396 11TH ST SFR GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES
1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARING I. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
EDITION,ACI, NDS,APA AND ASCE7-1 0. WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 3:
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY B C14 W
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 9 W
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE:
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3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-TH�EAD RODS WITHIN 6"TO 10" OF EACH CORNER AND AT EACH INTERSECTION 0 <
COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY1 50, HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. l-_
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4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS -0
A AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN E Z 0
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) =1
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OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. -0 p
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D. PLACE ALLIOTHER RODS. EE
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 0
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OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-I HREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPO)C( PSI AND TENSILE STRENGTH OF 2,300 PSI. W
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH D
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS,'CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
ASSUMING 200OPSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS.
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE .DRY PRIOR TO
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 9
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. W
6"-TYPICAL WALLS, MONOLITHIC FOOTING 0
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE z
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EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE Fn
I YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS >
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN 14 PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION TRAINING SHALL BE SUBMITTED TO THE ENGINEERARCHITECT ALONG WITH THE PROPOSAL TO
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET.
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK.
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARt WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O.
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE >_
RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT c� z
ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW
CONCRETE NOTES OF 10d NAILS.'FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2"
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP.
10. IN LOCATIONS,"WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS
2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8" ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM
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THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 04
AND 5/S5 FOR STRAPPING ALTERNATIVES. z
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3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 0 W _j
OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON CONVENTIONAL FRAMING NOTES W U_
PRIOR TO POURING.
1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. Q W U) 6
00 X: <
4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, _j F- W
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. .- M
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 0 - 6
3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. U) (0 F-
FOOTING.
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5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. 4. FASTEN ROOF. RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS.
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6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INTO TF E
WHICHEVER IS GREATER. RAFTER AND(5)8d NAILS INTO THE TOP PLATE.
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7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER 0
AND(5)8d NAILS INTO THE SLEEPER. U)
8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 0
8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS.
8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER
8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12)8dXl-1/2"NAILS.
REINFORCEMENT.
9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAIA,
9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, (11)INTO STUD BELOW.
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. 10. 2X6 No.2 SYP�COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF 04
COLLAR TIES TO BE NO LOWER THAN 113 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. .00 a) (9 (0
C: 3: > C=)
10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF -1
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STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH CL 16
INTERSEOTION OF SLEEPER AND EXISTING FRAMING. < - 0
11. WHERE THREADED RODS ARE EMBEDDED 12".INTO.,STEMWALLS, THE TOP TWO COURSES OF
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STEMWALL MUST BE FILLED. ROOF RAFTER
FRAMING NOTES
RIDGE BEAM
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD W
CONSTRUCTION. ------------ CEILING JOIST Uj
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED
TOGETHER WITH (1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
COLUMN WITH 18 GA STRAP WITH (9)8d NAILS IN RAFTER, (9)8d NAILS IN
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP z
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
WITH(9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER.
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE
TREATED.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. A Uj
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. z
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7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS (D
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
LENGTH PER THE DETAILS.
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8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED d C'4 U-)
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BELOW:
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10d=0.148"x 3" C
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16d=0.162"x 3-1/2" 0
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9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN C> C14
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AND/OR THE FOOTING DETAILS SHEET.
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10. CONVENTIONAL FRAMING LUMBER IS2x No.2 SYP UNLESS NOTED OTHERWISE.
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LIVE LOAD: 20.0 PSF @
DEAD LOAD: 7.0 PSF
CEILING: AM
LIVE LOAD: 10.0 PSF
LIVE LOAD-STORAGE: 30.0 PSF
DEAD LOAD: 5.0 PSF
FLOOR: COMPONENT AND CLADDING
LIVE LOAD: 40.0 PSF
DEAD LOAD: 10.0 PSF DESIGN PRESSURES g
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50.0 PSF R
DECK LIVE LOAD:
EFFECTIVE INTERIOR ZONES,
WIND LOADS: AREA, SF END ZONES, PSF PSF
WIND SPEED: 130 MPH
EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 Sheet No.
IMPORTANCE: 1.0
BUILDING CATEGORY: 11 20-50 22.9 -28.8 22.9 -25.3
ENCLOSED BUILDING:
INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0
COEFFICIENT: 0.18 S0001
ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 22.9
OF 4
This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Rouse of and improper reliance on this document withGutwrit4n audxxtzation by Alexander Grace Consuldng,Inc.,shall be without liability to Mexander Grace Consulting.Inc.
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This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without writlen authcrizaticn byAlexander Grace Consul&-Q Inc.,shall be withoutfiability toAlexander Grace Consulting,Inc.
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FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL:
2x No.2 SYP, UNO. 04 >
STUD MATERIAL: 2x No.2 SPF, UNO. 9
VERIFY OR PLACE DOUBLE STUD GROUP UNDER
BEAM BEARING.FASTEN BEAM TO STUD GROUP
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WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING HEADERS: <
WITH LTT20B. USE 10d NAILS IN ALL HOLES. ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
P 1660 Ibs z
/-& I UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148-, X III
(2)2X1 0 (2)2X1 0 a) :2
P/ � -- 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO .0
— , I . ! PLACE 4x6 POST UNDER BEAM BEARING. FASTEN =1
i� N LKZ;; IIK\ BEAM TO POST WITH (2)MSTA24.FASTEN POST TO (2)2XI 0 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z 0
(2)2X10 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. M p
FOOTING WITH ABU44. USE I Od NAILS IN ALL H DLES. 0 o- 0
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2X8 DECK JOISTS AT 16"O.C. TYP HEADER NOTATION IS: U) W
SHEATH PORCH BOTTOM CHORDS/CEILING JO STS W 0
FASTEN EACH END WITH LUS28,
(2)2X ALL HOLES FILLED WITH 10d NAILS. 2X10 WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS (2)2X10 NUMBER OF PLIES IN HEADER
i: N N AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. (2)2XIO NUMBER OF KING STUDS
'NS3.017
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ADD SECOND PLY OF 7/16"OSB TO GARAGE
SW Sw- Cb
1 7 !1 11 1 Arl I EDGE,8"O.C. IN FIELD.VERIFY ANCHOR BOLTS AT
1; If it 11 H 11 1 1 11 11 � 11 1 11 9
SW W "v S RETURN.FASTEN WITH 10d NAILS AT 4"O.C.ON (2),2x6,2:1
CORNER AND AT GARAGE DOOR. L NUMBER OF CRIPPLE STUDS LU
KAIIKXXX XXItIX1
X"WAAAA 44xx4m,�444
XXXXX SIZE OF DIMENSIONAL LUMBER
PLACE 4x4 POST UNDER BEAM BEARING. FASTEN (2)2X6 1:1 (2)2X6 1:1 z 0
(2)2X6 1:1 (2)2X6 1:1 BEAM TO POST WITH(2)MSTA24.FASTEN POS--TO CO
POST BELOW WITH(2)MSTA24. USE 10d NAILS IN >
ALL HOLES. ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE W
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC T9 -
I(D SHEAR WALLS:
2X LEDGER FASTENED TO TRUSS VERTICALS WITH 1, 6 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
(2)2X6 1:1 (2)2X6 1:1 �3r BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
I 'X4"WOOD SCREWS PER INTERSECTION OF (§
- ---- -- ----- - - - - - ---- - - - -- (4) 1/4' (2)2X6 1:1 (2)2X6 1:1 3� ARE NOTED ON THE PLAN.
- -- - ------- - --- - - - ---- - -- -- - - LEDGER AND TRUSS VERTICAL.2X MATCHES SIZE
OF DECK JOIST.
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SW -#/S# SHEARWALL LOCATION
SEE DETAILS FOR FASTENERS
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INDICATES GLAZING CLASSIFIED AS END ZONE. 2
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ALL OTHER GLAZING LOCATED ON EXTERIOR OF _r_ CL
0 0 0
-�-Jr STRUCTURE WILL BE CLASSIFIED AS INTERIOR
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ZONE.SEE"COMPONENT AND CLADDING DESIGN
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LL
PRESSURES,"ON COVER SHEET.
r3 (2)2X6 1:1 . .....
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GABLE BRACING LOCATION.
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(2)2X6 1:1 LLL
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—(2-)-2X6-1A LLLL VERIFY OR PLACE DOUBLE STUD GROUP UNDER
11 LL BEAM BEARING. FASTEN BEAM TO STUD GROUP
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WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING
(2)2X6 11 -LLL WITH LTT20B. USE 10d NAILS IN ALL HOLES.
