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TYPICAL MASONRY <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />BILK OPNG <br />BLK OPING <br />MULLED PAIRS <br />SH12 <br />20 X 26 <br />SH13 <br />20 X 38 3/8 <br />SH14 <br />20 X 50 5/8 <br />SH145 <br />20 X 57 <br />SH15 <br />20 X 63 <br />SH16 <br />20 X 72 <br />SH 1/2 32 <br />27 1/2 X 26 <br />SH 1/2 33 <br />27 1/2 X 38 3/8 <br />SH 1/2 34 <br />27 1/2 X 50 5/8 <br />SH 1/2 <br />27 1/2 X 57 <br />SH 1/2 35 <br />27 1/2 X 63 <br />SH 1/2 36 <br />27 1/2 X 72 <br />SH22 <br />37 3/4 X 26 <br />75 X 26 <br />SH23 <br />37 3/4 X 38 3/8 <br />75 X 38 3/8 <br />SH24 <br />37 3/4 X 50 5/8 <br />75 X 50 5/8 <br />SH245 <br />37 3/4 X 57 <br />75 X 57 <br />SH25 <br />37 3/4 X 63 <br />75 X 63 <br />SH26 <br />37 3/4 X 72 <br />75 X 72 <br />SH32 <br />54 X 26 <br />107 1/2 X 26 <br />SH33 <br />54 X 38 3/8 <br />107 1/2 X 38 3/8 <br />SH34 <br />54 X 50 5/8 <br />107 1/2 X 50 5/8 <br />SH345 <br />S4 X 57 <br />107 1/2 X 57 <br />SH35 <br />54 X 63 <br />107 1/2 X 63 <br />SH36 <br />54 X 72 <br />107 1/2 X 72 <br />TYPICAL WOOD FRAMED <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />WOOD OPING <br />WOOD OPING <br />MULLED PAIRS <br />SH12 <br />18 1/2 x 25 1/4 <br />SH13 <br />18 1/2 x 37 3/4 <br />SH14 <br />18 1/2 x 50 <br />SH145 <br />18 1/2 x 56 1/4 <br />SH15 <br />18 1/2 x 62 1/4 <br />SH16 <br />18 1/2 x 17 1/4 <br />SH 1/2 32 <br />25 3/4 X 25 1/4 <br />SH 1/2 33 <br />25 3/4 X 37 3/4 <br />SH 1/2 34 <br />25 3/4 X 50 <br />SH 1/2 <br />25 3/4 X 56 1/4 <br />SH 1/2 35 <br />25 3/4 X 62 1/4 <br />SH 1/2 36 <br />25 3/4 X 711/4 <br />SH22 <br />36 1/4 X 25 1/4 <br />73 1/2 X 25 1/4 <br />SH23 <br />36 1/4 X 37 3/4 <br />73 1/2 X 37 3/4 <br />SH24 <br />36 1/4 X 50 <br />73 1/2 X 50 <br />SH245 <br />36 1/4 X 56 1/4 <br />73 1/2 X 56 1/4 <br />SH25 <br />36 1/4 X 62 1/4 <br />73 1/2 X 62 1/4 <br />SH26 <br />36 1/4 X 711/4 <br />73 1/2 X 711/4 <br />SH32 <br />52 1/2X 25 1/4 <br />105 3/4 X 25 1/4 <br />SH33 <br />52 1/2X 37 3/4 <br />105 3/4 X 37 3/4 <br />SH34 <br />52 1/2 X 50 <br />105 3/4 X 50 <br />SH345 <br />52 1/2 X 56 1/4 <br />105 3/4 X 56 1/4 <br />SH35 <br />52 1/2 X 62 1/4 <br />1 105 3/4 X 62 1/4 <br />SH36 <br />52 1/2 X 71 1/4 <br />1 105 3/4 X 711/4 <br />TYPICAL SLIDING <br />GLASS DOOR SCHEDULE <br />SLIDING <br />GLASS DR. <br />BILK OPNG <br />WD FRAME <br />OPNG <br />5068 <br />62 X 81 1/4 <br />60 3/8 X 80 3/4 <br />6068 <br />74 X 81 1/4 <br />72 3/8 X 80/3/4 <br />8068 <br />98 X 811/4 <br />96 3/8 X 80 3/4 <br />9068 <br />1087/8 X 81 1/4 <br />107 1/4 X 80 3/4 <br />10068 <br />122 3/4 X 81 1/4 <br />121 X 803/4 <br />12068 <br />146 3/4 X 81 1/4 <br />145 X 80 3/4 <br />16068 <br />194 3/4 X 81 1/4 <br />193 X 80 3/4 <br />80 HIGH DOORS <br />ARE 97 1/4 <br />80 HIGH DOORS <br />ARE 96 3/4 <br />TYPICAL BI-FOLD <br />DOOR SCHEDULE <br />BIFOLD <br />SIZE <br />ROUGH <br />OPNG <br />1/6 <br />19 1/4" <br />1/8 <br />21 1/4" <br />2/0 <br />25 1/4" <br />2/4 <br />29 1/4" <br />2/6 <br />31 1/4" <br />2/8 <br />33 1/4" <br />3/0 (2 DOOR) <br />37 1/4" <br />3/0 (4 DOOR) <br />37 1/4" <br />4/0 <br />4911 <br />5/0 <br />6111 <br />6/0 <br />73" <br />SH 1/2 36 <br />27 1/2 X 72 <br />EGRE55 NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGK55 CODE5, IF THERE 15 NO <br />ACCE55 TO EXTERIOR THROUCGH A DOOR. THE <br />WINDOW MUST HAVE A MAXIMUM OPENIWj HE16HT <br />OF 44" ABOVE FIN16H FLOOR LINE OF THAT <br />PARTICULAR ROOM <br />64'-B" <br />% <br />co <br />co <br />UJ <br />< <br />I 5TlRIJG;TUF,,4L NOTE& I <br />(D - TWO (2)2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL 1/55." TIED TO <br />THE BOTTOM PLATE W/ (2) 5IMP50N 5PH4. <br />THREE (3) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL 1/65." ANCHOR <br />WITH HTT4 AT BASE. <br />FOUR (4) 2X4 DUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL `8/55." ANCHOR <br />WITH HTT4 AT BASE. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) 2x6 #2 SYP W1 <br />1/2" FLITCH PLATE <br /><i>(2) <br />2x8 #2 SYP W/ <br />1 1/2" FLITCH PLATE <br />(2) 2xlO #2 SYP W/ <br />1/2" FLITCH PLATE <br />< CH4 > <br />(2) 2X12 #2 SYP W/ <br />,1/2" FLITCH PLATE <br />(2) 13/4" x 11 1/4" <br />LVL (2 OE Fb-2950) <br />(2) 13/4" x 9 1/4" <br />LVL (2 OE Fb-2950) <br /><CH7 > <br />(2) 13/4" x 16" <br />LVL (2 OE Fb-2950) <br />R.A.G. <br />(2)2x4#2SYPW/ <br />IFMMWSEEPLMFOR <br />BWWWALLCALLWWO <br />1/2" FLITCH PLATE <br />I sntAPS ME REQIM. <br />0 VEM W/ PLAN CORRECT LENGTH OF WADER RE"ED. <br />0 SEE PLAN FOR DETAIL CALL OUT FOR CONNEIMONS AND <br />REQUMED STUDS. <br />* * WIND PRESSURES <br />REFER TO DETAIL SHEETS "SN" FOR <br />REQUIRED WIND PRESSURES <br />WALL LEGEND <br />MASONRY HGT. AT V-W A.F.F. E= <br />2x FRAME WALL NON -BEARING <br />24" O.C. W1 SINGLE TOP PL. <br />LOAD BEARING WALL W/ UlPLIFr <br />LOAD BEARING WALL W/ UPLIFT <br />AND DOUBLE STUDS UNDER EACH <br />TRUSS W/ SIMPSON SPH4 AT TOP <br />AND BOTTOM PLATE. (1) PER DBL. <br />STUD <br />INSULATION REQ. <br />LOCAnON <br />R-VAIJE / TYPE <br />EXT. CONIC. WALL <br />R-4.1 HIGH PERM <br />EXr. FRAME 2X4 <br />R-11/R-13 PtAFT FACE <br />EXT. FRAME 2x6 <br />R-19 KRAFr FACE <br />CONDMONED CLG. <br />R-30 BLOWN -IN <br />MGTALL BAFFLE AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACE <br />I <br />(iGARAGE / UVW <br />I <br />LIVING 2443 5F, <br />GARAGE (03(o 5p, <br />ENTR`T- (03 5F. <br />TOTAL 6Q. FT. 3142 5.F. <br />FLOOR PLAN - A <br />5CALE, 1/4" -- V-0" <br />DAVIS BEWS <br />DESIGN GROVP <br />LSO SrATE SllkEEr EAST <br />OU3WAR, RjOMA 346n <br />813. 925.1300 TEL <br />813. 925. 1800 FAX <br />VrWWDAV9iBENVSJC.CM <br />T,AA4PA o E>ENrvlEP_ <br />EST IW4 <br />VORTEx ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREW J. MEISHEID, P. E. #83217 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL 6TH EDITION (2017). <br />THE ENGINEER HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUR LAYOUT TO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />c:I <br />C�' <br />Z C*4 <br />0 a) N <br />1­4 4-0 CD <br />Q <br />rel C" <br />4-J N <br />M Ln <br />CAI ON <br />u- <br />rn <br />co <br />z E <br />z m <br />w LU F- <br />z <br />oz <br />m <br />c� cl <br />w <br />z <br />z <br />uj <br />UZ80 <br />goixu <br />z tj UZI � <br />�mzz <br />8 -'A ZW <br />g ox: '-" <br />8 �2 ff c" <br />LLI c*4 <br />co <br />8 W. <br />Z Z <br />8 <br />0 z <br />0 H <br />z CL <br />0 cn <br />> <br />j 0 <br />V) 0 <br />P o <br />LL <br />0 <br />z 2� <br />%D I Z:� <br />(D CL III 3w: <br />Ln z <br />CD Lu <br />00 <br />C*4 Lo U- <br />< <br />< Ln cwl ox:!i <br />z (%4 v- L- w :) <br />z (114 111 Imi LZL 8 <br />LLI Ln cy U <br />_j LU < <br />(D � F- <br />cy.< o <br />gh r- Z <br />00 8 <br />,--4 z <br />%D z z 2 121 <br />7-4 V) < <br />00 Z z 2 'zw w <br />0 <br />In a. 10- <br />SCALE AS NOTED <br />DATE 10/4/2018 <br />VERSION NO. <br />iso <br />SHEET NO. <br />1 1 0 1 <br />