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ATC ALTERNATIVES
DESIGN CRITERIA AND LOADS LEGEND AND FRAMING NOTES: CONCRETE AND FOUNDATION NOTES
INTERIOR ROOF LOAD BIARING WALL
Buildi AY WINDOW HEADER
2010 9F_o_rqi�doa'eBu il ding, Residential 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
and Existing Codes STRUCTURAL WOOD 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
BEAM ATC MAY NOT BE APPLICABLE DUE TO STUDS 3. ALL REINFORCING STEEL J3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS
Code for Design Loads PACKED SOLID. IN THIS EVENT, IT IS ACCEPTABLE (UNO).
ASCE / SEI 7-10 INTERIOR FLOOR LOAD BEARING WALL. NO ATC REQUIRED. BAY WINDOWS TO FASTEN EACH KING GROUP TO THE TOP AND 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP.
Construction Type Y2" x 6" EMBED ANCHORS WITH WASHERS @ 48" O.C. 5'-0" AND BOT PLATE W1 DSP OR (1) MSTA24 W/(5) 10d IN 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. 0 A C L E
ALTERATION - LEVEL 2 SMALLER 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
Converted Heated Area Added Roof Area (UNO) UNLESS NOTED OTHERWISE ON PLAN OR DETAIL PLATE AND (7) 10d IN STUDS. BOTTOM PLATE TO 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM
300 ft2 200 ft2 EOR ENGINEER OF RECORD SLAB W/ Y2" x 6" EMBED BOLT W/ WASHER UNO. BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2004 TABLE R401.4.1, AND SHALL
DIRECT CONNECTION OF STUDS TO SLAB W/ BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT ORACLE Engineering &
ROOF LOADING (Cd= 1.25) LTT20B W/ Y2" x 6" EMBED ALL THREAD ROD IS LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR Construction Services,
TOP CHORD LIVE LOAD* 20 psf ACCEPTABLE. LTT20B MAY BE RECESSED IN SLAB. CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. Inc.
TOP CHORD DEAD LOAD 7 psf 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL
BOTTOM CHORD LIVE LOAD 10 psf HEADER FRAMING POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, 1650-302 Margaret
BOTTOM CHORD DEAD LOAD 5 psf COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF
1(2) 2 x 6 -1 /21 HEADER/BEAM CALL-OUT TYPICAL HEADER SUBTERRANEAN TERMITES. Street #197
CONCURRENTLY LOADED LIVE LOADS MAY BE REDUCED PER HDR SPAN CONNECTION (END OF EACH HEADER) 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING Jacksonville, FL 32204
FBC 1605.3.1.1 NUMBER OF KING STUDS EACH SIDE OF OPENING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. (904) 600-5750
NUMBER OF JACK STUDS EACH SIDE OF OPENING 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'xl5' GRID WITHIN 12 HOURS OF
SIZE OF HEADER MATERIAL (NO. 2 SYP) TOP PLATE TO KING: CONCRETE PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS.
FLOOR LOADING (Cd= 1.00) LESS MSTA24 W/(5) 10d IN TOP PLATE AND (7) 10d IN KING. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT FL Cert. of Auth. No.:
TOP CHORD LIVE LOAD 40 psf NUMBER OF PLIES IN HEADER THAN 5'-0" DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING 30597
TOP CHORD DEAD LOAD 10 psf 0 ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH KING GROUP TO SLAB: SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE
BOTTOM CHORD LIVE LOAD 0 psf OTHER WITH (2) ROWS 10d COMMON @ 8' O.C. STAGGERED. LTT20D OR HTT16. ENGINEER OF RECORD.
BOTTOM CHORD DEAD LOAD 5 psf 12. SIMPSON STRONG-TIE ACRYLIC TIE (REPORT ER-5791) SHALL BE USED IN ALL DRILLED AND
0 TOP PLATE TO HEADER CONNECTION (ONE OF THE FOLLOWING): (10) 16d AND Y2" X 7" EMBEDMENT ATR UNO. EPDXIED CONNECTIONS TO CONCRETE. ANCHOR BOLT, THREADED OR DOWELED REINFORCING
TRUSS DEFLECTION CRITERIA - NO CONNECTION FOR HEADERS LES THAN 36" STEEL MUST BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE DRILLED Y16" GREATER THAN
THE DIAMETER OF THE ANCHOR. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR
ROOF TRUSS - SPH W/ (12) 10d x 1-)/2" @ 32" O.C. OR TOP PLATE TO KI N_ G: PROPER INSTALLATION.
LL/240 - DSP W/ (14) 10d COMMON @ 16" O.C. OR (2)MSTA24. EACH W/(5) 10d IN TOP PLATE AND (7) 10D
FLOOR TRUSS TL/1 80 - FASTEN TRUSS DIRECTLY TO HEADER W/ MTS OR HTS W/ (14) 5' 7' IN KING.