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2 Y6 PLACE 6x6 POST UNDER BEAM BEARING. FASTEN
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T PA S3.01 �IX8 RIDGE BEAM TO POST WITH(2)MSTA24. FASTEN POST TO
(2)2X6 1:1 1 �-
ji *31**,M, I i FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES.
W99APMKMIZTW*T-4�94 4"v 2
8 EAM
(2)2X6 1:1 00 D)
SW2 S3.01 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS
-n WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS
L U2 T08 2X6 RAFTERS
XD G) A AT 6"O.C.ON EDGE, 12"O.C. IN FIELD.
LL
AT 16"O.C.
F- -F T ---T --I
ADD SECOND PLY OF 7/16"OSB TO GARAGE
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RETURN. FASTEN WITH 1 Od NAILS AT 4"O.C.ON
FG2 7 1W9-M"%5 (D
EDGE,8"O.C. IN FIELD.VERIFY ANCHOR BOLTS AT
W2 CORNER AND AT GARAGE DOOR.
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PLACE 4x4 POST UNDER BEAM BEARING. FASTEN
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BEAM TO POST WITH (2)MSTA24. FASTEN POST TO Cl)Q0
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11 ru EM
A SW2 SW2
(72)2:X6 1:, (2)2X6 1:1 (2)2X6 1:1
(2)2X6 1:1
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BEAM 2X8 RIDGE
(2)2X12
Y'T�7 BEAM
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(2)2X1 2
(DTYP C
Sheet No.
IRST LEVEL WALL PLAN_ S2 , 01
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a (9
(9
7/16"OSI3 ROOF DECK FASTENED TO
EDGE OF ALL THREAD NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS
FRAMING WITH 8d RING SHANKS AT 6"O.C. 7/16"OSB ROOF DECK FASTENED TO WASHER MUST BE WITHIN 3" HEADER, FASTEN CRIPPLE STUDS CONTINUOUSLY THROUGH FLOOR FASTEN ROOF RAFTERS TO WALL
ON EDGE AND 12"O.C. IN FIELD. OF THE HEADER KING STUD, SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, EXTENDING 12"INTO
FRAMING WITH 8d RING SHANKS AT 6"O.C. WITH H2.5A,ALL HOLES FILLED WITH
ON EDGE AND 12"O.C.IN FIELD. TYP BOTH SIDES OF OPENING. FIRST AND SECOND LEVEL CRIPPLES, MIN."USE 1 Od NAILS IN ALL HOLES. 0`11 >
10d NAILS. 9 W
TRUSS TO TOP PLATE WITH SDWC1 5600 OR X
4 a
z z MX z/vI X ri/ M /////////Yl 17-
H2.5A FOR TRUSSES UP TO 600 LBS. P7727/77777171/ (2)2x NO.2 SYP TOP PLATE FASTENED
UPLIFT. USE(2)SDWC15600 OR(2)H2.5A TRUSS TO TOP PLATE CONNECTION:H2.5A z
WITH (10)8d NAILS EACH FOR UPLIFTS WITH(10)8d NAILS FOR UPLIFTS LESS WITH (2)ROWS 1 Od AT 16"O.C. W
NO.2 SYP HEADER,TYP. SEE 2
LESS THAN 1200 LBS.ALTERNATE:FOR THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS STAGGERED.MINIMUM 24" LAP WITH 2
PLANS FOR SIZE, PLIES,AND E Z 0
TRUSSES UNDER 745#UPLIFT USE EACH FOR UPLIFTS LESS THAN 1200 LBS. IL I 1 (112) 1 Od IN LAP. FASTEN TOP PLATE TO :3 0
NUMBER OF KINGS AND z 0
SIMPSON H8. HEADER WITH SPH AT 24"O.C.WITH -M P W
CRIPPLES. 0 a. 0
(2)2x NO.2 SYP TOP PLATE FASTENED -)
(2)2x6 NO.2 SYP TOP PLATE FASTENED 10d NAILS IN ALL HOLES.
WITH (2)ROWS 10d AT 16"O.C. C)
W
STAGGERED. MINIMUM 24"LAP WITH(12) HEADER CONTINUOUS OVER W D
WITH (2) ROWS 10d AT 16"O.C.
STAGGERED. MINIMUM 24"LAP WITH (12) U)
10d IN LAP. MULTIPLE SUPPORTS.SEE PLAN FOR
10d IN LAP.
KING STUDS&CRIPPLES:(6) HEADER SIZE AND PLIES. FASTEN
FASTEN 7/16"OSB W/8d @ 6"O.C.ON Y8"ALL THREAD CONNECTORS.SEE 16d BETWEEN ADJACENT HEADER TO CRIPPLES WITH MSTA18,
ALL-THREAD NOTES FOR INSTALLATION KING STUDS AND CRIPPLES.
EDGES, 12"O.C. IN FIELD. OLES FILLED WITH 10d NAILS.
SPECIFICATIONS, SPACING AND
EMBEDMENT. FASTEN WALL SHEATHING TO SHADED CD
2x4 SPF STUDS AT 16"O.C.
PLACE 1/2"ANCHOR BOLTS MEMBERS WITH 8d COMMON NAILS AT W C>
FASTEN 7/16"OSI3 W/8d @ 6"O.C.ON
2X4 No.2 SYP BOTTOM PLATE FASTENED TO PER THE TYPICAL WALL 3"O.C. U)
EDGES, 12"O.C. IN FIELD. z
2X4 No.2 SYP BAND BOARD WITH 10d NAILS SECTION.
>
PLAT WITH SPH W
3/4"PLYWOOD FLOOR DECKING FASTENED
TO TRUSSES WITH 8d NAILS AT 6"O.C.ON U 1/2"ANCHOR BOLTS AT 48"O.C. PLACE 0 T9 -
AT 3"O.C.ON EDGE, 12"O.C. IN FIELD. 2x SPF STUDS AT 16"O.C. FASTEN ALL CRIPPLES TO BOTOTM
EDGE, 12"O.C. IN FIELD. 2x NO.2 SYP PT BOTTOM PLATE.APPLY 1/2" BOLTS MAX 12"FROM CORNERS, ENDS
ANCHOR BOLTS AT 6'O.C.WITH 6"MIN AND SPLICES.
I>
EMBEDMENT AT EACH SIDE OF BOTTOM
WHERE THERE ARE FIRST FLOOR WALLS
PLATE SPLICES. I>
00
1 ZrI 711T, I>
FLOOR TRUSS SYSTEM BY OTHERS. 4� ELOW INSTEAD OF A FOOTING, FASTEN
�msll ��I I l�El I I CRIPPLE STUDS TO STUDS BELOW WITH
4
i i F__1 i F MSTA36.
A
4 <1 4
SPECIFICATIONS.
SEE FOUNDATION PLAN FOR FOOTING T'YPICAL HEADER FRAMING DETAIL
(2)2x6 NO.2 SYP TOP PLATE FASTENED 3 1/2'= V-0" C0
WITH (2)ROWS 1 Od AT 16"O.C. co
04
CN
STAGGERED. MINIMUM 24"LAP WITH (12) NOTES z I,_ Cf)
10d IN LAP. 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO 0 W _j
TYPICAL WALL SECTION ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP W U_
ALL THREAD CONNECTORS.SEE 1/2" 11-01, R :f
PLATE.
ALL-THREAD NOTES FOR INSTALLATION C) LIJ c)
SPECIFICATIONS,SPACING AND HEADER KING STUDS ARE CO :E <
EMBEDMENT. SW ACCPETABLE AS SHEAR WALL END D W
THREE OPENINGS SHOWN ABOVE. MAY APPLY TO TWO OPENINGS OR MORE. F-
STUDS T1_
0
FASTEN 7/16"OSB W/8d @ 6"O.C.ON
EDGES, 12"O.C. IN FIELD. z
2x4 LATERAL AND DIAGONAL TRUSS SW I I SEE TABLE BELOW FOR SHEAR z CY) <
_j
BRACING AT 24"O.C..FASTEN EACH WALL HOLD DOWNS.SHEAR 0 I-_
END WITH(3)10d TOE-NAILS. INSTALL DOUBLE STUD GROUP AT JL WALL ANCHORS TO BE WITHIN <
EACH END OF SHEAR WALL. U
F DOUBLE STUD GROUP.
2X4 SPF STUDS AT 16"O.C.
3"XT'SQ WASHER AT TOP OF 0
THREADED ROD HOLD DOWN.
