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HomeMy WebLinkAboutPLANS1X4 W1NnnW/r)nnR ri4ART A CUSTOM MODEL FOR: GROZA BUILDERS, INC. CRESTVIEW KW GY GEORGETTE YATES 4419 PRESSLER LN FT PIERCE, FL. BANDS FRONT ELEVATION = 1r-0„ CRESTVIEW KW ROUGH OPENING SI2E UNIT DIMENSION W H W H_ _ UFACTOR SOLAR HEATGAIN CITY WINDOW/DOOR (INCHES) (INCHES) (INCHES) (IN_S'IES) 1 2- 3068 ENTRY 20468.4THERMA TRU 75-9/16 82-1/2 74-13/16 82 0.14 0.01 12868 20468.4 TH ERMA TRU 34-3/8 82-1/2 33-5/8 82 0.14 0.01 2 2-3068 FRENCH 2O468.7THERMA TRU 74-5/16 82-V2 63 63 63 383/8 74-9/16 82 0.3 0.28 3 SH25 FL 16177.1 IMPACT CWS 37-3/4 37 63 0.31 0.19 1 SH H35 FL 16177.11MPACTCWS 27-1/4 26-1/2 163 0.3 0.21 2 SH35 FL 16177.11MPACTCWS 53-7/8 53-1/8 63 0.3 0.21 1SH13 FL 16177.11MPACTCWS 19-7/8 19-1/8 26 0.3 0.21 ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT 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 DESIGN PRODUCT DESIGN PRESSURE PRESSURE FL 16177.1 IMPACT WINDOWS SH8100 PVC SINGLE HUNG CWS WINDOWS IMPACT" Tapcons, 1-1/4" Min. Embed in SEE ELEVATION PAGE +/- 70 PSF SINGLE HUNG IMPACT LOW-E 366 INSULATED Head & lamb, in all mfg. holes " T.C. at 14" O.C. 1-1/4" EMBED AT SEE ELEVATION PAGE + 50 PSF / 20468.7 GLASS DOOR THERMA TRU IMPACT 6" FROM CORNERS FRONT DOOR THERMA TRU j" T.C, at 14" O.C. 1-1/4" EMBED AT SEE ELEVATION PAGE + 20468.4 6" FROM CORNERS 17-0919.12 GARAGE DOOR 16'W 824/811 DAB PI.AG ANGLE TO HAVE (3) �" X 1-5/8" LAG SCREWS AND DOOR BRACKET TO HAVE LAG SCREWS 24" O.C. SEE ELEVATION PAGE +27.0/-30.0 MAX AND 6" FROM CORNERS FL= OR MIAMI-DADE MODEL. NUMBER MANUFACTURER METHOD OF ATTACHMENT BUILDINGU PRESSURE DESIGN PRESSURE MULLIONS FL-9520.1 METAL ROOF SHINGLE ROOF 16-0329.13 IKO 6 ROOFING NAILS PER TAB, CLASS F OR H SIDING FL-13223.2 HARQI CMU COMPLYING WITH ASTM C90 W/O .14" SHANK BY 0.300 #HD BY 14" LONG ET&F BRAND STUD NAILS. DIRECT MOUNT TO BLOCK 12" O.C. SOFFIT FL23352 Ply Gem Siding Group 2X4 BRACE AT CENTER OF PANEL +23.6/-28.8 +70/-61.3 HURRICANE PANELS LESS THAN T-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 SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN FIRM CERT.NO DATE: SCALE: Q" = V-0" File Copy Cooe S00e CC T. B°GG 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 BUILDING CRITERIA BASIC WIND SPEED, Volt 170 MPH BASIC WIND SPEED, Vasd 132 MPH RISK CATEGORY WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT +/—OA 8 COMPONENT AND CLADDING ASD WIND PRESSURE (PSF) to FULLY ENCLOSED STRUCTURE IMPACT GLASS:— X —APPROVED SHUTTERS_ BOTH MAIN WINDFACE RESISTING SYSTEM PER TABLE '1609.6A TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN N METHOD ASCE 7-10 AND THE FBC RESIDENTIAL 2017 6th EDITION 5�� MIR VETLMfl W A T E R- A I R- L A N D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 "0tssioy Lo t:�: STATE OF %��'•�,�ORIOP •��O ��'�unnnuni" �o SCANNED St Lwecaunty 90_-O/al SEP 2 ? 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. "J&b BLUESTREAM ®s DESIGN STUDIO Residental CAD Drafting 3D Renderings Graphic Design Services Port Orange, FI (386) 256-8978 Port Charlotte, A (941) 275-9931 www.bluestreamdesigns',udio.com CAD@bluestreamdesignstudio.com J [Y1 N M Cl Ln � M Z ly H LU J d F_ Ln 0- 0 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. CRESTVIEW KW REV DESCRIPTION 1 P107/09/19 2 P2 07/30/19 3 P3 09/27/19 4 5 6 7 S 3 LP g D e C W rn W %-W W W_jU_ 0aX Er EL LL1 ® ow SHEET C1 COVER SCALE: 1/4" = V-0" 1 OF 8 Y PERMITSET rev 0927 ]DU FOUND TION NOTES 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 CONTRACT R TO VERIFY A/0 PROVIDE FOR SLAB RECESSES,SILLS & CURB REQMTS ® 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 6TH ED AND LOCAL CODES AS THEY MAY APPLY P T �-2) #5 BARS CONTINUOUS '••� •• All 25"MIN LAP&#5 s ' VERTICAL BAR @ CORNER ds- (SEE FOUNDATION PLAN) TAIL. FINISHED FLOOR ELEVATION IC F2 : ;,,'L ANCA` Iq ST15P FOOTZIR �i BRG. WALL 4" CONCRETE SLAB WIRE BEARING PAD MQQIMUM 12" SLOP OF FOOTING BELOW GRADE 16" (2) #5 3" MIN COVER F1 3" TYP- „ 43"'rYP MO 0 ,~ GE FOOT 16 #5 REBAR CONTINUOUS 00" WIRE REBgR MESH OR FIBER. 4" CONCRETE ELL FOOTER SALE - N.T.S #5 REBAR 8" OC EACH WAY TERMITE NOTES: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-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 V-0" OF THE STRUCTURE SIDEWALLS. 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 COMPANY BEFORE FINAL INSPECTION. AIN V'ERT. OR LATERAL BEARING WALL #5 REBAR A CONTINUOUS 6"x6" WIRE MESH 23'-111 HR+ 51 27'-111, 36"x36xl2" W/5#5BARS EACH WAY F4 1 , I -CURB MINIMUM 12" SLOPE V. 116 MAX OF FOOTING BELOW GRADE 16" 5'FLA (2) #5 REBA 6" MIN F I CURB 3" MIN COVER ' 3 TYP 16„� 3" TYP TYP FOOTING w/CURB SCALE: NTS ■ I ■ ■ ■ N e ■ ■ I ' 1 , 1 ■ ■ , I1 36"x36xl2" _ r------------------------ ' N --- ---------- L ---- TUB/SHOWER ; I --------- _I - ------Fi --~ ------ L ' L--------------. I Fl --------'--- u 1._ W15#5BAR J EACH WAY FI + M --- -- -+ i-- - lL ■ WW 19'-3211 ,I fill o 21- " 4'-011 0 6'-4" co 7'-8" 00 6 4' T-71" co I M ' I RECESS—•-""-- i w F2 ■ FI I SLAB 3/4" I - i--------°-i-■ 1 ; ■ ; ■ 1 IL-- --------- ------- --------------- F2 rz -------t---r--_ Fa - ----- Fa 20'-10" 2'-3" RECES RECESS I SLAB 2-3l4" SLAB 2-3/4" ■ , 24"x24x12" 24"x24x12" I 1 W/ 3 #5 BARS BARS W/ 3 #5 B j I 1 I EACH WAY EACH WAY , I 1 , , I I I 1 1 FINISH FLOOR ELEVATION ' I I 1 I I I i F1 1 1 M 1u 1 In 1 12'-42 10 -17 O ■ 81.411 20'-21' M o I c 1 ; ■ I , U _ 12'- 4211 I II ��-------- [Ell --- -- -- ---.' 1____T __--- I I 00 1 -1 00 Ln - I F4 1 F2 N i I I i r______l L-------. _' -u �------- - ---� --------------Iy--1 I ■ ' 1 °O 11 I I Fl I • I N I L-------� r-I I 1 .- N , M POSE 0 i M 5-4211 6-411 0 ■ j .r _' I F2 NOTE: ---' PROVIDE LIN'FOR I I ICE MAVJ R M r,, ■ 1 i i n I; ' SRECESS �.�/SHOWER _-`ly - FI in 'I In M I 1' ,-I ' 1 CURB M , , M ; ; ^' 1 ° MAAX I ARIOSA ; Q to I > d , , 1; ■ F/S TUB �, 0 HB 1 ® 1 j i I I RECESS SLAB 1-1/2" I 1 i i Fl __ 1 F2 r' L--------------- ---------------- ---1 ----iy------------- -------------� I F1 I 36"x36xl2" I 36"x36x12" 1 I CURB II,, „ , 11 2 40 6 -4 -1.5" W/ 5 #5 BARS 12 , I, j -10 W/ 5 #5 BARS I c �' I a EACH WAY EACH WAY ° -- I Fl CURB L-------------------------------- -- -------J - r------1 Fl r_L FI D- F4 I ' 1 O ---'--- I cr' ■ ■ ■ ■ n as ■ ■ ' ■ ■ O I F4 - I c0 J 1 I I c SLOPED RECESS AT GARAGE DOOR r _ _ _ 1 _ Tom- L _ _ o ' FIF4 rn I ----------i ■ ■ r-------- I ■ ■ ' I I F4 M ■ ■ , ■ e TVPIC.X CONCRETE SLAB 20'-011 '• ' _ 136"x36xl2" W/5 #5 BARS EACH WAY I ' 136"x36x12" W/5#5BARS EACH WAY 1O'-O" MINIMUM 12" OF FOOTING BELOW GRADE 161, (2) #5 REBAR- 3" MIN COVER F3 CURB FLAT,7W FOOTING WIC .. SCALE: NITS MINIMUM 12" SLOPE 1/6 MAX 4" SHOWER OF FOOTING RECESS BELOW GRADE 5 FLARE (2) #5 REBA „ ,,. , 6" MIN FIS 3"MIN COVER� �� 3 TY.,I+-16,,_ 3"TYP EDGE FOOTER W/ RECESS SHOWER SCALE: NTS TUB 2„ `, > 2„ BATH 2 WC �_----u `\ 3 2" VENT C.O. 3 1LAV 2" I I 1 /2 BATH 2" VENT C.O\, .IL I I I WC L------„- 3 KITCHEN I __Ir L _ > LAV 3" 2,> 1 SINK ; ` I I 2" DW � I �----------- 2" VENT C.O. I ' I , J;L ' WASH U TI L P I I Lj- I I � I I � I I i 2" VENT C.O. MASTER BATH JL 3„ I > , I , I I 2" I 2„ SHOWER f----------- L I NOTE: ; _ 2" PLUMBING CONTRACTOR TO VERIFY 3 ------"--L' LAV PLUMBING LAYOUT AND RISER DIAGRAM. LAV 3' I , -ti WC PLUMBING CONTRACTOR TO VERIFY PLUMBING WALL LOCATIONS 1 I ' ' 4 G a" v pN G 4" 2 WAY CIO Gc I I W TO SEWER SYSTEM OR APPROVED SEPTIC SYSTEM PLUMBING RISER ` MI R tirL�T I W A T E R- A I R- L A N D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 o rr1 '.V H. TATE OF 0 fL0RIOPAi�o` AUG 13 2919 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 shoval. Bluestream Dcssgn Studio will not be held liable for any errors or omissions on these plans. a. 1 Y s L C i= M e CFI Ds STUDIO 1 _ .