582 COASTAL OAK LN -NEW HOME 2015 I
COPYWRITE 2015, MICHAEL SHERROD
FOR INQUIRIES: 904-303- 1313 `�,"111-ARM200 =11014 -"I , \ z %Y §,U44\'a,V
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Lot 6,600 sq ft
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Front Porch 136 sq ft
Rear Porch & Grilling Patio 327 sq ft
Service Court fill (pervious) 59 sq ft
Driveway 894 sq ft I
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_n impervious sq ft 4,026 sq ft . I
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Rear Porch & Grilling Patio 327 sq ft
Service Court fill (pervious) 59 sq ft
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GENERAL NOTES ALL-THREAD NOTES a. (9
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
EDITION,ACI, NDS,APA AND ASCE7-1 0. WALLS, UNLESS NOTED OTHERWISE ON PLANS.
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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 I AY BE >
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 9 W
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3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF <
COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: I
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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)
E Z 0
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B.PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) =1
z 0 0
OTHERWISE ON THE PLANS. C.PLACE CORNER RODS M P: W_
0 D_ 0
D.PLACE ALL OTHER RODS.
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE W
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY 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
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS.
ASSUMING 200OPSF SOIL CAPACITY.
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, C�
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: 9
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WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
6"-TYPICAL WALLS, MONOLITHIC FOOTING
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7"-EXTERIOR WALLS,STEMWALL FOOTING 0
CONCRETE NOTES 8"-MASONRY WALLS U)
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1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SH:)WN IN
2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8'.. THEIR RESPECTIVE DETAILS ON THIS SHEET.
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O.
3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATION 3, IT IS
OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW z
PRIOR TO POURING.
OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLAC:_:A 1/2"
4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP.
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95%
10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 0
ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM ce)
FOOTING. W c) c)
OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 C\1
C)
AND 5/S5 FOR STRAPPING ALTERNATIVES. z 00
5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. z F_
LD W z U_
6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24"
EPDXY NOTES 0 :f
WHICHEVER IS GREATER. 6 o
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER W
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7. CORNER REINFORCEMENT SHALL BE LAPPED 25". W
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY ca
8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; GROUT ONLY.WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. W 0
8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH ca F:
8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED 7-0 THE _j L) Z
8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: z W
REINFORCEMENT. 0 CQ Z F-
HILTI HY150, HILT[ HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL.
9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, F-
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFIC NTIONS 0 <
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 0
ACCORDANCE WITH APPLICABLE SAFETY LAWS. U)
10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 0
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT.
PSI AND TENSILE STRENGTH OF 2,300 PSI.
11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
STEMWALL MUST BE FILLED. DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
FRAMING NOTES 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
I. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL S CH AS
C�
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD LAITANCE, DUST, DIRT,AND OIL.
Coll
CONSTRUCTION.
3'. (9 (9 2 (9
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE a) CL
2 C- Q.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. MANUFACTUkER FURNISH ING-.,,THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 0 10
YEAR��PERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. , ALT ATE,4CONN� RE6.._----PR0,JECT. A�NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE
ACCEPTABLE PROVIDED EQUAL OR GREATE CAPACITIES ARE�Ad!IIEVED. CONTACT ENGINEER TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
DO THE WORK.
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE U)
TREATED. W
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 0
7. DIMENSION LUMBER z
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
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. W
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED z
BELOW: W
8d=0.131"x 2-1/2" (D
10d=0.148"x 3"
12d=0.148"x 3-1/4"
16d=0.162"x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
AND/OR THE FOOTING DETAILS SHEET.
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10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. U')CN
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LOAD TABLE
0 86
0 U_11-
ROOF:
LIVE LOAD: 20.0 PSF
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DEAD LOAD: 7.0 PSF tn
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CEILING:
LIVE LOAD: 10.0 PSF f
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LIVE LOAD-STORAGE: 30.0 PSF 2 a)
DEAD LOAD: 5.0 PSF < ro 10 -_
to P = C>
C) > OR
FLOOR: COMPONENT AND CLADDING 0 C -
C\I (D 0 't
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LIVE LOAD: 40-0 PSF It
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DEAD LOAD: 15.0 PSF DESIGN PRESSURES
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DECK LIVE LOAD: 50.0 PSF T4Myjvk-
EFFECTIVE INTERIOR ZONES
END ZONES, PSF
WIND LOADS: AREA, SF PSF
WIND SPEED: 130 MPH
0
IMPORTANCE: 1.0
11 20-50 22.9 -28.8 22.9 -25.3
BUILDING CATEGORY:
EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6
F
ENCLOSED BUILDING:
INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0
COEFFICIENT: 0.18
ROOF PITCH: MATCH EXISTING 100-200 20.8 20.87 -22.9
GE 28
04 -1
FILE COPY Shee
REVIEWED FOR CODE COMPUANCS,
I CITY OF ATLANTIC BEACH S0001
I SEE PERMITS FOR ADDITIONAL
fMQUIREMENTISAMOCONDITIONS
1 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. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability tDAlexandef Grace Consulting,Inc.
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DEFORMED BARS AT 48"O.C. FILL CELLS VERTICAL REINFORCEMENT TO BE#5
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ONE STORY: &8",b=1 6 (2)#4 BARS ONE STORY: d=8", b=1 6", (2)#4 BARS
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FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. to U)
STUD MATERIAL: 2x No.2 SPF, UNO. -1 7
C14 00
9 `�
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HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 0
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO F5
>
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE W Z Cq
(2)2X6 1:1 (2)2X6 1:1 2X6 OVERHANG THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
r2 AT 16"O.C.
