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jl�"L ,�j�Lt �-LL A L"44=1 & �- L=i -,L,6,k L� - i, , i i --j - - , � - 1,� LA-1., i L--.A= LiIiiiiiiiiiii NOTES: 2ND FLOOR ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18jX25j S.H. 13 20X38j 18JX37i S.H. 14 20X50j 18 4 X 50 S.H. 15 20 X 63 18 j X 62 4 S.H. 16 20 X 72 18 j X 71 j S.H. j 32 27 1/4 X 26 26X25j S.H. 433 27 1/4 X 38 N/A S.H. 434 274X501 N/A S.H. 433 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. j 35 27JX63 26 X 62 1/2 S.H. j 36 27 j X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 1 X 38 j 36 4 X 37 3/4 S.H. 24 37 1 X 501 364X50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 734WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 524X37i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 524X714 S.H. 39X59 40 X 59 NIA S.H. DOUBLE 39X59 79 X 59 N/A S.H. 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-011 2x4 SYP #2 16" O.C. SPF #2 91-011 2x4 SYP #2 16" O.C. SPF #2 >91-09, 2x6 I -- SYP #2 I 16" 0 C I L�j * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT SEE C/S6 WALL SCHEDULE USP LSTA1 2 TO TI E- ANGLED CORNER TOGETHER TOP OF WALL REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40'PRODUCT LINE - MIN. 48" x 64" 50'PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" <e> FLITCH PLATE (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X1 2 #2 SYP W/ 1/2- FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 <e(2) > - 1 314" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4' X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +25.6 -27.8 +25.6 / -34.3 +24.5 -26.7 +24.5 / -31.9 +23.0 -25.2 +23.0 / -28.9 SEE SN SHEET SE E SN SHEET H NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES R302.5 Dwelling/Garage Open ing/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 13/8" in thickness, solid or honeycomb -core steel doors not less than 13/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fIr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND I I I MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 2x WALL STUD AREA TABULATION 1ST FLOOR 1512 S.F. 2ND FLOOR 1615 S.F. ATTACH SHEATHING PER C/S6 SEE DETAIL ON PLANJ RIPPED 2x ON BEVEL 1/D2 FOR STAPPING NALED TO W w/ (2) @ BASE OF WALL 1 Od @ 12" O.C. MITERED WALL SECTION_ SCALE: N.T.S. (TYP. @ MITERED CORNERS) 2ND FLOOR PLAN SCALE: Y4"=V-0" TOTAL 3127 S.F. GARAGE 611 S.F. LANAI 181 S.F. ENTRY 38 S.F. TOTAL SQ. FT. 3957 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-1 1/R-1 3 KRAFT FACED (GARAGE / LIVING) 0 tpa ZM 8 U) 0 Z C-4) 4--J LU 0 LU V) E 0 0 0 ce) co E 8 0) C0 C W C', I! M Q4 080 :]z 0i U- co -00 (a 4) -19 0 (1) -he CL 0 in 0 V < 0 CY) OL < 61 8D. N,C, D, C P IMP �q M13 c" co 0 0 0 000. Z C', ci S V L LLI* 00 LL C C < .ca C C4 0 f E 'cb f C, PE 3 S%O I&L411 the 11... 110A b f, elief, the structural plans and specifications contained rTo - within these drawings comply with the Florida Building -t i Ce 5 Cod' Sth Edition (2014) Residential. Engineer's signature a. s and seal is only for the structural engineering portions of . 1he drawing pages bearing Engineer's signature and seal. '. Z 0 �--41 4-J C:) L0 '- "o 0 > U-) rri 0 ZCY) 4-J fU Ln < U- CL Z , 170 0� U 0-00 Z E § (0 Z C) F- WLLJ -.11 C:) z LU LL 0 z z 0 102 0 z<0 >- z 0 a. z <Z U X Uzi 0; Z- 9,- Lou 0>- U 0� 0 w) M U OR LU C) Q. 0 z LU z C) Ln N r-4 0 < uj F- _;t W he ce <Z00 LLJ 0 0 0 W 0 00� < Z u L2 M M- 2 20Z01 , - o, I.- Z Z Cy z;i Uj LLI M 0 Uj Q- �J-zo J<8r- 6 _j U) 0 0- 1�j LU 0 LL Z < !� �i r- 02: =<W Ce r-4 0 &yx U. X z -j 2 z < LLI 0 C:) CL he LL1 F- C) LL < Z Uj .. Z `0 > Z 0 �-*! -i SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES, VERSION NO. 1525 JOB NO: 17-1426 SHEIET NO. 2