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w <br />A <br />TYPICAL MASONRY <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />BLK OPNG <br />BILK 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 />SH 16 <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 />54 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 />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 />SH 12 <br />18 1/2 x 25 1/4 <br />SH13 <br />18 1/2 x 37 3/4 <br />SH 14 <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 1/2 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 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 71 1/4 <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 71 1/4 <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 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 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 />11 <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 />211/4" <br />2/0 <br />25 1/4" <br />2/4 <br />29 1/4" <br />2/6 <br />311/4" <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 />49" <br />5/0 <br />6111 <br />6/0 <br />7311 <br />SH 1/2 36 <br />27 1/2 X 72 <br />EGRE55 NOTE: <br />EACH BEDROOM MU5r HAVE ONE WINDOW THAT <br />COMPLIE5 WITH E6RE55 CODE5, IF THERE 15 NO <br />ACCE55 TO EXTERIOR THROUGH A DOOR THE <br />WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT <br />OF 44" ABOVE FIN15H FLOOR LINE OF THAT <br />PARTICULAR ROOM <br />f? EZA <br />y-/All <br />KV <br />01-411 <br />42"x42" <br />O <br />HAN5EN BOX <br />DRYER VENT <br />A/C PAD <br />36"x6O" <br />SHOWER PAN AT 36" AFF. <br />THRU WALL <br />HB. <br />1/2 34-5H. <br />W/ <br />SHOWER 5URROUND <br />COND. <br />R/5 <br />F <br />n> _ <br />W.N. <br />-------I <br />Lu > <br />W.I.C. <br />1 <br />OPT. f I OPT. <br />T.P. <br />8' m" <br />I <br />L <br />W L ORY0J <br />o <br />-� <br />T_ <br />S4 <br />`r <br />CARPET <br />1 <br />? <br />2x6 WALL <br />I (TYP.) <br />�6 <br />IJ <br />LAUND. <br />1 <br />14'_211 <br />/ I_411 <br />YJ <br />51_/All <br />:l IIUU <br />68 '}I_61I <br />II YJ <br />81_/All <br />O_ <br />CLIGUU. <br />TILE <br />I <br />� <br />668 <br />- <br />I <br />0. BATH <br />-I <br />I a <br />— <br />3'- <br />8 -m <br />T B. <br />F- <br />N <br />1 <br />ol <br />CLG. <br />� <br />I ► <br />a � <br />i <br />3 CAR GARAGE <br />2668 <br />I- <br />BI-FOLD <br />TILE <br />2868 <br />Al <br />'- <br />i X Lu i <br />l <br />8'-0" PLT. HT. <br />o f <br />H <br />0 <br />0.E <br />OWNERS SUITE <br />�—� �J <br />I <br />� I <br />8'-0" FLAT CLG. <br />— — — — — — <br />a)_oil <br />0 1 <br />0 <br />4 5N <br /><r <br />= <br />R/5 <br />CARPET <br />16" DEEP <br />"'.0 <br />ID <br />CLG. <br />I- — <br />z 1 <br />a <br />= <br />C <br />TILE <br />1I /1 <br />o <br />,u <br />M <br />30 <br />H. 5 5H. <br />01 <br />PLATFORM <br />16" DEEP <br />K 1 I 11 <br />Lu I <br />8' 6" <br />111-m" <br />4'-m" <br />3' 6" <br />53 1 I I I v <br />1 <br />_ <br />1 <br />N v 6' <br />ci <br />, <br />� <br />PANTRY <br />2868 <br />A.N. <br />z <br />as <br />C'L-Gm." <br />L L Q <br />iu <br />e <br />0 <br />i <br />_j2468 <br />R/A <br />N <br />Q <br />,L <br />i <br />Q HDR AT T-8" <br />c'R �' <br />� <br />— <br />II <br />11-6I <br />I II <br />3 -m <br />I II <br />Im -2 <br />I II <br />2 -4 <br />I II <br />6 -4 <br />%' <br />W <br />, <br />2m -8„ <br />KITCHEN <br />— <br />I <br />r------ <br />-- <br />\ <br />VAULTED <br />CLG. <br />I I I1 <br />TILE <br />C <br />1 <br />O <br />_ <br />� <br />EDGE OF 5LA5 <br />o 1 <br />0 <br />WI \ <br />/ \ <br />11 <br />a <br />1 <br />2 BEYOND WALL <br />Q.1 <br />0l <br />a <br />n <br />_1Lu <br />q <br />CAFE <br />CLG. <br />o <br />_ <br />3:12 <br />\ <br />v <br />VAULTED <br />1 <br />1 1 O' <br />Lu <br />4 <br />ro <br />4 -m x8 -m VAULT <br />` I <br />BEARING WALL W/ UPLIFT AND <br />1 <br />` <br />GONG, PAD FAMILY ROOM <br />_ <br />m <br />I I O <br />I <br />a <br />0 <br />5TUD5 AT 12" O.C. MAX. 5PACING <br />FOR THESE WALL5 ONLY <br />I p <br />1 53 <br />VAULTED CLG. <br />z <br />CARPET <br />I <br />1_011 1- <br />a <br />I I <br />I <br />2 1'-0" <br />/ � <br />N <br />BEARING WALL W/ UPLIFT AND <br />DOUBLE 5TUD5 UNDER EACH <br />`O <br />e / <br />TRU55 <br />No. <br />3068 <br />I <br />9'-8" <br />61.811 <br />51.611 <br />VJ <br />8" <br />� IT' 6" <br />11'-811 - <br />w- <br />G <br />G <br />K, <br />C <br />1 <br />T <br />a <br />� <br />1 <br />!P <br />53 <br />3 <br />y <br />H4 <br />m > � <br />FOYER <br />I <br />FLAT HEADER <br />9'-4" FLAT CLG. <br />5EE ELEVATION <br />R/5 <br />HqR AT 1' m" <br />R/5 <br />TILE <br />53— — — — — — — — — <br />2668 <br />2668? <br />— — — — — — — — — <br />ATI'8° <br />HDR <br />8 -m CLG. <br />4 5H. N <br />- <br />- <br />I� <br />- — <br />5m68 BI-FOLD <br />-. <br />21 /AIl CARPET "' <br />Y/ <br />15'-gll 16" DEEP 21_All <br />Y <br />5m68 BI FOLD <br />— — - <br />a <br />v <br />O <br />= <br />_ry <br />u U <br />_ <br />oC o <br />s <br />T511 <br />0 <br />00 <br />II <br />I1I_ 11 <br />31_ II <br />8I_ II <br />3I mII <br />5I_ I <br />3I-8II <br />FLAT HEADER3I_ <br />BEDROOM 2 <br />5EE ELEVATION <br />BEDROOM 3 <br />2m6s BI �oLD <br />BEDROOM 4 <br />8'-0" FLAT CLG. <br />8'-0" FLAT CLG. <br />BATH 2 <br />8'-0" FLAT CLG. <br />CARPET <br />CARPET <br />I 8,-ml, <br />CARPET <br />T <br />- <br />I T.B. <br />I <br />` <br />n 1 T.P. TILE N <br />o <br />I <br />FLEX <br />N <br />CIO Ozo 1 <br />8'-0" FLAT CLG. <br />v <br />I <br />CARPET <br />FLAT HEADER <br />Lu <br />25-514 TEMP. 1 �, 25-5H <br />1 <br />I <br />5EE ELEVATION <br />* EGRE55 n. * EGRE55 <br />1 <br />= <br />I <br />O <br />HB. <br />FLAT <br />HEADER <br />12" GM.U, COLUMN <br />T.OM. AT 84" AFF. <br />5EE <br />ELEVATION <br />(TYP. OF 4 AT PORCH) <br />■ INDICATE5 <br />I <br />22'-4" <br />13'-411 <br />19'-0" <br />5'-411 <br />1-0" <br />♦ INDICATES 2 05 <br />54'-S" <br />61_411 <br />61' m" FU <br />STRIUCTUFz4 NOTES <br />lO - TWO (2) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL "8/55." TIED TO <br />THE BOTTOM PLATE W/ (2) 51MP50N 5PH4. <br />®- THREE (3) 2X4 BUILT-UP COLUMN. NAIL <br />PLIE5 PER TYP. DETAIL "8/55" ANCHOR <br />WITH HTT4 AT BASE. <br />O - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL <br />PLIE5 PER TYP. DETAIL "8/55." ANCHOR <br />WITH HTT4 AT BASE, <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />2) 2x6 #2 SYP W/ <br />1/2" FLITCH PLATE <br />HZ <br />(2) 2x8 #2 SYP W/ <br />1/2" FLITCH PLATE <br />H3 <br />(2) 2x10 #2 SYP W/ <br />1/2" FLITCH PLATE <br />H4 <br />(2) 2x12 #2 SYP W/ <br />1/2" FLITCH PLATE <br />H5 <br />(2) 1 3/4" x 11 1/4" <br />LVL (2 OE Fb-2950) <br />H6 <br />(2) 1 3/4" x 9 1/4" <br />LVL (2 OE Fb-2950) <br />H7 <br />(2) 1 3/4" x 16" <br />LVL (2 OE Fb-2950) <br />R.A.G. <br />(2) 2x4 #2 SYP W/ <br />FOLLOW Q/S4 SEE PLAN FOR <br />BEARING WALL CALL -OUT WHEN <br />12 " FLITCH PLATE <br />/ <br />STRAPS ARE REQUIRED. <br />• VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. <br />• • SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS. <br />* * WIND PRESSURES <br />REFER TO DETAIL SHEETS "SN" FOR <br />REQUIRED WIND PRESSURES <br />WALL LEGEND <br />MASONRY HGT. AT 8'-0" A.F.F. <br />2x FRAME WALL NON -BEARING <br />- <br />24" O.C. W/ SINGLE TOP PL. <br />LOAD BEARING WALL W/ UPLIFT <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/R-13 KRAFT FACE <br />EXT. FRAME 2x6 <br />R-19 KRAFT FACE <br />CONDITIONED CLG. <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES AT SAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACE <br />(GARAGE / LIVING) <br />LIVING 2218 S.F. <br />GARAGE & I S.F. <br />ENTR ' 12(o S.F. <br />TOTAL 50. FT. 3021 S.F. <br />)OR PLAN - B <br />5CALE: 1/4" - 1'-0' <br />DAVIS BEWS <br />DESIGN GROUP <br />150 STATE STREET EAST <br />OLDSMAR, FLORIDA 34677 <br />813 .92.5.1300 TET. <br />813 925 1800 FAX <br />W W W.DAVISBEWS.COM <br />TAMI'A • DEI�TVER <br />� EST. 1994 �� <br />F17 <br />1 111 <br />VORTEX ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />1.877.6VORTEX (686-7839) <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />DREW1. MEISHEID, P.E. #83217 <br />ASBED A. AVEDIKIAN, P.E. #86623 <br />1 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 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 />O <br />Z O <br />N <br />O <br />-�-' O <br />Ln M O <br />O <br />j c0 Lnn <br />°- V) 'L <br />Q � LL .-. <br />QU fl. 00 <br />z3: <br />w <br />WO <br />J O <br />d" <br />Oz <br />�0 <br />Lu <br />Lo <br />z a <br /><a <br />w¢�� <br />z Uz00 <br />z�QaQ <br />_ Z); a Z <br />� <br />awou) <br />�LLo <br />OUW11N <br />C0 z O <br />oV) <br />z0 <br />rU <br />z W <br />zLu g <br />o <br />OH <br />V cn 0 J <br />z W <br />LL zabe <br />tv w ce <br />o�� <br />l0 W a W O <br />U Q � Z <br />W [) <br />O OQLE LEO <br />O ~4 w0z¢ <br />w <br />a' N a0¢H <br />z _ oCyi-Z <br />(-�I O O' w <br />Z U-) N Lu 5-<aS <br />W_I ¢�zz <br />)80< <br />W W V) w z� <br />o� 7 � Q�6- <br />0000 z z �' ° o <br />m00 z z ¢Luo <br />o m a 0- <br />om <br />SCALE : AS NOTED <br />DATE : 4/9/2019 <br />VERSION NO. <br />iso <br />SHEET NO. <br />102 <br />