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TYPICAL MASONRY <br />WINDOW SCHEDULE <br />WINDOW <br />SIZE <br />BILK OPNG <br />BLK OPNG <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 />SH 15 <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 />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 />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 />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 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 />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 />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 />io <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 />61" <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 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 FINISH FLOOR LINE OF THAT <br />PARTICULAR ROOM <br />40'-4" <br />42"x42" <br />O <br />HANSEN BOX <br />DRYER VENT <br />A/C PAD <br />36"x6O" <br />SHOWER PAN AT 36" AFF. <br />THRU WALL <br />N.B. <br />1/2 34-5H. <br />W/ <br />SHOWER SURROUND <br />COND. <br />N <br />R/S <br />- <br />� Q <br />�., <br />I------- <br />------� <br />=14� <br />- <br />W.I.C. I <br />I <br />OPT. II OPT. <br />T.P. <br />8'-0" I <br />L <br />WAOHE9 L pRY)� J <br />_ T- -{- <br />2'-b" <br />T14 <br />CARPET I <br />_ <br />WALL <br />I (TYP.) <br />-2 <br />b -4 <br />5 -0 <br />1-6 <br />8 -0- <br />cD <br />iv O <br />CLG. <br />TILE --- <br />I <br />1 <br />66a <br />I <br />•„ <br />W <br />O.BATH <br />N <br />--3'-10° - <br />- <br />TB. <br />F_ <br />S3 <br />- <br />-2668 BI FOLD <br />- CLG. <br />r <br />3 CAR GARAGE <br />-- <br />TILE <br />I I <br />I <br />2868 <br />8'-0" PLT. HT. <br />- <br />OWNERS SUITE <br />� � <br />8'-0' FLAT CLG. <br />4SN.0 <br />-------� <br />8'0" <br />oI <br />CARPET <br />N <br />16" DEEP "' <br />R/S <br />CLG. <br />TILE <br />- <br />T- - <br />z <br />C <br />O <br />30" <br />H. <br />_. <br />1 <br />u <br />5 SN. <br />o <br />PLATFORM <br />16 DEEP <br />I11 I <br />K <br />a <br />IT -0 <br />4 -0 3 -b <br />81.611 <br />e <br />�7 <br />W <br />-� <br />PANTRY- <br />I <br />A.H. <br />w <br />a <br />v <br />8' O <br />CLG. <br />I 11 I�� N <br />I_ u' a <br />I <br />? <br />2468 <br />e <br />i <br />.Y _� <br />R/A <br />� HDR AT 1' 8" <br />L <br />10' 2" <br />2'.4" b'-4" <br />IT-b" <br />"It' <br />3'-0" <br />r , <br />' <br />I <br />20' 8" <br />KITCHEN-- <br />\ <br />TILELTED CLG. <br />- <br />O <br />\ <br />I <br />I <br />EDGE OF SLAB <br />2" BEYOND WALL <br />- I <br />o <br />C-AFE <br />o <br />III <br />a <br />-- <br />\ <br />VAULTED <br />CLG. <br />o3:12 <br />V110 <br />WALL W/ UPLIFT AND4' <br />-- <br />0'x8' VAULT <br />`vFAMILY <br />0 <br />BEARING <br />'D <br />'-CARPET <br />PAD ROOM <br />`�-� <br />STUDS AT 12" O.C. MAX. SPACINGCONC. <br />FOR THESE WALLS ONLY <br />VAULTED CLG. <br />„u <br />az <br />e <br />- <br />I <br />L--� <br />— - <br />- <br />0 <br />BEARING WALL W/ UPLIFT AND <br />I <br />DOUBLE STUDS UNDER EACH <br />I <br />_ <br />- <br />30(08 <br />/ <br />TRUSS <br />- <br />- <br />- - <br />6' 8" <br />- <br />- <br />I1'-b" <br />3' 0" <br />l7 — <br />r <br />9 <br />C <br />I <br />ap <br />- — <br />FOYER <br />I <br />FLAT HEADER <br />F LG. <br />FLAT C <br />I <br />SEE ELEVATION <br />_ <br />D - R/5 <br />R/5 <br />_ <br />TILE _ <br />_. <br />2668 <br />NDR AT 1' 0" <br />�, <br />a <br />S3--------- <br />_ <br />2668 <br />------- -- <br />HDR.ATT-8" <br />8'-0" CLG. <br />4 