335 10TH ST - ACCESSORY STRUCTURE REVISIONS
SILT FENCE w/FILTER CLOTH
cq (MIRAFI,POLYFILTER OR APPRDVED
EGLIAL)ON WOOD STAKES 0 MAX V-0m OjC-
FLOW GRADE
5ACKFILL FENCE AFTER PLACING FENCE
t*01 � 5TAKEID TUR50Tr 5ARRIER
SCALE- 3/4"sl'-O'
L PLACE FENCE AT e,91RE PERIMETER OF SIM. POOL 110USE
2.FENCE MAY BE REMOVED AT WORK AREAS DAWs WOW,
PERIOD,BUT SHALL BE REP�AT T14E END OF WORK
PERIOD. 335 T NTH STR T
A55REVIATION5
AC.T. ACOUSTICAL CEILING TILE E11114. ELECTRIC WATER HEATER MIN. MINIMUM
ADJ. ADJACENT EL. ELEVATION Nia NOT IN CONTRACT
A/C AIR CONDITIONIWx UNIT EXH. E>(HAUST N.T.S. NOT TO SCALE AT ANTIC B ACH F ORIDA
ALT. ALTERNATE rXT. EXTERIOR or_.- ON CZNTER
ALUM. &I""" Ffs. FIWfrjLASS Clow, Omm
AWN. FIN. FINISH F`T PAINT
BLK 51-OCK FIN.CLG. FINISHED CEILING P.VjC POLYVINYL C�HLORIDE
50T. BOTTOM FIN.FLR. FNI-044ED FLOOR P.T. PRESSURE TF49ATED
IBLDG. BUILDING F.D. FLOOR DRAIN at QUARRY TILE
511 SUILT-UP GALV. GALVANIZED REW REINFORCED
CA5. CABINET GL.I3K GLASS 15LOCK WINDOW REQ> REQUIRIEED
CPT. CARPET GUZ GYPSUM WALL BOARD R. RISER
C.I. CASTIRON HOW. HARDWARE R.D.I. ROOF DRAIN
CL. CENTERLINE HGT. 14EWT SA. SWILE HUNG WINDOW
C.T. CERAMIC TILE HORZ 14ORVLWAL 614T. 61-EET
CA COLD WATER wa HOSE 5155 SIM. SIMILAR
COSIC, CONCFETE H.W. 140T WATER SL SLOPE
C.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. 812ECIFICATIONS
CONT, C4ONTINUOUS INSUL. INSULATION SIL. STEEL
Cli. C04TROL JOINT JAN. JANITOR Twl THICK
CP.M. CUBIC FEET PER MINUTE JT. JOINT T4G TOWAIE AND GROOVE
OH. DOUBLE HLWs WINDOW LAM. LAMINATE (D) TYP. TYpr-&
DISp. DISPENSER LAV. LAVATORY VERT. VERTICAL
ON. DOWN Mo. MASONRY OPENING Vf-.T. VINYL COMPOSITION TILE
om DRAWING MATL. MATERIAL U.C. WALK-IN CLOSET
EA EACH MAX MAX" WwAlB WATER RESISTANT GYPSUM WALLBOARD
ELEC. ELECTRIC MECH. MECHANICAL W WELDED WIRE MESH
EbJC. ELECTRIC WATER OWLER MTL. METAL wr WATER CLOSET
M.P. METAL PANEL UP. URINAL
ED*E STSIP ED 4 STRIP
0-
T7 0
-- - - -- --- ---- -- - --- - -- -- - -- - - - -- ---- ---- 0
PROPERTY LINE u
T-
------ -----------------------------------------
213 SF.x 6"DEEP SWALES
NU An"
83 Cf.VOL.REMNTI
5' LIC�E YA5V SET BACK --- --------- ---
- - -- -- --- -4 - - -- - - - -6T�T'rl" L' -4 - - -- - - - - -- -
ir I Lg&j ------
(DI (D (D I(D I
o
---------------------- -------- x
lu
DRI)OMY
FIE W%PERVIOUS
VN PAYERS OR CONC
GREAT]ROOM
Lu
---------------
I I I I 17r I — i
-------IL- --------------------- ------ ------ RVIOUS
PAVERS OR CONC.
4 OF STREET
WIND LOADS
PORCH
NOT IN PEF411T
10
Ltym ROah
WIND DESIGN PER FBC RESIDENTIAL 200, TABLE f;aOI2(2)
FFI
\aa --------
15MIC WIND SPEED: w now
OFFICE
KITCHEN
PANW
WIND DESIGN METHOD: ASCE 1-10 i
I V-2NI
MPORTANCE FACTOR: ---------
t= M ---------
1 11 - . I I 1 1.11
EXPOSURE CATEGORY: C(544 COFFJ ------ ---------------------- ----------1 1, j- I I !I ------------------------
IO' SIDE YARD SET EAF.^ r -----------------------L--------L------ - ------------------- ------------------
EXPOSURE CLASSIFICATION: ENCLOSED WALL ABOVE WALL --------
MEAN P40OF I-EIGHT 12 FT. W.
33fpWl DEGREES(842)
ROOF ANGLE: (30-45 DEGREES) &W SF.x 6'DEEP VA4LES
EDGE STRIP 4.0 FT. 3ft CR VOL.RE I EN I ION z
.0
COMPONENT AND CLADDING WIND LOAD$
-----------
-40ERTY -------1,
ZONE PRC - -------------------------------------------------------
EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(PSF) I
r r4
'.4 0
1 10 39.52 -42-r* L.000
1 20 31.0 -4OA6 AREA OF WORK
**------- - -- -- - - -- - --- - - -- - - --- - - -- ---- -- -- r'**4\NEW 51TE PLAN_ AIR CONDITIONED AREA
I so 36A .31.S2 FIRST FLOOR a 415 SF. 'u
I wo 3528 -3629 5YM5OL5 Kloo/ WALE: UNCOCITIONED AREA a 48 SF.
z
2 le V.W -4W IMPERVIOU5 SURFACE GALCULATION5: F. �
2 20 31h -41.6 AREA: PRE COIISTRUCTION: AFTER HOUSE CONSTRUCTION AFTER POOL HOUSE CONSTRUCTION: -INDEX OF IDRAWING6:
2 50 36.4 -44.8 NORTH INDICATES DIRECTM OF NORT
2 100 3528 -422% LOT Iwo SP. lw of. 1wap. T-I TITLE SWEET, SITE PI-AN, DATA
HOUSE *0 FORC44ES 1028 OR 2,251 SR 2,251 Sr-. PH-] FLOOR PLAN, ELECTPJCAL PLAN, ELEVATIONS, SECTION
3 10 38.S2 4SM DRAWING NUMBER PAVER DRIVE,WALK*W% 563 5F. 51448 $14 SF./2 x258 PH-2 STRUCTURAL u
3 20 31.8 .41h POOL DECK 35S of. (635 OP.
3 50 36.4 -44,8 SECTION "ET NUMBER W14EW
3 iw 3528 -4236 SECTION 16 DRAWN ECUIFMT PADS s SP. 9 5ULDING GODE 5UMMERY
POOL HOUSE 415 SP.
4 10 42/p -462 FLORIDA RESIDENTIAL CODE 2014 DATEOF
4 20 40A -442 DRAWING NUMBER TOTAL IMPERVIOUS SURFACE AREA 2AW Sf. 3,163 bf. 3,6"SF. NATIONAL ELECTRIC CODE 2011 ISSUE
4 50 3W -41.1 DETAIL SWEET NUMBER WHERE IMI-ERVIOUS 132 % 1422 % 148.91- 1 5-2-11
DETAIL 16 DRAWN M"TENTION REQUIRED: V-CARM DRAWN BY:
4 1" 363 -3U V-.6 x IAS S.F.x W/12 a SW CF. 5COPE OF THE WORK:
5 10 42h -510 A RETENTION SHOWN s59I CF. CONSTRUCT A 415 SF.I = HOUSE ON THE SITE OF A w.Xp
5 20 40.6 -53.2 ELEVATIONS ELEVATION LETTER PERMITTED RESIDENCE.