< HEADER NOTATION IS:
co 00
V-01 0
P - - I r . F NUMBER OF PLIES IN HEADER
(2)2X6 1:1 7 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 NUMBER OF KING STUDS
(2)2X6 1:1 L
2x6 BEAM (2),2x6,2:1
'0G. F' R OVERHANG. (2)2X6 1:1 00
SIZE OF DIMENSIONAL LUMBER CY)
() W CY)
020 z () N
SHEAR WALLS: CY)
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z 'N
2 (2)2x6 1:1 (2)2X6 1:1 2 W z U_
U 12 TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC 0
S3.01 (§ — __0_ THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED 0
VS 3. 1,r 1 0
3.OV BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
W
E E ri ARE NOTED ON THE PLAN. D
1111 1 11 ill 11 ct
R
W L)
V.01 F_
�f— SW -#/S# SHEARWALL LOCATION U) co f=
(3)2X1 2 SEE DETAILS FOR FASTENERS z Z
B 0 W z
(2)2x10 CO
7 0* SHEET NUMBER
Al N 11
DETAIL NUMBER
2 2X10 3: SHEAR WALL DESIGNATION
(2)2xlo\, (2)2X6 1:1 0
(2)2x6 1:1 uc" PORCH/GLULAM BEAM
CA �j (2)2X10 3:2 (2)2X1 0 3:2
0
12A
E
A I- HIGH UPLIFT DESIGNATION.
(2)2x10 2:1
�,S3.01,F (2)2X8 ^3 ST-# DETAIL NUMBER
I% D ) �,-_=
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(2)2x6 1:1 (9 _00 (9
4r- SHEET NUMBER 3: -8 3: > �: `�
(2)2x10 v X (9 (9 2 (9
CL
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0 0 .<
3R TRUSS/BEAM LABEL
(2)2X8
(2)2xl 0 2:1 N, UPLIFT CONNECTION
A011
8
S3.01 INTERIOR BEARING WALL
U)
_3 1-STORY THREADED ROD z
F2)2x10
INDICATES GLAZING CLASSIFIED AS END ZONE.
(2)2x6 1:1 ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE.SEE"COMPONENT AND CLADDING DESIGN
7 PRESSURES,"ON COVER SHEET.
S3.01 2)-2910
�8 GABLE BRACING LOCATION.
7 Al
,,--2x6 RAFTERS AT 16"0.9. .01
11 FASTEN TO TRUSS TOP
(2)2x6 1.1
'NS3.OV S3.0 0
WALL BRACING LOCATION
(2)2x10 2:1 OG_
(2)2x6 1:1 VERIFY OR PLACE STUD GROUP UNDER BEAM/TRUSS BEARING.
(2)2 BEA B A NUMBER OF STUDS EQUALS THAT OF BEAM PLY,MIN 2 STUDS. co CNI
FOR OVERHANG. FASTEN BEAM TO STUD GROUP WITH (2)MSTA24. FASTEN STUD 04")
GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF LO N
(2)2x6 1:1 7 a **
(2)2x6 1:1 THREADED ROD IS WITHIN 12"OF BEARING,NO LTT20B IS REQUIRED. C III<
a.d
PLACE 6x6 POST UNDER BEAM BEARING.FASTEN BEAM TO POST W M
(2)2 1 6 1:1 (2)2x6 1:1 (2)2x6 1:1
B PER DETAIL NOTED ON PLAN. FASTEN POST TO FOOTING WITH 0 .2.2
(, D ABU66. USE 10d NAILS IN ALL HOLES. 0 U_IJ_
1,03.01 2X60VERHANG a)
AT 16"O.C.
2x6 NO.2 SYP LEDGER LO
(D �) C\l
C C14 C\l
FASTEN TO EACH STUD/TRUSS VERTICAL WITH(3) 1/4"X4"WOOD co
SCREWS 9 _j
=1 U_
FASTEN TO BAND BOARD WITH (3)ROWS OF 1/4"X4"WOOD U�z
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SCREWS AT 16"O.C. x t 2)
(1) 2 0
;Fc z5 co
SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSI3 U.) -2 a)
D FASTENED WITH 8d COMMON NAILS AT 6"O.C.ON EDGE, 12"O.C. IN T_ V) .5 Iq
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FIELD. C\I (0 C'i
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E HU26-3,ALL HOLES FILLED WITH 10d NAILS.
f:-�WALL PLAN
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93
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Sheet No.
S2 , 01
3 OF 4
authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc.
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 written
a.
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TOP PLATE TO GARAGE HEADER
CONNECTION:SIMPSON SPH AT 24"
O.C.WITH (12)10dX1-1/2"COMMONS.
LO
7/16"OSB ROOF DECK FASTENED TO EDGE OF ALL THREAD 0 W
FRAMING WITH 8d RING SHANKS AT 6"O.C. WASHER MUST BE WITHIN 3" EDGE OF ALL THREAD WASHER MUST TRUSSES OR 0
9 W
BE WITHIN 3"OF THE JACK/KING STUD, 2 0�
OF THE HEADER KING STUD, CONVENTIONAL FRAMING 1�
ON EDGE AND 12"O.C. IN FIELD. TYP BOTH SIDES OF OPENING. Lh 0
TYP BOTH SIDES OF <
GARAGE DOOR HEADER.SEE
OPENING. NAILS.