� Residental CAD Drafi� 3D Renderings rv'CGraphic Design Services Orange, FI ' I (386) 256-8978 ` Port Charlotte, FI (941) 275-9931 ;;WN bluestreamdesignsWdn cow. �CAD�oiuestreamdesignstudio.com - 0 J CO W M rn z -' Ln UJ R� V) � 2 �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 hleprints is solely the responsibility of the builder. rians may not be reproduced or copied without the express written consent of the Builder shown. ,,ATE 8/le ENSIGN BY: EBB _ECKED BY: TMB NO, CREP F.. REV DESCRIPTION 1 1 07/ 9/19 2 P2 07/30119 3 4 Y U.J3 W Q� Ili W Q LL (L W 0rna W Nr (D -,T ILL SHEET Al FOUNDTION SCALE: 1/4" = V-O" 2OF8 TYPE DESIGNATION FILLED OUR GROUT I U=UNFILLED rOUANITY OFp5 FIEta ADDEO REBARAT OmHTEL CAVITY FOR vo 8F16-1 B/1T J CASTCRETE PRECAST LD„A"'r"F'EL° NCMINALwIDTN J AODPOSIni RANT OR LINTEL SCHEDULE L NOMINAL N£IG{f UPLIFT UTEULINfEI FOR UPLIFT LOAD NFIELo FDOFDREflMAT TCP OF COMPDEnE U-IMELNINO)REDD ;.� FIELD PIACFD GLIN. ,y{'r GRwR %6FIELOM DRERARAT For a5'-10" overall length U-lintel Type 8F16-1B/1T: BDTTONF F "reLCA11 Safe superimposed gravity load =4360 PLF Tsre'Amuu ROOM REIN.'ORCINO Safe superimposed uplift load =2080 PLF PRONDED IN U UNREL NoMuut mm ,SEE REINFORCINaecREWLE) Safe superimposed lateral load=339 PLF Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift Uplift Load Load Load Load Y-O" 8F16-IB-IT 6113 <1000 3524 <500 O3'-8" 8F16-1B-lT 6113 <1000 3060 <500 O4'-4" 8F14.1B-lT 5206 <1000 2362 <500 4'-6" 81716-111-IT 6113 <1000 2707 <500 4'4' 81716-111-1T 6113 <1000 2707 <500 4'-8" 8F16-IB-IT 5365 <1000 2276 <500 7 5'-6" 8F16-1B-1T 4360 <1000 2080 <500 O5'-10" 8F16-1B-IT 4360 <1000 2080 <500 O6-2" 8F16-1134T 3480 <1000 1868 <500 10 7-4" 81716-113-IT 2661 <1000 1624 <5DO 11 7-6" 8F16-IB-IT 2661 <1000 1624 <500 Al2 T-8" 8F16-1B-1T 1843 <1000 1136 <500 1 8RF14-IB-lT 1568 <1000 1072 <500 13 81-0" 8F16-I.B-IT 1843 <1000 1136 <500 14 9'-4" 8F16-IB-lT 1843 <1000 1136 <500 15 IU-4" 8F16-IB-lT 1533 <1000 916 <500 16 10-8" 8F16-iB-IT 1366 <1000 800 <500 17 12'-81, 8F16-1B-1T 1075 <1000 607 <500 PRESTRESSED 18 17'4" 81716-IB-IT 950 <1000 405 <500 PRESTRESSED 19 19.4" 81716-113-1T 750 <1000 348 <500 23'-111 4'-411 3'-2" O H 25 FOR VA OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE A RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DO( NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20- FIRE-RATED DOORS. 511-011 711 WINDOW/DOOR CHART CRESTVIEW KW ROUGH OPENING SIZE UNIT DIMENSION W H W H U FACTOR SOLAR HEAT GAIN QTY WINDOW/DOOR (INCHES) (INCHES) (INCHES) (INCHES) 12-3068ENTRY 20468ATHERMATRU 75-9/16 82-1/2 74-13/16 82 0.14 0.01 12868 20468ATHERMATRU 34-3/8 82-1/2 33-5/8 82 0.14 0.01 2 2-3068 FRENCH 2O468.7THERMATRU 74-5/16 82-1/2 74-9/16 82 0.3 0.28 3SH25 FL 16177.1 IMPACT CWS 37-3/4 63 37 63 0.31 0.19 1 SH H35 FL 16177.1 IMPACT CWS 27-1/4 63 26-1/2 63 0.3 0.21 2SH35 FL 16177.1 IMPACT CWS 53-7/8 63 53-1/8 63 0.3 0.21 1SH13 FL 16177.1 IMPACT CWS 19-7/8 38-3/8 19-1/8 26 0.3 0,21 8" PRECAST U-LINTEL___ 8F16-SBAND BFI6-1T \ / 27'-11" 0 In 121-81T 8" PRECAST U-LINTEL''\ BF16-18 AND SFl6.1T� MGT\ ■ - ■ NJ -CoIrm i -Cla IN - ■ ■■ ■■ v II I UB/SHOWER 1 n + M u 1 u HIN ■ LANAI 8" PRECAST U-LINTEL 81=16-18 AND 8F16-IT 11Oo Ln o2 -® 1 71,1, 1 11 N CD 00 00 1 _, 00 2 1 i101- h 4'-06'-4 6-4i2!1 " i. co 11 BATH 2 12 i 12 .M, ■ j� P-11N a DO 8'-0" F LfD A60 ■ MGT u BEDROOM #2 iv ° ° ■ - ■ ■ a ■ - ■ „ 8'-0" FLAT ,tp G Tr (2) 3068 SINGLE LT IMPACT 1 1 3 -3 1� j j (2) 3068 SINGLE LT 1 " 2'-5 iv e I l a IMPACT 11 1 n M N 6 III 11 M II n u II ■ 11 aiaaiii I I _ N �\ ( 4 1 V / 11 1_ 111 20 92 II sp, ` ° 16'-81" 12'-2" II 5 II 2' 00 Tn ■ 07 II FLEX 11 o II trl �N LIVING ROOM 8'-0" FLAT CLG 11 ' 10'-0"FLAT CLG TER SUITE FLAT CLG d- O8LO" ■ II II p N _I ® N 0 N 0 N _Go h II „ II c n -R&S u 068 BF 2 " 1 n N u u ■ ■ u - n CD 1 11 2 -. T1U:. 1 11 8 -22 n - ev 10'-111 ;; 6 2 °° rvI 3'-811 Ha 3'-411 2'-7" T-5 3'-11" II 5'-1011 O V IsSO n 1 rn m tV 11 I ,I 2868 " II ■ BEDROC1°#3 = > Lr1 " u KNEEWALL W/ 8'-0" FLAT CID V30 ' M BARTOP n CABINET HT " 11 1 e•i II -1 1 fV rf- 07 LO 'I „ R&S 11 ________ I-� DW , ° FARMHOUSE 11 jA 's 1 111 2 -112 I I l J APRON FRONT SINK P4 11 1 2' 71.011 31.911 7 7-01 DRY N 21_' I1 31_5 " WIC I , THRu _ ROOF pY KITCHEN 10'-0" FLAT CLG 0 i v 11 II If i - O V,,1 PI POST I o I,� M :8- 0" BRG WA , , i i r.11N ' ® RANGE W/ 1 -11 INSULATION r - - ' - ' 20 MIN 68 SC RE D WH I MICRO ® H a/h in I 11 SI H at9c PSONHTS20 `-- i____I i I SE --� o C ING 0 iREF @ I w yl u N j , CONNECTED TO 1 SH O H POLE ------ ------ ----' Oo E CH TRUSS r-________ �� 2CA(Z '� ------- ii - J ® A ONGFRAMED , ARING WALLS I ATTIOA�6E ,- H Lill R&S u .0 I EIEL50LOCAT'$ 4_____--__D. -621 8.- 12" 1'I 18'-811 -10" 31.01 3'- . T-113 W cl I . c I ,� ; to U DO 1 00 N - A 1 SI PSONHTS20 DININ z 11 ,RECESS-- ii �.� ■ CO ECTEDTO .--11N MI SHOWER " --� EACH TRUSS DO VAULT TO 10'-O" LAT CLG N ALONG GARAGE FRAMEDtF(11.TA tiIN r11N N 2",KNEEWALL I B NG WALLS 1 nGRASS ABOVE M O T-0" FLAT CLG AFF U. .O 7 .MH t7N] „ '1FF/Rs uB 18'-8" - -� 18'-10" �� "________FOYERM o S+ ER BAT tHB -- ---- T-F-----1 TO ]0'-0" FLAT CLGSIN ,Nn■VAULT 8' FLATCLG illiffiffill (2)3068 -L___ ■ ■ ■■ 12r _GIRDER I SH 3 1 SH 35 I-' Z n10 I I 1_ 1, 1 -4 I_ 8 2 10 1 11 -10 1 11 4 -6 _ 1 1110. 3 -8 , CI O ' 1 as v I z 5 � ao M ENTR 1 I 0 1 ENTRY ° ' 8'-0" FLAT CLG d- IFo,FLATCLG ■ ■ ■ ------------------ - -�' ■ ■ 16'XTOHD O BEAM PKT FOR PCL @ 8'-0" 00 _ - I �,i- OI d w TOP BEARING - O LINTEL BILK OV TOP BRG @ ABll'-O"EJ 2'-0111. 