I Od x 1-/V2" (OR EXISTING STRUCTURES NOTE
LL/360 EQUAL APPROVED BY EOR) KING GROUP TO SLAB:`�4
TL/240 0 WINDOW OPENINGS 4 1 AND GREATER REQUIRE Y2" ANCHOR BOLTS OR LTT20B OR HTT16. (10) 16d AND Y2" X 7" EMBEDMENT ATR EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW
REDHEADS W/ 1-Y2" DIA WASHERS AT 48" (MAX) ON CENTER UNDER UNO, ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER
WIND LOADING PER FBC 1603.1.4(Cd= 1.60) WINDOW CONNECTION BOTTOM PLATE TO SLAB. IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR
ASCE 7-10, 3 SEC. GUST DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD
ULTIMATE DESIGN WIND SPEED, Vult 130 mph TOP PLATE TO KING: CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY
NOMINAL DESIGN WIND SPEED,Vasd 93 mph 0 IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD (3)MSTA24. EACH W/(5) 10d IN TOP PLATE AND (7) 10d SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE
EXPOSURE CATEGORY C 7' 12' IN KING. AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE
RISK CATEGORY 11 OPENINGS IN 2x4 STUD WALLS GREATER THAN 6' REQUIRE A (2) 2x4 ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
ENCLOSURE CLASSIFICATION ENCLOSED Openings > 6' NO.2 SPF PLANK ORIENTED PLATE DIRECTLY ABOVE AND BELOW THE KING GROUP TO SLAB: (2)LTT20B W/(10) 16d AND Y2" X <1_
INTERNAL PRESSURE COEFF 0.18 (2x4 Walls) OPENING W/(6) 12d COMMON TOE-NAILS AT EACH END 12" EMBED ATR W/ WASHER OR HTT16 W/(18) 16d AND r_1\Ile
C&C DESIGN PRESSURES SEE TABLES 1, 2 3 X 12" ATR UNO. LL_
MEAN ROOF HEIGHT 15 FT.
ROOF ANGLE, e 27* Openings > 8' OPENINGS IN 2x6 STUD WALLS GREATER THAN 8' REQUIRE A (2) 2x6 <
NO.2 SPF PLANK ORIENTED PLATE DIRECTLY ABOVE AND BELOW THE HIGH UPLIFT HEADER
(2x6 Walls) OPENING W/(8) 12d COMMON TOE-NAILS AT EACH END U 0
FEMA FLOOD INFORMATION PER FBC 1603.1.7 TOP PLT TO EACH KING: Z
FIRM MAP ITEM ID 12003CO306C MSTA24. EACH W/(6) 10d IN TOP PLATE AND (8) 10d IN KING.
EFFECTIVE DATE JUNE 17, 2008 111 r 11
L ZONE X - UNSHADED NAILS HEADER TO JACK STUD: 0 Lr- <
(OTHER AREAS) MSTA24 W/(8) 10d IN HEADER AND (10) 10d IN JACK. < 0
0 INSTALL COMMON NAILS UNLESS OTHERWISE SPECIFIED 0�
0 COMMON WIRE NAILS AND THREADED HARDENED STEEL KING GROUP TO SLAB: U) U 0
NAILS SHALL CONFORM TO THE NOMINAL SIZES (I)HTT22 W/(32) 16d SINKERS AND ?a" x 15" EMBED ATR UNO. _j
SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES Lij LL_
APPLY 1-0 FASTENERS BEFORE APPLICATION OF AND KING STUDS:
0 PROTECTIVE COATING. MROWS 12d @ 6" BETWEEN ADJACENT JACKS AND KINGS Ctf Li- l_-
WHEN A BORED HOLE IS REQUIRED TO PREVENT LLJ
SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, LLJ U
THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL t 0 ct:� <
OR SPIKE DIAMETER III
0 THE NOMINAL DIAMETER AND LENGTH OF TYPICAL M
FASTENERS SPECIFIED FOR THIS PROJECT ARE AS
LISTED IN TABLE 2 BELOW C)
F-
ALL THREAD ROD (ATC) UPLIFT ANCHOR ALL WATERPROOFING AND FLASHING
DETAILS TO BE DESIGNED AND <
DETAILED BY OTHERS.