z
FRAMING PLANS FOR SIZE AND PLIES. W
TRUSS TO TOP PLATE CONNECTION: H2.5A HEADER EXTENDS TO DOUBLE KING 2X6 SCAB FOR OVERHANG. FASTEN 8
WITH (10)8d NAILS FOR UPLIFTS LESS TO TRUSS WITH (2)ROWS OF 10d .0
STUDS AT EDGE OF GARAGE. E 0
THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS NAILS AT 3"O.C.STAGGERED. 2x4 No.2 SYP BLOCKING AT 12"O.C. =1 z
NO.2 SYP HEADER,TYP. z 0
EACH FOR UPLIFTS LESS THAN 1200 LBS. FASTEN TO BOTTOM CHORD OF .0 j.-
0 0- 0
SEE PLANS FOR SIZE,PLIES, (2)MSTA24 FROM HEADER TO JACK TRUSSES WITH (3) 10d NAILS. -"j EE U_
(2)2x NO.2 SYP TOP PLATE FASTENED MBER OF KINGS AND STUD. SEE SECTION 1 FOR TOP PLATE, L)
WITH (2)ROWS 1 Od AT 16"O.C. CRIPPLES. ROOF AND WALL SHEATHING,STUD W
0 U)
STAGGERED. MINIMUM 24"LAP WITH(12) SPACING,AND TRUSS-TO-WALL WALL BRACING DETAIL
10d IN LAP, FASTENING SPECIFICATIONS. 3/4" V-011
%"ALL THREAD CONNECTORS.SEE KING STUDS&CRIPPLES: (6) FASTEN ADJACENT STUDS W/(2) to
ALL-THREAD NOTES FOR INSTALLATION 16d BETWEEN ADJACENT ROWS 10d COMMON NAILS @ 8"O.C., -1
SPECIFICATIONS, SPACING AND C14
KING STUDS AND CRIPPLES. STAGGERED. FASTEN 7/16"OSB TO OVERHANG DETAIL 9
EMBEDMENT. EXTERIOR OF RETURNS&ABOVE 3/411= V-01. W
DOOR W/8d @ 3"O.C.ON EDGE, 12"
FASTEN 7/16"OSB W/8d @ 6"O.C.ON
PLACE 1/2"ANCHOR BOLTS O.C. IN FIELD. 0
EDGES, 12"O.C. IN FIELD. PER THE TYPICAL WALL 6)
(2)MSTAM24 FOR GARAGE HEADER >
2x SPF STUDS AT 16"O.C. SECTION. JACKS.(9)10d NAILS, (5) 1/4"X2-1/4" W z
TAPCONS INTO STEMWALUMONO. IN
LIEU OF MSTAM, IT IS ACCEPTABLE TO ri k5
S3.01
2x NO.2 SYP PT BOTTOM PLATE.APPLY 1/2" USE AN EMBEDDED PA51 OR LTT20B.
ANCHOR BOLTS AT 6'O.C.WITH 6"MIN X
>
EMBEDMENT AT EACH SIDE OF BOTTOM
n I GARAGE SLAB
PLATE SPLICES. I> ------- k4 ""&, FASTEN 7/16"OSB W/8d @ 6"O.C.ON z
I> Ell EDGES, 12"O.C. IN FIELD.
00 FLOOR TRUSS SYSTEM BY
Al E-1 ME
S3.01
I> OTHERS. D rM FINISH GRADE
T
I 1=1 I I Q_
A I M I 1=
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it D
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=111 1 = = :- I -
SPECIFICATIONS. CY)
I I Ff-i�' Fi i i i=i i 1=1 1- - fli 1_=1 I 1=1 I 1=1 I E!I 1=1 I F M
- (2)2X8 DORMER RAFTER. RIPPED FOR C) Uj C%4
1_1 I 1=1 I IM I Ei I LEI 11 C)
F IT AT RIDGE. FASTEN TO KNEE WALL z
CENTER LEFT AND RIGHT END STUDS WITH MSTA12 AT 32"O.C.CUT 0 z F_
W Z LL
OVERHANG AS NEEDED. Z)
TYPICAL WALL SECTION TYPICAL HEADER FRAMING DETAIL III_ 0 0 1:
0 - 0 0
1/2" 11-01t U) 1: <
1/2" 1�-O" 1/2"= 1 1-0.1 TYPICAL GARAGE OPENING DETAIL (2)2x4 NO.2 SYP TOP PLATE W 0 111
NOTES FASTENED WITH (2)ROWS 10d AT 16" O� < ca
O.C.STAGGERED. MINIMUM 24"LAP W 0
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO WITH (12)110d IN LAP. _j co P
ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES,KINGS OR TOP z C) z
PLATE. W F- _j
2X4 SPF STUDS AT 16"O.C.FASTEN 0 Z F_
CO
BEAM/LVL. SEE PLAN FOR SIZE EACH END OF STUDS WITH H3,ALL 0
AND PLIES. HOLES FILLED WITH 10d NAILS. F-
7/16"OSB FASTENED TO FRAMING W/8d AT 4" 0 <
6X6 PT NO.2 SYP POST BELOW O.C.ON EDGE,8"O.C.IN FIELD. 2x4 NO.2 SYP FIT BOTTOM PLATE. U
BEAMS. FASTEN BEAMS TO FASTEN TO BLOCKING WITH H3,ALL U)
POST WITH LCE4,ALL HOLES SW I SEE TABLE BELOW FOR SHEAR HOLES FILLED WITH 10d NAILS. 0
FILLED WITH 16d NAILS. WALL HOLD DOWNS.SHEAR BLOCK SHEETING EDGES WITHIN 4"OF GABLE ca
JL WALL ANCHOR 3 TO BE WITHIN END.
------------- (2)2X8 RAFTER UNDER DORMER
3"OF DOUBLE STUD GROUP. 2X4 SYP OUTRIGGER AT 24"O.C.CLIP TO WALL. CUT OVERHANG AS NEEDED.
3"x3"SQ WASH�_R Kr TOP OF X X X BALLOON FRAMED TOP PALTE W/SIMPSON
THREADED ROD HOLD DOWN. -Z�
X H2.5 W/(8)8d COMMONS.
BEAM/LVL.SEE PLAN FOR SIZE
AND PLIES. BLOCK BETWEEN OUTLOOKERS.
7/16"OSB FASTENED TO
TOP VIEW GABLE TRUSS TOP CHORD 04
_0
C�
FRAMING W/8d AS SHOWN IN (9 0 a) 0
> 3:
2 (9 4
THE TABLE BELOW 2A No.2 SYP X-BRACE,SEE PLAN FOR 0- 45
01. (13
A LOCATIONS. EXTEND BACK 8'FROM GABLE. 1< 0
BEAM/LVL.SEE PLAN FOR SIZE ATTACH TO GABLE AND TRUSS VERTICALS W/
STUDS ARE (3) 16d. WHERE TRUSS VERTICALS DON'T
AND PLIES. HEADER KING, EXIST,APPLY 2X4 No.2 SYP VERTICALS WITH
ACCPETABLEP S SHEAR WALL
END STUDS (3)16d COMMONS AT EACH INTERSECTION OF
PROPOSED VERTICAL AND EXISTING TRUSS.