7/16"OSI3 FASTENED TO FRAMING
W/8d AT 3"O.C.ON EDGE,6"O.C. IN
2X4 NO.2 SYP FIT BOTTOM PLATE.APPLY FIELD BETWEEN DOUBLE STUD 0
7/16"OSB FASTENED TO
1/2"ANCHOR BOLTS AT EACH SIDE OF GROUPS. FRAMING W/8d AS SHOWN IN ca
4H
BOTTOM PLATE SPLICES. FLOOR TRUSS SYSTEM BY OTHERS. THE TABLE BELOW
TM
Ll
la I
AM mz� --------------- HEADER KING STUDS ARE
—7, ACCPETABLE AS SHEAR WALL
SEE FOUNDATION PLAN FOR FOOTING SEE WALL SECTION FOR DETAILS.
C�
SPECIFICATIONS. END STUDS
(0
.. 9
3: 0 00 2 (9
a) 0-
2 CI.
0 [<
FASTEN DOUBLE STUD GROUP TO
A BEAM PER THE SHEARWALL
RUSS BRACING AT WALL
INSTALL DOUBLE STUD GROUP
TYPICAL TWO
C
H
T"O.,
3/4" _v AT EACH END OF SHEAR WALL.
1/2"
FOR DOUBLE SHEAR WALLS,
USE(4)STUDS.
2XIO BEAM BELOW 1/2 ANCHOR BOLTS AT 24"O.C.
BETWEEN SHEAR WALL ENDS.
EDGE OF ALL THREAD WASHER MUST JL EMBED 8"MINIMUM AND USE 3"
Lo. U t>
BE WITHIN 3"OF THE HEADER KING SEE PLAN AND TABLE BELOW FOR 1> SQUARE WASHERS.
I>
STUD,TYP BOTH SIDES OF OPENING. TRUSS TO STUD GROUP FASTENING. D
41
W
A TOP PLATE TO GARAGE HEADER SHEARWALL SCHEDULE
CONNECTION:SIMPSON SPH AT 24"
0
O.C.WITH (12) 10dX1-1/2"COMMONS.
U
U
TOP PLATE TO KING STUD FOR ALL UPLIFT CASES, INSTALL 2X SHEARWALL EDGE SPACING 8d SHEARWALL ANCHOR SIZE AND (D
CONNECTION: (2)SIMPSON SPH WITH SYP STUD GROUP UNDER TRUSS AS DESIGNATION NAILS ANCHOR EMBED DEPTH z
(12)1 0dX1-1/2"COMMONS AT EACH INDICATED ON FRAMING PLAN. SHEARWALL SCHEDULE
NUMBER OF STUDS TO EQUAL THE 1/2", FASTENED AT I
END OF HEADER. NUMBER PLIES IN THE TRUSS,WITH SW 3"O.C. BOTTOM OF BEAM SHEARWALL ED GE SPACING SHEARWALL ANCHOR SIZE
GARAGE DOOR HEADER.SEE M1141MUM OF TWO(2). FASTEN STUDS DESIGNATION 8d NAILS ANCHOR AND EMBED
FRAMING PLANS FOR SIZE AND PLIES. TIC EACH OTHER WITH 12d COMMONS I DEPTH
AT 8"O.C. HEAR WALL ASSEMBLY DETAIL SW __r3"O.C. 1/2"ROD 1/2", 12"DEEP
FASTEN ADJACENT STUDS W/(2) 9 1/2" 1 1"011 SW2 r2'O.C. HDU8-SDS2.5 7/8", 12" LL
ROWS 1 Od COMMON NAILS @ 8"O.C., (2)SW 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12"
STAGGERED. FASTEN 7/16"OSB TO FOR U1,ALL"THREAD INSTALLED
EXTERIOR OF RETURNS&ABOVE SUCH THAT EDGE OF WASHER IS NO 7/16"OSB ROOF DECK FASTENED TO (2)SW2 2-O-C. (2)HDU1 1-SDS2.5 (2)7/8", 12"
DOOR W1 8d @ W O.C.ON EDGE, 12" MORE THAN 3" FROM STUD GROUP. FRAMING WITH 8d RING SHANKS AT 6"O.C. NOTES
O.C. IN FIELD. WASHER 13 3"SQ. ON EDGE AND 12"O.C. IN FIELD. co C14
1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. 6
CC",t"O)
(2)MSTAM24 FOR GARAGE HEADER TRUSS TO TOP PLATE CONNECTION:H2.5A 0)[11
in 04
it it
CRIPPLES. (9)10d NAILS, (5)1/4"X2-1/4" WITH(10)8d NAILS FOR UPLIFTS LESS 2. 5/16"HARDI-PANEL IS ON4Y PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF W<
TAPCONS INTO STEMWALUMONO. IN THAN 600 LBS. (2)H2.5A WITH(10)8d NAILS SHOWN ON THE FRAMING PLAN. 0-0
75 M ca
LIEU OF MSTAM, IT IS ACCEPTABLE TO EACH FOR UPLIFTS LESS THAN 1200 LBS. 0
USE AN EMBEDDED PA51. 0 .2.2
3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE U_UL
(2)2x4 NO.2 SYP TOP PLATE FASTENED 0
I> WITH (2)ROWS 10d AT 16"O.C. FRAMING PLAN.SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW CD
U
STAGGERED. MINIMUM 24"LAP WITH(12) OPENINGS. M 0
GARAGE SLAB LO
1> C> [> 10d IN LAP. CN
I> FINISH GRADE FASTEN TOP AND BOTTOM OF STUDS TO TABLE FOR EDGE SPACING. -0 U_
TOP AND BOTTOM PLATES WITH SIMPSON M
L U3 U4
U1 , U� X coo
1P. SPH AT 32"O.C.
I>
FASTEN 7/16"OSI3 W/8d @ 6"O.C.ON SHEAR, WALL ASSEMBLY DETAIL OD
I I FE C>
lilt 11 t, fliLWIFIL11FIl
1r1r
1 71-6 1 5,_I lit-7 1-1—I I I
C\j C'i
—E—'E"M I 1_–''FI-1�_E"f
1,it I I—I I I= CONNECTION SCHEDULE 2X4 SPF STUDS AT 16"O.C. ca 0
- —1 1-1 I=- _@ M 0)
2x4 No.2 SYP BOTTOM PLATE FASTENED TO 2x6 SPF STUDS AT 16"O.C. vvy"Wimnq
UPLIFT NAILING TRUSS WITH 15"CS-16,9"ON FLOOR A,
UPLIFT RANGE CONNECTOR PATTERN TRUSS,6"ON BOTTOM PLATE.FILL ALL STUD TO BOTTOM PI ATE WITH H3 2x6 NO.2 SYP FIT BOTTOM PLATE. A,
DESIGNATION OR SPH
(LBS) (loci cohimow) HOLES WITH 10d NAILS.
TYPICAL GARAGE OPENING DETAIL FASTEN TO BEAM BELOW WITH
V
16d NAILS AT 6"O.C.
1/2" U1 1200-1450 HTS20 21) FASTEN BRACE TO BOVOM PLATE
3/4"PLYWOOD FLOOR DECKING FASTENED
3/4"PLYWOOD FLOOR DECKING
WITH (2)SDS25412 SCREWS. 93
U2 1450"2900 (2)HTS20 20IN TO TRUSSES WITH 8d NAILS AT 6"O.C.ON FASTENED TO TRUSSES WITH 8d
EACH STRAP EDGE, 12"O.C. IN FIELD. NAILS AT 6"O.C.ON EDGE, 12"
FLOOR DECKING
U3 2900-3965 MGT 22 O.C. IN FIELD.
ROOF TRUSSES OR FLOOR SYSTEM AT 24"O.C.FASTEN TO XXX X-
2
U4 3965-9250 HGT ii; WALL BELOW WITH H2.5A,ALL HOLES FLOOR TRUSSES BY OTHERS.
CONVENTIONAL FRAMING
FASTEN BRACE TO WALL WITH 16d FILLED WITH 10d NAILS. FASTEN TRUSS FG3 ><1 X v1z E. P.
NAILS. WITH (2)H2.5A. 2x4 No.2 SYP BLOCKINIQ AT 12"O.C. --- SECOND FLOOR STUD TO FLOOR
UPLIFT CONNECT ON ATC PORCH BEAM FASTEN TO BOTTOM C�ORD OF GIRDER: H2.5A AT 16"O.C. Sheet No.
2x4 No.2 SYP BLOCKING AT 12"O.C. D!1 j/2 TRUSSES WITH (3)10d NAILS. FLOOR GIRDER OR LVL BEAM.