"ET NUMBER WHERE REQUIRES DRIVE AND WALK TO MODFIES THE DRIVEWAY AND WALK TO BE MK OF W%
-48.0 BE MAX 5M PERVIOUS PERVIOUS.
5 so 38.1 45-��ELEVATION IS DR" SBEET NO.
5 wo 363 -442 C POOL HOUSE
DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMIWj DOOR DOOR
16 THE RESPONSIBILITY OF T14E WINDOW/DOOR MANUFACTURER AND SHALL (D NOMENCLATUREt
MEET T14E COMPONENT AND CLADDING DESIGN WIND PRESSURES 3648 x 3'-b*x*41
IE500(0
WINDOW WINDOW
NOMEW-LATUREt
3648 w 3'4"x 4'-S"
SYP.2x4 OUTR*WRS
STRUCTUML NOTES: FAFENING 5CHEIDULE REPRODUCED FROM FBC TABLE 2304.%J SEE TABLE FOR ADDITIONAL RECIUIREMENTS AND EQUIVALENTS) 24'O.C.ON TOP C4-IORD OF REVISIONS
GAME TRW.
1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the LOCATION FASTENING LOCATION BLOCK SHF-AT14NG EDGES
authorities having jurisdiction over this type of Construction and Occupancy at this location. WITHIN 4'-04 OF CAME SIMPSON WSA w/5-10d x IIV to
JOIST TO SILL OR GIRDER 3-ad TOENAIL ENDS. OUTRIGGER 4 5-10d x IV2' To EA
2. The Contractor shall be responsible for the means and methods of construction and shag work in conformance with all BRIDGWJ TO JOIST 2-8d TOENAIL EACH END GABLE TRUSS,
applicable codes and regulations. SOLE PLATE TO JOIST OR BLOCKING 16d * 16"O.C. TYPICAL FACE NAIL
3. AN details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar TOP PLATE TO STUD 2-16d COMMON END NAIL
situations elsewhere on the work, except where shown otherwise. STUD TO SOLE PLATE 4-ad C40MMON TOENAIL
4. All design loads shall be per Florida Building Code,2014 edition 2-16d COMMON END NAIL
Live Load,Roof-25 psf DOUBLE STUDS l6d #240 OZ. FACE NAIL SYP *tt 0 F T�f
Live Load, Floor-40 psf DOUBLE TOP KATE 16cift"O.C. TYPICAL FACE NAIL OF a 3LE.
Live Load,Open Balcony-60 psf DOUBLE TOP KATE 8-16d COMMON LAP SOPLICE .&,- . I
Dead Load, Floor -15 psf unless otherwise noted CW W/3-
Dead Load, Roof - 15 psf unless otherwise noted BLOCKIWx 13ETWEEN JOIST$OR RAFTERS TO TOP PLATE 3-8d COMMON TOENAIL I - SIMPSON H2.5A w/5-10d x IV2"To
RIM JOIST TO TOP PLATE od 60 OZ. TOENAIL LATERAL BRACE 4 5-10d x IV2"To
EA GABLE TRUSS.
5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site 7
TF
't OF:
OF
T
TOP PLATE,LAPS AND INTERSECTIONS 2-I&d COMMON FACE NAIL w/3T.
is capable of providing min.2000 psf soil bearing. CONTIRJOUS WEADM PIECES 16d C40MMON IV'OZ.ALOWs EDGE I - SIMP&N MSTAS w/9-kod 4811
6. If footing elevations shown occur in disturbed, unstable or unsuitable soil,the Architect shall be notified prior to continuing CCNTINUOUS HEADER TO I PTUD 4-8d C4MMON TOENAIL SYP 2x4 LATERAL BRACE *4s" O.C.
the work. CEILING JOISTS OVER PAI rrITIONS 3-16d COMMON MK TABLE 230&10.4J FACE NAIL OZ.w/3-16d NAILS a E A iTMJW
7. Step footings below all sanitary and water lines. CEILNG JOISTS TO PARA LEL RAFTERS 3-16d COMMON MIN,TABLE 230e.10.4.1 FACE NAIL
RAFTERS To PLATE 3-9d COMMON TOENAIL
CONCRETE: BUILTAP CORNER STUDS I&d COMMON 2411 OiC.
r.-t,A
1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete,and SUILT-UP GIRDERS AND BEAMS 20d CZ"ICN*32"OiC. FACE NAIL TOP AND 50TTOM STAGWIRED ON OM-%*ITE SIDES ,,15LE ENE) 5RAGING DETAIL_
COLLAR TIE TO RAFTER 3-10d C40MMON FACE NAIL SCALE: V-11_0"
shall be constructed in accordance with ACI 301, "Specifications for Structural Concrete. JACK RAFTER TO HIP 3-10d COMMON TOENAIL
JOIST TO JOIST BAND 3-16d COMMON
ASTM C 172,C31 and C39: 3-24
2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ROOF RAFTER TO 2x RIDGE BEAM 2-Yod COMMON TOENAIL
Footings, slabs on grade and misc.concrete:fc= 3000 psi FACE NAIL r
Cast-in-place beams, columns and elevated slabs: fc=3000 psi LE1)GER STRIP 3-16d CCMMON FACE NAIL 0-4
WOOD STRUCTURAL
3. Cement shall conform to"Specifications for Portland Cement"(ASTM C150). SUBFLOOR ROOF AN)WALL SHEATHING TO FRAMING 1:4
NAILS SPACED *60 OZ.AT EDGES V2"OR LESS bd 6"OC.EDGES AND IN it: DIATE 0
4. Aggregate shall conform to"Specification for Concrete Aggregate"(ASTM). 12"OZ.0 INTE14*WIATE SUPPOWS 15/3211 TO W21 91d RING SHANK(R00323.1) 4"OZ.AT COMPONENT AND CLADDING EDGE STRIP
EXCEPT(PO *SUPPOI ZTS U4ERE 03,SEE FIGURE I&OW(c)
5. Water shall be clean and tee of substances deleterious to concrete or steel reinforcement. SPANS ARE 48"OR 1%ORE) IcV3211 To 3/41 ad 0-�
SWSLE FLOOR 3/40 Z
6. Construction within 1500 ft if the Coastal Control Line additional requirements: 2-1 K4A I
Cast-in-place beams, columns and elevated slabs:fc= 5000 psi NOTE- ROOF$HEATWI 43 NAILING TO BE WITW 8d RING
Maximum water-cement ratio:0.40 614ANK NAILS
ce with ASTM C 1218.
Maximum chloride ion content:0.15 percent by weight of cement in accordan OVEIRFRAMING NOTE51
L AT AREA COVERED BY OVERFRZAMING,STRIP SHWaLES AND
7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings.All reinforcing details shall ---- -----L
conform to"Details and Detailing of Concrete Reinforcement"ACI 117. UNDERLAYMENT 40 VERIFY DECK NAILING TO COMPLY WITH
CURRENT REMIREMENTS.RENAIL AS NECESSARY. r
U
2. INSTALL NEW 2xI2 NAILING PLATE$TO EXISTING FRAMING BELOW I ly-
8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance wfth ACI 117, C4
"standard Tolerances for Concrete Construction and Materials" w/SIMPSON WS 1/4'01 SCREWS,2 PER CROSSING,TYP.
3. ALL NEW RIDGE AND VALLEY MEMBERS TO BE SYP.24.ALL 2-2x4M
NEW OVE09UMNG RAFTERS TO BE SYP 2x6 *MAX 24-OC.
9. All concrete slabs on grade shall be the thickness indicated on the drawings over min.6 mil. PVC vapor barrier. Slabs
4. ALL RAFTER,ROW BOARD,PLATE COI+ECTIONS To 14AYE 01
shall be reinforced with fibermesh reinforcement with a minimum 2"fiber length at I lb/cy complying with ASTM C1 116.
I-$IMPSON L630 IV(P-I0cIxIV2-NAILS.