L-BRACE AS SPECIFIED BY TRUSS
I A I
BEAM/LVL.SEE PLAN FOR SIZE
AND PLIES. MANUFACTURER.
INSTALL DOUBLE STUD GROUP
AT EACH END OF SHEAR WALL. FASTEN LATERAL BRACE TO GABLE BOTTOM FASTEN 7/16"OSB W/8d @ 6"O.C.ON
6X6 PT NO.2 SYP POST BELOW FOR DOUBLE SHEAR WALLS, CHORD WITH (2)SIMPSON H2.5 WITH(8)8d. EDGES, 12"O.C. IN FIELD.
BEAM. FASTEN BEAMS TO USE(4)STUDS. STRAP GABLE TRUSS TO STUD WALL WITH 2X4 OUTLOOKERS AT 24"O.C. FASTEN W
POST WITH LCE4,ALL HOLES 1/2 ANCHOR BOLTS AT 24"O.C. SIMPSON MSTAI 2 WITH (10)1 Od AT 48"O.C. TO DORMER RAFTER WITH 12" 18ga 0
FILLED WITH 10d NAILS. STRAP, (5)10d NAILS IN OUTLOOKER,
(4)10d NAILS IN RAFTER.
BETWEEN SHEAR WALL ENDS. 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2)
EMBED 8"MINIMUM AND USE 3"
-A
SQUARE WASHERS. 16d THROUGH DIAGONAL BRACE INTO EACH (2)2X8 DORMER RAFTER.RIPPED
I> CEILING JOIST.
ELEVATION VIEW I> FOR FIT.FASTEN TO STUDS BELOW
WITH MSTA12 AT 32"O.C.
2X4 CONTINUOUS KNEE WALL TOP
q§)G PLATE(NO SPLICE)
f-��7CORNER ELEVATION- I I I ___7
3-14 V-01. J/ 2X4 KNEE WALL STUDS AT 16"O.C.
FASTEN EACH END WITH (2)10d
TOE-NAILS.
SHEARWALL SCHEDULE FASTEN 7/16"OSB W/8d @ 16"O.C.ON
SHEARWALL EDGE SPACING SHEARWALL ANCHOR SIZE EDGES, 12"O.C. IN FIELD.
DESIGNATION 8d NAILS ANCHOR AND EMBED
DEPTH 2X4 BOTTOM PLATE.FASTEN TO
GIRDER TOP CHORD WITH SDS25412 co C\1
6X6 PT NO.2 SYP POST BELOW SW 3"O.C. 1/2"ROD 1/2", 12"DEEP 0 N In
Cl)(0
BEAM. FASTEN BEAM TO POST AT 12"O.C.STAGGERED. G (D 1�
SW2 2"O.C. HDU8-SDS2.5 7/8", 12" L0
WITH ACIS,ALL HOLES FILLED it
(2)2X8 DORMER RAFTER W<
WITH 16d NAILS. (2)SW 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12"
U)
SW2 2"O.C. (2)HDU 11-SDS2.5 (2)7/8", 12' C:
A 6 6
U_U_
NOTES
BEAM/LVL. SEE PLAN FOR SIZE 1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. LOW GARAGE RAFTERS LO
C14
AND PLIES. 2X6 RAFTERS 2X6 RAFTERS (D C'4 0,11
2.5/16"HARD[-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF a) -2
.0 .5 _j
(2)2X4 TOP (2)2X4 TOP 11
TOP VIEW SHOWN ON THE FRAMING PLAN. S (n -
PLATE. PLATE. cu -10-
X 0
3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE Ca C'
2X4 STUDS AT 2X4 STUDS AT a)
FRAMING PLAN.SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW
LO -2 00
OPENINGS. 16"O.C. 16"O.C. Cl)
&1-_19� 0 V) 0
C\I N
It, 0
4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS.SEE M 0)
TABLE FOR EDGE SPACING. 2X8 LEDGER. (3)2X12 BEAM FASTEN 7/16"OSB W/8d @ 6'O.C.ON
EDGES, 12"O.C. IN FIELD. VVA
....YIV4
BEAWLVL.SEE PLAN FOR SIZE 2X4 OUTLOOKERS AT 24"O.C. FASTEN E
AND PLIES. SHEAR WALL ASSEMBLY DETAIL- 2X6 RAFTERS 2X6 RAFTERS TO DORMER RAFTER WITH 12" 18ga
9 1/2" 1.
STRAP, (5)10d NAILS IN OUTLOOKER,
93
(4)10d NAILS IN RAFTER.
6X6 FIT NO.2 SYP POST BELOW (2)2X4 TOP
PLATE. (2)2X8 DORMER RAFTER. RIPPED
BEAM.FASTEN BEAMS TO POST
WITH AC6,ALL HOLES FILLED FOR FIT. FASTEN TO DOUBLE RAFTER
BELOW WITH MSTA12. NA
WITH 10d NAILS. GEO ,tut 8
FASTEN 7/16"OSB W/8d @ 6"O.C.ON , -15
2X4 STubSAT '4W2
EDGES, 12"O.C. IN FIELD.
16"O.C.
ELEVATION VIEW (2)2X8 DORMER RAFTER Sheet No.
ELEVATION R3/ LOW GARAGE RAFTERS S3001
DORMER SECTION-
15 1-1/2"= 11-011 4 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. Reuse of and improper reliance on this document without written authorization by Alexar&-,r Grace Consulting,Inc.,shall be without Hability,to Alexander Grace Consulting,Inc.