SH. N <br />- - <br />5068 BI-FOLD <br />2, 0„ CARPET `� <br />15'-8" 16" DEEP 2.4� <br />SOBS BI FOLD <br />- --- <br />tr,6'-0" <br />I <br />fi o <br />1 <br />�� <br />O <br />0 i i <br />CL <br />;, <br />Q <br />N <br />IS) <br />00 <br />8' 8" <br />3' 0" <br />11'-4" <br />N <br />3'-0" <br />8'-4" <br />3'-0" <br />5'-0" <br />3'•8" <br />I <br />FLAT HEADER <br />`� <br />BEDROOM 2 <br />SEE ELEVATION <br />BEDROOM 3 <br />2068 BI FOLD <br />BEDROOM 4 <br />8'-0" FLAT CLG. <br />8'-0" FLAT CLG. <br />BATH 2 <br />8'-0" FLAT CLG. <br />■ <br />a <br />CARPET <br />CARPET <br />I <br />8-0 <br />CARPET <br />- <br />- <br />- 61 <br />TBx 61 <br />. <br />ea <br />o I T.P. TILE <br />o <br />FLEX <br />I <br />I <br />c° `A <br />8'-0" FLAT CLG. <br />i, <br />© <br />i a <br />CARPET <br />I <br />FLAT HEADER <br />�, <br />T <br />25-51-1 TEMP. 25-5H <br />E: <br />I <br />SEE ELEVATION <br /># <br />` <br />* EGRE55 I °^ * EGRESSI <br />- <br />-— <br />A A <br />OO <br />- <br />- <br />NB. <br />FLAT <br />HEADER <br />12" CM.U. COLUMN <br />TOM. AT 84" AFF <br />SEE <br />ELEVATION <br />(TYP. OF 4 AT PORCH) <br />■ INDICATES <br />15 <br />22'4" <br />13'-4" <br />19'-0" <br />F-4" <br />♦ INDICATES 215 <br />FL( <br />���� N.�• NIK,d <br />• 0. 86 23 <br />_ <br />�;•• STATE OF �*QQ:. <br />0'��:• •;'LORIDP" 7l\ <br />�//11111111\\� <br />STRUCTURAL NOTES <br />I� - 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 />2O - THREE (3) 2X4 BUILT-UP COLUMN. NAIL <br />PLIES PER TYP. DETAIL "8/55." ANCHOR <br />WITH HTT4 AT BASE. <br />O3 - FOUR (4) 2X4 BUILT-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 />H1 <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 />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) 13/4" x 16" <br />LVL (2 OE Fb-2950) <br />R.A.G. <br />(2) 2X4 #2 SYP W/ <br />S EE PLAN FOR <br />BEARING WALL CALL -OUT WHEN <br />1/2" FLITCH PLATE <br />SAPS 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 V-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-11/11-13 KRAFT FACE <br />EXT. FRAME 2x6 <br />R-19 KRAFT FACE <br />CONDITIONED CLG. <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES AT SAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACE <br />(GARAGE / LIVING) <br />LIVING 221a S.F. <br />CxARACxE (o I S.F. <br />ENTRY 126 S.F. <br />TOTAL 50. FT. 3021 S.F. <br />ii q 1 11 i�li q I 5"I'Lwoo <br />SCALE: 1/4" = 1'-0" <br />DAVIS BEWS <br />DESIGN GROUP <br />L5o srwTE stxEer Ewsr <br />o1.osMnx, �latmw �77 <br />813 . 9'2S . 1300 TEL <br />813. 925. 1800 FAX <br />vvww.�AVlssEwscor� <br />TAMPA • DEIVVF.R. <br />FST.1994 <br />f� ��I u1i <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 />ANDREW J. 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 />t <br />0 <br />zC) <br />O�Q <br />0��L0 <br />� N � L^ <br />d U- <br />Q V CL pop <br />..� <br />W 0 w�o <br />tt <br />J <br />=o <br />Lu <br />�� <br />uj < w <br />Z ro�u0 Z a <br />U z <br />LDo2`�w <br />_I <br />�to <br />OU Lu <br />0 L @ <br />mrz© <br />z z <br />z <br />r Q gz <br />c <br />0LA <br />Lu iE <br />O 1_4 0 <br />U I o <br />z �z <br />U. w� <br />0 2 <br />Z tjWo <br />Mo oa�o <br />zw rn <br />WWa <br />Ice o ��- <br />o <br />ill <br />000- � �Wz <br />z N /N' �i < 8 <br />Lu Ln l V < z o <br />?�50 <br />V) z � <br />rn a a Lu <br />< LL <br />I� z z �_o <br />m0000 z z <br />O 1 om <br />n m a a <br />SCALE : AS NOTED <br />DATE : 4/8/2019 <br />VERSION NO. <br />100 <br />SHEET NO. <br />m <br />