5. NEW DECK SHEATHING To BE t' 0 V)
10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural 211 NOM.STFRUCTUIPAL SHEATHING X X I
Cq
NAILED PER CODE.
fill shall be compacted to a density of a min. 95%of the Modified Proctor Maximum Dry Density(ASTM D1 557). Fill shall Cn U
be treated with termite poison before vapor barrier is placed. 6. AT AFW-45 BELOW Ya SLOPE,COVER DECK wl GRACE ICE AND
WATER SHIELD OR EQUAL.
1. AT AREAS ABOVE %SLOPE,INSTALL SHWsLE MANUFACTUSIES
11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density oi-a min.95%of the 3-2x&/!� Wx-AA 31��AA
Modified Proctor Maximum Dry Density(ASTIVI D 1557)for a depth of a min.two feet below the bottom of the footing. RECOMMENDED LNDERLAYMENT. I=*------ 0
INSTALL SHINGLE To MAT04 ADJACENT.
12. The following minimum concrete cover shag be provided for reinforcement: /A� OVERFRAMIN(� AREA ----- 0
L
3"-Concrete placed against and permanently exposed to earth Z
2"-Concrete exposed to earth or weather,#6 bar or larger
C4.
1 Y2"-Concrete exposed to earth or weather,#5 bar or smaller X
C4
1 1/2"-Concrete not exposed to earth or weather for the primary reinforcement,ties,stirrups in beams and columns. 4 2-2xI0
12
13. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths:
_J
19 bars-21"min. ES VARIES VARIES VI-61108M ACE(MAX)
#5 bars-26"min. w/14-16d NAILS To POST
#6 bars-32"rnin. 4 14-16d TO BEAM,TYP.
t
V ES VARII
#7 bars-46"min.
SIMPSON ABU66 ON
1/2110 THREA:>ED I;=
14. Reinforcing in footings shall be bent around comers or comer bars shall be installed. lig
EMBEDDED 11 INTO
NEW SLAB w/12-16d ROOF FRAMING FLAN_
15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. _r 11-11, TO POST SCALE: 1/4*a I'-C"
Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. SIMPSON SOWC
SCREW5*EA STUD
TO TOP PLATE
WOOD:
1- (91'SIMPSON SDWC 1- 6"SIMPSON wwrl
1. All wood framing has been designed in accordance with"National Design Specifications(NDS)for Wood Construction", SCREWS a 485 Pit SCREW - 486 Upe
UPLIFT UPLIFT
2001 Edition. 2- 64 SIMPSON SDWC 2- 60 SIMPSON SDWC
SCREW S10 be SCREW SIO bs $HEAR WALL ABOVE
2. All wood members in contact with masonry,concrete soil,or exposed to weather shall be treated with an appropriate UPLIFT UPLIFT
r c_2 1 r_�_71 1-------------------------------------------
preservative suitable to the exposure conditions.
itMiFr- -----------------------------------------
-------------
3. When ACO treatment is used on any wood member, all nailing shall be hot-dipped galvanized meeting ASTM Al 53, COORDINATE
Class C,or ASTM B695,Class 50.When borate treated is used, galvanizing shall not be required. 3000 PSI REWORCED CONC FOOTWs
wl 2-45 BARS CONT.w/MIN.30"LAP KJTCHEN LAYOUT
WITH FINAL KITCHEN
STRUCTURAL SHEATHING INSTALLED r
4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS)for Wood Construction",2001 Edition FILL WEIGHT VERTICALLY FROM V DESIGN A/C 5EDROOM I
and"Design Specifications for Metal Plate Connected Wood Trusses(ANSI/TPI 1). BELOW TOP OF SLAB To TOP OF El I
TOP PLATE,NAIL w/9d NAILS,411 11-81, ------
OZ TOP AND BOTTOM AND EDGES Z
5. All trusses shall be designed by the truss manufacturer's registered Engineer. AND 60 OiC ALL OTHER CROSSINGS. 0.
U
'� FOF FOOTING
6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered
Engineer for approval. Design notes shag include the rated load capacity of the truss to truss connectors,the reactions SCALE-. 411 T14ICK 3000 PSI FIBER REINFORCED
at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed.The SIMPSON TITEN LV SIMPSON TITEN HD
CZNC*ETE SLAB ON 10 MIL PVC VAPOR
SCREW&V MIN.3144 EMBED, U
Contractor shall review and approve shop drawings prior to submitting to the Design Professional. SCWW W/MIR 31/40 EMBED, BARRIER ON%%MODIFIED PP=TOR
ON SIMPSON BP1/2 BEARING ON SIMPSON BP�2 BEARING C"ACTED FILL u/TER11TE TREATMENT, 0-4
STACKED
7. Handling and erection, including temporary bracing during installation of trusses,shall comply with 7PI HIB 91. PLATE,TYP.#MAX 3211 or-, PLATE,TYR a MAX 32"OL, TYP WAS14ER
MA>e-am FROM CORNERS AND MAX 80 FROM CORNERS AND
DRYER
X,11 it,
SILL PLATE SPLICE. SILL PLATE SPLICE. 411 T14ICK 3000 PSI FIBER REINFORCED 0
8. AJI gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 411 SIMPSON CONCRETE SLAB ON 8 MIL.PVC VAPOR E_ U
Cn
SDWC BARRIER ON%%MODIFIED PROCTOR LIVING ROOM
9. AN taming anchors and connectors shall be manufactured by Simpson Strong-Tie or approved equal. SCREWS C4MPACTED FILL w/TERMITE TREATMENT,
EA STUD IT,
10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554,Grade 36. 5ATH I
_nn_ U
11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACO pressure treatment shall
GRo&DE L-----------------------------------
be galvanized per ASTIVI Al 53, Class C,ASTM B695,Ciass 50 or be stainless steel Type 316.Ag anchor bolts, -------
GROE GRADE -----------------------------------
threaded rods and associated hardware within 1500'of the Coastal Control Line shall be galvanized. SHEAR WALL SkEARR
,OOT ABOVE
30M PSI REINFOR ED CONC r IN63 &QA5QS
12. Anchor adhesives shall be Simpson Strong-Tie"SET"Epoxy. Embed holes shall be drilled and cleaned according to w/2-45 BARS CONT.tul MIN.30"LAP DATE OF
Simpson Strong-Tie instructions for the anchor size and depth required. ISSUE
DRAAIN BY:
ONE 5TOIR*r HO -IDIDOWN ONE 5TORY HOLDDOWN V-4" (a SHEAR WALL HOLD DM SYSTEM: WGP
I-SIMPSON HDU4-SDS2S ON%110 1HREADED ROD I r FF 77it I
/`5�FULL WEIGHT 5� EATHING 4 5[)WF 5CREW 5Y5TEM_ SET 7 INTO SLAB iu/SIMPSON -$Et-EPDXY AND 01i
\PH-V SCALE. WALE: wo.-O- 10-WS 44'44 11 N TO POST,TYP.EAC44 SIDE. L
INSTALL SIMPSON 00 TRANSITION SIMET No.
COILIPLER NUT AM V2 4 THREADED ROD TO TOP 2
HOLDDOWN OFTION5 t*`i� TYFIGAL THICKENED 5LA5 PLATE ABOYE AS DEXR15ED AT VERtICAL -2 10TH
THREADED ROD HOLD DM NOTE. \"4 FOUNDATION PLAN
SCALE. 3/4-4-0-
SCALE- 1/4*0-0" PH-2
@
REVISIO S
SILT FENCE W/FILTER CLOTH
(MIRAFI,POLYFILTER OR APPROVED L__j
EalAL)ON WOOD STAJ<ES *MAX V-0" OZ.