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Key To Symbols Abbreviations Design Notes General Notes Index
Q)
1. These Plans are the property of Michael L Sherrod & are protected by Federal
DESIGN DEAD LOADS: Copyright Laws. Any use of the information contained herein beyond the AO.I Title Shea
Interior elevation symbol. The top arrow approximately int. interior one-time use authorized by a plan purchase, or any duplication, publication,
& and inv. invert Floors: sale or distribution of any part of these Plans without the prior written consent of
indicates Drawing i on Sheet A5.i, the right Michael L Sherrod represents a violation of Federal Laws subject to the
@ at JB junction box First Floor, Concrete prescribed penalties. ALI Site Plan
arrow indicates Drawing 2 on Sheet A5J, etc. # pound JBE joist bearing elevation Second Floor: (if applicable)The design floor dead load of 12 psf assumes a floor
10=1=771 fp six-panel it. joint system utilizing wood decking or wood subflooring over wood truss,wood I-joist, 2. No reproductions shall be made from these prints with out consent of the Owner
A ampere L struct iral angle or solid sawn lumber framing. if The floor covering is assumed to be carpet, vinyl, or Michael L Sherrod.
\vr AB anchor bolt lay. lavatory wood or ceramic tile. The Engineer shall be notified if the floor coverings differ A1.2 Landscape Plan
ACP acoustical ceiling panel LW lig itweight from the noted assumptions 3. It is the builder's responsibility to provide standard construction detailing &
Detail symbol. The detail this symbol is pointing practices which will provide a structurally sound 8L weatherproof finished product.
r,-9 adj. adjustable M mirror Roofs: The builder shall resolve any discrepancies or problems observed or perceived A1.3 Construction Site Plan
I�R.y to is shown on Drawing ig on Sheet ag.i. AFF above finished floor manuf manufacturer Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss)
AFG above finished grade max. maximum Concrete or Clay Tile: 15 psf prior to starting construction of such items.
r2 0_111�., Wall section symbol or small building alum. aluminum mech. mechanical Refer to Architectural Plans for Roof Covering System 4. It is the builder's responsibility to assure that all work is in strict accordance with A2.1 Floor Plan
B&B balled&burlapped. met. metal the latest edition of all applicable National, State, and Local Building Codes. It is
component section symbol. The section this the builder's responsibility to assure that all work is in strict accordance with the
BBE beam bearing elevation MH manhole DESIGN LIVE LOADS: latest edition of all applicable Construction Standards.
symbol is pointing to is shown on Drawing 20 on BCS baby changing station min. minimum Floors: A2.2 Roof Plan E
bel. board MO masonry opening 5. It is the builder's responsibility to assure that all manufactured articles, material, 0
Sheet Ag.i and equipment are applied, installed, connected, erected, used, cleaned, LL_
BG bottom of gutter MR moisture-resistant Exterior Balconies: 40 psf adjusted, operated and conditioned as directed by the manufacturers, unless A3.I Exterior Elevations
Building section symbol.The building section bldg. building mt. mount Exterior Decks: 40 psf herein specified to the contrary. Builder shall follow all instructions to sustain
this symbol is pointing to is shown on Drawing BM benchmark mult. multiple Stairs: 40 psf(or 300 lb point load) and preserve all expressed or implied warranties and guarantees.
P-9/ BP bearing plate N North Garages: 60 psf(or 2000 lb point load) Ln
21 on Sheet ag.i Btu British thermal unit N/A not applicable All Other Areas: 40 psf 6. It is the builder's responsibility to assure that all materials, equipment and A3.2 Exterior Elevations
components are new and of good quality.
C courses NIC not in contract Attics: 10
3 Revision indicator. The revisions noted in the CB catch basin NTS not to scale Without Storage: 10 psf 7. It is the builder's responsibility to check all plan dimensions &details for overall E2.I Electrical Plan U
CFH cubic feet per hour OA outside air With Limited Storage: 20 psf accuracy appropriate to the site &final selection of masonry, floor joists, lumber,
vicinity of this indicator are a part of Revision 3. CFM cubic feet per minute 0C c n center With Storage: 30 psf(fixed stair access) structural members, veneer, roofing, etc., all of which can create revised
Bubble around revised areas may or may not CG corner guard OD outside diameter Roofs: dimensions &details. For example, use of fabricated floor joists in lieu of standard
appear depending on nature of revision. ci control joint OP9. opening Less than 4:12 slope: 20 psf lumber could increase the floor-to-floor dimension & would require revised
CL centerline oz. ounce 4:12 slope or greater: 16 psf stairway dimensions &framing.
Spot elevation symbol. �4 CIg. ceiling ph. phase Square F66tage Calculations
8, Names of materials & manufacturers shown on these Plans do not represent any
CAlu concrete masonry unit PL plastic laminate DEFLECTION CRITERIA: endorsement or recommendation by Michael L Sherrod. Final selections of 0
Co clean-out(on plumbing plans) PSI pounds per square inch materials to be used are the responsibility of the homeowner and/or builder,
Break line. cased opening(on floor plans) PTD paper towel dispenser Walls: Brittle Finish (wind load): L/240 including, but not limited to proper installation of materials, nailing, gluing, U
caulking, insulating, flashing, roofing, weatherproofing &many other small items
Col. column pwd. )lywood Flexible Finish (wind load): L/120 &details not necessarily indicated on the Plans over which Michael L Sherrod, has Heated/Cooled 2,01.9 s(l ft E
Centerline. concrete PVC polyvinyl chloride no control or responsibility. Michael L Sherrod, shall not be held liable for any
cone. c
Floors: U
Conn. connection Q'.r quarry tile Live Load: L/480 errors, omissions, or deficiencies in any form by any party whatsoever. (U E
Center of column or other object or intersection const. construction R radius(on all except stair drawings) Total Load: L/240 9. All window, door and soffit assemblies shall be designed to withstand the design Undekl3cam 2,841 sq ft a) - 0
+ of axes. cont. continuous risers(on stair drawings) Increased floor stiffness may be required by floor covering manufacturer pressures indicated below and shall be installed in accordance with the co
CT ceramic tile RCP reinforced concrete pipe(on site plans) manufacturer's requirements.