161-011 L2'-0911 21-1011 I 4'-6" Il'-81T-4'1 9'-411 V-41 8'-811 201-011 1 91-01' 1 121-011 I 101-01' 511-011 IC! 54. C C 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 ®CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" 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. @ 11'-0" 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 a A CMU KNEEWALL - 8" (U.N.O.) BRG. HT. @ 3'-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. ® ® BRG. PARTITION WALL - 6" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.G. VERIFY THE ELEVATIONS OF THE HOUSE & FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING EASTERNERS/CONNECTIONS. THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUSS, AND GIRDER -GIRDER CONNECTIONS POST SCHEDULE MARK .SPECIFICATIONS THREE 2x4 SPUDS NAILED TOGETHER WITH ISO NAILS EACH FACE AT IV P-1 POST o.c. STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP W/ (2) SIMPSON "HTS20" &AT BOTTOM W/ (1) SIM PSON "HTT4" PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS, NOTE: FOR 2x6 WALL USE 2x6 STUDS THREE 2x4 STUDS NAILED TOGETHER WITH I6d NAILS EACH FACE AT 12• D.C. STARTING AT 6" FROM ENDS; ATTACH TO GIRDERITRUSS AT TOP P 2 POST W/ (1) SIMPSON "MGT' & AT BOTTOM W/ (2) SIMPSON "HTT4" PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: PAD TRUSS AS REQUIRED @ TOP TO ALLOW FOR TRUSS CONNECTOR NOTE: FOR 2x6 WALL USF 2x6 STUDS TWO 2x4 STUDS NAILED TOGETHER WITH 10d NAILS EACH FACE AT 12" 0." STARTING AT B' FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP P-3 POST W/ (2) SIMPSON MT52W & AT BOTTOM W/ (I) SIMPSON "HTT4" PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL USE 2x6 STUDS - REV1EWep Co�ETDCIE C ST•L .r%n CONNECTOR TABLE O PBON I UIP 1llPrau FASIBidG1 N'CRJATION ACO1110"1NHIp1 MMB WOOD TO WOOD HTS20 HD 0 i450 20 10D NAILS TOTAL 2 HTS20 2 HTW20 2900 20 IOD NAILS EACH STRAP H10A I RT16A I1140 9 tOD%1-1 2" NAILS TO RAFTER & 8 10D TO PLATE SPH4 6 8 ISPTH4/6/81 1360 1 J12)10D NAILS TO STUD META20 1450 7 10DX1-1 '2' NAILS & 4' EMBEDMENTa TYP FOR HIP JACKS OR 1-PLY TRUSSES HETA20 late 10 10DX1-1 2" NAILS & 4- EMBEDMENTa TYP FOR HIP JACKS OR I -PLY TRUSSES - 16 1870 10 tODX1-9 2" NAILS & 4 EMBEDMENTa TYP FOR HIP JACKS OR 1-PLY TRUSSESS HTSM20 2 :(2)HTA16 11175 B 10D NABLS & 4 1 4 X2-3 4' TAPC.ONS TYP FOR MISSED STRAPS NO UMI 2 META20 1985 5 tODX9-1 2" NAILS EACH STRAP TYP FOR 1-PLY TRUSSES GIRDERS 4 2 HETA20 2500 7 16D NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 2-PLY TRUSSES GIRDERS4 24311 10 10D NAILS EACH STRAP & 4- EMBEDMENT TYP FOR 1 or 2-PLY TRUSSES GIRDERS4 amO NEL•IORB MGT MUGT15 3965 5 8" ATR EMBED 6" & 22 10D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS MGT HUGT 9790 2 3 4' AIR EMBED 10' & 8 % FOR HG 10D NAILS ADD 4" TO EMBED FOR LINTEL BEAMS FGTR - 5000 2 1 2'XS" TITEN HD & 18 SD51 4X3 TO WOOD MAY BE FGTRHL R 3850 MAX UPLIFT) 2 FGTR - 9400 2 1 2"X5- TITEN HD & 18 SDS1 4X3 TO WOOD EA MAY BE 2 FGTRHL 7200 MAX UPLIFT HTT4 HTT4 4235 5 8" AIR EMBED 6" & 18 16D NAILS TO WOOD ADD 4 TO EMBED FOR LINTEL BEAMS HTT5 HTT5 5090 5 B- AIR EMBED 6" & 26 I6D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HDQ8-SDS PHDS 7630 7 8" AIR EMBED 12- & 20 3- WOOD SCREWS 3 1 2' MIN WOOD MEMBER HHDO11-SDS UPHD9 11810 1" AIR EMBED 12" & Y4 3 WOOD SCREWS 5 1 4" MIN WOOD MEMBER HHDQ14-SD UPHD14 13710 1" AIR EMBED 12" & 30 3 WOOD SCREWS 5 1 4" MIN WOOD MEMBER MBHA NFMX%U 3165 3 4'X8 ATI2 EMBED FACE & TOP 1 2' TOP FOR NFM ENGINEER TO SPECIFY .USAGE ON PLANS RP522 KRPS22 1 220 8 18D NAILS E CH END NOTCHED PLATE REPAIR AT EACH PLY QEMEPALND189 1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (1) 10DX1-1/2" NAIL FOR EA 100 LES OF UPLIFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HTSM20/MTWM2O 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 H 4 REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING FASTERNERS/CONNECTONS. THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUSS, AND GIRDER -GIRDER CONNECTIONS 2ar ALLSIERSDITY SQUARE FOOTAGE LIVING 2045 GARAGE 410 LANAI 233 ENTRY 131 TOTAL 2819 iWIN ON 1 [C H, W A T E R- A I R- L A N D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 1�,���Q•NER �'• STATE OF OR1D?•'� ysg4..*..SU0 r/////11111114 \�` '^.FP 2 7 20119 CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO.64594 Although every effort is made it 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. 61 I � CIS DESIGN STUDIO Residenta! CAD Dra in D Renderings rap Ic esgn ervices-" Port Orange, FI (386) 256-8978 Port Charlotte, A (941) 275-9931 J N� M U Ln J LL 4:j Va Design and layout or concepts t21r this design were provided tc Bluestream Design Studio by r.0 builder Shown. Any similarities to other plans or blueprints is solely the -esponsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder Shown. ATE 9/27/19 8 FMGN BY: LBB C ECKED BY: TMB ~ -- -)8 NO. CRESTVIEVd WkN'' REV DESCRIPTION 1 P107/09119 2 3 P2 07/30/19 P3 09/27/19 - 4 5 6 7 A SEP 3 0 Permitting St. Lucie LLI W �I,_ W U)-1 U_ > LlWU a- O Of, LU 0oDa. ""T*, t:L U (D LLL SHEET A2 FLOOR PLAN SCALE: 1/4" = V-0" Y PERMITSET rev OS IAE rtment ty, FL ME VISA, FAN .., GENERAL LIGHTING @ 3 VA/FT = 3 VA X 2045 6135 VA SMALL APPLIANCE CIRCUITS 4500 VA DRYER 5000 VA WASHER 1500 VA DISHWASHER 1500 VA DISPOSAL 400 VA REFRIGERATOR 1200 VA WATER HEATER 4500 VA RANGE 12000 VA FANS 6@240 1440 VA EXHAUST FANS 4@240 960 VA OH GARAGE DOOR OPENER 600 VA GARBAGE DISPOSAL 480 VA WELL PUMP 900 VA POOL&I'IRRIGATION 0 VA 41115 VA 1ST 10,0p0 VA @ 100% 10000 VA REMAINDER @ 40% 12446 VA A/C - HEAT @65% 15000 VA TOTAL 37446 VA 240 VOLTS ELECTRICAL CONTRACTOR TO VEMFY ELECTRIAL CALCULATIONS 156,025 AMPS AND SERVICE REQUIREMENTS USE 200 AMP SERVICE ELECTRICAL LEGEND ELECTRICAL SYMBOL Ceiling Fan Light Combo Rough -In n or v' recess can it recess can It vapor proof exterior light 01 standard Light Fluorescent H======H AC Djsco.._ em'� AC uuh junction 220V m Disposal Outlet Exhaust Fan Outlet 220 V Prewhe For. GDO GDO Range J I IOV & 220V outlet I�bW cable tv outlet dishwasher outlet JllOvm„ry dryer 220V outlet electrical meter F-9 electrical panele—i a light (1 7�Y outlet outlet gfi. outlet wp pull chain light l -C 1- push button gdo f refrigerator outlet smoke and co detector O split receptacle 6 switch switch 3 way 3 telephone outlet £h. washer outlet Ulr water heater junction 220va,z wall mounted 03 1 light FUTURE WATER SOFTNEF W WELL PUMP // PRMIARY CUD SER\10E BY 200 AMP OVERHEAD ELECTRIC SERVICE 2-t/2" riser pipe PO" CO. 200 AMP SERNCE 200 ALUMINUM AMPE METER DISCD r-A/C DISC. SIZE SERVICE 200 AMPS 42 CIRCUI 20D AMP 2 PVC �R�A,CER g14 COPPER TO LIGHTS CONDUCTOR SIZE 210 CU GROUND ER ND PnAnntt�� & OUTLETS CODE #4 Bare Copp @10 COPPER TO WATER NEATER METER CAN ONLY t0 Steel Oi f00 /B COPPER TO RANGE With and CONST. TYPE RESIDENTIAL to' awayne 6, away ELECTRICAL RISER NTS v,� 4e F PNCE aEC CoMpr. N 1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIIjj�itl®`. G ``o� 2. 200 AMP SERVICE o t+ G 3. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COM�t•"r'/1.�vnO``Cj APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE,L9CAL v CODES, AND THE LOCAL POWER CO. 4. SMOKE DETECTORS ARE REQUIRED S. 