FLOW > GRADE
BACOILL FEI,4E AFTER PLACING FENCE
/**7� 5TAKE[) TUR511DITY 5ARRIER
SCALE- 3/4"al'-O*
L PLACE FENCE AT ENTIRE PERIMETER OF SITE. POO HOUSE
2.FENCE MAY BE REMOVED AT WORK AREAS DURINS WORK
PERIOD,BUT SHALL BE REPLACED AT THE 00 OF WOW
PERIOD. 335 T NTH STR
A55REVIATION5
AC.T. ACOUSTICAL CEILING TILE EIV. ELECTRIC WATER 14EATER MIN. MWIMUM
ADJ. ADJACENT EL. ELEVATION NI.C. NOT IN C04TRACT
A11C AR CONDITMWs UNIT EXA. EXHAUST NT.S. NOT TO SCALE AT ANTIC B ACH FLORIDA
ALT. ALTERNATE EXT. EXTERIOR OC. ON CENTER
ALUM. ALUMN"IUM Ff3. FIftlrA_ASS 0". OPENING
AUK AUNING WINDOW FIN. FINISH PT PANT
BLK BLOCK FIN.CLG. FINISHED CEILING F.VJC. POLYVINYL CHLORIDE
50T. 50TTOM FK FLPI FINISHED FLOOR P.T. ESSURE TREATED
5LDG- IBUILDINS I'D. FLOOR DRAIN aT. alARRY TILE
151L BUILT-UP GALV. GALVANIZED REINF. REINFORCED
CA5. CABINET GL.BK GLASS BLOCK WHOM RECD. REWIRED
CPT. CA%'cET GWB GYPSUM WALL BOARD ft RISER
C.I. CASTIRON HOW. HARDWARE RD. ROOF DRAIN
CL. CENTERI.INE WJT. 44EWT S.H. SWILE HUNS WINDOW
C.T. CERAMIC TILE HORZ HORIZONTAL $14T. 614EET
CAL COLD WATER Hs. HOSE 5155 SIM. SIMILAR
CONC. C04CWTE WA 140T WATER SL. SLOPE
C.M.U. C04ORM MASONRY UNIT ID. INSIDE DIAMETER 'OPEC. SPECIFICATIONS
CONT. CONTINUOUS INSUL. INSULATION STL. STEEL
C.J. C4NTROL JOINT JAK JANITOR TwIl. T41CK
cr-m CUBIC FEET PER MINUTE JT. JOINT T4G TOWAIE AND GROOVE
OR DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYR TYPICAL
DISR DISPENSER LAV. LAVATORY VERT. VERTICAL
ON. Dm M.O. MASONRY OPENIN5s VC.T. VINYL COMPC61TION TILE
Dua DRAWING MATL. MATERIAL wiz. WALK-N CLOSET
EA. EAC44 MAX MAX" WRGWB WATER RESISTANT GYPSUM WALLBOARD
ELEC. ELECTRIC MECR MECHANICAL w1ullt WELDED WIRE MESH
Elo.c. 1:1 ECTRIC WATER COOLER MTL METAL W.C. WATER CLOSET
Mp. METAL PANEL UR URJNAL
E STOP E75 I
— — — — —- -- — — —— —— — ———— —— —— — — —— ————— ————— ———
0
PROPERTY LINE u
213 S.F.x 6" DEEP SWALES
--------------------------------------------
83 Cf.VOL.RETENTIeN
5' SIDE YARD SET 5 -------------- ---
1-- - -4- - -- - - -- - - -
- - - - - - -- - -- -- - - -- - ------
T T_ I El — -------
Ir I
(DI (D (D IQ .. ........
------------------ ---- --
DRYBUY
3
F F-1 wt PERVIOUS
30 PAVERS OR CONC.
a GREAT ROOM
_(D_ T _(D 0
If*
--------------
I
I I 1 1 17 13
:I JAKIMOUS
FFOYER
---------------------------- -----------------------
dt t OF STREET PAVERS OR CONC.
xtit I I I WLIP
WIND LOAD5 FOOL LANAI PORCH
C-4 --- NOT IN PERMIT ca 10
m I UVW 810001 1 1 1 1 1 1 --------------------
WIND DESIGN PER F5C RESIDENTIAL 2010, TAME R302(2) 11 �e\/N I I",---------j i I
t DNM
BASIC WIND SPEED- w MPH KIT04M OFICE
tw
WIND DESICisl METHOD: ASCE 1-10 OD
IMPORTANCE FACTOR, I L _771 -T-7
------------------
-.1. H
EXPOSURE CATEGORY: C(BXL4 C-Ol:`FJ --------------------------
------------ ------
I _____L-------- i -----------------------
SIDE YARD SET ALIN ----------------------- ---- :j-----------sh----------------------------
EV"URE CLASSIFICATIOK- ENCLOSED _'UALr_AdZW
WALL A50VE
MEAN ROOF AEr-A4T 12 FT.
ROOF ANGLE: (30-45 DEGREES) 33/PWI DEGREES(8:12) (pW OF.x 6"DEEP SWALES
4.0 FT. 306 CF.VOL.RETENTION
EDGE STRIP
COMPONENT AND C4-ADDING WIND LOAM
PROPERTYLINE --------------------------------------------------------------------------------------
%j
XE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(PSF)
ZC
1 10 -V.lw -42-%
1 20 31.8 -40.46 AREA OF WORK
- -- - - -- - - -- - - - - - - - ---- -- /T*"*\ NEW 51TE FILAN AIR CONDITIONED AREA �ou
CYN P4
1 50 36.4 -31-52 FIRST FLOOR a 415 SF.
SCALE: M"-V-0" UNCONDITIONED AREA a 48 SF.
1 3528 -3629 5YM5OL5 0
z
2 10 Xw -4W IMPERVIOU5 5URFACE CALCULATION5: R.
2 20 31B -41b AREA: PRE CON$TRUCCTION: AFTER HOUSE 0"TRUCTION. AFTER POOL HOUSE C4"TRUCTIOK- INDEX OF DRAWING5.'
2 so 36.4 -44h NORTH INDICATES DIRECTM OF 1%ORT4
2 i0o 3528 -422-6 LOT 11500 SF. 1w sf. 1w SF. T—I TITLE SHEET, SITE PLAN, DATA -gt�
3 10 39.S2 .4SM HOUSE AND PORCHES 028 SP. USI SP. 2;SI 6f. PH-1 FLOOR PLAN, ELECTRICAL PLAN, ELEVATION$, SECTION
3 20 31h -41.6 DRAWING NUMBER PAVER DRIVE,WALK*W% %3 S.F. 514 SR 514 SR/2 *258 PH-2 STFAJCTURAL
3 so .16.4 -1418 SECTION SHEET NUMBER"RE POOL DECK - 395 Sf. 635$P.
3 3528 -422% SECTION IS DRAUN EQUIPMENT PADS SP. - 9 5UILIDING CODE 5UMMERY
POOL HOUSE 415 SP.
4 10 42fo -462 TOTAL IMPERVIOUS SURFACE AREA 2,400 S.F. 3,163 SR 31668 6r_. FLORIDA RESIDENTIAL CODE 2014 DATE OF
4 20 40.6 -44.2 DETAIL DRAWIN3 NUMBER IMPERVIOUS 132 % 1422 % NATIONAL ELECTRIC CODE 2011 ISSLTE
4 50 32d -41.1 SHEET NUMBER WHERE 14&5%
DETAIL 18 DRAWN RETENTION REQIIRW-. v-CARA2
4 koo 363 -3U Vah x 1;68 5F.x W/12 a SW CF. .5GOFE OF THE WORK: DRAWN BY:
5 10 42b -510 A RETENTION SQOW4 aft CF. Ca*TRUCT A 415 SP.POOL HOUSE ON THE SITE OF A WJP
ELEVATION LETTER PERMITTED RESIDENCE.
5 20 40/p -53.2 ELEVATIONS 0 A-5 SHEET NUMBER WHERE REMMS DRIVE AND WALK TO MODIFIES THE DRIVEWAY AND WALK TO BE MR OF 50%
5 so -480 0__!�ELEVATION 16 DRAWN BE MAX 50%PERVIOUS PERVIOUS.
C LSIBMEET NO.