FLOOR TRUSSES
FASTEN TO BOTTOM CHORD OF
TRUSSES WITH (3) 10d NAILS. NOTES WALL SECTION ON LVL BEAM- WALL ON BEAM/GIRDER S3 , 01
1. USE 5/8"ALL-THREAD FOR MGT CONNECTION TO SLAB. EMBED ALL-THREAD 12"INTO FOOTING. 1/2"= V-011
2. USE(2)3/4"ALL-THREAD FOR HGT CONNECTION TO SLAB. EMBED ALL-THREAD 12" INTO FOOTING. NOTE:IT IS ACCEPTABLE TO USE THREADED ROD IN LIEU OF SHEAR WALL BASE 3/4" 11-01,
WALL BRACING DETAIL LIGHT GAUGE STRAPPING AS SHOWN.SEE ALL-THREAD 3/4" lt-on
3/4"= 1 1"0.1 NOTE#10 FOR SPECIFICATIONS.
4 OF 4
This document,together with the concept )nted herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorizadon by Alexander Grace Conwifing,Inc.,shall be withoutflability to Alexander Grace Consulting,Inc.
Concept Dedgn ConsuKants
_U 1-1
CR :ONKIS D
12
w w
NOTE:
A FOUNDATION SURVE
SHALL 13E PERFORMEP ANP
E
SHALL 13E ON THE SIT
FOR THE 13UILPINCi
TO
INSPECTOR'S USE PRIO
FRAMIN(� INSPECTION.
ALTERNATIVELY., ALL
PROPERTY MARKERS SHALL
�Jl BE EXPOSEP ANP A STRINCi
STRETCHEP FROM MARKER
TO MARKER TO VERIFY
REQUIREP SETBACKS.
A
'3
96 1 Ith -S ee
6CALL:
AtlanticbBeach, Fl� " ri a 32233 CAPP u6LP- U
TbP
CON T CTION ISSUE
PW_0_JLCT ROA6L:
A
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PF- PNIT lb
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December 03 , 2014
t
DIMENSIONS:
[51 INI 2
OVERALL DIMENSION: TAKEN FROM EXTERIOR
WALLS flou�5, E.'.
INDEX OF DRAWINGS
INTERIOR DIMENSIONS: TAKEN FROM
STRUCTURAL MEMBER (STUD OR BLOCK), NOT
---71 NL\v flom�_
AN
SITE SITE PLAN CONSTRUCTION PL
SHEETROCK. A-1 FIRST FLOOR PLAN TYPE OF CONSTRUCTION4"�O)i TYPE V-B
DIMENSIONS ARE IN SQUARE FEETO A-2 SECOND FLOOR PLAN
0 a 0 0 0 0 a a a 5TZE: E: T
OCCUPANCY CLASS GROUP R-3 596 10
A-3 FRONT AND LEFT ELEVATIONS
I ST FLOOR: 19466 A-4 REAR AND RIGHT ELEVATIONS ATLaw bLAca fL
2ND FLOOR: 11590 A-5 SECTIONS & DETAILS APPLICABLE CODES:
ATTACHED GARAGE: 412 A-6 SECTIONS & DETAILS
- " t - ,-,RESIDENTIAL 2010
1 . FL. BUILDING Coll
I ST FLOOR COV. PORCHES : 354 A-7 RAFTER END DETAIL 2. NAT'L ELECTRIC_,�LCOD' E 2008
2ND FLOOR COV. PORCHES-. , 160 A-8 PROPOSED ROOF PLAN 3 . FFP CODE 2010 COVLZ-5U: �: T
E-I FIRST FLOOR ELECTRICAL PLAN
A ,
TOTAL COVERED: 39982 E-2 SECOND FLOOR ELECTRICAL PLAN 4. ATL BEACH LAND DEVELOPMENT CODE
INCLUDING A-17ACHED GARAGE
S STRUCTURAL PAGES
COPYIZ<�]T 2-o14 49. LINPLI-Y TOLE51-12-T PE INC. ALL 12-10T-5 NO PAP-T Of Tfll-'5 \VO�� MAY 511. Ubc-[?, 12-C-P12-OPUCED, PlbT12-15UTC-P, P1,5PLAYID 012- OUE-12-A/1-5L COMMUNICATED IN ANY fOI2_M 012- 5Y ANY MEANb \VlTflOUT P12-1012- WZITTE-N CON-5PINT Of LINPLFY TOL5I:_P'T PE_bl(�N, 'INC.
LO T 42 "LAUREL OAK 21"LAUREL OAK L A r, LOT 50
LO T 44 LO T 48
..........
NO CAP2 PIPE
FOUND IRON N 2
FOUND IRON
1050.0) 1 1 150 . 00 1 Concept Dedgn consukants
(150.44' FIELD)
P--A�-M—Tp —
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LOT 43 AREA 7.500 sq ft.
i LOT 45 ILOT 47
MAIN STRUCTURE ]1,438 sq ft.
12))PALM
POOL
"7fl
FRONT COVERED PORCH 130 sq 6-011 241-011 LZ I - - " �. �: NOTE:
K11 1,4'.- "-".-�`-4�,�.� �,-4 1,
A-�.
221-011
REAR COVERED PORCH 380 sq ft. ------/
LOT 43 71-611 CONSTRUCTION T-611 A FOUNPATION SURVEY
PARKING
GARAGE STRUCTURE 576 sq ft.
SHALL BE PERFORMEP ANP
DRIVEWAY 1,054 sq ft. U
I 12"LIVE OAK A COPY OF THE SURVEY
)T�
IMPERVIOUS SQ FTG 3,578 sq ft., 0 CONSTRUCTION PARKING
-1 TO BE ON
C) Q0 SHALL BE ON THE SITE
47-71 0/1 -1 EXISTING DRIVEWAY
IMPERVIOUS LOT COVERAGE % LO
FOR THE 13UILPINCI
7--61-,'.] 71-6" INSPECTOR'S USE PRIOR TO
APPLY 1,947.33 SQ FT OF EXISTING Q
0 -j
FRAMINCi INSPECTION.
LOT COVERAGE TO THIS LOT w
FOR CALCULATING REQUIRED N E�A D NLM TREE 0 Fl-
o ALTERNATIVELY, ALL
Ld IQL BATH
ON SITE RETAINAGE N A. DIAMETEF
0 on
AA 0 PROPERTY MARKERS SHALL
COVERED PORCH
6/0 PAVERS
6 -0 -60 BEDROOM 4 y Ln 13E EXPOSE[) ANF,) A STRINCi
L-�: — 0
LOT 41 F---] V8L MN RXED T- LO
In 10'CLG.
STRETCHEI) FROM MARKER
0 2 011
LO
TO MARKER TO VERIFY
KITCHEN
REQU(REP SETBACKS.
Lt�-J 47"
STORAGE LOCKERS IO'CLG. -IvE OAK
LOT 49
CovERED FORCH
PARKING
CONSTRUCTION
LLJ 2
N
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13"PALM T�
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MAIN STRUCTURE 1,465 sq ft. 5L
EE T,
POOL COPING 88 sq ft. 'T"t-
015
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U)
IThursday, January 08, 2
< GARAGE 412 sq ft.
0 DRIVEWAY 136 sq ft.
CIELIRa KT, FOO-1
hrea 12 PP-0-11--CT PflAbE-:
F9 LO
FRONT & REAR PORCHES 354 sq ft.
>
C) h ] PERMIT 1�5,
< IMPERVIOUS SQ FTG 2,455 sq ft.
GREAT POOM
�-cELING
n
_U
JIMPERVIOUS LOT COVERAGE %1 1 32.73
�/o
-0
C, APPLY 1,947.33 SQ FT OF EXISTING
000
LOT COVERAGE TO THIS LOT
FOR CALCULATING REQUIRED
OFrJCF=t,L15RARY COVERED PORCH
ON SITE RETAINAGE 30"LIVE OAK V�/\/
Li "A
COVERED FORCH
lo,-,�UuN.w. j-,
a 13 a
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ELM TREE
J,
A rw�[ 13"PALM TRECJJ��'
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SILT FENCE SILT FENCE
00. LOT5 4, 4-3, 45
0
C)
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31"LAURIEL 0'.
NEW PALM TREE NEW SHAD� TREQ*-
(.'I, (.t, .1 150.0)
MIN. 4" DIAMETER MIN. 4" DIJMETER�l I
0.0
A 50.0' 592, 5(96, 598
L
1050.0 NOCAP2 '5TP,11: T
PIPE 10
No CAP 2
PIPE
FOUND IRON . . . . . . . . . . . (150.10' FIELD)
501-011 -011 -0" 52255
50 50'
PAVERSIN PAVERSIN
R.O.W.APRON R.O.W.APRO
141-011 141-011
SCALE: 1 10, �51T[- PLAN
40' PAVED RIGHT-OF-WAY
ELEVENTH ( 11TH ) STREET SOUTH
K.'!
