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Home My WebLink About20200610142522484_0001TYPE DESIGNATION WITH GROUT U- UNFILLED �F=FILLFI) rnUANR OF IS FIELD ADDED REBAR AT 1 BOTTOM ofLL INTEL UVm FOR BD70M FUA 81 F 1 B/1 T 16-1 CASTCRET�ETTPR�ETTCAST LOUAsoREUkRuTLD NOMIxAL WIDTH J J P➢DED RE&lR T OF LINTEL SC MDULE NOMINAL HEIGHT UOMPOSITELOA U -LINTEL FOR IN L UPLIFT LOAD .11ELOADGEDPEPFRAT TOPOFOOMPGSIIE u- INTELMIN 111 REO'0 I.�ri CLEAR .A FIELD PLED O.U. 20 10D NAILS EACH STRAP GROUT 2 `? "s FIHOADOFDREa AT For a 5'-10" overall length U -lintel Type 8F16-lB/1T: PGTTOMOFUIINTELCAVm Safe superimposed gravity load =4360 PLF T>rFAcruAL SOi"IM REIxvasclxG Safe superimposed uplift load =2080 PLF FRONDED IN D.GxrEL •NOMINALWIOTH (SEE WNFORCING SOHEDULE) Safe superimposed lateral load=339 PLF BRG. PARTITION WALL - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. 0 Beam Safe Applied Safe Applied T-2" 71.8T1 Composite Gravity Gravity Uplift Uplift io MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. (� Load Load Load Load OT-8" MAIN WINDFACE RESISTING SYSTEM 8F16-lB-lT 6113 <1000 3060 <500 O4'-0" Oa' 8F16 -1B -1T 6113 <1000 3060 <500 O3 4'-4" 8F16 -1B -1T 6113 <1000 2707 <500 O4'-611 for this design were provided to 8F16-IB-lT 6113 <1000 2707 <500 SA 4'-8" 8F14-1B-lT 5365 <1000 2276 <500 O4'-8" CHECKED BY: 8F16 -113-1T 5365 <1000 2276 <500 O5'-21' 8F16 -1B -1T 4360 <1000 2080 <500 O5'-10" 3 P3 03/13/2020 8F16-lB-IT 4360 <1000 2080 <500 O6'-2" D 81716 -113 -IT 3480 <1000 1868 <500 O7'-411 W 8F16-lB-lT 2661 <1000 1624 <500 10 7-611 8F16 -113-1T 2661 <1000 1624 <500 11 7-8" 8RF14-1B-1T 1843 <1000 1136 <500 12 T-811 8RF16-1B-1T 1843 <1000 1136 <500 13 8'-811 8F16 -1B -1T 1843 <1000 1136 <500 14 9'4j1 8F16 -1B -1T 1843 <1000 1136 <500 15 10'4" 8F16 -IB -IT 1533 <1000 916 <500 16 10'-81, 8F16 -1B -IT 1366 <1000 800 <500 17 12'-8" 8F16 -1B -1T 1075 <1000 607 <500 r - --------- ------ - PRESTRESSED ■ 18 17'4" 8F16 -1B -1T 950 <1000 405 <500 PRESTRESSED 19 20'-6" 0164B -1T 598 <1000 307 <500 BE Im Ceiling: 1/2" thick stucco on 3/8" hi -rile lath attached to horizontal and vertical wood framing with nails or staples @ 8" o.c. to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Per ASTM C 1063 and Stucco - ASTM C926 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 -MINUTE FIRE -RATED DOORS. 56'-4" CONNECTOR TABLE BI Lw WFi4 FAVrENM DFOtMAI ADOIIIIINM. l61i#1CnONS WCX wooum wood THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" 21'-10" HT520 HTW20 1450 20 10D NAILS TOTAL 2 HTS20 2 HTW20 2900 20 10D NAILS EACH STRAP I I WALL LEGEND 14'-0" REPRESENTS CMU WALL - 8" (U.N.O.) BRG. HT. @ V-0" AFF INTERIOR SIDE TO PAINTED SMOOTH FINISH EXTERIOR SIDE TO BE STUCCO COATED CMU O THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" 21'-10" ox.STARTING AT 6" FROM ENDS; ATTACH TO GIRDER(TRUSS AT TOP W/ M (2) SIMPSON MTS2W &AT BOTTOM W/ (1) SIMPSON "HTT4" PER O 20'-6" rH NOTE: FOR 2x6 WALL USE 2x6 STUDS 2'-811 T-211 $1_o1T fV 1-4" BRG. PARTITION WALL - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. 