5 wo 363 -442 OL
POOL HOUSE
DESIGN OF FASTENWA OF WINDOWS AND DOORS IN THE WALL FRAMNG DOOR DOOR
16 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL NOMENCLATLW*
MEET THE C4MKWT AND CLADDING DESIGN WIND PRESSURES 3648 a 3'-b*x 4'-8" T- 1
1500(o
WINDOW WINDOW
NOMENCLATURE*
3648 a 3'-&" x 4'4"
/-SYP.2x4 OUTRIGGERS 0
STRUCTURAL NOTES: 24*O.C.ON TOP CHORD OF REVISIONS
FAFENING 15CHEDULE REPRXUCIED FROM FBC TABLE 230411,SEE TABLE FOR ADDITIONAL REOUIREMENTS AND EWIVALENTS) CABLE TRUSS.
I. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the LOCATION FASTENING LOCATION BLOCA"ATWING EDGES
authorities having jurisdiction over this type of Construction and Occupancy at this location. WITHIN 4'-0" OF GABLE I - SIMPSON W23A w/5-10d x 0,2' To
JOIST TO SILL OR GIRDER 3-ad TOENAIL ENDS. OUTRJGGER 4 5-10d x 1142" To EA
2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all BRIDGING TO JOIST 2-ad TOENAIL EAC44 END GABLE TRUSS.
applicable codes and regulations.
SOLE PLATE TO JOIST OR 51.OCKING l6d a 1611 OC. TYPICAL FACE NAIL
3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar TOP PLATE TO STUD 2-*d COMMON END NAIL
situations elsewhere on the work, except where shown otherwise. STUD TO SOLE PLATE 4-8d COMMON TOENAIL
4. All design loads shall be per Florida Building Code,2014 edition 2-16d C01MON END NAIL
Live Load,Roof-25 psf DOUBLE STUDS 16d 0 24"OZ. FACE NAIL 0 OF T*S6
Live Load,Floor-40 psf DOUBLE TOP PLATE 1641*1611 oz. TYPICAL FACE NAIL OF GO 3LE.
Live Load,Open Balcony-60 psf DOJBLE TOP PLATE S-Ifid COMMON LAP SPLICE
Dead Load, Floor - 15 psf unless otherwise noted w/3. SIMPSON W�SA ut/5-10d x 11,2"To
Dead Load, Roof - 15 psf unless otherwise noted BLOCKING BETWEEN JOIST$OR RAFTERS TO TOP PLATE 3-9d COMMON TOENAIL
LATERAL BRACE 4 5-10d x 14'To
5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site RIM JOIST TO TOP PLATE ad *60 OL. TOENAIL GRc7 EA GABLE TFift.
'4 a TF
t
so
OF C
TT I
OC 9w/3TT
is capable of providing min. 2000 psf soil bearing. TOP PLATE,LAPS AND INTERSECTIONS 2-16cl C4MMON FACE NAIL
16H O.C.ALOW
CONTNUOUS WADER TWO!�CES l6d C"ON .3 EDGE I - SPWISON MSTA15 w/8-10d 481,
6. If footing elevations shown occur in disturbed,unstable or unsuitable soil,the Architect shall be notified prior to continuing CONTINUOUS 14EADER TOSTU� 4-8d COMMON TOENAIL SYP 2x4 LATERAL BRACE =48r OJC.
the work. CEILING JOiSTS OVER PARTIVONS 3-*d COMMON MIN,TABLE 2308,10.4.1 FACE NAIL OZ.w/3-16d NAIL$*EA TRUSS
7. Step footings below all sanitary and water lines. CEILWx JOISTS TO PARALLE.RAPERS 3-*d CoOMMON MK,TABLE 2306.10.4J FACE NAIL CROSSING.
RAFTERS To PLATE 3-8d Orot" TOENAIL
CONCRETE: BUILTAF CORNER STWS l6d C421MON 2411 OZ. GA5LE END 5RAGING DETAIL
1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete,and SUILT-UP GIRDERS AND 515018 20d C40MMON*32" OZ. FACE NAIL TOP AND BOTTOM STAGGERIED ON OPPOSITE SIDES SCALE: In*4-0'
shall be constructed in accordance with ACI 301, "Specifications for Structural Concrete. C40LLAR TIE TO RAFTER 3-10d C421MON FACE NAIL
JACK RAFTER TO 141P 3-10d COMMON TOENAIL
3 3-2 4A
JOIST TO JOV BAND 3-16d COMMON FACE NAIL ][
2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ROM RAFTER TO 2x RIDGE I E.41 2-16d COMMON TOENAIL ---- 21
ASTM C 172, C31 and C39:
Footings,slabs on grade and misc. concrete:fe=3000 psi LEDGER STRIP 3-16d C40MON FACE NAIL
Cast-in-place beams,columns and elevated slabs: fc=3000 psi -04
WOOD STRUCTURAL PANEL$
3. Cement shall conform to"Specifications for Portland Cement"(ASTM C150). SUBFLOOR;ROOF AND ALL SHEATHING TO FRAMING
(NALS SPACED *60 OZ.AT EDGES 1/2"OR LESS bd 6"OL.EDGES AND INTERMEDIATE 0
4. Aggregate shall conform to"Specification for Concrete Aggregate"(ASTM). 12"O.C.* INTERMEDIATE SUPPORTS 40 OZ.AT COMPONENT AND CLADI:)Nrj EDGE STRJP
E>CZK 6" *SUPPORT4 WHERS 15/320 TO W21 Sd RING SHAW(RW323.1) 03,SEE FIGURE 16OS2(c)
5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement, Sp"AM 48n OR MOF�) 115/328 TO 3/4" Sd 4
A)
SINGLE FLOOR 3/4N bd 2-:::: 44
6. Construction within 1500 ft if the Coastal Control Line additional requirements:
Cast-in-place beams, columns and elevated slabs: fc= 5000 psi NOTE: ROOF SHEATHING NAILING TO BE WITH Sd P14G
Maximum water-cement ratio: 0.40 SHAW NAILS
Maximum chloride ion content:0.15 percent by weight of cement in accordance with ASTM C 1218.
OVERFRAMING NOTE5:
7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings.All reinforcing details shall 1. AT AREA COVERED BY OVERFRAMING,STRIP SHINGLES AND .2 &4AA
UNDERLAYMENT AND VERIFY DECK NAILNG TO COMPLY WITH N H
conform to"Details and Detailing of Concrete Reinforcement"ACI 117. 44 1
CURRENT REMIREMENTS.RENAL AS NECESSARY. 01 U
2. INSTALL NEW 2xl2 NAILING PLATE$TO EXISTNG FRAMING BELOW
8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117,
"standard Tolerances for Concrete Construction and Materials" w/SIMPSON SD6 1/4"Y311 SCREWS,2 PER CROSSING,TYR 2-2x4AA
3. ALL NEW RIDGE AND VALLEY MEMBERS TO BE SYR 2xS ALL
NEW OVER40MNG RAFTERS TO BE SYP 2xb *MAX 240 O.C. F
9. All concrete slabs on grade shall be the thickness indicated on the drawings over min.6 mil. PVC vapor barrier. Slabs
shall be reinforced with fibermesh reinforcement with a minimum 2"fiber length at I lb/cy complying with ASTM C1 116. 4. ALL RAFMR RIDGE BOARD,PLATE Ca+ECTIONS To HAVE op
I-SMPSON L630 w/6-10&11/2"NAILS.
x
KJ4
10. Slabs on grade shall bear on structural fill which shall be clean sand tee of debris and the deleterious material. Structural 5 NEW DECK"ATHING TO BE 1,�H NOM STRUCTURAL SEAT14NG
A A
NAILED PER CODE. 01
fill shall be compacted to a density of a min.95%of the Modified Proctor Maximum Dry Density(ASTM D1 557). Fill shall I /. /// U
be treated with termite poison before vapor barrier is placed. 6. AT AREAS BELOW Ya SLOPE,COVER DECK wl GRACE ICE AND
11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a rpin.95%of the 1. AT AREAS ABOVE Va SLOPE,INSTALL %4WaLE MANUFACTURES
WATER SHIELD OR ECIUAL.