TABLE 1 COMPONENT AND LJ1% FIXED ATC LOCATION (SEE PLAN): (SEE "ATC: TYPICAL PLACEMENT DETAILS," ON < LJ L,n I--'
TABLE 2: 'NAIL SIZE LEGEND THE DETAIL SHEETS FOR ADDITIONAL ATC LOCATIONS AND SPACING. SEE "ATC r /-% n <
CLADDING DESIGN PRESSURES ALTERNATIVES," ON S-1 FOR INSTALLATION OPTIONS WHERE ATC IS NOT FEASIBLE.) U
DIAMETER LENGTH
(ROOF)- 8d COMMON 0.131" 2-)/2" ONE ALL THREAD CONNECTION (ATC) IS COMPOSED OF 3/8" 36ksi ALL-TREAD THAT RUNS THE MIN 24/16 APA RA TED ROOF SHEATHING
Zone _8d_�RINGSHANK 0.120" 2-)�" INSTALLED W/LONG DIMENSI,,,.')1q PERPENDICULAR TO
a t�, FULL VERTICAL HEIGHT OF THE WALL, PENETRATING BOTH THE TOP AND BOTTOM PLATES, AND
Designation 1 Od X 1-)2_ 0.148" 1-y2" GROUTED WITH SIMPSON STRONG-TIE ACRYLIC-TIE INTO CONCRETE. THE TYPICAL EMBEDMENT SUPPORN W/ 8d RINGSHANKS:
iv___ Interior Zone End Zone Corner Zone 10d COMMON 0.148" 3" IS 6" FOR MONOLITHIC CONCRETE AND 7" FOR STEMWALL AND OTHER FILLED MASONRY 6" O.C. AT PANEL EDGES, 12"
>Effective
Wind Area (Psf) (Psf) (Psf) 12d COMMON 0.148" 3-Y4" APPLICATIONS. THE ACRYLIC-TIE MUST FILL BOTH THE HOLE IN THE CONCRETE AND THE HOLE O.C. AT INTERMEDIATE SUPPORTS
16d SINKER 0.148" IN THE WOOD PLATE. USE A 91/6" BIT FOR DRILLING CONCRETE AND PLATE HOLES. THE TOP
0 10 sq. ft. +18 -28, +18 -48 +18 -72 END OF THE ATC MUST BE RESTRAINED BY A 3" SQ. x X" THICK WASHER AND NUT. THE CONVENTIONALLY FRAMED RAFTERS.
16d COMMON 0.162" 3-N' ALL-THREAD MAY BE SPLICED WITH A COUPLER THREADED ONTO THE ALL-THREAD A MINIMUM
11 20 sq. ft. +16 -27 +16 -45 +16 -67 DISTANCE OF Y2" AT EACH END OF THE COUPLER. THE COUPLER SHALL BE RATED FOR
ALLOWABLE TENSION OF 3,200 POUNDS UNDER WIND LOADING. THE ALL-THREAD SHALL BE
21 50 sq. ft. +14 -26 +14 -40 +14 -61 INSTALLED PLUM WITH THE MAXIMUM DEVIATION FROM VERTICAL OF 3/a" HORIZONTAL PER FOOT NUT & 3" SQUARE x )/8" THICK WASHER AT TOP
VERTICAL. PLATE
51 100 sq. ft. +13 -25 +13 -36 +13 -57 TABLE 3: FASTENERS IN PRESSURE TREATED LUMBER ATC LOCATIONS IN EXTERIOR WALLS AND SHEARWALLS ONLY WILL REQUIRE AN ADDITIONAL 1-y2" DOUBLE 2x NO.2 SYP TOP PLATE FASTENED W/
ROUND WASHER AND NUT AT THE BOTTOM PLATE FOR ATC'S LOCATED NEXT TO OPENINGS AND 2-ROWS 10d COMMON @ 16" O.C. STAGGERED (UNO).
PRESERVATIVE AT WALL ENDS WHICH TERMINATE AT CORNERS. MIN 48" LAP W/ (24) 10d COMMON IN LAP.
TABLE 2 COMPONENT AND ACQ & NON-DOT CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC THE HEX NUT ABOVE THE TOP PLATE SHALL BE TIGHTENED TO APPROXIMATELY 30 ft-lbs OF
BORATE COATED FINISH. TORQUE. CHANGES IN MOISTURE CONTENT AND THE RELATED SHRINKAGE OF THE BUILDING
CLADDING DESIGN PRESSURES SODIUM BORATE ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. MATERIALS WILL EFFECTIVELY ELIMINATE THE PRE-LOADING CAUSED BY THE INITIAL TIGHTENING
OF THE NUT. AFTER ALL ROUGH-INS OF THE MECHANICAL AND ELECTRICAL TRADES ARE