CY cubic yards Reflected Ceiling Plan(on floor plans) Roofs: Garage 551 sq ft 73
(DA -Column centerline. This is column line A. dbl. double RD roof drain Live Load: L/240 10. SCOPE OF WORK: ALL NEW WORK CONSISTING OF ENCLOSED STRUCTURE & OPEN U -
ded. dedicated re: reference Total Load: L/180 PORCHES
DH double-hung rec. recessed Porches 383 sq fL 4-J V C
Slope indicator. Surface shown should slope �L) C .-
dia. diameter ref, re.:rigerator Rear Porch/Patilo 263 sq ft
down at a rate Of 4 in 12. diag. diagonal reinf, reinforced
DESIGN CRITERIA: Front Porch 121 sq ft
dim. dimension req'd. required —4-J 7
Library Room name. This room is named Library and is Building Classification: Residential Square footage I s measured froni exterior face of structural members,
disp. dispenser rm. room Building Type: Type V Construction <
107 Room Number iw. This room may be referred dn. down RO rough opening Exterior dimensions are taken fr�m exterior face of walls.
DS downspout R/W rigbt-ofmway Unless otherwise noted, project site considerations shall be the responsibility of Interior dimensions are taken from structural members (stud or block, not finished <a
surface.)
to as I07:Library. E East S South the owner and/or contractor, Examples of such items include, but shall not be
EA each S4S surfaced four sides limited to, determination of grade elevations, drainage features, and special
requirements associated with FEMA flood hazard and/or DEP zones.
EB emergency ballast SCD seat cover dispenser
EF exhaust fan sched. schedule
EIFS exterior insulation.&finish system SD smoke detector(on electrical plans) The contractor is responsible for the means and methods of construction. It is the M6difications
EJ expansion joint soap dispenser(on floor plans, contractor's sole responsibility to determine the procedure, sequence, and
EL emergency light enlarged plans&interior elevations) temporary bracing as to insure the safety of the building and its component parts
elev. elevation sect. section during construction.
eq. equal SF square feet The contractor shall verify all conditions and dimensions at the job site prior to A Site Plan dimensions
equip. equipment Sim. similar commencing work.
EW each way SL sidelite
EWC electric water cooler SNDi sanitary napkin disposal The contractor shall supply, locate, and build into the work all inserts, anchors, A Site Plan, Landcape Plan & Floor Plan HVAC pads
angles, plates, openings, sleeves, hangers, slab depressions, or other
exist. existing SND2 sanitary napkin dispenser components as may be required to attach and accommodate other work.
exp. expansion SP static pressure A Landeape Plan plants
ext. exterior sp. spaces It is the owner's and/or contractor's responsibility to obtain a soils exploration
FD floor drain Spec. sp�cificaticm report. The design of the project structure assumes an allowable soil bearing
FE fire extinguisher sq. square capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered
differ from the noted assumptions. All requirements for site preparation and soil
FEC fire extinguisher cabinet SS stainless steel(on details)
compaction specified in the soils report shall be followed unless more stringent Ln
FG finished grade storm sewer(on site plans) requirements are specified in these plans.
fin. finish std. standard
flush struct. structural
f1r. floor susp. Suspended 4-
0
fluor. fluorescent SV s iect vinyl
foot T tread
�4 ftg. footing top k bottom
FV field-verify 'r&G tongue&groove
GA gauge IF&P temperature&,pressure
galv. galvanized TC top of curb
GB gypsum board(on details&finish info) tel. telephone
grab bar(on floor plans& I'G tempered glass
interior elevations) thru through
general TOB to)of beam
gen.
GFCl ground-fault circuit interrupter 'l'OC top of curt)
YFD toilet tissue dispenser
GI galvanized iron REVISION"
H handicapped typ. typical
HC handicapped U&D utility�k drainage BP#
HD hand dryer UL U'roderwriters'LaI)oratories DATE S- i'lZ711. I
ill 0 2
bell. head V volt CL
SIONED
lidwd. hardwood VB vapor barrier
hollow metal VCP vitrified Clay pipe
0
horiz. horizontal VC'I' vinyl compnition tile
HP horsepower vert. vertical
E
HR handrail W West(on site plans) V)
ht. height watt(on electrical,plans) FILE UVPY S
HN[AC heating,ventilating& w/ with
air conditioning WC w Ater closet
ID inside diameter wd. wood
IE invert elevation WF wide flange -W 4.1
Q)
IG insulating glass WH. wi ter heater
in. inch WP waterproof A0e1
insul. insulation WWM welded,vire mesh
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Coastal Oak Lane
(A VARIABLE WIDTH RIGHT OF WAY)
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APPROXIMATE TOP OF BANK
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REVISION
BP#
P In d DATE
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SIGN
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Map based on Survey by Richard A. Miller & Associates, Inc.
Nov 25 2014
Lot 147 of Atlantic beach Country Club, Unit Two
as recorder in Plat Book 67, Pages 132, 133, 134, 135, 136 & 137 4.j
m A
of the current public records of Duval County, Florida
42
A/I . 1 1 =10' 12 Ala 1
SITE PLAN m
(U
Landscape Notes Landscape Material Key
I All planting beds which abut grass areas tire to be bordered w/4"steel edging.
2. Ttee and Shrub planting procedures are as follows:
a. Place plants minimum 24"from all building foundations.All plants should be place([far enough New vegetation-New items are generally shown bold.
away from buildings,walks and other site improvements to reach maturity without touching the <
buildings or interfering with the use of site improvements.Plant locations shown are approximate
only.Confirm layout w/Architect. -6
b. Phint pits shall be dug twice as wide and 50%deeper thari the size of cach plant bull.Fach pit shall be 0
backfilled with a loose laver of soil mixture as specified below so as to produce a proper setting level
Sodd
for the plant. ed area.See Specifications for species&other information.
U)
C. Soil for backfilling cacti pit sliall be a inixture of 2 parts topsoil to I part humus peat with I cup of %) 1
4-8-8 fertilizer per gallon of backfill material.
d. Form it saucer of soil around the plant after each plant has been placed and backfilled.Insert hose to
bottoin of pit mid water until pondin,occurs,thoroughly soaking root hall.
