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TYPICAL MASONRY <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />BLK OPNG <br />BLK OPNG <br />MULLED PAIRS <br />SH 12 <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 1/232 <br />27 1/2 X 26 <br />SH 1/233 <br />27 1/2 X 38 3/8 <br />SH 1/234 <br />27 1/2 X 50 5/8 <br />SH 1/2 <br />27 1/2 X 57 <br />SH 1/235 <br />27 1/2 X 63 <br />SH 1/236 <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 />54 X 57 <br />107 1/2 X 57 <br />SH35 <br />54 X 63 <br />1 107 1/2 X 63 <br />SH36 <br />54 X 72 <br />1 107 1/2 X 72 <br />TYPICAL WOOD FRAMED <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />WOOD OPNG <br />WOOD OPNG <br />MULLED PAIRS <br />SH12 <br />18 1/2 x 25 1/4 <br />SH 13 <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 />SH 16 <br />18 1/2 x 17 1/4 <br />SH 1/232 <br />25 3/4 X 25 1/4 <br />SH 1/233 <br />25 3/4 X 37 3/4 <br />SH 1/234 <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 71 1/4 <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 71 1/4 <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 />105 3/4 X 62 1/4 <br />SH36 <br />52 1/2 X 71 1/4 <br />105 3/4 X 71 1/4 <br />TYPICAL SLIDING <br />GLASS DOOR SCHEDULE <br />SLIDING <br />GLASS DR. <br />BLK OPNG <br />WD FRAME <br />OPNG <br />5068 <br />62 X 811/4 <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 81 1/4 <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 811/4 <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 />11 <br />I <br />I <br />TYPICAL BI-FOLD <br />DOOR SCHEDULE <br />BIFOLD <br />SIZE <br />ROUGH <br />OPING <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 />7311 <br />SH 1/236 <br />27 1/2 X 72 <br />EGRE55 NOTE; <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRE55 CODES, IF THERE 15 NO <br />ACCESS TO EXTERIOR THROUGH A DOOR, THE <br />WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT <br />OF 44" ABOVE FIN15H FLOOR LINE OF THAT <br />PARTICULAR ROOM <br />4 > <br />2V <br />---- VAULT <br />t3:12 <br />FAMILY ROOM <br />VAULTED CLG. <br />ci <br />CARPET <br />AE <br />BEARING WALL W1 <br />UPLIFT AND STUDS <br />AT 12" O.C. - <br />CONC. AD I � 1 2 <br />"0111 <br />ID <br />I <br />OWNERS SUIT <br />8'-0" FLAT CLG. <br />CARPET <br />2*1WALL <br />MIME <br />I <br />i9 NEW <br />M <br />mom <br />42"x42" 36"x60" 5HMR PAN <br />A/C PAD V SHOWER 5UM-*,OUND <br />TP. <br />181-211 <br />I -J-CAFE-�-- <br />VAULTED CL( <br />TILE I -- --+-- <br />61-411 <br />331-111 51-411 .�-vf <br />Em 11 <br />MEN III <br />mm L'I 1 <br />MEN E1,111 <br />MINE <br />FLEX Lcl, <br />8'-0" FLAT CLG, <br />CARPET <br />HID AT T-5" <br />moll FOYER <br />FLAT HEADER <br />(SEE ELEV.) <br />gqp M. <br />.......... <br />VAM P-1 <br />Im 11'a <br />—11) I!1_0 BEARING WALL W1--1 <br />AT <br />UPLIFT AND STUDS <br />cc AT 12" O.C. <br />53 <br />EDGE OF 5LA5 ?5 <br />2" BEYOND WALL <br />Lu <br />qAN5EN5OX <br />AT 36" AFF. <br />Lu <br />L— — — — — — <br />3 CAR GARAGE <br />8'-0" PLT. HT. <br />NONE <br />DRYER VENT <br />THRU WALL <br />'A <br />BEDROOM 3 BEDROOM 2 <br />8'-0" FLAT CLG. 8'-0" FLAT CLG. <br />CARPET CARPET <br />25-514 <br />EGRE66 <br />311111111111111111111H <br />I mo <br />MR <br />PORCH <br />�31_011 <br />C__ <br />12" CM.U. COLUMN <br />T.OM. AT T-0" AFF. <br />(TYP. OF 4 AT