(WALL) ACZA STANDARD FINISH IS ACCEPTABLE (UNO) COMPLETE, AND PRIOR TO INSTALLATION OF INSULATION, RE-TIGHTEN THE UPPER HEX NUTS TO
30 ft-lbs OF TORQUE. TRUSS OR RAFTER TO TOP, PLATE W/ (1) SIMPSON
/Zone Interior Zone End Zone NOT RECOMMENDED. STAINLESS CONNECTORS AND
one
t�j
esignation FASTENERS MTS12 W1 (14) 10d fll-Y2". EXCEPTION: JACK
Effective (Psf) (Psf) REQUIRED. TRUSSES, EXCLUDING 'CORNER JACKS, MAY BE SHEET NO.:
WUTind Area SHEARWALLS STRAPPED DOWN! W/H8 W/(10) 10dxl-Y2" S - 1
0 10 sq. ft. +31 -33 +31 -41 1
11 20 sq. ft. +29 -32 +29 -38 Sw INSTALL A DBL STUD GROUP AT THE ENDS OF THE SHEARWALL. I Structural
MIN '�116" 24/16 APA SPAN RATED OSB W/ LONG
CONVENTIONAL FRAMING NOTES KING/JACK GROUP WILL SUFFICE FOR DBL STUD GROUP. FASTEN WALL DIMENSION PERPENDICULAR TO S I UPPORTS. 8d COMMON: Summar)�___
21 50 sq. ft. +28 -30 +28 -35 SHEATHING TO FRAMING WITH 8d COMMONS AT 3" ON CENTER ON EDGE 3" O.C. AT PANEL EDGES, 12" O,rC. IN THE FIELD. HOLD JOB NO.:
AND 12" ON CENTER IN THE FIELD. PLACE (1) HTT22 AT DBL STUD SHEATHING 1/2" VERTICALLY FROM TOP OF SLAB. WAGNER
51 100 sq. ft. +26 -29 +26 -32 RIDGE #2 SYF TYP: AT EACH END OF SHEARWALL. HARDIPANEL IS ACCEPTABLE WALL RESIDENCE
2x8 RIDGES SHEATHING ONLY IF NOTED ON THE FRAMING PLAN. MAXIMUM BOTTOM 2x EXTERIOR WALL STUL)'t S. SEE PLAN FOR STUD SUBDIVISION:
+23 -26 +23 -26 * (8) 12d COMMON TOENAILS 0 VALLEY PLATE ANCHORAGE IS 24" O.C. ACCEPTABLE BOTTOM PLATE ANCHORS
101 - 500 sq. ft. TO ADJACENT MEMBER. SIZE: SPECIES, AND SPACING.
* (1) MTS12 STRAP 0 VALLEY TO PLATE. INCLUDE Y2" ATC, Y2" DRILL AND EPDXY BOLT W1 WASHER, AND Y2" X J
r
2x1O RIDGES 4" EMBED WEDGE ANCHOR W/ WASHER
* (10) 12d COMMON TOENAILS 0 VALLEY i
TO ADJACENT MEMBER. 36 KSI THREAD ROD ANCHDR @ MAX 48" O.C. SEE PROVIDE BOTTOM PLATE NUT LOT NO-.:
* (2) M1312 STRAPS 0 VALLEY TO PLATE. SWH SEE "SWH" DETAIL LOCATED ON THE DETAIL SHEET.
TABLE 3 COMPONENT AND 2x12 RIDGF,,S FRAMING PLAN AND ATC INS,31-ALLATION SPECIFICATION & 1-Y2" ROUND WASHER PER
* (12) 12d COMMON TOENAILS 0 VALLEY
CLADDING DESIGN PRESSURES TO ADJArENT MEMBER. SWB SEE "SWB-SPECIAL SHEARWALL DETAIL," LOCATED ON THE DETAIL FOR REQUIREMENTS. ATC SPECIFICATIONS, SHEET
* (2) MTS12 STRAPS 0 VAI I FY TO PLATE. SHEET. S-1, IN EXTERIOR WALLS & FLOOR PLAN:
(ROOF OVERHANGI RAFTERS-ALS P TYP: SHEARWALLS
Zx6_RAF7U�Y 2x4 PT NO.2 SYP BOTTOM PLATE.
* (1) H5 OR (1) H8 0 EACH RAFTER TO TOP PLATE. Perforated 0 PERFORATED SHEARWALLS ARE SHEARWALLS INDICATED ON PLAN DESIGNED:AOB
* (6) 12d COMMON TOENAILS @RAFTERS TO WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL. THESE MIN 1 3/4 11 ANCHOR
Zone RIDGE/VALLEY. Shearwalls FINISHED GRADE'
Desfignation End Zone Corner Zone 2x8 RAFEERS HAVE BEEN DESIGNED AS PERFORATED SHEARWALLS IN EDGE DISTANCE REMEWED:AFL
Effective (PSf) (Psf) * (2) H5'S OR (1) H8 0 EACH RAFTER TO PLATE. ACCORDANCE WITH FBC 2305.3.7.2
Wind Area * (8) 12d COMMON TOENAILS 0 RAFTERS TO
RIDGE/VALLEY.