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 Although every effort is made i ensure the accuracy of these plans it is the responsibility of the builder to verify all I imensions; details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. t r'w�'`I ii 'Att UT" Port Orange, F1 (386) 256-8978 Port Charlotte, FI (941) 275-9931 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. flans may not be reproduced or copied without the express written Consent of the Bnildet shown. DATE DESIGN BY: 8/12/19 LBB CHECKED BY: TMB h JOB NO. CRESTVIEW KW � REV DESCRIPTION w 1 t 7/ / 9 2 P2 07/309 .. 3 1 4 s. 6 ZJ -» LU °- LU �I L1J W a LL. HW fI L�LJU W LIJ 12- C) © (7�LL SHEET A3 ELECTRICAL SCALE: 1/4" = 1'-O" Y PER 4OF8 I LW'11VI LIVLI VWL 1\V. vlvv� Although every of fort is made to ensure the accuracy of these plans it is the responsibility of the builder to verify all &rnensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. 13' B-,_-.., ".) a ®- el DESIGN STUDIO Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 LO LLj V1 L-1 a UL W cz. a s 7 ca. � Ln in H ,n 'D Design and layout or concepts for this design were provided to Bluestream Design Studio by the builder shown. Any ,imilarities to other plans or responsibility of the builder. s plans may not be reproduced or copied without the express mitten consent of the Builder shown. DATE 9/27/19 DESIGN BY: BBB CHECKED BY: TMB JOB NO. CRESMEW KW r:EV DESCRIPTION I P1 07/09/19 2 P2 07/30/19 P3 09/271lg 4 5 6 7 _g vma SEP 3 4 2� PSt Luce Co W z w-.I Uj LOLL ur.,wU U) 0- LLJ1 is 0 0) n- 0 CL C) 0 �t LL SHEET A4 ELEVATION SCALE: 1/4" = 11-0" = 5OF$ Y PERMITSET rev O? D artment nty, FL 23' 1" ti 7? n n a o 0 1-HETA20 51' 0" 0 0 o n o o{ o o a a o 27' 11" MGT mu nev — ,uu i, « r tmowmtrvi- ,r rvn mr dHena un i—ru IRUCDLC IIETA20 - 1810 10 10DXI-1 2" NAILS & e EMBEDMENT2 TYP FOR HIP JACKS OR 1-PLY TRUSSES HTA16 1870 10 tODXi-1 2" NAILS & 4" EMBEDMENTI TYP FOR HIP JACKS OR 1-PLY TRUSSES/ HTSM20 HTWM20 1175 8 tOD NAILS & 4 1 4"X2-3 4" TAPCONS TYP FOR MISSED STRAPS NO LIMIT 2 META20 - 1 1985 5 10DXI-1 2" NAILS EACH STRAP TYP FOR 1-PLY TRUSSES GIRDERS' 2 HETA20 - 1 2500 7 160 NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 2-PLY TRUSSES GIRDERS 2 HTA16 2430 10 tOD NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 1 .. 2-PLY TRUSSES GIRDERS4 onelod�ecTae MGT MUGT15 3965 5 8" ATR EMBED 6" & 22 700 NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HGT HUGT 9790 2 3 4" ATR EMBED 10" & 8 15 FOR HG IOD NAIL ADD 4" TO EMBED FOR LINTEL BEAMS FGTR - 5000 2 1 2"X5" TITEN HD & 18 SDS1 4X3 TO WOOD MAY BE FGTRHL R 3850 MAX UPD 2 FGTR - 9400 2 1 2"X5" nTEN ND & 18 SDSi 4X3 TO WOOD EA MAY BE 2 FGTRHL 7200 MAX UPLIFT) HTT4 H174 4235 5 8" ATR EMBED 6 & 18 160 NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HT75 HTT5 5090 5 8" ATR EMBED 8" & 26 i6D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HDQ8-SDS PHD8 7630 7 8" ATR EMBED 12_& 20 3" WOOD SCREWS 3 1 2 MIN WOOD MEMBER HHDOII-SDS UPHD9 11810 i" ATR EMBED 12 & 24 3" WOOD SCREW$ 5 1/4" MIN WOOD MEMBER HHDQ14-SDS UPHD14 13710 1" ATR EMBED 12" & 30 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER MBHA NFMXXU 3165 3 4"X8" ATR EMBED FACE & TOP (1/2" TOP FOR NFM)I NGINEER TO SPECIFY USAGE ON PLANS RPS22 I KRPS22 1720 B 1(1D NAILS EACH END LA NOTCHED PTE REPAIR AT EACH PLY calm N= 1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (1) 10DX1-1/2" NAIL FOR EA 100 LEIS OF UPLIFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HTSM20/MTWM2O 1-1/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 1175#1. FOR UPLIFTS TO 3965# PROVIDE MUGT75/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 11-1IS TABLE IS ACCEPTABLE ;.C. TO PROVIDE BLOCKING f0 COMPLY Y1911 APA iETMCgIMEND /' NSA SPAN PROPOSED ROOF PLAN 5/12ROOF PITCH, 12'°OVERHANG,PLUMB CUT FASCIA SHINGLE ROOF NOTE: GC TO VERIFY ROOF PITCH, OVERHANG AND ROOF FINISH >49>4{ ` e ra• s e•'at 61 `—MINIMUM (2) 96d PER JOINT 1--MNNMUM 2z4 SYP OR SPACED AT 18'-0" MAX SPF TRUSS BRACING TRUSS BRACING OVERLAP DETAIL. N.T.S. hfl°—A' tl6Y nn"—n" wY BACISG E NOTE: 1) SEE 7tD355 MANAUpFA�C�TURER°S TRUSS FNGWEERW"€G THATy� �REGU BiFDOA PERMAMENT BRACING 2) 'i TAdNG MAY USED IN PLACE OF PERMANENT PERMANENT TRUSS BRACING N.T.S. S J 1! BFOR OTTOM w TOP & CHORD GABLE Q D M�tACBdG 0 Q� I FIRST (4) ROWS OF IDliSfi�_W� ��, V / MFfiR ETOT WATER - AIR - LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941-528-0635 North Port, Florida 34291-8049 fax 413-687-9013 F E5 SI p, y'''%,, NOTE: 1) SEE 7tD355 MANAUpFA�C�TURER°S TRUSS FNGWEERW"€G THATy� �REGU BiFDOA PERMAMENT BRACING 2) 'i TAdNG MAY USED IN PLACE OF PERMANENT PERMANENT TRUSS BRACING N.T.S. S J 1! BFOR OTTOM w TOP & CHORD GABLE Q D M�tACBdG 0 Q� I FIRST (4) ROWS OF IDliSfi�_W� ��, V / MFfiR ETOT WATER - AIR - LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941-528-0635 North Port, Florida 34291-8049 fax 413-687-9013 F E5 SI p, y'''%,, y�0 •HER••.,q�*�; an TAT# OF AUG 13 2019 ; `=,���'�9q•.�•.5��� cHRlsroPHER D. BEERS, P.E. FLORIDA LICENSE NO. 64594 'Inuu;lll,"" 0 ri.i:bnclgh every el'fori is snide t�. ensure the accuracy of These plans it is the responsibility of the builder to verity all dirncnsions, details and specifications shown. L;luestxeam Design Studio will not be held liable for any er; ors or onlissians on these plans. #AUES ' _EAM_ ® DESIGN STUDIO R=_sldental CAD Drafting �_ :D Render!n s Graphic Design Services Port Orange, FI (38Es) 256-8978 - Port Charlotte, FI (941) 275-99:31 www.bluestreamdesignstudio.com CAD@bivastreamdeslgnsrudio.com CL1 Uj M U in F— � G ly a-, t`Ejy LLF e— t3 03 CL 1+� Uj mm.r Design and layout or concepts for this design were provided to Shlestream Design Studio by The builder shown. Any similarities to other plans or blueprints is solely the responsibility. ol't11e Milder. Plans may not be reproduces or copied without the express wxitten consent a` the Builder shown. ' DATE 8/12/19 DESIGN BY: _ LBB '. CHECKED BY: TMB ;a+v NO. CRESPItEW KW REV DESCRIPTION ? P107108;19 P2 07l30/19 Ltl 4.••1 E" CU � rL LL! 9iEET A6 ROOF PLAN SCALD; 1/4" = 1'-3` OF 3 Y PER', IF OVERHANG EXCEEDS 24"' [CEILINGS E: LANAI AND ENTRY PORCH INTERMEDIATE BATTENS ARE ARE STUCCO FINISH REQUIRED 12" O.C. OVERHANG DOES NOT REQUIRE BATONS IF 12" OR LESS PRE-ENGINEERED WOOD TRUSSES WITH GALV. BEARING PLATES COMPOSITE SHMINJINGLES ON #30 FELT OVER A' Uh yIN(�(� D� P EDGE 11N" CDXl4 NAILS SHEATHING W/8d 2 G�UGE i MIL.) THROUGHOUT ATTACH WITH ROOF NAILS, AT 12" O.C.