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COPY12-1(��JT 2oi4 4.1). LINPLILY TOLE51112-T INC. ALL 12-1-51RVI-P- NO PA�ZT Of Tfll-A) \VOP-V- MA%Y' E5E- 1-1-51-P. 12-1-PP-ODUCE-P, PI-A)T12-51-ITILIP, PI-A)PLAYL-P 012- OT-IJLI2-\VIb[- COMMUNICATI-P IN ANY fOlZkl OP- E5Y ANY \VIT�IOUT P12-10.12- WIZITTIA CON611NTOf LINPLEY TOLE5[-IZT PL614H, INC.
LO T 42 2 1 "LAUREL OAK 21"LAUREL OAK LOT 46 LO T 48 LOT 50
LO T 44
NO CAP 2 PIPE
FOUND IRON N CAP2 PIPE
1050.0) 1 1 150 . 00 1 FOUND IRON Concept DesWn ConsuRants
(150.44' FIELD)
it- 7D
P
R
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50.0) 50.0
41 C
V , sov ICR ONK Z� z
F
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<..l
ON-SITE RETENTION
t +
0-
SIDE WALL SECTION
0:
A I F-
ON-Sl E ENTION 10
0
A A..".
C FT.
0"
g
01
LOT 43 AREA SCHEDULE w
00�0!
IN 1,10
1,1110, A.
1 0"PA4
COLOR AREA
NAME A-A
LOT 43 AREA 7.500 sq ft.
LOT 45 0 ' LOT 47
MAIN STRUCTURE 1,438 sq ft.
;I. POOL 12"PALM TREE�'k
.
- 50
DOWNSPOUT NOTE:
t__ >
130 sq ft.
241-011
FRONT COVERED PORCH �,_INTO PE 0 1
z
if 0 1 221-011
if \ I t-
Zw
REAR COVERED PORCH 380 sq ft.
N LOT 4 7l-j6ll 711611 71-611
Lul
GARAGE STRUCTURE
576 sq ft.
J.\ET 0,
I�& J: SHALL BE PERFORMEP ANP
DRIVEWAY 1,054 sq ft. �O
12"LIVE OAK A COPY OF THE SURVEY
0:
IMPERVIOUS SQ FTG 3,578 sq ft. 9
CD
21 SHALL 13E ON THE SITE
Lo
IMPERVIOt LOT COVERAGE % 4-7.71 % Lo
LOT SLOPE
-6.0" ------------------ FOR THE SUILI)III4
INSPECTOR'S USE PRIOR TO
71-:6
APPLY 1,947.33 SQ FT OF EXISTING k, P:.I
qUTLET INLET I
LOT COVERAGE TO THIS LOT DO P UT J11p __j FRAMINC4 INSPEC-PON.
INT P 31UM i
I
0
FOR CALCULATING REQUIRED 0 _j NEA A M EE DQL BATH 0 0 ALTERNATIVELY, ALL
o �Lj N A. F
ON SITE RETAINAGE LL_ Z2
1 0
COVERED PORCH PROPERTY MARKERS SHALL
z
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DC VVNSPdUT
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Lo IN-0 PIPEI
0
z TO MARKER TO VERIFY
KITCHEN
REQUIREP SETBACKS.
N
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ON-SITE RETENTION Elp F_
for
It
ICE
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0
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MAIN STRUCTURE
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I
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88 sq
PP-INT PAM
0
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0 GARAGE 412 sq ft.
0 Thursday, January 08, 2015
_,01NING ROOM GREAT ROOM
Z_Fmwa RL
r,K DRIVEWAY 136 sq ft. z
0 w
DOD]
F-
PIZ0_J1_CT PflAbll:
DOWNSPIC /�a 12 101
r FRONT & REAR PORCHES 354 sq ft. INTO PIPE Lo
PLZMIT I
Ljj
zQ
> z
IMPERVIOUS SQ FTG 2,455 sq ft.
7, F'7-77
0
calREAT ROOM
77T77N 10 cEII O�
z
0
El
0
JIMPERVIOLIS LOT COVERAGE % 32.73 %
0 -.4
NSPOILIT
PIPE
z
APPLY 1,947.33 SQ FT OF EXISTING 3: 'A-10
11;1W 0 05L.M=
'j W_
0
LOT COVERAGE TO THIS LOT 000
-A
w
FOR CALCULATING REQUIRED
OWNSPOUT
t- U LJL
ON SITE RETAINAGE 0 F_T_ I fO PIPE 30"LIVE OAK
Lj_j A I/ "I\\,&:/- " �p '$`:F4� COVERED PORCH
OFFICE/LIBRAR'i
z V-01 c
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9
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it 50.0$
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501-011 D" 50)0" 52255
PAVERSIN PAVERSIN
R.O.W.APR R.O.W.APRON
141-011
SCALE: 1 1 of
40' PAVED RIGHT-OF-WAY �51T�: PLAN
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COPYZI(�L]T 2o14 A.P. LINPLE Y TOLE51112-T INC. ALL NO PAIZT Of TU-5 \\1012-4 MAY 151- 1-1611), 12-1-PIZOPILICI-P, P6TIZIE51-ITILD, PI-5PLAYE-P 012- OTL11-IZ\\/I6[- COMMUNICATI-P IN ANY fOP-M OIZ E5Y ANY K11-41IIb \\/ITflOUT P12-1012- -XV12-ITTILN COH61-NT Of LINPLI-Y TOLE51112-T PE 61(;N, INC.
45 DE.
01
0.
5-4
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Concept Deawn consuRants
11(k
C R �O N K I,- D u C 1-1
ARCLItTECTURE
611-61
121-011 541-011
41-611 71-611 131-411 131-111 111-811 101-101, 81-311
6'-7" 61-71' LU
4'-7" 101-101, 4'-7"
w NOTE:
Lu
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ciifi,� EMENT 3040 DBL M60 Lu - 3060
F I A FOUNF,)ATION SURVEY
CNN_ 3 CORNER rol C4 LL LL
on 30" 24" CAB 3'-5/2' 6'-3" T-5%2" 201-011 LL A COPY OF THE SURVEY
DW Cy
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9 Wednesday, December 03, 2014
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FOR WINDOW AND DOOR f1z,5T fLOOP
PLAN
JAMB DETAILS AND
BALCONY RAILING DETAILS
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Concept Dodgn consuRants
611-611
!C R 0 N K Du C 1-1
27'-10" 41-011 291-811 R E
19'-11/2" 1 0'-8Y2" 61-1111 61-1111 121-911 51-111 71-9Y811
�1-011 31 6-1-411 21-81/211
12'-5Y2" -1111 0, 41-011 3'-0" 21-8Y2" T-1 0" T-1 0" 8'-E 2 -1
e v v I e v , r��-4 1 5'
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SHO R 1: F-
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F-Z w w
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4 1�io 71
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18T Q, 10-'5181' '
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FOR WINDOW AND DOOR PLAN
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COPYIZIOT 2-o14 A.P. LINPLI-Y TOLE5F-12—T P11-510, INC. ALL IZIOT-5 NO PAP—T Of Tfll-'5 \\IOP—V— MAY 5C- U-51-0, 12-1-P12—OPUCED, PI-')Tp'I5UTr-l?, PI-5F)LAYE-P 012— OTLLlZ\\/I-')E- COMMUNICATED IN ANY fOP—M 012— E5Y ANY ME-4N-'-) \\/ITflOUT F`12-1012— A/IZITTE N CON-')[-NT Of LINPLE-Y TOI-15C-P—T PE-510, INC.
5V-CRIMP MTL. ROOF,
12" O,C, PANELS, ON'T'
MILL FINISH (TYPX-�
12 12 Concept DesWn Consukants
T,O,f=', a 20'-4 34" 43
C R 0 N K. N' D �U C 1-1
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HAIRDI-PLANK— EXPOSED
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12
F. 1 V-4 4 11 - (0 - din 11 0 54" EXT. DECKING
IT 11 12
- — - — - — - — - -
2xro FT
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NOTE:
(2) 2xI2 5EAM
5EAM
A FOUNPATION SURVEY
C? SMOOTH
SHALL BE PERFORMEP ANP
ELA6TOMEFRIC
STUCCO FINISH A COPY OF THE SURVEY
SHALL BE ON THE SITE
10" ROUND TUSCAN-- 12" ROUND
"PERMAC,I COLUMN FOR THE BUILPINCi
TUSCAN
'lPEfRMACAST"
INSPECTOR'S USE PRIOR TO
F F 0'-0"
---C-0-LUMN - — - — - - FRAMINCi INSPECTION.
