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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 />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 />1 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 />107 112 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 />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 />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 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 />v <br />I <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 />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 />E61RE55 NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIE5 WITH E6RE55 CODE5, IF THERE 15 NO <br />ACCE55 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 />b4'-8" <br />58' 811 61_011 <br />4'411 <br />H.B <br />Q 35 5H d 5 5N. <br />------- --- --- Ib"DEEP <br />OPT. REF. PANTRY oco <br />- <br />12'-411 <br />CV (V <br />KITCHEN <br />\ VAULTED CLG. <br />O \ TILE e <br />T.P. <br />— _ I n. <br />P=lt FLEX <br />Qom, 10 6-011 T.B. 8'-0" FLAT CLG. <br />O CARPET <br />o <br />VAULT FAMILY ROOM CAFE I I o o o <br />VAULTED CLG. VAULTED CLG. I I O I 2 -2 246 HDR. AT T-8" <br />4 CARPET \ TILE <br />e <br />N <br />— J _ <br />w - U Z a u 0 <br />(oil — - —'� 3'-4" 4 8 <br />O ---VOL U 9'-4" g _411 C <br />14' 1" 3' 0" 9' 8" 3'-011 8' 5" CLG. 3'-0° 2' <br />BEARING WALL W/ e BEARING WALL <br />W/—e <br />D BEARING WALL W/ UPLIFT AND 5TUD5 UPLIFT AND 5TUD5 `r oc I I e FOYER "� 3068 <,-- <br />53 UPLIFT AND 5TUD5 AT 12" O.C. AT 12" O.C. c'o H4 o Q I I =CLG._ <br />9'-4" FLAT a <br />7 AT 12" O.C. o o �r cz- <br />HDR. AT 1' @" HDR. AT T-m" Q a a, TILE <br />4'-0"x8'-O" _ <br />CONC. PAD 2 O R/5 = O @ HDR <br />I .I H4f'17--_ <br />— — — — — � H4 F: - e Tv <br />-' � BEARING WALL W/ 1-0 GLG. r BEARING G 3 � AT 1' m°GC u UPLIFT AND 5TUD5 _ <br />— — — — — — — - <br />I � -� O.E. AT 12" O.G. F <br />g3 WALL g3 `" S3 <br />4'-211 co 8'-101, I 3' b" 2' 31/2" 5' 011 I'-4 I/2" 4'_411 I <br />oI <br />� I <br />I I Q I s 1 EDGE OF 5LA13 I o <br />O OWNERS SUITE L — J� o TP �66� 2" BEYOND WALLLU <br />I n <br />8'-0" FLAT CLG. ,� o "A <br />CARPET 2668 a I aZ a I <br />W, .C. i BATH 2 T.B. <br />DUCT A.H. <br />0 6-oil CHAS a o <br />CLG. I CLG. HAN5EN BOX I O� <br />CARPET 12 AT 36 AFF, I X <br />O lV Q Z <br />--___ 0 __----_� <br />— — _ � I 3 CAR GARAGE <br />TILE I �� I I 8'-0" PLT. HT. <br />V— — — — — — — — — <br />2668 b 1'-2" '-211 " f <br />�� <br />2568 0 o I J I l l I - <br />I II fV <br />�I c a <br />— — CLG. <br />R/5 R/5 � R/5 <br />2xb WALL IQ <br />�- ----- — ----- ---- -- I / <br />DRYER VENT 1 I <br />THRU WALL <br />40(68 4068 CO co 40(68 — a I <br />T.P. ,u <br />BI-FOLD BI-FOLD BI-FOLD I <br />�I o <br />e <br />4'-811 10'-4" 10'-4" I X <br />ZI e <br />�I <br />QA O.BATH _= K <br />2�68 BEDROOM 4 BEDROOM 3 BEDROOM 2 <br />BI- FOLD 0 8'-0" FLAT CLG. - ' FLAT CLG. 8- " FLAT CLG. <br />T�' CARPET CARPET CARPET <br />21-b�1 I <br />I K <br />5,_oil o I 54 <br />L — —(TYP.) <br />25-5H 25-5H 25-5H � <br />«. a 4 5H. * EGRE55 * EGRE55 * EGRE55 W.H. <br />COND. ' 16" DEEP <br />42"x42" 3b"xb0" 5HOWER PAN <br />A/C PAD W/ 5HOWER 5URROUND <br />104" 4'-10" <br />64'-8" <br />FLAT HEADER <br />(5EE ELEV.) <br />ARCHED HEADER <br />n <br />■ INDICATE5I'5 <br />♦ INDICATE5 2 $5 <br />v <br />cv <br />8 lSEE ELEV.) <br />ENTRY <br />I 9'-4" <br />I CLG. A.F.F. <br />0 <br />e a <br />STRUCTURAL NOTES <br />O - TWO (2) 2X4 BUILT-UP COLUMN. NAIL <br />PLIE5 PER TYP. DETAIL "8/55" TIED TO <br />THE BOTTOM PLATE W/ (2) 51MP5ON 5PH4. <br />20 - THREE (3) 2X4 BUILT-UP COLUMN. NAIL <br />PLIE5 PER TYP. DETAIL S/55." ANCHOR <br />WITH HTT4 AT BA5E. <br />0 - FOUR (4) 2X4 BUILT-UP COLUMN. NAIL <br />PLIE5 PER TYP. DETAIL "8/55." ANCHOR <br />WITH HTT4 AT 5A5E. <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) 1 3/4" x 16" <br />LVL (2 OE Fb-2950) <br />R.A.G. <br />(2) 2x4 #2 SYP W/ <br />FOUDWWRING WALLCu1-WMIEN <br />1/2" FLITCH PLATE <br />STRAPS ARE . <br />• VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. <br />• e SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS. <br />* *WIND PRESSURES * � <br />a <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 c� <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. CONIC. 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 EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACE <br />(GARAGE / LMNG) <br />LIVING 2443 S.F. <br />GARAGE 63(o S.F. <br />ENTRY l 3 S.F. <br />TOTAL 50. FT. 3142 5.F. <br />FLOOR PLAN - A <br />5CALE: 1/4" = 1'-0" <br />Y <br />DAVIS BEWS <br />DESIGN GPOVP <br />150 STATE STR= EAST <br />OLDM4AR, AARIDA 34677 <br />813.925.1300 TE[. <br />813. 925. 1800 FAX <br />W W W.DAVISBEWS.C.OM <br />TA 4PA • DEINTVER. <br />=. 1994 � <br />il <br />AME <br />�� <br />VORTEX ENGINEERING, I.I.C. <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 />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 STH 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 fV4 <br />O a) N <br />> tn c) O <br />M <br />Q U) 'p ern <br />Ou <br />Q � U- <br />f— a . M <br />Q C 0000 <br />z z E <br />LuFT <br />J � <br />0z <br />w� <br />z� <br />�a <br />uj <br />z UZ�O <br />zWW0 <br />EE'SZz <br />�OR�_ <br />O�LLo <br />4714 <br />C Umw <br />w <br />oN <br />ZZ <br />au <br />zw <br />z 5 <br />�3 <br />J <br />R 0 0 <br />Lu <br />z w Y <br />LL o co <br />Q ma <br />J <br />zz�a <br />o Ili �� o aLu <br />x o <br />zw w <br />N M c� LL' <br />Z N � 2�02 <br />Z N iaW� <br />�Q<� <br />W W ~�z <br />a <br />Z Z �LOL <br />O0 <br />00 z z &Y w Lu <br />o m g g QoLL <br />SCALE : AS NOTED <br />DATE : 7/ 17/2018 <br />VERSION NO. <br />ISO <br />SHEET NO. <br />