2x1O RAF' 0
0 - 10 sq. ft. -57 -95 _aM DBL STUD GROUP AND HOLDDOWN ANCHORS ARE REQUIRED ONLY
* (1) H16 OR (2) MST12'S 0 EACH RAFTER TO PLATE. AT THE EXTREME ENDS OF THE SHEARWALL. ALL ELSE IS TO BE
* (10) 12d COMMON TOENAILS 0 RAFTERS TO 2nd Floor K I
11 - 20 sq. ft. -57 -86 RIDGE/VALLEY. Shearwalls INSTALLED PER "SW" SPECIFICATIONS. STRUC. WALL SECTION
CEILING JOISTS (#2 SYP OR TJ1 JOISTS): 0 2ND LEVEL STUDS AT EXTREME END OF SHEARWALL TO 2ND LEVEL _0N E'
21 50 sq. ft. -57 -74 2x JOIST
* (8) 10d COMMON 0 CEILING JOIST TO RAFTER. TOP PLATE W/ (2) SIMPSON MSTA24. MIN (5) 10d COMMON IN TOP NOTES:
* (4) 10d COMMON TOE-NAILS 0 CEILING JOIST TO TOP PLATE. PLATE
51 100 sq. ft. -57 -65 1. FOUNDATION AND SLAB PER CONCRETE SECTIONS AND 2
TJI CEILINQ JOIST
%
* FAST'EN 12" LONG FIJI ER BLOCK TO TJI JOIST CONCRETE NOTES LOCATED ON THE STRUCTURAL
0
e 2ND LEVEL STUDS AT EXTREME END OF SHEARWALL TO SLAB WITH
W/(10) 10d COMMON. (8) 10d COMMON @CEILING SUMMARY SHEET S-1. 1 o.7 91
JOIST TO RAFTER. HTT22. 2.EXTERIOR WALL ASSEMBLY UPLIFT CAPACITY 1000#
* (4) 10d COMMON TOENAILS @CEILING JOIST TO
TOP PLATE. PER RAFTER @ 24" O.C. SPACING.
0 IF EXTREME END OF 2ND FLR SHEARWALL IS OVER EXTREME END OF
1ST FLR SHEARWALL, FASTEN 2ND FLOOR END STUDS TO 1ST FLOOR
q
END STUDS W/ (2) MSTA36 OR (2) CS16 WITH (8) 10d IN EACH
- p
END SEE
LOPERA
PE # 70791
04/28/2015
GOLF CART GARAGE
GENERAL PLAN NOTES: SYMBOLS LEGEND
ABBREVIATIONS1. FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE DESIGNATES FOOTING LINE
ABV ABOVE SHEET S-1 DESIGNATES SAWCUT LINE C L E
AC AIR CONDITIONER 2. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD 1/2"x6" EPDXY ANCHOR I t A
AFF ABOVE FINISHED FLOOR INTERIOR LOAD BEARING WALL
AHU AIR HANDLER UNIT
BLK BLOCK 3. SIMPSON ACRYLIC-TIE ADHESIVE SHALL BE USED IN ALL ORACLE Engineering &
CABS CABINETS DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. DESIGNATES SLAP RECESS Construction Services,
ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING 77,
STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A S-3
Inc.
CL CEILING LINE
CLG CEILING HOLE X16" GREATER THAN THE DIAMETER OF THE ANCHOR. BEAM OR TRUSS, SEE PLAN
CHR CHAIR RAIL MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR A307 DIAMETER FULL HEIGHT 1650-302 Margaret
COFF COFFERED PROPER INSTALLATION. Street #197
COL no THREADED ROD, SEE DETAIL 5/S-3
COLUMN
Jacksonville, FL 32204
COMP COMPRESSOR
-PLY STUD COLUMNS UNDER (904) 600-5750
4. FASTEN ALL MULTI
CRN CROWN MOULDING A307 DIAMETER FULL HEIGHT
BEAMS/GIRDERS W./ (2) ROWS 10d COMMON @ 8" 0.C. THREADED ROD, SEE DETAIL 5/S-3
CVAC CENTRAL VACUUM SYSTEM
STAGGERED
DBL DOUBLE FL Cert. of Auth. No.:
30597
DIAG DIAGONAL 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE LSTA1 2 12" LONG LIGHT GAUGE STRAP
DR DOOR ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE FASTEN TO TOP PLATE AND STUD
S-3
THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE WITH 5-10d COMMONS
DRY DRYER SPACE
DW DISHWASHER DESIGNED AND DETAILED BY OTHER
f--- �j
EB EYEBROW
6. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
FL FLOOR LINE (MAT CHANGE) ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
FLR FLOOR FLORIDA BUILDING CODE TABLE 2304.9.1 FASTENING FOOTING SCHEDULE AND NOTES
FP FIREPLACE SCHEDULE.
FIR FRENCH DOOR
TYPE LENGTH WIDTH DEPTH BOTTOM BARS
FXD FIXED 7. ALL WATERPROOFING AND FLASHING DETAILS TO BE
FXT FIXTURE DESIGNED AND DETAILED BY OTHERS. F2.0 2'-0" 2'-0" 11-011 3-#5 EA. WAY BOT.
GLS GLASS F2.5 2'-6 2'-6 3-#5 EA. WAY BOT.