° STAGGER WIl-H -` FASCIA NAILS 12" OVERHANG 26 GAUGE (MIN.) \� . ALUMINUM FASCIA OVER 2x4 END RAIL, ATTACH 2x4 TO TRUSSES WITH ` (2) 12d, FACE NAILED — c ATTACH FASCIA V"VITH ROOF R NAILS AT 12" O.C.; STAGGER DRIP EDGE NAILS S PREFINISHED PERFORATED VINYL SOFFIT- ATTACH a TO WALL WITH "F" CHANNEL. F' �2 USING "T-NAILS" AT 16" O.C. (MIN. 5/8'° LENGTH) AND TO FASCIA BOARD AND BATTEN V'VITH 0.12" DIAMETER, 1-1/2" LONG, SMOOTH SHANK NAILS (I.E. 4d ROOFING COIL NAILS) SAT 1'211 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 W/ 3000 PSI CONIC. STD. 900 HOOK TOP & BOTTOM MIN. 25" LAP. PROVIDE INSPECTION HOLES. WINDOW 8"x8"x16" CONC. BLOCK DECORATIVE CEMENTIOUS COATING (1) COURSE 9" BLK GRADE SHALL BE v4" BEI.O'VJ FINISH _ ­7 FLOOR LINE 11 •I • WIRE LATH 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical 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 L CL cu(10 BLOCK FILLED INJECTED FOAM INSULATION R-9 1/2 DRYWALL OVER 1x2 P.T. WD. FURRING WOOD BASE 4" CONC. SLAB, 3000 PSI, W/ FIBERMESH OR 6X6X10/10 WWM ON A 6 MIL VIS UEEN VAPOR BARRIER W/ TAPED & LAPPED JOINTS, OVER TERMITE TREATED, WELL COMPACTED EARTH 16aW X 16"H C0NC. F00TING --- W/\\\ \\//\/�\��/\\//\\/�\\• FILL MUST BE CLEAN AND N/,2) #5 BARS CONT. r�//��//i///�� COMPACTED TO A MINIMUM (OR AS NOTED ON FND. PLAN) OF 95% OF THE MODIFIED -rX/M1f-%AI IAIAI I CCf'TlnA1PROCTOR MAXIMUM DRY DENSITY NOT TO SCALE TRUSS CONNECTOR NOTES: L PROVIDE SIMPSON (i)HETA 20 HURRICANE STRAP 1 AT EACH TRUSS TO TIE -BEAM CONNECTION, UNLESS NOTED OTHERWISE. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered 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. P.T. 1/2" DRYWALL 1X2 P.T. FURRING -.—� �.—........ .... WINDOW FRAME '_,_� ATTACH I'D CONC. BLOCK THROUGH WOOD WINDOW I I BUCK W( 3'16" X 2 3/4" TAPCONS. I I F1' L ALL HOLES. 1-1/4" MIN EMBEDMENT -------� '_`--�IX4 P.T. WINDOW BUCK. ATTACHED W/ 1-1/2" "T•' NAILS @ 18" O.C. VERT TYP. STUCCO WINDOW ATTACHMENT DETAIL - - NOT TO SCALE r-1 X2 P.T. FURRING\ SIMPSON HEFA18 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 STRAP DBL TOP PLATE TO EA. STUD USING SIMPSON SP STRAPS. ADJUST THE STRAP SIZE TO MATCH STUD WIDTH. CONCRETE FOOTER MASONRY TO FRAME BEARING WALL CONNECTION SEE FLOOR PLAN FOR BEAM SPEC. NOT TO SCALE BEAM - SEE FLOOR PLAN FOR SPECS (4) 10d EACH SIDE OF 2x4 TO BEAM 10d AT 4" O.C. BOTH SIDES SUPPORT COLUMN ' I n BUILT-UP 2x4's OR I' 4x4 POST 11 �rl I� I' (2) SIMPSON HETA18's W/(10) 16d EACH TO ''�• i i I i . it POST TYPICAL BLOCK r" „.LI- WALL �"`•+e I + r i � I'i TIE BEAM I I ALTERNATE HOLDOWN: ' USE (2) SIMPSON MSTAM24 WITH (9) 10d AND (5) u u 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, LSTAI5FASTENED W/ (12) 10d NAILS EACH GENERAL NOTES: 1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT O'-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 SPECIFICA77ONS, OR ARE SUPERVISED BY THE ARCHITECT DURING CONSTRUCTION. 7) ALL MODIFICATIONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER, I CLIP EACH TRUSS (SEE FLOOR PLAN FOR TYPE) — FRAME OUT TO BLOCK EDGE 2" X 12" WO D BEAM I I � I STUD ANCHORING: STUD TO TOP PLATE, 7116" OSB W/8d SIMPSON SP4 OR SP2 COMMONS @ 6" ON EDGES & 12" IN FIELD ! i 2x4 SYP @ 16" O.C. TO 48" HIGH '4"X4" WOOD POST CENTERED ON CBS WALL CBS WALL 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 114 x2-1/4 TITENS -(3) A.B. W/6" I MIN.EMB. SPACED EQ. W/2" HEADER AT RAISED ENTRY/CMU WALL WASHER OR (4) 4" X 4-1/2" NOT TO SCALE WEDGE ANCHOR ENTRY CMU COLUMN/HEADER NOT TO SCALE TYP STUCCO FILLED BLOCK 1#5 FOIL CASING 1X2 P.T. FURRIN 1/2" DRYWALL EXT. SWING DOOR 1/2" DRYWALL ATTACHMENT DETAIL NOT TO SCALE 1X2 P.T. FURRING jj) DOORFRAME ATTACH CONIC. 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 : r @ 18" O.C. VERT '-�TYP. STUCCO S.G.D. ATTACHMENT DETAIL NOT TO SCALE_ 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 DOOR JAMB ATTACHED W/ 1/4" X 3-1/2" TAPCONS @ 6" EACH END & 18" O.C. (SINGLE LEAF) & 12" O.C. (DBL LEAF) 16" NOMINAL VERTICAL #5 REBAR (TYR) a z o ,Na^ CONCRETE FILLED CELL Z 0 o° 8"x16" CMU 8"X 16" C.M.U. DETAIL NOT TO SCALE I I i 46 I I CONTINUOUS BOTTOM CHORD BRACING 2x4 MINIMUM CROSS BRACING DETAIL (TYP.) NOT TO SCALE MINIMUM 2x4 CROSS BRACING (SEE PLAN FOR LOCATIONS) (3) 12d NAILS PER JOINT 2—#5 BARS CONTINUOUS w/25" MIN LAP & 1—#5 VERTICAL BAR AT CORNER 2X6 BLOCKING FPO —_ 2x6 PT with 1/2" x 7" wedge anchors with BRACKETS square washers MOUNTING BRAC�, �• GLIDE ROD • in N 2x4 P.T. LINTEL Ln N V ' 16" FOOTING AT CORNER 2x6 SYP @16" O.C. 48" TO I 72" IN HEIGHT SIMPSON SP4 OR SP1 OR USP TP4X FROM I STUD TO BOT. PLATE r 1/2"x8' WEDGE ANCHOR ' AT 32" O.C. .e 8" CMU WALL KNEEWALL DETAIL NOT TO SCALE in N BARS PER PLAN w/25" MIN LAP BEAM CORNER DETAIL NOT TO SCALE DETAILS 2x6 P.T. S.Y.P. BUCK / f ONE 1/2" x 1-5/8" LAG MOUNTING SCREW PER TRACK BRACKET BRACKET FOR AS PER MANUFACTURER SPRING WEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK TWO (MIN.) 1/4" TAPCON TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK THRU 2X BLOCK INTO CMU; MIN. INSTALLATION DETAIL N.T.S. LENGTH OF 4" GARAGE DOOR BUCK INSTALLATION HEAD USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED IN ALLA GARAGE DOOR SPRING BUCK C ST TION WITH A MINIMUM OF FOUR 1/2" d WEDGE ANCHORS USE 2x8 PRESSURE TREATED WOOD BUCK BUCK ABOVE GARAGE WITH 3" WASHERS STARTING AT 8" FROM EACH END OF SUFFICIENT HEIGHT TO ODOR OPENING; ATTACH AND SPACED NO MORE THAN 32" D.C. ACCOMMODATE BRACKETS. ATTACH CONCRETE NAILS ®A" O.C. CONCRETE NAILS AT 4" O.C. GARAGE OVERHEAD DOOR CONNECTION NOT TO SCALE NOT TO SCALE 1:0R �'�� GpN►P OVN0 goo v��E � SS ° �' 130CC 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-487-9013 ```auunruurr„,, Lo �/) -� v H Z ' •. TATE OF r - O •F�oR��P'J`�; SEP 2 7 293 6�s94"* S� oo CHRISTOPHER D. BEERS, P.E. _ FLORIDA LICENSE NO. 64594 Although every effort is made to ensure the accuracy of these plans it is he 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. _BLUESTREA DS DESIGN STUDIO Residental CAD Drafting 31) Renderings rap Ic Ign Services Port Orange, FI (386)256-8978 Port Charlotte, FI (941) 275-9931 www. bluestreamdesignstLidio.com CAD@biuestr�eamdes€g nstudio.cont LLI Ln J rn U_ Lin W t- L•) 3: ie; sa. MR Design and layout or concepts for this design were provided to Bluestreana 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 wriiten consent of the Builder shown. DATE 9/27/19 DESIGN BY: LBB CHECKED BY: TMB JOB NO. CRE ST•VIEW KW REV DESCRIPTION 1 IP9 07/09/19 2 P2 07/30/19 3 P3 09/27/19 4 S 7 8 _ Y PERMiTSET rev 092 0111111111111111 FRECHWD SEP 3 0 2019 Permitting Depa tment t. Lucie Coun FL LU pi W -i I! I Lu � LL > 0) Lu (9 Ci' ti y CL UJ D_ Lu () u- SHEET S1 STRUCTURAL SCALE; Custom 9CIF8 2x4L.00KOUTS 24" O.C. (TYP.) UPlo2' HEIGHT IS TOR MORE; EXTEND BACK 3 BAYS OR TYVEK & 5/8" PLYWOOD W/ NAIL PRO 2x.075 @ 6" O.C.