- — - — - — - — - --
GARAGE o'-(o ALTERNATIVELY., ALL
PROPERTY MARKERS SHALL
BE EXPOSEP AN[) A STRINCf
FRONT ELEVATION STRETCHEP FROM MARKER
TO MARKER TO VERIFY
REQUIREP SETBACKS.
PLAN cflAN(�L,5 o6-o5-2oi5
'5CALC:
1/411 1 1-011
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MILL FINISH (TYPJ I PAT[-:
Thursday, December 04, 2014
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FF 0
GARAGE 76" Ll-\44TION�5
10" ROUND TUSCAN—/
LEFF ELEVATION "PERMACAST" COLUMN
012- LINPLE-Y TOL5F-12-T PF- INC.
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5V-CfRIMP MTL, f;ROOF,
12" O,C, PANELS, ONYX
MILL FINISH (TYF,)
12
12
Concept Dedgn Consuftnts
T,O,P, -a 20'-4-4
RONK D U C11
ARC H ITECTU RE
EXPOSED
2X& P,T, FACE TIRIM P.T. I;RAFTEf;R
X
2XI2 P.T, TfRIM TAILS
2X(o' P.T. COIRNEfR
CD
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12 12 HARDI-PLAN<
F,F, 1w W-4 -4 (0 (0 LAP SIDING
- — - — - — - — - — - --- - — - — - — - — - — - -
12
T,O.P, 9D 10'-0"
2x(o
TAIL
(2) 2xI2 15EAM
FLAT
STUCCO
NOTE:
FINISH
4x4
12" fROUND— A FOUNPATION SURVEY
TUSCAN
SHALL BE PERFORMEP ANP
"PEfRMACAST" 3z
A COPY OF THE SURVEY
COLUMN
F
SHALL 13E ON THE SITE
FOR THE BUILPINCf
- — - — - — - — - — - - — - — - — - — - -
INSPECTOR'S USE PRIOR TO
--------------- — - — - — - -
GARAGE -ro" FRAMINCf INSPECTION.
ALTERNATIVELY., ALL
PROPERTY MARKERS SHALL
REAR ELEVATION BE EXPOSEL) ANP A STRINCj
STRETCHEI) FROM MARKER
TO MARKER TO VERIFY
REQUIREP SETBACKS,
PLAN C�IAN(�L�b o6_05_2015
6CALL:
�11/411 = 11-01
CAPP U6LZ 1P:
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,
5V-Cf�IMF MTL. f;ROOF. PP-INT PATCL:
12 d, PANELS, ONYX �,ednesday, December 03, 2014
MILL FINISH (TYP.)
PP-0-JLCT P4AA6U-:
12 12
PEPNIT 1,5,A)LIL
T,O,P, Q' 20'-4-4
- — - — - — - — - — - -
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--------------------
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COPYP-I(;flT w4 A.D. LINPLE-Y TOLE51-12-T PE-51(�4 INC. ALL 20T-5 NO PAP-T Of T4JI-') WOIZI�- MAY 5E- U-51D, P-E-PP-OPUCED, PI-5TP-15UTE-P, PI-51PLAYED 012- OTflE-I2-\\/I-5[- COMMUNICATED IN ANY fOP-M 012- E5Y ANY WAN-5 WITflOUT PIZI�P- W12-ITTE-N CON-5111NT Of LINPLEY TOLE5F-IZT PE-510, INC.
zr-
Ew - CRIMP METAL ROOF,
5V - CRIMP METAL ROOF, RESIDENTIAL MILL FIN15H 2ro GAUGE
RESIDENTIAL MILL FINISH 2ro GAUGE, 30* FELT UNPIERLAYMENT
300 FELT UNDERLAYMENT 2x4 FIRE-ENGINEERED ROOF
TRUSSES AT 24" O.C, WITH
2xro PT RAFTER TAILS
R-30
INSULATION
2x4 PRE-ENGINEERED ROOF Ixro BIRD BOARD W1 VENT
TRUSSES AT 24" O,C- WITH BED MOLDING
2x& PT RAFTER TAILS J, J, J, 20'-4 3/4
Ix2 DRIP EDGE PL. PT.Y Concept Dodgn consuKants
CONT. METAL FLASHING
1/2" GYP, BOARD
Ix3 CONT. F.J. CIEDAR TRIM
3/8" BEAD BOARD WM-41 CROWN ;C R �O N K D 'U C 11
R-30 PLYWOOD, FACE DOWN 2-0 MOLDING
INSULATION 'typ. OVERH NU (2) 2x4 WITH TOP PLATES A R C H I T �E C T U R E
1xro 5IRD BOARD W1 VENT REINF. W1 TOP 5TRAP5
2x& FRIEZE BOARD AND HURRICANE CLIP5
MTL. FLASHING (SEE STRUCTURAL DWG'5)
5ED MOLDING COVE MOULDING R-19 KRAFT FACE
2xro CA-SING INSULATION BATTS
20'-4 3/4" 1/2" GYP. BOARD
1x2 DRIP EDGE PL. HT.%-,)
2 2
CONT. METAL FLASHING
1/2" GYF. 50ARD
1x3 CONT. F.J. CEDAR TRIM --
3/5" 5EAD 50ARD oil WM-41 CROWN NOTE:
PLYWOOD, FACE DOWN 2 MOLDING A FOUNI)ATION SURVEY
rYP. OVERH G (2) 2x4 WITH TOP PLATES SHALL BE PERFORMEP ANP
REINF. W1 TOP STRAPS 5-1/2" WOOD I5A5IE5OARP A COPY OF THE SURVEY
2xa FRIEZE 50ARD AND HURRICANE CLIPS 4x4 P.T. SILL 13'-4 3/4"A SHALL BE ON THE SITE
HARDIPLANK LAP 51DING SILL HTV
AT 5" SPACING TON UE AND GROOVE FOR THE SUILT)INCi
MTL. FLASHING (SEE STRUCTURAL DWG'.5) PLYWOOD DECKING
1/16" 055 PLYWOOD (5TURDI-FLOOR) INSPECTOR'S USE PRIOR TO
SHEATHING GLUED AND NAILED
COVE MOULDING 2x4 WOOD STUDS IN FILACIE. FRAMINC( INSPECTION.
R-19 KRAFT FACE SET -0 Iro" O,C. W1 1'4' DEEP FLOOR TRUSS ALTERNATIVELY, ALL
FR-13 KRAFT FACED
2xro CASING INSULATION 5ATT5 BATT INSULATION 11'-4 3/4"A PROPERTY MARKERS SHALL
HURRICANE STRAPS 2nd FLOORY BE EXPOSEF,) ANF,) A STR(NCf
BETWEEN FLOORS STRETCHEI) FROM MARKER
1/2 GYP. 5OARD (SEE STRUCTURAL E)WG'5)
MTL. FLASHING av TO MARKER TO VERIFY
REQUIREP SETBACKS.
EAVE IDETAIL
PL. WT*
1/2" GYP, BOARD
- WM-41 CROWN
3/4" (2) COAT STUCCO MOLDING
SYSTEM WITH SYNTHETIC (2) 2xro TOP PLATE
FINISH.
R-113 KRAFT FACE
i-4><A
INSULATION BATTS 5CALL;
TO USE PEEL 4 STICK 1/2" GYP, BOARD L PLAN6
4" ROLL AROUND WINDOW F-,DL-
(TYP.) CAPP u_5QZ IP:
� T,51?
PIZINT PATL:
Wednesday, December 03, 2014
Pv_0_j1_CT PflA_'5L:
P1112NIT 1,
E51M N1 2
FOAM 511-L WITH 5-1/2" WOOD 15ASE-15OARD
STUCCO OVER OUN5F.
111ro" 05E� PLYWOOD SHEATHING C.M.U. "J" BLOCK
WOOD 2xro STUD WALL
AT Iro" ON CENTER.