3-2xSA� �-2x-/!A 3. XSAII
Z===� I 1 0
Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of a min.two feet below the botlom of the fboting. RECO11MENPED UNDERLAYMENT. f
INSTALL SHINGLE To MATC44 ADJACENT.
OVEWRAM$4 AREA 0
I---------------
12. The following minimum concrete cover shall be provided for reinforcement: L11---- I----L_(
3"-Concrete placed against and permanently exposed to earth Z
2"-Concrete exposed to earth or weather,#6 bar or larger
.4- L
I Y2"-Concrete exposed to earth or weather,#5 bar or smaller
4 2-2x10
1 1/2"-Concrete not exposed to earth or weather for the primary reinforcement,ties,stirrups in beams and columns. 2x4
1 2 12 �UTR�< RS 21
13. All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum engths: -- ---- ----- O_C_ J
#4 bars-21"min. VI.SPVWJON ACE (MAX)
VARIES VAP ES VARIES
#5 bars-26"min. w/14-16d NAILS TO POST
#6 bars-32"min. 4 14-16d TO BEAM,TYP.
#7 bars-46"min.
SIMPSON Al5t"ON
LU
V
14. Reinforcing in footings shall be bent around comers or corner bars shall be installed. V 6 VAM ZESVARII V211#THREADED ROD
EMBEDDIED 1* INTO
NEW SLAB wA2-I&d ROOF FRAMING PLAN-
15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. TO POST
Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. 1� 60 SIMPSON SDWC SCALE: 1/4"vl'-O"
SCREWS*EA$TUD
To TOP PLATE
WOOD: 1- 611 SIMPSON SDWC__A 1- 6"SIMPSON&=--A
I. AN wood framing has been designed in accordance with "National Design Specifications (NDS)for Wood Construction", SCREW$ a 496 be SCREWS - 4815 be
UPLIFT UPLIFT
2001 Edition. 2- 60 SIMPSON SDWC 2- 68 SIMPSON SDWC
SCREW SIO 11.1% SCREW - S10 IlDs SHEAR WALL ABOVE OF
2. All wood members in contact with masonry,concrete soil,or exposed to weather shall be treated with an appropriate UPLIFT UPLIFT
Ifr-jQ:----- -- -- -------------------------------------------
preservative suitable to the exposure conditions.
L------------------------------------------
3. When ACQ treatment is used on any wood member, all nailing shall be hot-dipped galvanized meeting ASTM Al 53,
Class C,or ASTM B695, Class 50.When borate treated is used, galvanizing shall not be required. 3WO PSI REINFORCED CONC FOOTING COORDINATE
STI WTUR&SHEATHING; INSTALLED wl 2-03 BARS CONT.w/MIN.301 LAP KITC14EN LAYOUT It
WITH FINAL KITC44EN
4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS)for Wood Construction",2001 Edition FIA L HEIGHT VERTICALLY FROM 11 DESIGN A/C 5EDROOM
and"Design Specifications for Metal Plate Connected Wood Trusses(ANSI/TPI 1). BE_OW TOP OF SLAB TO TOP OF f
To PLATE,NAIL w/ad NAILS,4*
04 TOP AND BOTTOM*0 EDGES Z
5. All trusses shall be designed by the truss manufacturer's registered Engineer. M:) (P"O-C ALL OTHER CROSSINGS. R
< U
6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered to*�2� FOST FOOTING
M
I W_
Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors,the reactions \,PH-V SCALE. ro,-r 4- THICK 30M PSI FIBER REINFORCED
at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed.The %1#SIMPSON TM L-ID 40#SIMPSON TM NO
C04CRETE SLAB ON 10 MIL PVC VAPOR
BARRIER ON S6%MODIFIED PROCTOR U
Contractor shall review and approve shop drawings prior to submitting to the Design Professional. SCREW w/MIR 3140 EMBED, SCREW w/MIN,31/40 EMBEI),
ON SIMPSON BP1/2 BEARING ON SIM11=50N SPI12 BEARING COMPACTED FILL w/TERMITE TREATMENT, STACKED U
PLATE,TYR*MAX 320 O.C, PLATE,TYP.*MAX 32"OC, TYR -<
7. Handling and erection,including temporary bracing during installation of trusses,shall comply with TPI HIB 91. MAX 80 FROM COFNERS AND MAX a"FROM CAORNERS AND WASHER ;,�
DRYER Z 114
SILL PLATE SPLICE. SILL PLATE SPLICE. 0
8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 4" THICK 30M PSI FIBER RERfORCED &_4 U
,V SPIPSON COCREETE SLAB ON 8 MIL.PVC VAPOR
5DWC BARRIER ON%%MODIFIED PROCTOR
9. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie or approved equal. SCIRM W " : LIVING ROOM
EA STUP COMPACTED FILL w/TERMITE TREATMENT,
10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1 554,Grade 36. L I I i PATH
T U
A
'71
rT
ING 327*
0
11. AD metal connectors which are exposed to weather or in contact with masonry,concrete or ACQ pressure treatment shall
GRADEIL-----------------------------------------
be galvanized per ASTM Al 53, Class C,ASTM B695, Class 50 or be stainless steel Type 316.All anchor bolts, GRADE AM L---------------------------------------- .0
threaded rods and associated hardware within 1500'of the Coastal Control Line shall be galvanized. GIR
SHEAR WALL SHEAR
3000 PSI REW-OR ED CONC FOOTING A ABOVE &ABOVE DATE OF
12. Anchor adhesives shall be Simpson Strong-Tie"SET"Epoxy.Embed holes shall be drilled and cleaned according to wl 2-45 BARS CONT.wl MIN.301 LAP
Simpson Strong-Tie instructions for the anchor size and depth required. 3c, ISSUE
rl 5-2-n
ONE 5TORY HOLDIDOWN ONE 5TORY HOLIDIDOWN (a SHEAR WALL HOLD DOM DRAWN BY:
ATM HGP,
I-SIMIPSON W1,14-60623 ON%110 THRtADED ROD I Fr-A-1 I
/**'5_�FULL HEIGHT 5HEATHING t`_4� 5DUJF 5CRELU 5Y5TEM SET 1" INTO SLAB w/SIMPSON "SET"ePDXY AND I ILOI
I -_J1 L_ i J:
Ji
SCALE. 112-4-r SCALE: V2"al'-O" 10-606 44'Ati*TO POST,TYR EAC410E.
\F>H-V INSTALL SIMPSON OU M"IIICN SIMET NO
COUPLER NUT*0 1124 THREADED Fft TO TOP 2
HOLDIDOWN OFTION5 t`i� TYFICAL THICKENED 5LA5 KATE ABOVE AS DESCRIBED AT VERTICAL 10TH
\,PH-Z/ SCALE: 3/4--11-0- THREADED RX HOLD DM NOTE. FOUNDATION PLAN-
SCALE: 1/4"4-0* PH-2
@
REVISIONS
1b,MAX WEWT 15'MAX;WEWT 15'MAX,WEWT
N04 WIND"ASPHALT SHWsLES ON 300 FELT ON V2'
NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd
RM 514ANK NAILS*6'OiC.AT PANEL EDaS AND
12 WERIEDIATE AND 4*OjC AT COMPONENT AND 12
STmICcTURAL SHEATRWI NAIL CLADDING EDGE STRP 3 16
21-OWN RM SHANK NAILS*6"Oz.AT PANEL
AND NTMIEDIATE AND AT 4'OL.AT I _77-
COMPONENT AND CLADDING EDGE STOP#3,ON
PREEWsINEERED WOOD TRAMS 0 24"OiC.
TIRUSS IBEARING - - - - - - TRM _15EARING
WOOD SPECIES:
SILL PLATM ON CONC.OR
MASONRY - 50RATE MATED SYP
OTHER PLATES - SYP V EXPOSUIRE CEMENT F15ER SIDWs
WEADER5 - SYR ON V2"NOM.ZIP-WALL STRUCTURAL
STUDS - SPFWCE PINE FIR 514EAT14Wx ON 2xb STUDS* 161 OjC.wl
MISC.- SPRUCE PINE FIR R-21 BATT INSULATM,112"t3*8
ALL FASTENERS CONTACTING INTERIOR
ACQ MATED LUMBER SHALL BE
STAINLESS STEEL OR 140T DIPPED
GALVANIZED.