- PER ASTM C1063 GABLE END' SEE ELEVATION 10d NAILS @ 6" INTO 2x6 PLATE 8" U-BLOCK WITH WITH (1) #5 RE -BAR -- TOP CONTINUOUS VERT. REIN[ SEE PLAN 2x4 BLOCKS @ 16" O.C. FASTEN TO LOOKOUT W/TVV0 10d NAILS AND CUP WITH HCLH OR H4 (IF MORE THAN 12" OVERHANG) OTHERWISE TOE NAIL W/TWO 10d NAILS TO GABLE TOP CHORD TOE NAIL 2x4 "T-BACK" BRA( AT VERTICALS TAL THAN 48", FASTEN :LOd.NAILS .@ 6" 0. BRACING - DO NOT TOE NAIL BLOCKING @ M GABLE END 2x6 P.T.(MM�IN. ATTACH TO BEAM W/ 8 AN HOR BOLT AT 3// 6C'0X kONWASHERS WIT H'' OR EMBEDMENTAT12 O.C. S" EMBEDMENT -8" CMU WALL 1/2" DRYWALL . NVENT ON<�A13LE END CONNECTION DETAIL NOT TO SCALE 2X12 HEADER NO ^. (2)2x12 TO SAND�JICH (1)112 PLYWOOD W/ t2) ROWS OF 3" NAILS 6. O.C. NOTE: 8EARING WALLS THAT GO INTO SLOCK'WALU� ATTACH WITH NIEDCE ANCHORS 3T' O.C. VLPTICALLY UP WALL. CONNECT TRUSSES TO LOAD BEAR WALL AS NOTED ON THE PLANS. (2)2xl2 HEADER OR AS NOTED ON THE PLANS (2)SIMPSON "LSTA21" STRAPS PER SIDE PER HEADER 1/2" 0 WEDGE ANCHORS, 8" - DEPTH WITHIN 6" OF STUDS; & 32" O.C. FOR REMAINING WALL W/3" HOOKAND 3" 0 WASHERS. NOTE: ALTERNATIVE HOLDDOWN ISSIMPSON"HTT4" ATTACHED TO STUDS. (1)SIMPSON OTE:( -� PER STUD. NOTE: (2) JACK STUDS :& (1) KING STUD (MIN) a . . d s ° 'CONCRETE FOUNDATION ', d e 4 .,y' SAS NOTED ON PLANS . a. d a ,a a e ,a Q. ♦ ' FRAM E 13RIC3, WALL W/ OPENING T Mt"AL (CONNECTOR DETAIL NOT TO SCALE ROOFING - SEE TYP WALL SEC FOR DETAILS 12 V �5 V RINGCOX PLYWOOD ATTACH 70 WD RAFTER W/ Sd RINGSHANK "NAILS Ab 6" O.C. E&F 26 GA, MIN. ALUM DRIP EDGE OVER 1"X3" P.T. 2X4 SUB FASCIA 80 ATTACH RAFTERS W/ (2) 10d NAILS EA. RAFTER ALUM. SOFFIT & FASCIA / �IX7 HARDILAP SIDING W/ iX4 TRIM-- 151.32" OR I/2" CDX HORIZ SHEETS OF PLYWOOE NAILED TO STUDS W/ 84NAILS 4" O.C. & EDGES T" FLASHING 2X4 STUDS 16" O.C. P,T. 2X4 SOLE PLATE ATTACH TO TRUSSES W/ (2) 3" LONG DECK SCREWS 0 EA. TRUSS, AREA OPEN TO TRUSSES BELOW TYPICAL CUPELA DETAIL SCALE = N.T.S 25" MIN ACTUAL CHANGE IN BEAM ELEVATION DETERMINED IN FIELD #5 HORIZ REBAR IN BEAM BLK SEE TYP. WALL SECTION FOR DETAILS BEAM BLOCK SEE WALL SECTION FOR DETAILS #5 REBAR VERTICAL BEAM BLOCK SEE WALL SECTION FOR DETAILS #5 HORIZ REBAR IN BEAM BILK SEE TYP. WALL SECTION FOR DETAILS #5 HORIZ REBAR CORNER BENT IN "L" CONFIGURATION FOR MIN. LAP ON VERT. REBAR CHANGE IN BEAM BLOCK ELEVATION DETAIL NOT TO SC4LE PRE -MANUFACTURE^ TRUSSES 2X4 STUDS SEE WALL SE FOR APPLICAI AND STUD SP @ 24" O.C. 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING CO[ RESIDENTIAL PRE-MANUFATURED TRUSSES )X4 TOP PLATE SIMPSON STRAP Mrs 12 FASTENED W/ (14) l0kiXI-1/2" NAILS EACH STUD TO SOLE PLATE & RAFTER TOP PLATE. (4) LOCATIONS PREFAB ROOF TRUSSES 0 24" O.C. WIRE LATH 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical 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 NON- BEARING WALL CONNECTION NOT TO SCALE NOTE: NON BEARING WALL DETAIL IS IN ACCORDANCE WITH 602.2 OF THE FLORIDA BUILDING CODE 6TH EDITION l W WN LAP\ 25 MW LAP, till I # � A I 1 1 I 1 I 1 1 1 I I 1 1 1 1 I ar -d'"- • Y-A F ::tR PER FLSL. --� I-4 91-011 1-^1 ii 111-811 -I FRONT ENTRY DETAIL NOT TO SCALE 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 R 1900 PSI. CMU MATERIALS AND CONSTRUCTION SHALL COMPLY WITH "SPECIFICTION FOR MASONRY STRUCTURES" ACI 530.1/ASCE 6-05/1MS 602-05. PART 2 & 3 100.1.2 MORTAR - SHALL BE EITHER TYPE M R 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 111NCH SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476. 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 5,10. 100.1.5 REINFORCING STEEL - SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A 615, A 616, A 617, R A 708, 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 WARE 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- IION 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 OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE NAILS, FOR EXAMPLE, 80 = 2 1/2 INCHES LONG X 0.131-INCH DIAMETER. SEE TABLE 8.8A IN THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 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, R 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 STRENTH, Fb, OF 2,850 PSI AND MODULUS OF ELASIICITY, E, R 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/b 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 R ROUT 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- REINFRCING 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- SPLICES SHALL BE LAP SPUCES. 1. NONCONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING BARS ARE NOT RACED 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). SPUCES OF A NO. 5 BAR 'NTH ONE NO, 7 BAR SHALL BE A MINIMUM OF 25 INCHES, AND TWO NO. 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 COLD, 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 WHERE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH 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 ROUT 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 ROUT) R NOT LESS THAN: 2 INCHES FOR MASONRY UNITS. WITH FACE EXPOSED TO EARTH R 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- NAIUNG FOR ROOF AND WALL SHEATHING SHALL BE (1) 8d RINGSHANK NAILS FOR ALL SHEATHING UP T14RU 1/2" THICK AT 6 O.C. THROUGHOUT; AND (2) 10d RINGSHANK NAILS FOR SHEATHING LARGER THAN 1/2" THICK. NAILING 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 WITH (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 R 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 WITH 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, R THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PA3SiNG THROUGH. 101.2 CONSTRUCTION 101.2.1- THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS 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 STEMWALLS 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. WIDTH SHALL BE SUFFICIENT TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW R 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 PATH REDHEAD 3/16" TAPGONS (THROUGH THE WINDOW R SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-1/4' R PENETRATION INTO THE CMU R CONCRETE. THE NUMBER OF TAPOONS SHALL BE PER THE MANUFACTURER'S INSTALLATION DETAILS. PRIOR TO ATTACHING THE WOOD SUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH OF THE JOINT. ENTRY DOOR UMITATIONS AND BUCK INSTALLATION WOOD BUCK STRIPS SHALL BE "ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW R DOOR FRAME. THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU R CONCRETE WITH CASEHARD 1-3/4" NAILS AT 16' O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16" TAPCONS (THROUGH THE DOOR FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-1/4" OF PENETRATION INTO THE CMU R CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE MANUFACTURER'S INSTALLATION DETAILS. DEADBOLT SHALL BE TITAN 780 SGL CYLINDER (OR EQUIVALENT) W/ 2-3/8" BACKSET 039" FROM TOP OF SLAB. LOCKSET SHALL BE TITAN 720H SGL CYL (R EQUIVALENT) W/ 2-3/8" BACKSET 0 44-1/2" FROM TOP R SLAB. USE 4-1/2" X 1-5/8" WOOD LOCK BLOCK 0 EACH LOCK PREP. GENERAL NOTE FOR OPENINGS: WOOD MEMBERS THICKER THAN THOSE SPECIFIED MAY BE USED AS LONG AS THE LENGTH OF THE 3/16" TAPCONS IS SUFFICIENT TO OBTAIN A MIN. R 1-3/8" PENETRATION INTO THE CMU R TIE BEAM. TYPICAL CORRECTION NOTES 1) ONE SIMPSON RFB#4x10 MAY BE SUBSTITUTED FOR 1/2" ANCHOR BOLTS WHEN NECESSARY 2) MISSnd IN TRUSS AND (44)1%4.0 STRAPS FOR FASTENERS AN CONCRETE FOR UPLIFTCONCRETE BEAMS - USE SIMPSON S UP TO NTH (8701 LB&; IN CONCRETE FOR UPLIFTS UP TO 1175 LEIS; 3) MISSED DOWELS - SET 5/8" DIAMETER, 33" LENGTH DOWEL INTO 3/4"x 8" HOLE; SET IN SIMPSON SET EPDXY OR EQUIVALENT. 4) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x10/10 WELDED WIRE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS. 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 VERITCAL 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. 8x8 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SDPPORT AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. 2. 8xl6 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. 1202 INCH COLUMN AND 16x16 INCH COLUMN; FOUR NO. 5 STANDARD 90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION AND SPUCED WITH 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 SPUCED TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED IN A CORNER. 106.3- LAIERAL TIES OF A MINIMUM 1/4 INCH DIAMETER SHALL BE USED TO ENCLOSE VERTICAL COLUMN REINFORCEMENT AS FOLLOWS: 1. MAXIMUM VERTICAL SPACING R LATERAL TIES SHALL NOT EXCEED THE LEAST NOMINAL CROSS SECTIONAL DIMENSION OF THE COLUMN. 2, LATERAL TIES MAY BE PLACED IN THE MORTAR JOINTS (PROVIDED THEY ARE NO LARGER THAN 1/4 INCH DIAMETER) OR IN THE ROUT. 3. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE -HALF THE LATERAL TIE SPACING ABOVE THE TOP R THE FOOTING, SLAB, OR BEAM IN ANY STORY. THE TOP LATERAL TIE SHALL NOT BE MORE THAN ONE -HALF THE LATERAL TIE SPACING 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 1609.1 FOR THE 170 MPH WIND BORNE MISSILE TEST. OR, WOOD STRUCTURAL PANELS MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION THEN THE WINDOWS NEED ONLY MEET THE PRESSURE REQUIREMENTS OF FBC 1609.1 FOR THE 170 MPH WIND LOAD AND NOT THE WIND BORNE MISSILE TEST. THE CON- 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 COMPUANCE WITH THESE SPECIFICATIONS. WINDOW, EXTERIOR DOOR AND PANEL CRITERIA THE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS, SGD, DOORS AND PANELS IN REGARDS TO COMPUANCE WITH FLORIDA BUILDING CODE SECTION 1609 FOR A 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN RENEWED AND ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT WHEN INSTALLED IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFICATIONS. ADDITIONAL GENERAL & STRUCTURAL NOTES 1. CONSTRUCTION METHODS SHALL COMPLY MATH ALL STATE AND LOCAL CODES. 2. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY DIMENSIONS, DETAILS, AND/OR ANY DISCREPENGES PRIOR TO CONSTRUCTION. 3. THESE PLANS WERE RENEWED BY THE ENGINEER FOR STRUCTURAL COMPUANCE 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 CONNECTIONS R 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) A5 VERTICAL RE -BAR. 6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE (2) 202 BEAM PATH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER THAN 6' USE (2) 2x12 BEAM AND (3) FULL LENGTH STUDS AT EACH END. CONNECT BEAMS TO STUDS NTH A MINIMUM OF (2) USP RT12's EACH END. TO STUDS MATH 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 BuAd[ng Code 2017 6th edition. 8. 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 AIOBA, A108.4, AIO&S, A108.6, A108.11, A118.1. A118.3, A136.1 and A137.1. r,- ` �4 �' 'a wT A I E�FAR, N WED IF�R �EvIE MISS ,aAN Goof co GQVN ST Lv B®GC 5109 Grand PaIrrietto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-487-9013 HER 0. ;a*, Z 1.v STATE OF p "'//mulnLutaa v AUG 13 2019 W LUJ CHRISTOPHER D. BEERS, P.E. Z� FLORIDA LICENSE NO. 64594 (n Although every effort is made to ensure the accuracy of these plans it is the responsibility of die 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. E 'y1fa+� A 'lx U-L^r3�.IGN S1 UD'10 Part Orange, FI (386) 256-8978 Port Charlotte, FI (941)275-9931 6 j m IJLj In r( 1 M � M Z U_ Lu Ce "D 0 l 3 i) Ln I- LLn 0- Design and layout or concepts for this design were provided I Bluestrcam Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder, flans may not be reproduced c copied without the express written consent of the Builder shown. ` DATE 8/12/19 DESIGN BY: LBB CHECKED BY: TMB OB NO. CREST1.11EW KW a�e K ' REV I DESCRIPTION _- P1. 7/O9/T9 2. P2 07/30/19 3 _4 T e 5 B. UJ Z F- J < tY Uj WQLLLL I.- > CT) IJU rj WUJI 0 LI.I t]_ W 0rna ' 0 0�LLL SHEET S2 STRUCTURAL - SCALE: 1/4" = i'-0" 10 OF 8 Yrla I Job M 596 Performed by Vicki Lynne Barenberg for. Georgette Yates 4419 Pressler Lane Fort Pierce, FL 34982 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone:772.800.8413 %Ac kilynne@ai rcalcs.com Scale: 1 : 113 Page 1 RightSuite�D Universal 2019 19.0.09 RSU27054 2019JL0214:06:17 ...rgette Yates Residence Grwa.iup rAI nn D s op p; DONO y NO f=s,*^T9 @ Cg3bR Eg..RECyT R RESSSE,".^ -.i ,.._ REFEFfRW-Gi TO II THE ENGI# DRAWINGS AUNT) SHEET& ALL PERMANENT BRACING MIJIST BE IN PLACE PRIOR TO LOADING TRUSSES. lie. SI•iENFHING, SHINGLES, ETC.) ALL INTERIOR BEAR'UNG "BALLS MUST BE IN PLACE P.r iOR TO INSTALLING TRUSSES. REFER TO FINAL. E'N<.GINFERING SHEETS FOR THEW FOI_I..E�9IlG. 1) NUMBER OF GI= 'L-I-- PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK RaalRwEmdTS. 3) SCAB DETAILS (IFREQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WAE $v®Na; Backcharges Will Not Be Arent€€I Regardless of Fault Without Prior Notification By Customer Within 49 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. QROFESS% �pHER ql :h GROZA DRS -594 '* I ES: SPEC: SU�� THIS TRUS9'h,41N HAS SEEN � � � — --- - ---- clS�iE REVIEWED BY THE ENGINEER OF -- J ADDRESS: 4419 PRESSLER LANE RECORD AND IS ACCEPTABLE _II --- ----- — - - FOR THIS PROJECT. c� _ LOT i BLOCK - ------ -- - --- --: ----- CITY: FORT PIECE COUNTY ST LUCK CO DRAWN BY: JL 2019244 - - -' JOB # : T --J- HANGER LEGEND DATE 107/25/19 SCALE: NTS L 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED f -- RWISE L-------' ---. L 4x2 FLOOR HANGERS SHOWN ARE HHUS46REVISIONS: - --- - - -- SS NOTED OTHERWISE - MAIN WIND FORCE WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY RESISTING C SYSTEMIC-C HYBRID OCCUPANCY WIND LOAD 170 *TRUSSES HAVE CATEGORY MPH BEEN II DESIGNED FOR A 10.0 PSF BOTTOM CHORD ANY OTHER LIVE LIVE LOADS LOAD NONCCNCURRENT WITH FLOOR LOADING ROOF LOADING TCLL: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF TOTAL: 37 PSF TOTA'`': PSF DURATION: 1.25 DURATION: 2 BY IMPORTANT 4. This Drawing Must Be Approved s FabricationReturned Before • .' .. / ApprovalOf ACCEPTED.NOTES AND DI NSIONS HAVE BEEN By �._ Date 701 S. DINGS HIGHWAY FORT PIECE, FL 3494-5 Ph. (772) - 46.1 5415 TYPE DESIGNATION FILLED MRH GROVT I -UNFLLEO Pr GUART OF Ys FlEto a)Om PEW AT BOTTOM OF I INTEL CAVRY FOR rl GRAVRY LOM 8F16-1 B/1 T CASTCRETE PRECAST GMINM MOTH -RDANTRYGF AIEL.T LINTEL SCHEDULE AOMF.6rFAR AT TOP OF NOMINN. XEIGXi CGM pOSRE ULWTEL FOR LIM1Ft LDAn 0 FELD ADDED RR_BAR AT TOPOF.POW. V- MELMN.