IR-15 KRAFT FACED 4" REINF. CONC. 5LA5
BATT INSULATION r (SEE STRUCTURAL r-)WG'S) flomL
BOTTOM STRAP
10" ANCHOR 5OLT- VAPOR 5ARIER
FINISH FL.'y 596 10
8" C.M.U. STEM WALL
(SEE STRUCTURAL DWG'S) (DATUM)
4TLANTIC 5EACLII, fL
71111 FINISHED GRADE
52255
COMPACTED,
TERM ITE-TREATED
GRANULAR FILL
Tu 4
FOUNDATION TAIL�5
(SEE STRUCTURAL IDWG'B)
WALL SECTION - TWO STORY-
3/4":V SEE STRUCTURAL DWG'S FOR
SPECIFIC DETAILS
COF>YZI(��]T WA A.D. LINDLEY TOLb0ZT INC. ALL ZIOT6 IZE 6ERVILD. NO PAP-T Of TflI-5 \V012-V- M4Y bl- 1-161-D. P_EPp_Or)UCu)' PI-)T1ZI5UTLP, P16PLAYLP 012- OTflI1P-A/I-A)I1 COMMUNICATED IN ANY fO1ZM 012- E5Y ANY MEAN-A) \VITLIOUT P12-1012- \VIZITTF-N CON6LNT Of LINDLEY TOLE5ERT PE61(�N. INC.
20'-4 3/4
PL. HT
S IN NOR=
HRIMP I
Concept Dedgn ConsuKants
-u C 1--�l
C R 0 N K AN
ARCHITEc ,rURE
5"x0" WOOD COLUMN
W1 CHAMFERED EDGES
AND APPLIED 5ASE
NOTE:
A FOUNPATION SURVEY
5/4" T46% EXTERIOR Dr=CKING
RUNNING PARALLEL Wl HOUSE SHALL BE PERFORMEP ANP
2xIO JOIST 6 16" O.C. A COPY OF THE SURVEY
W1 SCROLL END SHALL BE ON THE SITE
11'-4 3/4" FOR THE BUILI)INCi
2nd FLOOR
INSPECTOR'S USE PRIOR TO
T--I I I -T I I I
FRAMINCf INSPECTION.
ALTERNATIVELY, ALL
PROPERTY MARKERS SHALL
211 10'-0"
BE EXPOSEP ANP A STRINCi
(2) 2xI2 ISEAM STRETCHEF,) FROM MARKER
W/ SCROLL ENDS TO MARKER TO VERIFY
REQUIREP SETBACKS.
ALL THRED RUNNING THROUGH
FROM FOUNDATION TO ROOF 6E-1- PLAN-5
CAPP u6LIZ ip:
A
T,
WINDOW CASING GM-1 rl/2"GYP.BOARD 12" ROUND TUSCAN PIZINT PATU-:
R-113 IN6UL, "PERMACA5V COLUMN Fwednesday, December 03, 2014
PIZO-JLCT Pl-IA6L:
5,5U1-
PC-ZMlT 1,
1/16" OSE3 SHEATHING L WINDOW SILL
3/4"(2)COAT STUCCO
SYSTEM W1 SYNTHETIC FIN15H
00 C-M,U, "J" 5LOCK
00 C,M-U- "J" IBLOCK E51MINI 2
-l? 00 4" REiNF. coNa
00 DOOR CA&NG eGM-1) 1/2"GYP�BOARD SLAB (SEE STRUCTURAL
4" REINF. CONC.
00 111 INeUL, T - ._: I DWG�a) flouIIIIIIIIIII5�:
�,r SLA5 (SEE STRUCTURAL
00 D111G.5)
-44
THING
\ I I A rLA5 I Z
00
FINISH FL+
0'-4%
(DATUM)
ilir.11 Os13 15HEATPING I
J F-IN15H FL. r
I - -
DOOR TIRE�HOLD 3/4"(2)COAT (DATUM)
STUCCO
SYSTEM W1 SYNTHETIC FINISH
AJITZLIJ
11111V� -596 1ITfl
COMPACTED,
COMPACTED, TERMITE-TREATED I-aTic EkAcfl, fL
GRANULAR FILL.
TERM ITE-TREATED
52-255
GRANULAR FILL.
FOUNDATION
FOUNDATION SEE STRUCTURAL DWG'5
L SEE STRUCTURAL DWG'5
SECTION THROU6iH RAIL-IN6i POOR WINPOW -JAM13 PETAILS WALL SECTION FRONT PORCH
-3/411:1-1
ESE:E :S�TRU�CT SEE STRUCTURAL DWGS FOR DETAILS
46
COPY12-10T 2-014 AD. LINPLEY TOL51-IZT INC. ALL 12-1(�flT-5 NO PAP-T Of Tfll-5 \\/ORJc/- MAY 5C U-,)[-P, IZELP12-ODUCEP, PI-5T12-15UTF-P, PbPL4Y1-P 012- OTL]1JZ\\/I-'5E- COMMUNICATED IN ANY fOlZM OIZ E5Y ANY MLAN-,5 VITLIOUT PIZIO12- W12-ITTE-H CON-5E-NT Of LINPLEY TOLbF- P-T INC.
Concapt Dedgn ConsuKants
A�
C Fl
C R 0 N 'K �",
A R C H I TE C T U It E
NOTE:
A FOUNPATION SURVEY
SHALL BE PERFORMEP ANP
A COPY OF THE SURVEY
SHALL BE ON THE SITE
FOR THE BUILPINCi
INSPECTOR'S USE PRIOR TO
FRAMINCi INSPECTION.
ALTERNATIVELY, ALL
PROPERTY MARKERS SHALL
BE EXPOSEP ANP A STRINCi
STRETCHEI) FROM MARKER
TO MARKER TO VERIFY
REQUIREP SETBACKS.
V-LV16104
6C4LL:
6LL
C41)1) u6DZ
Pp-INT P4T[-:
Fwednesday, December 03, 2014
Pp-o-JLCT Pfl46L:
PCRMIT l,5,5U[-
E51MINI 2
PEI�(�OLA RAFTER ENP PETAIL
NF- W flomF-
'5TPF- LT
-596 10
.4-P-MTIC 15CACfl, fL
52255
PI-5PLAYC P OIZ OTfl[-P-\Vl-'.)[- COMMUNICATC-1) IN ANY fOI2-M OiZ E5Y ANY W-ANb \VlTflOUT PIZIOIZ W12-ITTI111 CON-')[-NT Of LINPLE Y TOL51-IZT P11-510, INC.
TE
Copyp-l(�flT 2014 AD. LINPLI-Y TOLbl-P-T PE-510, INC. ALL 12-10T-5 RE -'51-[Z\/E-P. NO PAP-T Of TA-5 \VOP-V- MAY 5L U-.)C-P, P-C-PIZODUCE R PlbTlZIbU -P,
Concept Dedgn ConsuKants
416
D 'u ,c Fi
�C R 0 N K "RM
ARCH ITECTU RE
14
NOTE:
- - - - - - -- - - - - - - - - - - - - - - - -- L- - - - - - - - - - -- - - - - - - - - - - -
- - - - - - - - - - - - - - -- -- L - - - - - - --
-k - - - - - - - - - - - ----7 A FOUNPATION SURVEY
SHALL BE PERFORMEP ANP
A COPY OF THE SURVEY
SHALL BE ON THE SITE
FOR THE BUILPINCi
INSPECTOR'S USE PRIOR TO
FRAMINCf INSPECTION.
ALTERNATIVELY, ALL
PROPERTY MARKERS SHALL
BE EXPOSEI) ANP A STRINCi
STRETCHED FROM MARKER
TO MARKER TO VERIFY
REQUIREP SETBACKS.
5CALL:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - 11-011
CAPP U6LP- IP:
TD
�ednesday, December 03, 2014
PP-O-JLCT P�JA6L:
A 5U[
IZMIT 1 .),
E51MINI 2
- - - - - - - - - - - - - - - - - - -
- - - - - - -- - - - - - - - - - - -
T
J
flou�5[.
PROPOSEP ROOF PLAN
596 10
ATLa-nc EkAca fL
52255
PZOPO�5LP
ZOOf PLAN
A 8
COPYV-I(��]T 2-oOAD. LINPLE-Y TOLE5E-P-T PCL-51(�N, INC. ALL 12-10T-5 P. NO PAP-T Of TdI-5 \\IOIZV- 44 Y 5E- U-511P, ZCLP�ZOPUCLP, P16TI2-15UTED; P16PLAYE-P 012- OULPWI61- COMMUNICATE I? IN ANY fOP-M OIZ 5Y ANY ME-AN6 \VlTflOUT 1`12-1012- W12-ITTIA CON,5E NT Of LINPLI-Y TOLbE-P-T INC.