HB HOSE BIB 8. PER FBC-EB, ALL NEW ELECTRICAL EQUIPMENT AND WIRING F3.0 3'-0" 3'-0" 11-011 3-#5 EA. WAY BOT.
KS KNEE SPACE SHALL COMPLY WITH CHAPTER 27 OF THE FBC.
LAV LAVATORY ELECTRICAL CONNECTION TO EXISTING RESIDENCE TO BE F3.5 3'-6" 3'-6" 11-011 4-#5 EA. WAY BOT.
LT LAUNDRY TUB DESIGNED AND DETAILED BY ELECTRICAL CONTRACTOR. F4.0 4'-0" 4'-0" 11-011 4-#5 EA. WAY BOT.
MRBL MARBLE F4.5 4'-6" 4'-6" 11-011 4-#5 EA. WAY BOT. S-3 Ld
mc MEDICINE CABINET 9. PLUMBING DRAWINGS TO BE DESIGNED AND DETAILED BY 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE
MIR MIRROR OTHERS. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
MTL METAL STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
OHC OVERHEAD CABS 10. MECHANICAL DRAWINGS TO BE DESIGNED AND DETAILED BY REFERENCE ONLY. FOUNDATION PLAN 1 /4 1 0
OPING OPENING OTHERS. ALL NEWLY OCCUPIABLE SPACE SHALL BE
OPT OPTIONAL PROVIDED WITH NATURAL OR MECHANICAL VENTILATION IN 2. FTGS. Scr FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
R&S CLOTHES ROD and SHELF ACCORDANCE WITH FBC-MECHANICAL. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED HUC210V EXISTING
REF REFRIGERATOR SPACE 11. NEW STUDS SHALL BE MINIMUM 2x4 NO.2 SPF AT MAX 16" PROCTOR IN ACCORDANCE WITH ASTM D 1557. (4 PLACES STRUCTURE <
SD SOAP DISH O.C. Ld
SDLTS SIDE LIGHTS U 0
SMID SMOKE DETECTOR
2x6 SYP#2 P.T.
JOIST @ 16"O.C. 2x8 SYP#2 P.T.
SOAP SOAP DISH
FASTEN TO BEAM w/ LEDGER. FASTEN LL_
TB TOWEL BAR 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) <
TPH TOILET PAPER HOLDER H2.5T @ EA. 2x4 OUTLOOKER (2) 1/4%4" STAINLESS STEEL 1� 0- w/ 6-10d COMMONS < r)
T&S TUB and SHOWER OUTLOOKER /-AT 24" O.C. NOTE LAC SCREWS ANGLE DRIVEN 0, =,0 @ 16" O.C.
TEMP TEMPERED - y) U
PLACE GABLE END TRUSS IN PRE—DRILLED HOLES, x x
TOB TOP OF BLOCK (CMU) N 1 C14 0
TR TRANSOM [ROOF TO THE INT. FACE OF COUNTER SINK AND PLUG. C'4=- _j
C14
STUD SPACING, SEE SHEATHING BALLOON FRAMED WALL L
VOL VOLUME FRAMING PLAN rA) AND FASTEN TRUSS TOP
SCHEDU AND BOTTOM CHORDS TO HUC210
WC WATER CLOSET LE.
WD WOOD 5-12d TOE BALLOON FRAMED WALL
(4 PLACES) 0
WH WATER HEATER TRUSS Lij
WNCT WAINSCOT 48" O.C. BETWEEN NAILS AT EA. STUD. L <
2x4 BLOCKING AT -NAILS EACH STUDS W/ 2-0.131XY
GABLE AND FIRST-1 l__ Lij
ws WATER SOFTENER INTERIOR TRUSS.
..........
U) m
WSH WASHER SPACE FASTEN GABLE END (2)2x6-1/1
TRUSS w/ FULL HT.
C) C)
NCHOR AND H2.5T
(2)2x4 FLATWISE A EA. END
BLOCKING TO
CN 21
SUPPORT QUICK
CD 0 <
TIE CABLE L-0 _j
<
2x4 JACK STUDS ALL EXTERIOR WALLS AT
N
THIS LEVEL ARE:
CONSTRUCTED OF 2x4
00
FULL HEIGHT
x
SPF#2 @ 16'; O.C. WALL
ANCHORD
FRAMING (U.O.N.), THIS
FULL HEIGHT
FULL HEIGHT] WALL FRAMING COMPLIES
ANCHORD ANCHORD WITH DEFLECTION CRITERIA. (�2�)2x6-1/1
BALLOON FRAME GABLE END I"'N' OT TO SCALE
2x6 SPF#2 @ 16" O.C.