U
r-ft-Hr-W.W- Mulched area.Mulch shall be 4"minimum Plant bed mulch&
3. Irrigation: Lr)
limited to pine straw or pine bark mini-nuggets.
All landscape material installed on each home site shall be irrigated utilizing the reclaimed water
supply provided to each lot owner.No other source is acceptable.A fully automatic underground Lf
irri gaGon system with a cloc k and rain sensor and providi ng 100%ful I coverage for a]I planted areas Steel perimeter edging strip for planting beds.See Details. r-i
shall be provided by the owner.Owners tire responsible for coverage in all street right-of-ways and to @
the edge of water on lots with lakeside frontage. 00
4. Pop-up spray heads should be used inall shrub beds,rotors should irrigate turf areasand all large
planted material such as hardwoods,palms and treeform shrubs should have a I gpm bubbler located
within its root zone.
5. All piping shall be'purple pipe'indicating a reclaimed water source.No wells will be allowed on q)
individual lots.
6. Construction:
Hay balesand/or silt fencing should be used to prevent runoff during construction.Each Builder is
responsible for preventing or if necessary,repairing any sediment washed onto roadways,adjacent
properties,takes or environmental areas'Sitt fencing should he installed along the side and rear lot
lines immediatelyal'ter clearing,aid remain until final grading.
crimson barberry
l.iV( Oak (European Fan Palm Tre crimson bar
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Chamaerops humiTi_s__\_ Ah
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DATE 5-
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LANDSCAPE PLAN 0)
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Note: Idetails-o(the dooK or-witid.ow-are tA
Note:Details&type of the wilidow.are.not Wall Material Key
not shown here.I'lit-inteult.of this drawing
Floor Plan Notes shown here.'Flie intent of this drawing is
iiteri(;r trintwurk...
double top plate �)nly to illustrate interior triniwork.No 'is.only to illustrate i
cripples (1;' Nv.all as-dbtaged elgewhere(see'sclredul6_ ace rc <
,,q/ Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before xterior trim or wall finishes are shown s1;ecific,.iti6ns)
here. Consult Architect if there are any -6
ions at jobsite. iing this situation. 0 .0
continuing with construction. Builder shall verify all dimensions&conclit questions concert
exterior walls unles noted otherwise.
Dimensions shown are to centerline of interior walls or to outside face of stud or masonry on window(see details elsewhere) - - - - - - filter brick
2.
'N Budder shall establish finish floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table I /,,.,,x r nosing over 3/4"c0Ve______11-, Brown#289 cap mould Ln
> 3. quate clearance between finish grade&any wood construction. over skirt cut from ix6 — ix6 head casing 2_1
firebrick
masonry,etc.Builder shall also assure that there is ade is case, install door frame
4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casing is narrower than 3 1/2". In th
omit stud or liner to get the door closer to the adjacent wall. In cases where a door is shown approximately
with appropriate shim space against liner and stud. Do not in
v-i
in the center of a wall,locate door in the exact center of the wall. interior insulated wall(all exterior watts are to be insulated rA Ul)
above floor slab or deck at the first level&6'-1 D 1/2" above floor deck at the second level unless noted r--i
5. Window rough opening head height shaft generally be 6'-io 1/2" Adjust head heights slightly(less than 1 3/8") as required to course unless noted otherwise in Wall Sections) @
00
otherwise. See plans &exterior elevations for window alignments,window types&muntin patterns. ith surrounding brickwork. In no case
with masonry veneer,if any. Provide filter strip between window and masonry sill if required to allow the masonry sill to course w W
11(all exterior walls are to be 2x6
interior 2x6 wood stud wa
should brick be cut to either course with the head or the silt of a window or door.
6. Window sizes indicated on plans are generic sash sizes. wall as detailed elsewhere(see schedules, x4jamb casing wood stud walls unless noted otherwise in Wall Sections)
Wall StUds details&specifications)— >< door or window(see details elsexiiere)
(See W 1 7- Refer to plans&exterior elevations for window types.Coordinate operability of windows&direction of swing of casements w/homeowner.
paces such as closets&storage areas shall match the rooms they serve nless noted otherwise. wall finished both sides
Sectioi �for 8. Walls,ceilings&floors of ancillary s u
stud spacing) rd of utility meters on site to be away from public view and to minimize visual impact from any area of the site. Hold meters as low as possible to
1 9. Coordinate location
single bottom plate
M allow more effective screening. wall finished one side
double header(see Wood 0 per 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen,bath or other wet or
Header Schedule for header 0 10. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup
sizes&allowable spans) food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or immediately before installation ofwall finish in
stud uninsulated walls,Walls with exposed cavities do not need to be treated with boric acid.
liner Prefabricated fireplaces and flues shalt be UL approved and installed as per manufacturer's specifications and accepted construction practice. It is the builder's
responsibility to assure that all applicable codes regarding fire separation, use of materials & other fireplace criteria are met or exceeded. Builder shall coordinate flue
RE VEAL
4
height to match chimney height shown on elevations.
1Z. if gypsum board is used,install moisture-resistant gypsum board in restrooms&other rooms where water is pre ient. ----—-- 4
13. Builder shall coordinate all shelving&storage requirements with homeowner.
,s from finish wall to fixture on either side:
14. Center plumbing fixtures in space provided unless noted otherwise.Provide not less than the following ctearanc
Lavatory: 15"-Tbilet: 18". rVA�.
