PLANS a. d d d a• ° a .a d' ' d u' d FRAME BRG. WALL W/ OPENING TYPICAL CONNECTOR DETAIL NOT TO SCALE PRE-MANUFACTURFn TRUSSES 2X4 STUDS SEE WALL SE FOR APPLICA AND STUD SF @ 24" O.C. 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING COE RESIDENTIAL PREFAB ROOF TRUSSES 0 24" O.C. RX4 TOP PLATE SIMPSON STRAP MTS 12 FASTENED W/ (14)10dX1-1/2" NAILS EACH STUD TO SOLE PLATE & RAFTER TOP PLATE. (4) LOCATIONS PREFAB ROOF TRUSSES O 24" O.C. NOW BEARING WALL CONNECTION 'GO rTACH RS 32" O.C. NOT TO SCALE NOTE: NON BEARING WALL DETAIL IS IN ACCORDANCE WITH 602.2 OF THE FLORIDA BUILDING CODE 6TH EDITION 1040 Harbour Drake Dr. chrisbeers@byu.net 941-628-0635 Punta Gorda, Florida 33983 fax 413-487-9013 ESSl. , : CL V J STATE OFLU 06� OR I°•P' ��° Jul 2 3 2fla'3 w AS94.*..SU�J , "minlnn\\ CHRISTOPHER D. BEERS, P.E. _ FLORIDA LICENSE NO.64594 Although every effort is made to ensure the accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. !j 3 " 1 � k y f f Port Orange, F1 V�l .o .. J m w Ln fn Z _j r,y LL �i W (n 2 O? L Ln f- i ate. Design and layout or concepts for this design were provided to Bluestream Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. DATE 7/23/19 DESIGN BY: LBB CHECKED BY: TMB JOB NO key largo kr Perrr _. A �.- REV DESCRIPTION 1 - P1 6125119 2 P2 07/02/19 3 P3 07/18/19 4 5 fi 7 B LL 0 `�J_ LLI Of Z"'� =�J "O W LML C co Q SHEETST S2 STRUCTURAL SCALE: 114" = i'-0" 10 OF 8 I 4 Bath 3 10x10 151 cf n 12x12 141 drn Bed 4 12x8 141 dm 8'1 811 .00 10 x 10 Living 155 dm • PM 11 411 12 ' Wt ast 12" ' 6x6 6 4" �8x4 88 dm T 4 dm y 10x10 127 cfm aster Bath Clst WIC �8x4 9 dm 10 x 10 126 dm T MasterSuite 11 10x10 126 dm 16x16 711 257 dm W, 7 11 • Level 1 10x10 155 dmm • .. 1. .0« /4m 811 « i ' • Bed 1 1 • hen<-Ia-> 12x8 174 dm Garage Job M 598 Air Calm, LLC Performed by Vicki Lynne Barenber for: Kari Rohan 7550 Hidden Hammock Ln 0 Shanas Trail Vero Beach, FL 32966 Port St Lucie, FL 34952 Phone: 772.800.8413 vickil nne@aircalcs.com Page 1 ., ^o Universal 2019 •11• RSU27054 • a a G06 ZV Qj d� b G05 IN G04 G02 I G02 i G02 -G01 � I ih EJ7 tozo CO d ER EJ7 EJ7 2 PLY 161411 N04 CA N W CM CV w 8%1" CLNG 51' 0" 14' 0" - - LO LO LO LU LU W w w w 0 En 14' 0 1 /2" N 1 NO3 N01 20' 8" LO m m m m m U U U 2' 0" 2' 0" Of 0" • `p • �. •�� ��� . M z J U 00 BRIG 00 A I a 8'-l" CLNG 'A I I ATTIC STORAGE d w - C7li -0i coo m U U U -- W-- W W _W--- 13' 4" 8' 2" 8' 6" 1' 1' 8" 0" 191411 CJ1 EJ6 IP6 EJ6 IEJ6 0 0 M O E0 v Cos I i CV 0 M 0 Hatch Legend AvFF 8,,IIIIIIII,1"A,F0F TRUSS END DETAIL 19 . i THIS TRUSS PLAN HAS BEEN J1 ' CJ1 „m[S nun'',, Q�pF SIpNq'''% REVIEWED BY THE ENGINEER OF J1 CJ1 = ^,: RECORD AND IS ACCEPTABLE FOR THIS PROJECT. a s �' STATE 0 2D�Q o U ' ,, 6ySU-�jS' 4101, " iannun "\` HANGER LEGEND * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED j This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 170 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING SEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF By Date TOTAL: 46 PSF TOTAL: PSF DURATION: 1.26 DURATION: CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TC THE ENGINEERING DRAWINGS ANE BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING.. SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TIC INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AN® NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT 2 LUS24 3 HTU26 --� HTU28 2 HHUS26-2 HGUS26-2 HGUS28-2 HGUS28-3 BUILDER: GROZA BLDRS RES: ROHAN i MODEL: MOD. KEG" LARGO ADDRESS: SHANAS TRAIL LOT/BLOCK: CITY: PORT SAINT LUCIE COUNTY ST LUCIE CO DRAWN BY: JL JOB # : 1962061 DATE: 07/13/19 SCALE: NTS — — ---- -- REVISIONS: 1. 2.. 3. 4. 701 S. KINGS HIGHWAY FORT PIECE, FL 34946 Ph. (772) - 461 6476 CAUTION!!! 16' 4" 0 O CA � M II N04 �r CJ1 U CJ3 mi j -- - 15' 0" CJ5 i G07 N 0 � N G02 G01 EJ74 E 8" 1" CLNG 14' 0 1/2' MM 71011 — 14' 0 1/2" M U U 0 10 511011 14' O" W W 1 N01 20' 8" L W -co ni . V05 VO4% N V03. 1 21 011 21 011 21 1 21 011 21 011 21 0" V02 e- vol. J ''.N ,. o o a. a O a; aa a , — 16' 7h �.. .. - 0 �; z J N 0 V.. u-1t1 x0 ¢ a:: r v '.. aa'.x UM _ 00 ----- N N N•. • •• LO Z) ` D :D li = . 2" 011 1'21 011 21011 ,1 0" 2" 0„ �. 21 0i1., 1 x 011 21 0" 21 011 21 011 - z J 00 14' 0 t Ot <\ / L 8'-l" BEARING WITH RAISE HEEL HEEL HELD BACK 1" 13' 4" U 8'-1" BRG LL i .'^ 0 / 41 01' FRAME CUPOLA �r I ' 18 3 0 N 0 0 EJ11. 1 I I EJ1 EJ12 . EJ11, I CEI ING T. TART Ff20 ' 8'-9" EJ12 ' I CJ51 811 BRG I CJ31 00 Ko1 11'-1" CLNG K02 M N. M01 US24 : - ih �. ri- u U U U cc W W W W M0 W W W U M03 8' 2" i 16' 8" 81 6" 51' 0" im 19' 4" U EJ6 EJ6 EJ6 EJ6 EJ6 I 0 0 i Hatch Legend dT ih - 1 " A.F. F KTA111 I a 9 8'-1"A.F.F TRUSS END DETAIL 19 File C©py --- k — \1111111111111/l/ _ ?ROF£S"''%, THIS TRUSS PLAN HAS BEEN CA CJ1 `r1S:SZOPHERS��i/ ': REVIEWED BY THE ENGINEER OF CJ1 RECORD AND IS ACCEPTABLE cJ1 z qr ,od 4bb: =, p •.,la �t `' =o FOR THIS PROJECT. CAN Ll 40" HANGER LEGEND ' - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 170 MPH Dimensions And Conditions Prior To "TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF TCDL: 16 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF By Date TOTAL: 46 PSF TOTAL: PSF DURATION: 1.26 DURATION: DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. IrMonarges vvul rvox tse iaccepte egardless of Fault Without Prioi itification By Customer Within 4 Hours And Investigation By Buildars FirstSourca_ to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT 2 LUS24 3 - HTU26 HTU28 2 HHUS26-2 HGUS26-2 HGUS28-2 HGUS28-3 BUILDER: GROZA BLDRS RES: i ROHAN MODEL: MOD. KEY LARGO ADDRESS: SHANAS TRAIL LOT / BLOCK: -- CITY: PORT SAINT LUCIE COUNTY ST LUCIE CO DRAWN BY: JL JOB # : 1962061 DATE: 07/13/19 SCALE: NTS REVISIONS: 1. 2.. BY 3. St. LUCIp. (;011w 4 --- 1 D 'L/U/a✓ 701 S. KINGS HIGHWAY FORT PIECE, FL 34946 Ph. (772) - 461 6476