FIRST FLOOR u F1ftT FLOOR
CARADE
................
,/�i5EGTION 51DE WE5T) ELEVATION REAR (NORTH) ELEVATION
\Q!L_y SCALE: 1/4"all'-O" SCAI_E: 1/4"O' C" WALE: 1/4*4-0"
MULATION REQUIREMENT5'.
ffYPICAL ALL FLOORS,WALLS AND ROOFS) 15'MAX HEr.44T
2xb FRAMED WALLS R-21 BATT INSULATION
ALL ROM R-30 SPRAY FOAM 24" 0 FIXED WINDOW TO "14W WIND"ASPHALT SHINGLES ON
WALLS AT RD"UTA WATER CLOSET R-13 BATT INSULATION 300 FELT ON V2"NOM.STRUCTURAL
(AS ACOUSTICAL INSULATIONJI 6' EX!POSURE No.I CEDAR MATCH MAN HOUSE fi,EXPOSWIZE No.I CEDAR SHEATHING DECKING NAILED w/Sd 0
12 SWWsLES ON HOUSEWRAP ON 12 SWWsLE6 ON WOUSEWRAP ON V2 RING SHANK NAILS 9 6"OiC.AT u
STRJCTURAL "ATHING STIWTURAL SHEATHING PANEL EDaS AND INTERMEDIATE Z
I AND 4"O.0 AT COMPONENT AND
IIIIIIIIIIIIIIIII 1114-� CLADDING EVsE STRIP 0 3
1 1 1 1 1 1 1 LTL[ry �l '1 1, 0 11 1 1 111 11 1 11 BEARING
6"EXPOSURE CEMENT FIBER 6" EXPOSLW CEMENT FSER
SIDIWs ON 112"NOM.ZIP-WALL SIDING ON V2"NOM.ZIP-WALL
STRJCTURAL SWEATANG ON,2x(o STF44TURoAL SHEATHNG ON 2AP
STUDS * 16" OjC.w/R-21 BATT STUDS*Ib"OjC.w/R-21 BATT
INSULATION,1/2"610113 INTERIOR INSULATION,11V GM INTERIOR co')
ELECTRICAL LEGEND
o ' m
FIRST FLOOR
$ &rCI4,SWsLE POLE GRADE
SWITCH,TWWE-WAY
pliev DUPLEX OUTLET,WATERPROOF 61DE ("EAF) ELEVATION FRONT (50UTH) ELEVATION 0
WALE: 1/4"al'-0" SCALE; 1/4"all'-O'
IIVV DUPLEX OUTLET FLOOR MOUNTED 0
c 44 z
II0v DUPLEX OUTLET,CEILNG MOUNTED
00V DUPLEX OUTLET,HALF SWITCHED 25'-0*
1p Ilov DUPLEX OUTLET ON DEDICATED CIRCUIT 04
220V OUTLET
110v DUPLEX OUTLET,ARC FAULT
MsICTION BOX Ec
2634
Fs� SMOKE/coem moNoxior:DETECTOR
ICE ICE
s-ATvCOMI5ft"TION P40NE TV OUTLET _T, 5EDROOM I T,
REF. I 1 11
REF. 100 At
A PHONE
COORDINATE COORDINATE
KITCHEN LAYOUT KITCHEN LAYOUT
-D
L
k i 'CUT
Zv TV,CABLE WITH F TCWEN WITH F TCHEN
6 a I- DEDROL L
A/C t Alr, :6 -
-1 (p
314T FIXTUSE,CEILING M014TED,CAN TYK,LED 1BUL5 IOU
10 Lr ! f% i
I C I
0 L*WT FIXTUFIE,CEILING MOUNTED
c1A
L*WT FIXTURE,WALL MOUNTED 6014 P FE
00 - L. 31[ION
FRC
LWT FIXTURE,WALL MOUNTED FLUOREWENT 17
MAINPANEL
12fl TO TOP
iYACKED LINEN
WASHER
oiwzNNErT,v To Top DRYER
x10 o!
LIVING ROOM 4068 B.
BATH 5ATH
CEILING FAN w/L*HT KIT,LED BULBS
19- L IV AG3
c/)
N
2634 2634
PORCH
CEILING FAN w1b L6HT
3'-b* 1'-23' 3'411N V-04 5'--2)f V-611
m PAVERS I [:]
El
ELECTRICAL CONTRACTOR SHALL PROVIDE ----------------------------------- --it L----------------------- ----------------j DATE OF
COMPLETE SMOKE/CAF45ON MONOXIDE DETECTOR SYSTEM ISSUE
AS REGUIRED BY CODE
ALL ELECTRICAL WIRM SRALL BE IN DRAV�N BY:
ACC40ROANCE WITO 2011 NATIONAL ELECTRIC 121-ol 61-60
CODE.PROVIDE ARC-FAULT CIRCUIT
INTERRUPTER5 IN ALL BEDROOMS MR
ARTICLE 210-12.
IW%OF FIXTUSES$14ALL BE BULISED WITH SHEET NO.
WW-EFFICANCY MIM AS DEFINED 13Y WC-ENERCSY 10TH
R404 ELECTRICAL PLAN FIRF FLOOR FLAN PH- 1
SCALE- t/4*4.0B SCXE- L/4"4-0*
A/r,Awr:A - 415 S.F. 1500(0
UNDER ROOF AFMA - 523 SR
25-00-00 HATCH LEGEND
8' 1-1/8"
0
0
04 04 N "'*1 CN 04 N M
C) C) C) C) C) 0 C) C) 0 C) 0
F- F- F- F- 0
0 Ceneral Notes:
00 .Per-ANSI/TPI 1-2002 all Truss to Wall"
01< connections are the"'po"ibility of the Building
Designer.act the Truss Manufacturer.
,U se Manufacturer's specifications for all hanger
connections unless amcd otherwise.
Trusses are to be 24"O'e.U.N.0
All hangers am to be Simpson or equivalent U.N.O.-
Use 10d x 1 1/2"Nails in hanger connections to single
piv girder trusses.
Trusses am not designed to support brick U.N.O.
Dimensions am Feet-inches-Sixtemiths
Notes:
No back charges will be accepted by Builders
FimtSource unless approved in writing first.
ACQ lumber is corrosive to truss plates. Any ACQ
lumber that mines in contact with truss plates(i.e.
scabbed on tails)must have an approved barrier applied
first.
Refer to BCSI-B1 Summary Sheet-Gunk,for handling.
Installing and Bracing of�Ietal Plate Connected Wood
C> Truss prior to and during truss installation.
0
I It is the responsibility of the Contractor to ensure of the
0 proper orientation of the ttuss placement plans as to
0 the construction documents and field conditions of the
C) C) structu orientation. If a reversed or flipped layout is
C) requiredm it will be supplied at no extra cost by Builders
C) C> MrstSoumc.
C)I lt is the responsibility of the Contractor to make sure
the placement of trusses are adjusted for plumbing
C> 0 drops.can lights,ect. so the trusses do not interfere
with these type of items.
A All common firamed roofor floor systems must be
designed as to NOT impose any leads on the floor
trusses below. The floor trusses have not been designed
to carry any additional loads from above.
Thi s truss placement plan was not created by an
engineer,but rather by the Builders FintSource staff
and is solelv to be used as an installation guide and
does not require a wal.Complete truss engineering and
anab,sis can be found on the truss design drawings
which may be sealed by the truss design engineer,
Gable end trusses require continuous bottom chord
hearing. Refer to local miles for wall framing
requimments.
Although all attempts have been made to do so,trusses
may not be designed sYremetricall.y.Please refer to the
individual truss drawings and truss placement plans for
proper orientation and placement.