[')Rw-0 1.11rC .R w r flELO0.ACFO GMV. 2 � � cRour H6_p REAR AT For a 5'-30" Overall length U-lintel Type 8F16-1B/IT: 6OTTOM UPUUMELCAMTI Safe supeximpaeed gravity load = 4360 PLF 6oTTarn RONFORONG Safe superimposed uplift load = 2080 PLF NOMI�T.ve,,.muAL 4£ RENNf'ORCING5QFNEua0 Safe superimposed lateral load = 339 PLF Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift Uplift Load Load Load Load O3'.0" 8F16-1B-IT 6113 <1000 3524 <500 OT-B" 8FI6-I&IT 6113 <1000 3060 <500 O4'-4" SF14-IB-IT 5206 <1000 2362 <500 O4'-6" 81716-13-IT 6113 <1000 2707 <500 O4'-6" 8F16-113-1T 6113 <1000 2707 <500 O4'-8" 8F16-1B-IT 5365 <1000 2276 <500 7 5'-6" 8F16-1B-lT 4360 <1000 2080 <500 O5'-101, 8F16-113-1T 4360 <1000 2080 <500 O6'-2" 8Fl6dB-lT 3490 <1000 1868 <500 10 7.4" 8F16.I&IT 2661 <1000 1624 <500 11 7-6" 8F16-1B-1T 2661 <1000 1624 <500 12 7-8" 8F164B-1T 1843 <1000 1136 <500 12 7-8" 8RF14-1B-IT 1568 <1000 1072 <500 13 8.-0" 8FI6-1B-1T 1843 <1000 1136 <500 14 9'-4" 8F16-IB-IT 1843 <1000 1136 <500 15 10'4" 8FI&IB-IT 1533 <1000 916 <500 16 lu-8" 81716-113-1T 1366 <1000 800 <500 17 12'-8" 8F16-1B-1T 1075 <1000 607 <500 18 17-4" 8Fl&IB-1T 950 <1000 405 <500 19 194" 8F1&IB-IT 750 <1000 348 <500 23'-1" 4'-4"1. 3'-2" L 15'-7" I!R:7 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 1-3/6" THICK, OR 20-MINUTE FIRE -RATED DOORS, 11 27'-1111 12'-711 1'4" 8" PRECAST LI-LINTEL'\ 8F16-16 AND 8F36-iT� e 12'-811 ■ _____ ________________________ ■ ■ _---_-_--_______IL_________-___ ■ ■ „ _ u ■ /SHOWER O ii I II + 1 rh 11 I x-41N y ■ LANAI N O 111 Ln 1,1 3 1 , 10 -721, t� 1 32 M I O CD I 2 4 00 _ 3'-511 1 M14'4'j. 614' to 71-811 1. 6'-4" 31-711 i n O c0 " BATH 2 12 2 12 ■ O .M-I .'1-1 ii _ II tiIN ,�j ro 81B F iA B60 ii 'I ■ II (N I I BEDRICIA #2 N ° ° ■ ■ - ■ ■ ■ u (2) 3068 SINGLE LT " B'-D" FLAT,G IMPACT , , 3 -3 3068SINGLE LT i PACT (vT n II 11 u 72'-5" T u It ■ it N „ II n II II m O „ 20,_9211 I rn N II 161-$211 _ 11 121_2N x _ Ci 1 Ln 00 FLEX ;; tiIN LIVING ROOM 9'-0" FLAT CLG i CID I 10'.0" FLAT CLG TER SUITE _ B1L.0" FLAT CLG �- r^i n _ q- ro, n p rN 1 O N O N O u N ■ n ii u R&S-- „ It II I ____ II II " SBF2 " n u CN u to ■ it I I '-I N 2 ' /2- I 1 8 " - c., _' 10'-1" ;; m 1 11 , ,I 3 -8 3 -4 , 1, , 2 -7 3 -5 -2— 2 1 11 3 -11 , „ 5 -10 , r• 2 1 u I M 4 ER O m (N n u It I' zs66 D n ■ BEDROOM: #3 1 u >Pe En xNBEwALtwi ;- T-0" FLAT C�G N M BARTOP @ CABINET HT i _ IT 1 30 -ry I DW ' FARMHOUSE II I I N W I I R&S I I _ _ _ _ _ Ln a CAPRON ^ I_ In ^ ' FRONTSINK 1 7 II 11 1 11 0 3 -9 2 11 2 1 11 7 -0 DRY '� 21_' 11 31_5 FQ G° 11 ' 1 N $ -22 11 WIC 1 - - p� c 1N M KITCHEN 10'-0" FLAT CLG '7-11 P2 POST (� THRU ROOF i ;; - CD [t ■ � 8'-0" BRG WA e A _ -A - in ❑ rC ry 68 SC 00 RANGE W/ 1 INSULATION, -- I i 20 MIN I MICRO O i O u � ' yHm "I SE WH INC1 I I a II j SI attic II PSON HTS20 „�-- i__-_j j -- e O IRBF I n ® Pa u C NNECTED TO N -1 SH POLE - ----- -- ---- --- rx E CH 11 ii r-__-______� � 22 X54",' , 11------- 1 ■ ONG FRS ONGFRAMED„ 1 'ARINGWALL911 ATTIC AQCESS , I 1 R&S U .O M 1 NEM LOCATE III-=--------=' ' -62 11 , 8-22 ' 1'I mr I18'-8" -101, 31_a, 3'- . 5'-10" _ II ,i -- ° it1[00�� e� III1 '-i`A, U O 00 SI YSON HTS20 v rRECESS -" i 3 DININ _ " ■ Co CTFD To "AN I "---- --- ti nCD EACH m ti1N VAULT TO IO'-0" AT CLG M n ----- iV II A GARAGE NGFRAMED ry _ _ .a n 2"iKNEEWAIL C] BE ARING WALLS M �N N ° GLASS ABOVE MoV ry I 1 8'-0" FLAT CLG AFF U. .O 2 C�o RIr ■ 18'-10" Z ii $ B o MS,�.'ERBA HB r__ ^ _________ _____________�y_____T FOYER ■ „ VAULT TO 10'-0" FLAT CLG B' I' FLAT CLG I „ (2)3068 IL ■ ■ ■ ■ L__ ■ ■ ■ 12r - 1 GIRDER SH 3 I I SH 35 2'-10 L10. 4'-611 3'-811:C, CID- I , `� ENTRY' 'V' 1 o I ENTRY o 8'.0" FLAT CLG ■ ■ 5 ■ ■ '" I 11'-0'FLAT CLG --------T---,------ _ ■ ■ ■ ■ 16' X T OHD d ' IR4ClF1IIaRG R �.' O M BEAM PKT f-OR PCL @ S.-0" 00 _ I ?I,'d w TOP BEARING - O LINTEL + 2 COURSE BILK ABOVE TOP BRG @ 11'-0" 2'-011 16'-01' 2'-0" 2'-10" 4'-61' '-8" 1-4' 91-411 '-4' 8'-811 '-4' 1. 20'-011 9'-0" Ir 12'-011 10'-011 51'-0" 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 CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" 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 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. @ 3'-O" 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. m BRG. PARTITION WALL - G' (U.N.O.) 1/2' GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. VERIFY THE ELEVATIONS OF THE HOUSE 4 FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN NOTE: BEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOvE CEILING FASTERNERS/CONNECTIONS, THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUES, AND GIRDER -GIRDER CONNECTIONS POST SCHEDULE MARK SPECIF[GITIONS THREE 20 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" P 1 POST e.c. STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP W/ (2) SIMPSON "HTS20" aAT BOTTOM W/ (1) SIMPSON "H774" PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL USE 2x6 STUDS THREE 2x4 STUDS NAILED TOGETHER WITH red NAILS EACH FACE AT 12' P-2 POST c.c. STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP W/ (1) SIMPSON "MGT' a AT BOTTOM W/ (2) SIMPSON "HT74" 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 2x6 STUDS TWO 2x4 STUDS NAILED TOGETHER WITH led NAILS EACH FACE AT 12' c. STARTING AT 6" FROM ENDS, ATTACH TO GIRDER/TRUSS AT TOP P-3 POST W/ (2) SIMPSON "MTS2W aAT BOTTOM W/ (1) SIMPSON "11TT4" PER MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL USE 2x6 STUDS SQUARE FOOTAGE LIVING 2045 GARAGE 410 LANAI 233 ENTRY 131 TOTAL 2819 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #2o-5F— & Well # 51- Date: %I2QI w WATER -Al R - LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 SCANNED NED St. Lucle C inty )GCq - E 07 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. BLUESTREAM DS DESIGN STUDIO Residental CAD Drafting 3D Renderin s sices rap Ic eslgn a Port Charlotte, FI (941) 275-9931 www.bluesbwmdwignstudio.com CAD@bluestreamdesignstudio.mm J m PW- M U ON J o J Hti U. 1W4 O J CL ~ O LM CL rt 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 7/30/19 DESIGN BY: LBB CHECKED BY: TMB JOB NO. CRESTVIEW KW REV DESCRIPTION I P107/09/19 2 P2 07/30/19 3 4 5 6 7 8 File Copy ` o w CO Z wg W_ W WIJi w a—+ WWO p W 0 aLL SHEET A2 FLOOR PLAN SCALE: 1/4" = 1'-0" 3CIF$ of Y.dwg 1 r, "t, a. 11 I _ ,, 1 tii