COVERED PORCH
C G.- -
ELECTRIC POWER LEGEND
LIGHTING FIXTURE SCHEDULE
�POOOL ,�ATHqr-
FLOOR DUPLEX RECEPTACLE WF concept Dasign consukants
OA SURFACE MOUNTED LIGHT I I
NOTE .` DUPLEX RECEPTACLE C,
PENDANT LIGHT
SWITCHED DUPLEX RECEPTACLE BEDROOM 4
ALL ELECTRICAL WIRING TO 5E 0 C RECESSED DOWN LIGHT 4" C R 0 N K D c i-i
IN AC:C:ORlDANCE WITH 200& RECESSED WALL WASHER ABOVE COUNTER DUPLEX RECEPTACLE WPO A R C It I T E C T UR E
NEc. E INTERIOR SCONCE D
+ QUADRUPLEX RECEPTACLE C
9F EXTERIOR SCONCE
FROVIDE ARC-FAULT CIRCUIT SINGLE POLE SWITCH
G RECESSED -SHOWER LIGHT
INTERRUPTERS IN ALL 3 WAY SWITCH r'FI
T-3
5EDROOM5 FER ARTICLE CHANDELIER
L
4 WAY SWITCH raN I -----
210-12, $4 05� KITCHEN
FLUORESCENT CEILING LIGHT 9 ANGE
$cs DOOR SWITCH HOOD
@ CABLE TV
FLUORESCENT CEILING LIGHT C
G F I+
=L( UNDER COUNTER LIGHTING ELECTRIC PANEL NOTE:
04M CLOSET LIGHT (INCANDECENT) FT GARAGE DOOR OPENER
I------- A FOUNPATION SURVEY
EXTERIOR FLOOD LIGHT Q JUNCTION BOX SHALL BE PERFORMEP AN[)
V TELEPHONE
Zr- A COPY OF THE SURVEY
CEILING FAN DISPOSAL
SHALL BE ON THE SITE
x 42 42" ABOVE FLOOR FOR THE 13UILPINCf
220 220 VOLTS GF-I INSPECTOR'S USE PRIOR TO
CEILING FAN W1 LIGHT J- A- k> FRAMINC4 INSPECTION.
GFI GROUND FAULT INTERRUPTER EP ALTERNATIVELY, ALL
EXHAUST FAN WP WATER PROOF PROPERTY MARKERS SHALL
BE EXPOSEP ANI) A STRINCi
FAN/LiGPT & SMOKE / CAR50N MONOXIDE DETECTOR
T STRETCHEP FROM MARKER
D DIMMER
U CEILING HEATER DINING TO MARKER TO VERIFY
L71
HALOGEN COVE LIGHT METER WITH SHUTOFF 6 REQUIREF,) SETBACKS.
- V GHAN�LIER
5
(D W SMALL - RECESSED SIZE DISCONNECT swITCH 4
(HOCKEY PUCK) LIGHTS 3
GARAGE POOR SWITCH (PUSH5UTTON)
SECURITY SYSTEM TOUCH PAD STAIRS
T ID, L'L L
(D THERMOSTAT GARAGE ------------------------- -'-)CALL:
TELEPHONE = 1 1-011
CAPP U6LIZ IP:
PP-INT PAM
---------------V ------- -----------------------
-------------- --------- -------- cember 05, 2014
�:v I Friday, De
GREAT ROOM PIZOJLCT PLIA6L:
a Jl no --------------------------- PLI2,MIT 1,
o
----------------- ------- -----------------------------
E51MINI 2
------------------------------------
-----------/------- ----------
------------------
L j
F(bL,_ WP(
396 10 5TPU- T
A-I-L-mTic EkAca fL
COVERED PORCH
52255
flz�5T FLOOZ
ELF
FIRST FLOOR ELECTRICAL PLAN
1/411:1-1
COPY12-1(��JT 2014A.P. LINPLEY TOLE5QZT PC �514N, INC. 41-L P. NO P41ZT Of Tfll-A) \\1012-14- A-4Y E511 1-1-511P, 12-11PP-OPUCE-P. Pl-A)TI2-IE5UTLR 1?1�51`1-4YLP 012- OTflIlZ\\/I-')Il COMMUNIC4TED IN MY fOI2-M 012- E5Y MY MU-M-') \\/IT�JOUT PIZIO12- W12-ITTILN CON-'-)LNT Of LINPLILY TOL[5EI2-TX: -'5k;N- INC.
- -TO BE
DETERMINED
ELECTIRIC POWER: LEGEND C
BEDROOM #3
LIGHTING FIXTUFRE SCHEDULE FLOOR DUPLEX RECEPTACLE
OA SUIRFACE MOUNTED LIGHT DUPLEX RECEPTACLE Concept Dedgn ConsuKants
NOTE :- �>E� PENDANT LIGHT SWITCHED DUPLEX RECEPTACLE A
0 fRECESSED DOWN LIGHT 4" 41
'YIP _0 D -u �C !-I
ALL ELECTRICAL WIRING TO BE QD fRECE55ED WALL WASHER AE30VE COUNTER DUPLEX RECEPTACLE BEDR60M #2 �CRONK IN-
IN ACCORDANCE WITH 200a ARCHtTECTURE
INTEfRIOR SCONCE
QUADRUPLEX RECEPTACLE
NEC% =+
F EXTEfRIOR SCONCE \t--=
SINGLE POLE SWITCH A�>
PROVIDE ARC-FAULT CIRCUIT Or Q'R'
fRECE,5SED SHOWER LIGHT
3 WAY 5WIlCH
INTERRUPTERS IN ALL CHANDELIER 4 WAY 5WIl CH 24"COUNTER
BEDROOMS PER ARTICLE $4
210-12, FLUORESCENT CEILING LIGHT DOOIR SwIlGH
2@- ATTIC ACCESS
CABLE TV HALL
FLUO]IRESCENT CEILING LIGHT 0
H
UNDER COUNTER! LIGHTING ELECTRiC r-'ANEL
L
04M CL05ET LIGHT (INCANDECENT) Fl GAFRAGE D0Of;R OPENER 19 220 NOTE:
G) JUNCTION BOX
EXTERIOR FLOOD LIGHT 17 A FOUNI)ATION SURVEY
P V TELEPHONE 116 SHALL BE PERFORMEP AN[)
15 A COPY OF THE SURVEY
CEILING FAN (D DISPOSAL 14 SHALL BE ON THE SITE
42 42" ABOVE FLOOR 13 C C-0
220 220 VOLTS 12 FOR THE BUILX)INCi
R CEILING FAN W1 LIGHT INSPECTOR'S USE PRIOR TO
GFI GIROUND FAULT INTERRUPTER! . 10 MA6TER CLOSET FRAMINCi INSPECTION.
0 DOWNSTAIRS
NIS EXHAUST FAN WP WATER! PfROOF ALTERNATIVELY, ALL
FAN/LIGHT SMOKE / C4R5ON MONOXIDE DETECTOR! PROPERTY MARKERS SHALL
IDIT 13E EXPOSEP ANI) A STRINC4
0-1 F u CEILING HEATER! rl> DIMMER STRETCHEP FROM MARKER
HALOGEN COVE LIGHT F=l METER WIT�- SHUTOFF G TO MARKER TO VERIFY
V DISCONNECT SWITCH REQUIRE[) SETBACKS.
G w SMALL - RECESSED SIZE
(HOCKEY PUCK) LIGHTS
GARAGE DDOR SWITCH (PUSHBUTTON)
SECUfRITY EYSTEM TOUCH PAD
T P.
THERMOSTAT �MASTER BATH
I C&_ - — N
TELEPHONE 5CALL:
1/411 = 1 1-011
F 0 CAIX? U-151112- V:
E
C
x
7
9P) PP-INT PATE-:
[Friday, December 05, 2014
C: PI2_0_JLCT PflA61L:
PLZMIT 1,A),Y)L11-
MASTER BEDROOM
E51MINI 2
. ..........
DI P flou�5F-
WI-0 F-6
N�: \v flom[-
596 10 5TPLu-T
COVERED POf�CH
.4-rL-aw EkAca FL
52255
'5�: CONP fLOOZ
F- LECTZICAL
SECOND FLOOR ELECTRICAL PLAN
1/411:11
2
COPY12-1(��]T 2_oA A.P. LINPLE-Y TOL51-12-T PL_514N, INC. ALL 12-10T-5 I2-C--5UZ\/F P. NO PAP-T Of Tfll-') \\/O�� MAY 511 U-5ELP, 12-C-P12-ODUCED, PI-5TI2-I5UTIlP, PI-5PLAYED OP- OTfl[-P-\\/I-'5E- COMMUNICATE-[? IN ANY FOP-M 012- E5Y ANY ME-AH,5 \VITLIOUT P12-1012- \V12-ITTEN CON-')C-NT Of LINPLE-Y TOLE5E-P-T PE -510, INC.