0 19'-211 eO 1-4' 3 9'-8" T-2" 71.8T1 0 c � 1 9 io MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. (� NOTE: FOR 2x6 WALL USE 2x6 STUDS 00 19 to F- MAIN WINDFACE RESISTING SYSTEM ' iV a Q) PER TABLE 1609.6A rl Oa' W 0 ■ ■ __________ m -----------screen- ________________ co -I ■ ■ IM 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 O shown. O 4/22/20 DESIGN BY: LBB CHECKED BY: TMB JOB NO. GENESIS GH per 13 ; LANAI ' 1 P1 03/03/2020 2 P203/11/2020 3 P3 03/13/2020 4 P4 04/03/2020 5 PS 04/14/2020 6 7 8 D conc pad u) La. C) ; C/) 2 Q W U B' -O" FLAT CLG O W 0000 0 U 'ct LL SHEET A2 Slk 3450 EGRESS 30F8 ■ ■ ■ - ■ - ■ ■ I � - T-8' SA /Stir I 3'-10" 6'-4" 3'-6" 3'-10" 13'-11" __ 5'-1L_R& O ' 00 1 1 ' ('L)30 68 FRENCA /SINGLE>'�T CLEAR I rn \ g SINGLE T CT . $ r - --------- ------ - -- - ---� ■ 12 aH S 3450 EGRE S 1 10 SH 3830 I a 1 i i WIC ' 1 _ a- __ � FDW --i _11 13'-0" 2 -$IT 10'-7211 -1 Ln 9'-0"1 RANGE o Oo 1 14'-02" MASTER r i BED 2 -1 00 ■ ■ CD DINING W/ HOOD 0 8'-0" FLAT CLG CATHEDRAL CLG SUITE i 5'-11 rH c 8'-0" FLAT 1 i QI' KITCHEN TO 8'-6" COFFER CLG 1 ■ 1 1 n 6 -22 1 " - ' w;i zl CATHEDRAL CLG 24OCAB PANTRY ; A . ■ 1 IT 3 -8 1 n 2 -5 men in "' 3068 2068 BF --- -------------------- BATH■ _R - _ _ _ _ _ f] - _ _ - VT o H------- 8'-0" FLAT CLG _ cathedral ridge ------------- - . '-0" FLAT CLG ■ 4068 BF V- 3068 I 'i 1-0 3068 _ 11 4'-3111 , 2 rl 8'-711 W 61_111 1 BED 3LG i aw. ,:IDN Low curb ■ GREAT ROOM c Ln O Recess .' .Show sr Lf1 o BATH 2 CATHEDRAL CLG PIPDST M LAU DRY D 8'-0" FLAT CL 3068. SC_ _ - ------------ hin I -- 1181 { 1111 ------- HM T 111 1 ITT 11 -02 5 -9Z ------ ---- --- -- 1 111 2D MIN r__ ' 19 -2Z F TE ; 1 2 0 FOYER 0 CATHEDRAL CLG ■ 3068 1/4 LT Satin Impact Etc i SIMPSON HTS20 ■ ■ ■ ■ ■ _ 5A � ■ ■ ■ ■ ■ CONNECTED TO EACH TRUSS ALON ------- -1 -,22" X 54; --------- - .-. H S 3450 EGRESS TEMP I , , (2) SH 3650 FRAMED BEARING 1 ATTIS ARrCESS 1 o°O T 11 :T-4 I' T1 :" 1 1T ; 13 WALLS U.N.O 1 �fFLD LOCATE.._ ' 5' ENTRY 15 ■ ■ 9'-4" FLAT CLG AFF _ -- s' `-'^ �, GARAGE 8'-0" FLAT CLG AFF .--I 13 CD---- -- -- - - - --------- ------- RI- ■ ■ ■ ■ ■ ■ - ` 16'XTOHD 18 8'-011 3'-211 21-411 31-211 1-4 71-411 1-411 On,,71-411 1-8" 2'-0" 16' -OTT 21-011 16'-8" 10'-0" 9'-8" 20'-0" 56-4" FDOH in St. Lucie County I I WALL LEGEND BIN REPRESENTS CMU WALL - 8" (U.N.O.) BRG. HT. @ V-0" AFF INTERIOR SIDE TO PAINTED SMOOTH FINISH EXTERIOR SIDE TO BE STUCCO COATED CMU O THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" P-1 POST ox.STARTING AT 6" FROM ENDS; ATTACH TO GIRDER(TRUSS AT TOP W/ M (2) SIMPSON MTS2W &AT BOTTOM W/ (1) SIMPSON "HTT4" PER O CMU WALL- 8" (U.N.O.) BRG. HT. @ 9'-4" 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 rH NOTE: FOR 2x6 WALL USE 2x6 STUDS 1 CMU KNEEWALL - 8" (U.N.O.) BRG. HT. @ T-0" AFF BOTH SIDES TO BE STUCCO COATED CMU fV ox, STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP BRG. PARTITION WALL - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. 0 0 eO (941) 275-9931 3 CAD@bluestreamdesignstudio.com NOTE: FOR 2x6 WALL USE 2x6 STUDS J 0 c � 1 9 io MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. (� NOTE: FOR 2x6 WALL USE 2x6 STUDS 00 aF-: to I I WALL LEGEND SYMBOL REPRESENTS CMU WALL - 8" (U.N.O.) BRG. HT. @ V-0" AFF INTERIOR SIDE TO PAINTED SMOOTH FINISH EXTERIOR SIDE TO BE STUCCO COATED CMU the builder to verify all THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" P-1 POST ox.STARTING AT 6" FROM ENDS; ATTACH TO GIRDER(TRUSS AT TOP W/ 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 (2) SIMPSON MTS2W &AT BOTTOM W/ (1) SIMPSON "HTT4" PER INTERNAL PRESSURE CMU WALL- 8" (U.N.O.) BRG. HT. @ 9'-4" 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 NOTE: FOR 2x6 WALL USE 2x6 STUDS 0 CMU KNEEWALL - 8" (U.N.O.) BRG. HT. @ T-0" AFF BOTH SIDES TO BE STUCCO COATED CMU 3D Renderings ox, STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP BRG. PARTITION WALL - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. 