0 T04 0
Builders
C)
C) 6 FirstSource
T03 C)
I Freeport
4 PHONE:850-835-4541
FAX:850-835-4532
TG03 JacksonviHe
PHONE:904-772-6100
FAX:904-772-1973
Tampa
PHONE:813-621-9831
FAX:813-628-8956
6-06-00 12-00-00 6-06-00 MATHIEU BUILDERS
335 TENTH ST.
25-00-00
POOL HOUSE
ffi-
5 20171 SMH 1050733
-�03/
- I I
MITEK PLATE APPROVAL #IS 2197.2-2197.4) LP PRODUCT #'S LVL FL15228-R3, LPI FL1 5401 -R4 j N/A N/A 1050733
wjSar- wimw---
DeS&A of F01VILIT-f a Tj4e WOV�19 WND�,*SGUFIF5 awow UA 3648 31401A.4
cLADOW400I
'e,im 1 A10
SIC
16,
MET IM
REVISIONS
a,MAX AE64T Is.
__&�MAX.HEIGHT 15'MAY,WEIGWT
*416-44 WIND" ASPHALT SHW-iLES ON 300 FELT ON 1/2"
Nat STRUCTURAL-414EATWNG DECKNG NAILED w/Od
RING SHAW NAILS*V OZ.AT PANEL EDGES,AND
12 STRUCTURAL 614EA NTERMEDIATE AND 4'O.0 AT CalmONENT AND 12
Ws NAI CLADDING EDI STOP 0 3
21-Ou RING 84-"NAILS 4 6"OZ.AT E
AND INTM41EDIATE AND AT 4"OiC. I I Hill III
COMPOWNT AND CLADDING EDI 15, 11 111 1 1 11111 11 m I I 111 11 111 1 1 11111
PREEW31NEERED WOOD TRUSSES 0 24"OiC.
TRUS8, BEARING — - - — - - TRUSS -BEARING
WOOD SPECIES,
SILL MATES ON COC.OR
MASONRY - BORATE TREATED SYP L J__1
OT14ER PLATES - SYP to'EXPOSURE CEMENT F15ER SIDING
HEADERS - SYR ON V2N NOM.ZIP-WALL STRUCTURAL
STUDS - SPF44E PINE FIR SHEATII ON 2xio STUDS* 165 OZ.w/
MISC.- SfIRUCE PINE FIR R-21 BATT INSULATION,1/2"6*8
ALL FASTENERS CONTACTING INTERIOR
AC41 TREATED LUMBER SHALL BE
STAINLESS STEEL OR HOT DIPPIED LJ
GALVANIZED. FIRST FLOM — - - — - - FIRST FLOOR
471- GRADE _GRAZ_e_
5 E G T I ON 511)E (WE5T) ELEVATION REAR, (NORTH) ELEVATION
\rH -V SCALE. tw-r-r
%ft-I SCALE; 1/4'-1'-&' SCALE; V4"ml'-O*
MULATION REQUIREMENT!5:
(TYPICAL ALL FLOORS,WALLS,AND ROM) 5'MAX,HEIII
2x&FRAMED WALL$ R-21 BATT INSULATION
ALL ROOFS R-30 SPRAY FOAM "HIGH WIND" ASPHALT 54WILES ON
WALLS AT RD"WITH WATER CLOSET R-13 BATT IN&A.ATION 24" 0 FIXED WINDOW TO 3&FELT ON 1/2"NOM.STRUCTURAL
(AS ACOUSTICAL NSULATIOK) 12 do'EXPOSURE No.I CEDAR MATCH MAIN HOUSE bm EXPOSURE No.I CZDAR SHEATHING DECKNG NAILED wl Sd 0
WINGLES ON HOUSEWRAP ON 12 SHWaLES ON HOUSEWRAF`ON V2" RNS SHANK NAILS 0 6"OZ.AT
STRIIICTURAl- SHEATHNG STFXTURAL SHEATHWs PANEL EV-5ES AND INTERMEDIATE u
AND 4"0,C AT COMPONENT AND z
CLADONG EDGE STRIP 0 3
TRUSS, 5EARNGs
6"EXPOSUF49 CEMENT FIBER
6"EXPOSURE CEMENT FIBER u
SIDINGG ON IIII NOM.ZIP-WALL SIONG ON IIII NOt*t ZIP-WALL
STRUCTURAL SHEATWIWs ON 2x(v STRiJCTURAL SHEATHING ON 2xb
STUDS 16 VOr-w/R-21 BATT Ll STUDS* 16"OC.wl R-21 BATT
INSULATION,4"dUlB INTERIOR INSULATION,IIII C46 INTERIOR
ELECTRICAL LEGEND
:L]Lj FIRST FLOOR 0 in
$ SWITCH,SWil-E POLE GRADE r GRADE
e SWITCH,THRIEE-WAY u
V11*10v DUPLEX OUTLET,WATERPROOF 0.4
611DE (EAST) ELEVATION FRONT (50UTH) ELEVATION 0
T WV DUPLEX OUTLET,FLOOR MOUNTED WALE: 1/4'4-0" SCALE: 1/4"4-C! 0
z
T III DUPLEX OUTLET,CEILNG MOUNTED
+ IIVV DUPLEX OUTLET,HALF SWITCHED 25'-0*
1p IIOV DUPLEX OUTLET ON DEDICATED CIRCUIT
220V OUTLET
II0V DUPLEX OUTLET,ARC FAULT
r-----------------------------------------------------------------------I --------------- ------------------------------ --- ---------- --
AINCTION BOX i6- i . I
2634 EGRE
Ril SMOKE/CARBON moNoxim DETECTOR
T,L---
i-,&ry COMBINATION PHONE TV OUTLET 5EDROOM ig;� 7 \ b
REF. 1 11 1 1 i
16 PHONE 7
COORDINATE J�- COORDINATE
KITCI-lEN LAYOUT KITCHEN LAYOUT
Zv TV,CABLE
43j4J4--:?
rr
WITH F TCHEN WIT4 F TCHEN
a Sm 5 E IQ)
A/C A/C zz
LIGHT FIXTURE,CEILING MOLINTED,CAN TYPE,LED BUL5 C-1 I I
cq
LIGHT FIXTURE,CEILING MOUNTED %§ r
C-4 .-
0314T FIXTURE,WALL MOUNTED
60A SO PANEL
i .7
FROM RESIDENCE
LIGHT FIXTURE,WALL MOUNTED FLUORESCENT i I I
MAN PANEL
TPANELBOARD,12"TO TOP LINEN
I=] Discama,12.. To Top
DRYER
xo x
v LIVING ROOM a 5:v
5ATH
5ATH
CEILIWx PAN w/LIGHT KIT,LED BULBS I
P., zu
----------
LIVIlts RO W4
P;
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u
LI
rL_l
i CEILNG FAN tulo LIGHT L--------------- _j L----------- --- FORCM ----- --------- -
-------------- I
3141, 21-01
Y-bu
PAVERS
El 1 [1) 1
i 7-
-------------------------------------- L-------------------I---- J,
ELECTRICAL CONTRACTOR SMALL PROADE ------------ DATE OF
CAOMPLETIE SMOKE/cAR504 MONOXIDE DETECTOR SYSTEM ISSUE
AS REQUIRED BY CODE
5-2-171
ALL ELECTRICAL WIRING SHALL BE IN DRA"BY:
ACC40WANCE WITH 2011 NATIONAL ELECTRIC
CODE.PROvIDE ARC-FAULT CIRCUIT WGP
NTERRUP I R6 NALL BEDROOMS PER
ARTICLE 210-12.
MIX OF FIXTURES SHALL BE BULBED UT14 SBEET NO.
IIFICANCY BULBS AS DEIRI BY FBIC-ENERGY 10TH
RV4 ELECTRICAL PLAN IR5T FLOOR FLAN PH- I
SCALE. 1/4'4-0' SCALE: 1/4"4-0'
A/C AREA - 4-5 fiF. 1500(o
LNDER ROOF AMA - 523 SF. �_=