BALLOON FRAME WALL
PER DETAIL 1/S-2
STRUCTURAL PLAR 1 /4 1
- --------- ---- ----------------------- ... ........... ---------------
ROOF RAFTER NOTES: STRAPPING NOTE
FENCE LINE
1. STRAP ROOF RAFTERS TO BEARING
WITH 2-12d TOENAILS & 2—SIMPSON SHEET NO.:
H2.5T UPLIFT STRAP (U.O.N) S - 2
FOUNDATION
2 PLAN
S-3
WAGNER
SUBDIVISION:
--------------------------- ----
RESIDENCE
i------- ------ 7
d
FENCE LINE
b
-----------
04
LOT NO.:
@
Cf) 0
EXISTING Fi-
<
TRUCTURE UJI
0 FLOOR PLAN:
LL_
<
DESIGNED:AOB
5
D:f
LL_
0 REVIEWED:
S-2
0
AFL
Of Cq
04 REVISIONS DATE
n
V)
jI V
Si
PROPOSED
GOLF CART
GARAGE 2
S-3
PARTIAL KEY PLAR NOT TO SCALE
ANDRES F. LOPERA
PE # 70791
4/28/2015
THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0
A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO
THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY
BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE.
ALL FRAMING SHEATHING CONNECTION RODS ARE TO BE INSTALLED AS INDICATED ON PLAN WITH A C L
MAXIMUM SPACING OF 6'-8". PROVIDE A 2"x2%Y8" WASHER FOR 3/8"
4-12d TOE ATPLATE RODS AND 3%3% Y4" WASHER FOR V8" RODS. FASTEN WITH A NUT
2x4 OUTLOOKER NAILS (2 EA 2x4 BLOCKING AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED ORACLE Engineering &
ROOF SHEATHING @ 2.4" O.C. SIDE) NUT. (TYPICAL) Construction Services,
PER PLAN HURRICANE CLIP Inc.
SLAB ON H2.5T @ EACH AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE -4"
E R (2) Nuvv�) UIC 1650-302 Margaret
OUTLOOKF LARGER THEN THE DIAMETER OF THE THREADED ROD USED. THE
GRADE, 8d COMMOI�\\ ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WITHIN HOLE. Street #197
_F SEE PLAN. x Jacksonville, FL 32204
w :c
_6
x 00 4 NAILS @ 6" O.C. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 (904) 600-5750
< TO TOP PLATE.
ME (2)_ SYP#2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL
z TOP PLATE (STAGGER NAILS FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE
N n , I 1�z I
0 -00 FL Cert. of Auth. No.:
BETWEEN ROWS. SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS
ALT. FOOTING AT SIMPSON A35 30597
94 0 ONE-HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30
BUILDERS DISCRETION. FRAMING CLIP
ft.-lbs. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF
AT EA. TRUSS (1 )H2.5T @
BUILDING; CONTRACTOR SHALL RE-11GHTEN NUT TO 30 ft-lbs. OF
2x SPF#2
3211 OC ROD EMBEDMENT
12" w/(2)#4 CONT. TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO
STUDS @ 16" O.C. MONOLITHIC: 6"
INSULATIION. FURTHER IT IS THE CONTRACTORS RESPONSIBILITY TO
STEM WALL: 8"
INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING AFTER
DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR
MONOLITHIC EDGE FOOTING BALLOON FRAME GABLE END
OCCUPANCY.
J-3 SCALE: N.T.S.
EPDXY ANCHORING:- ALL THREADED RODS SHALL BE DRILLED AND
2" MIN. - EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE
REAQEQ RO FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4
FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT Lij
FOR MONOLITHIC CONCRETE AND 8" EMBEDMENT FOR STEMWALL,
CMU, AND ICF INSTALLATIONS. CD
TYPICAL TOP PLATE NAILING: <
TYPICAL LAP SPLICE: FASTEN ALLTOP PLATES EU LL HEIGHT SECTION
TYPICAL STUD NAILING: 0.1,31x3" END NAILS: TYPICAL HEADER NAILING: O.131X3" TOE NALS 8-16d OR (12) 0.131"OxY TOGETHER w/ (3) ROWS <