0 0 BRG. PARTITION WALL - 6" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. (941) 275-9931 POST SCHEDULE MARK plans it is the responsibility of the builder to verify all THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" P-1 POST ox.STARTING AT 6" FROM ENDS; ATTACH TO GIRDER(TRUSS AT TOP W/ not be held liable for any errors (2) SIMPSON MTS2W &AT BOTTOM W/ (1) SIMPSON "HTT4" PER INTERNAL PRESSURE MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL USE 2x6 STUDS STUDIO THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" 3D Renderings ox, STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP P-2 POST W/ (1) SIMPSON VG P' & AT BOTTOM W/ (2) SIMPSON "H7T4" COMPONENT AND CLADDING PER MANUFACTURERS RECOMMENDATIONS FOR NAILS AND BOLTS. (941) 275-9931 NOTE: PAD TRU SG AS REQUIRED @ TOP TO ALLOW FOR TRUSS CONNECTOR CAD@bluestreamdesignstudio.com NOTE: FOR 2x6 WALL USE 2x6 STUDS J TWO 2x4 STUDS NAILED TOGETHER WITH led NAILS EACH FACE AT 12" Uj D.c. STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP P-3 POST W/ (2) SIMPSON "MTS20" & AT BOTTOM W/ (1) SIMPSON "HTT4" PER Z J Z LL MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. (� NOTE: FOR 2x6 WALL USE 2x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x M o SQUARE FOOTAGE 00 LIVING 1,444 GARAGE 396 LANAI 169 d ENTRY 40 00 (2> HETA 20 TOTAL 2,049 LIVING C.F. = 12,283 748' G°NCPA° BUI�IDING CRITERIA M BASIC WIND SPEED, Vult 170 MPH BASIC WIND SPEED, Vasd 132 MPH Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # ^ -SF- 0 Oto�B Well # Date: 1 Reviewer: RISK CATEGORY xA�ofESSIO* U Co. 2 _ STATE OF Q ' yo c�ORO -'(r, . s'•..r ......... J 'i,4s'9g TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN METHOD ASCE 7-10 AND THE FBC 2017 6th EDITION 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 hristopher D eers Digitally signed by Christopher D B( DN: c=US, o=ldenTrust ACES Unaffil Individual, cn=Christopher D Beers, 0.9.2342.19200300.100.1.1 =AO1 098 0163D5C505EC00009BOA Date: 2020.04.22 13:21:40 -04'00' 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 WIND EXPOSURE C specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. INTERNAL PRESSURE BLUESTREAM DS DESIGN STUDIO COEFFICIENT +/-0.18 3D Renderings Grap is Design Services Port Orange, FI COMPONENT AND CLADDING Port Charlotte, FI (941) 275-9931 www.bluestreamdesignstudio.com CAD@bluestreamdesignstudio.com ASD WIND PRESSURE (PSF) to J M Uj U Ln FULLY ENCLOSED STRUCTURE rn Z J Z LL W (� IMPACT GLASS: X -APPROVED SHUTTERS BOTH__ 00 aF-: to F- MAIN WINDFACE RESISTING SYSTEM ' iV a Q) PER TABLE 1609.6A rl Oa' xA�ofESSIO* U Co. 2 _ STATE OF Q ' yo c�ORO -'(r, . s'•..r ......... J 'i,4s'9g TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN METHOD ASCE 7-10 AND THE FBC 2017 6th EDITION 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 hristopher D eers Digitally signed by Christopher D B( DN: c=US, o=ldenTrust ACES Unaffil Individual, cn=Christopher D Beers, 0.9.2342.19200300.100.1.1 =AO1 098 0163D5C505EC00009BOA Date: 2020.04.22 13:21:40 -04'00' 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 Renderings Grap is Design Services Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 www.bluestreamdesignstudio.com CAD@bluestreamdesignstudio.com O J M Uj U Ln J rn Z J Z LL W (� O� aF-: to F- ., O In CL a Q) O Oa' W 0 m O IM 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 4/22/20 DESIGN BY: LBB CHECKED BY: TMB JOB NO. GENESIS GH per REV DESCRIPTION 1 P1 03/03/2020 2 P203/11/2020 3 P3 03/13/2020 4 P4 04/03/2020 5 PS 04/14/2020 6 7 8 D = 0WLLLL u) La. C) — C/) 2 Q W U W Lu Z CC0 LU W 0000 0 U 'ct LL SHEET A2 FLOOR PLAN SCALE: 1/4" = V-0" 30F8 iset.dl