PORCH) <br />FLAT HEADER <br />(SEE ELEv.) <br />FLAT HEADER <br />(SEE ELEv.) <br />0 <br />FLAT HEADER <br />(SEE ELEV) <br />ZVI <br />�IPI <br />A, wo <br />ME <br />14 <br />UL <br />o <br />uj w <br />47 <br />10� <br />/Jill I I <br />5TfRUCTUfRAL NOTE5 <br />01— <br />TWO (2) 2X4 BUILT-UP COLUMN, NAIL <br />PLIES PER TYP. DETAIL "8/55." TIED TO <br />THE BOTTOM PLATE W1 (2) 5IMF50N 5PH4. <br />THREE (3) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL ANCHOR <br />WITH WT74 AT BA5E. <br />FOUR (4) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYR DETAIL "8/55." ANCHOR <br />WITH HTT4 AT BASE. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) 2x6 #2 SYP W/ <br />1/2" FLITCH PLATE <br />H2 <br />(2) 2X8 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2) 2x10 #2 SYP W/ <br />1/2" FLITCH PLATE <br />H4 <br />1/2' FL rCH 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 />(2) 13/4" x 16" <br />LVL (2 OE Fb-2950 <br />R.A G <br />' ' <br />(2) 2X4 #2 SYP W/ <br />FOLLOW Q/S4 SEE PLAN FOR <br />BEARING WALL CALL -OUT WHEN <br />1 1/2" FLITCH PLATE <br />STRAPS ADP DrrV IIRED. <br />r. • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. <br />• SEE PLAN FOR DIETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS. <br />WIND PRESSURES <br />REFER TO DETAIL SHEETS "SN" FOR <br />REQUIRED WIND PRESSURES <br />__j I <br />WALL LEGEND <br />MASONRY HGT. AT 8'-0" A.F.F. <br />2x FRAME WALL NON -BEARING <br />24" O.C. W/ SINGLE TOP PL. <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 />LOCATION <br />R-VAUE TYPE <br />EXT, CONC. WALL <br />R-4.1 HIGH PERM <br />EXT. FRAME 2X4 <br />R-11/11-13 KRAFT FACE <br />EXT. FRAME 2x6 <br />R-19 KRAFT FACE <br />CONDITIONED CLG. <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACE <br />(GARAGE / LIVING) <br />LIvING 2443 &.F. <br />GAfRAGE (o 55 5,F. <br />ENTR"r 141 5F. <br />TOTAL 50. FT. 323'� , I <br />m INDICATES 115 <br />A INDICATES 215 FLOOR PLAN - B. <br />5CALE: 1/4" - 14" <br />DAVIS BEWS <br />DESIGN GROVP <br />150 STATE STIR.EET EAST <br />OUXMA& RjORMA 34677 <br />813. 925.1300 TIEL <br />813. 925. 1800 FAX <br />WWW.DAVLSBEW&C0M <br />TAMPA * E3pE?qN1EFt_ <br />EST. 1994 <br />VORTEx ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33S63 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREW J. M EISHEID, P. E. #83217 <br />1 HEREBY CERTI FY 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 MANUF. 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 />0 <br />z r_j <br />0 cu N <br />�-4 ;Lj CD <br />Ln = <br />> Ln a <br />0 <br />N <br />(n <br />z En <br />Q) Ln <br />< C LL <br />CL <br />cl� u CL 00 <br />z z 3i E <br />w uj C:) IT <br />CD <br />Z g <br />Z <br />a. <br />Z 480 <br />L) <br />LL, LL <br />UZI <br />:01 -z z <br />o w <br />a>. Lo' 0 Lr) <br />0 o� 00 <br />U UMJ C04 <br />r <br />) u) <br />Z Z <br />0 <br />Z <br />uj <br />U <br />Z <br />0 <br />ED F- <br />> <br />j 0 <br />8 U) P 0 <br />086 <br />I:u- <br />Z <br />Lu <br />Ln Lr) jm=q <br />C) U0 <br />(4 LL <br />00 <br />< qq. � 6 <br />z 0 E <br />rs! Cy L' <br />0 8< <br />UJ Ln r%41 Lu <br />_j T-q <br />< - <br />Lij Lii Lu <br />0 <br />0 UJ Z <br />N z z <br />Z Lu <br />00 Z z Cy Lu <br />Lo <br />0 <br />rn <br />SCALE AS NOTED <br />DATE 1/16/2019 <br />VERSION NO. <br />100 <br />SHEET NO. <br />