(2) @ 2 x 4, (3) @ 2 x 6, (4) @ 2 x 8 2X6, 2x8 = (5) NALS- OF .131x.3 @ 12" O.C. STAGGERED. Lij
SYP#2 DBL 9" LVL, 11" LVL, 2x1O, 2x12 = (7) NALS FULL HEIGHT ANCHOR INSTALLATION CHART
6"MAX. 6"MAX. 14" LVL, 14" LVL = (9) NA LS SYP#2 HEADER, 41-0" IN. U
FASTEN ROOF TRUSS TOP PLAT /PER PLANS FULL HT. TOP PLATE SILL PLATE CONCRETE WASHER EMBEDMENT EDGE Z
w/ UPLIFT CONN. LONG
V, x1x,
21 3/8" ROD 5/8"0 1/2"0 1/2"0 2x2xl/8" 4-1 811 211 3'$
ENOUGH TO ENGAGE
STUDS. < 0
< 1/2" ROD 3/4"0 5/8"0 �/8110 3x3xl/4" AL,
IF HIGH SIDE OF WALL ry
IS A SHEARWALL 3/4"0 3x3xl/4" 611 1211 2 3"
5/8" ROD 1"0 3/4"0 U) U 0
> STE
INSTALL ADDITIONAL 1> M MONOI STEM LL_
x Lij
FULL HT ANCHORS. >/
/>
------ ------ ------
WALL r-HEATHING
---- ------ -- --------
> 3 ULL HEIGHT THREADED ROD ANCHORING SYSTEM Ld
0
DROPPED HEAD m
IF HIGH SIDE OF IF HIGH SIDE OF WALL < Li
IS A SHEARWALL, INSTALL ROUGH DROPPED HEAD <>1<111\ 5-10d TOENAILS CD C) U
11
WALL IS A ,>
OPENING OR SILL PLATES MINIMUM FASTENER E.E. RIDGE, ROOF SHEATHING SPECIFICATIONS:
SHEARWALL DBL. 2x BLOCKING IN < 24/16 APA RATED F-
N SEE PLAN. SHINGLE- MIN 7/16 z
FASTEN (2) FIRST (2) STUDS SPACES 4'-4' (1)2x4 SPF #2 (4)12d TOE NAILS ROOF 'SHEATHING INSTALLED W/LONG CD <
MSTA36 AT 6'-4' (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS < Lj Ln I
INSIDE FACE 8'-4�' (3)2x4 SYP #2 (1)A34 + (6)12d TOE NAILS DIMENSION PERPENDICULAR TO _j n F_
FULL HEIGHT ANCIHORING SUPPORTS W/ 8d RINGSHANKS: (J� �q <
OF SHEARWALL
OR BEND AROUND 12'—�"(,3)2x6 SYP #2 (2)A35 -- (6)12d TOE NAILS SYSTEM, PER PLAN 6" O.C. AT PANEL EDGES, 12"
ENDS AT JACK ANU KINU SIUDS, / AT INTERMEDIATE SUPPORTS 0
NON-SHEARWALL. PER HEADER'SCHEDULE CONVENTIONAL ROOF CONVENTIONAL ROOF
ROUGH OPENING, PER PLAN TYPICAL SOLE PLATE NAILING: FRAMING, SEE PLAN FRAMING, SEE PLAN
O.131x3" TOE NAILS: 0
PT. SYP#2 (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. 00 0 0 0 00 0
SILL PLATES-- 0 1-11 -,, 0
SOLE PLATE 0 __CD 11 0
x
<
A A :2
11 n 2x6 SYP#2
D RAFTER COLLAR TIE
FOUNDATION, SEE I LAN FASTEN EA. END
I 1 2 1/2"0 x 6" LG (MIN 3"' EMBED.) BEARING w/ 8-10d COMMON
EQUALLY SPACED SOLE PLATE-4ANCHORS BETWEEN: 2 8" FROM SOLE NAILS
WINDOWS < 4'-4" - (1) ANCHOR /THREADED ROD ANCHOR BOLT / 2
DRILLED & EPDXY w/ 2"0 x 1 pp MAX. VN. HLAIE BREAK
WINDOWS < 8'-4" - (2) ANCHORS 9
WINDOWS <12'-4" - (3) ANCHORS PLATE WASHER ORFULL HT. NOTE: COLLAR TIE TO BE LOCATED
ANCHOR NO HIGHER THAN 2/3 THE TOTAL UPLIFT CONNECTOR AND
1 . USE SPF#2 OR BETTER FOR ALL WALLS. HEIGHT OF THE RAFTER (2) 12d TOENAILS EACH
2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF SIDE OF RAFTER.
OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. --�CONVENTIONAL ROOF SECTION & CEILING SCHEDULE
TYPICAL WALL FRAMING K-5 SHEET NO.:
SCALE: N.T.S S - 3
STRUCTURAL
DETAILS
JOB NO.:
BOUNDARY OF RATED SHEATHING, WAGNER
SHEATHING SEE GENERAL NOTES RESIDENCE
SUBDIVISION:
EXAMPLE OF PANEL
EDGE w/ BLOCKING
WHERE REQUIRED LOT NO.:
BY GENERAL NOTES
FLOOR PLAN:
NAIL SPACING AT
SUPPORTED EDGES,
GENERAL NOTES DESIGNED: AOB
REVIEWED: AFL
EXAMPLE OF UNSUPPORTED REVISIONS DATE
(UNBLOCKED) PANEL EDGE
(TYPICAL)
F. L r
NAILING TO
INTERMEDIATE SUPPORT
IS 6"o.c MAX. (UON)
-STUDS, ROOF
TRUSSES, OR
FLOOR JOISTS
dE OF
0,
6 S
HEATHING NAILING DETAIL
N 0
ANDRESF. LOPERA
PE # 70791
04/28/2015