Insulation Schedule WINDOW SILLTRIm DETAIL CASING SECTION / ELEVATION
L 11 M
DOORFRAMING @ LOADBEARING WAL -011 t
vigrigr XA(all Sigo XA1n11 Ipcillato— Uiir, PQQf 1QQII12JjQQ __Q
tuds R-f f 2
ib U
-------------- Q
double top plate
cripples 44q
All heated areas of this building are to be insulated, whether shown or not shown in wall
sections. Unheated areas may be insulated. See wall sections for clarification of insulation
locations. Ceiling insulation thickness is based on exterior wall insulation thickness, not on
size of interior partitions. The Architect suggests spray foam insulation equal to Icynene, 85ll-0"
which seats drafts much better than fiberglass batts. 8�-2" 24�40"
0-0" — 50�-O" 10 1 l-6" 8V"
84" 74" 5�-2" Z-4"_ 6�- 8-0" 5�-6" Z-8" 6ll-2"
C
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Z A3.1 4�-6" A3.1
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40"high fence w1gate
7 E
wall stti Z
3 _ 0
(see W a
Sectio r [H VA]C '§ LL -V
L9 24x,8 DH 24x,8 DH 32x6q DH 32x6o DH
a ng) 24)4 H
stud sp, 32X6 0 DH 3Z 0 DH 8 op qe fixed 8 DH
2,,4
single bottom plate
double header(see Wood 74" 5�4'
Header Schedule for header hot water
QJ heater -0
sizes&allowable spans) It !?
N � 1� F bu e oove
stud
100,
liner
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single sill plate ever sill cripples(ali X-T
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w/head cripples above)
11 =��2A)
F Laundry :D
11 1 i
24x8O Q)
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I I - glass shower wall 32
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opening WIC ll 7/ stf ps., 4-J
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MasLer 4-d W,
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Jg Bedroom
Window Framing C& Loadbearing Wa
2-Car rage
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0 _V1 I 3ill-oll �-2
13-1 x 17-3 U
0.3,1"
—————--- ——— &-9" 0
10�-O -51, X-8"
0-11"
2 10V" 4�-X
54" 32x8O X-4" —————— 2
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lap top plates as shown&nail plates I to
L———————— pantry 2 a) - 0
together w/1.2 16d cc nails mi nimum io
C&splice ro� Coll' Cat L
beam above ref
SLorage
5— R
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KiLchen I � M
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Breakfiastj/
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dorrner above
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10'-4"
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Top Plate Splice
)ea'm above
2�10"
............
run bottom top plate of long wall contin- 5V" 0
uous @'r-ioint;lap top top plate of'['- C
wall as shown&attach to bottom top I (L)
2'-7"
I--------------- 3240
32M U
plate as shown w/4: 16d cc nails
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12"seat
linen X
low
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4
2.9"
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8141 2080 —
-2"
W 4 rio r opy
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=31 align face of cotunin&beam
0 DH hose above with extenor wall
32A 0 DH 32V bibb handrail w1beam abov
hose 32xf 0 DH 32x6 0 DH 24&6 OH
bibb
D FIEVISIOHM
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T� X-O" 4�0' 13p#
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344" DATE e'— I -Z Z_
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Top Plate Splice
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align rafters either side of ridge and provide Note:stack rafters over wall studs so that finished wall over exterior sheathing over tnera�P,idge Univent by AirVent Company(NO 2"CLEAR M NIMUM Note: This detail is g,exceptions)set w/solid bed of elastic rafter ridge straps at every raft-r to nieet or loads are closely transferred as shown. wall as detailed elsewhere irray not represent exact confijuiRations'of exceed all wind load reqUiren ents, and install hurricane clip to tie every rafter to metal base flashing shaped as shown this project. Its purpiQse�ls`,to illus�rate the .7
ceinent&screw-attached to roof deck U
Roof Plan Notes requirements of local authorit es double top plate and another clip to tie top installed w/continUOUS cleat so that there various components"Hiid thbirrelatioliships.'(hold roof deck,rocifing&felt back for plate to every strid;eligineer to are no exposed fasteners Confirril co 1(iQns&dimensibiis not 2"mininium clear air space "I ' ' ' ' <show] etai s.,1. Do not scale Drawings. Use only dimensions shown on drawings. If determine clip specification to ineet or a liere U sections'&IoHier�l fiberglass shingles(see Specs for size, type 1i exceed all wind load requirements,and Consult esigner if there are any.quo_ tions 0&exposure)over 30 lb roofing felt over dimensions are in question, the roofer shall be responsible for obtaining Rents of local authorities, but in no coppprii ng situation.,',fy roof decking over roof framing(see other all clarification before continuing with construction. Builder shall veri case sli ill clip be less than Sinipson ii8 Drawings&Specs) dimensions&conditions at jobsite.2. See Floor Plan for building dimensions. Q I3- Roof penetrations are permitted only in the areas (if noted). Route all vents, U
blocking to iu�tch S'�ud thickness 4 Iexhausts,flues&other penetrations to these areas&terminate as per code. above r6of sv'tla(;e for attachment of LO
sheathing&istep flashing I 0
4- The installation subcontractor shall be fully responsible for all roofing work. Ul)
coniposit�on shingles (se�specifications)5- All slopes are indicated on the Drawings. ,v/step 0astilng as shown rootin joints 2 111111hul.1111 as 9 t P 6. Paint all roof mounted accessories to match roof color selected by homeowner. shown) -)ve cc 7- All exhaust fan,vent, flue&stack openings are to be cut&sealed by builder.8. Roof vent terminals shall be 12' away from and 2' above any air intake, door or window, i8" away from any vertical wall extending above roof vent, and not below any roof eave,or as required by local codes. P RIDGE VENT DETAIL ON 11 FIBERGLASS ROOFING RID E STRAPPINGDETAIL RAFTER-WALL STRAPPING Roof to Wall Flashing Detail STEP FLASHING@ FRAME WALL
JJA2.211
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Note: Details of the door or Note: Details of the door or lign face of beam above with 1'-4
11 a 2
indow-are not shown4tere. f- flot-,hn n-he ffice of column
The intent of this drawing is gable vent
The intent ofthis drawing is V-3' 4 2M
only to illustrate exterior only to illustrate exterior
exposed rafters V)
-re are any questions
there are any questions '0
0
trimwork. Consult Architect if
trim-work. Consult Architect if U_l.........L
Use Simp�on Strong tie(or equ
enting-these co th ions.
ECC+Simpson Strong I ie
s detailed elsewhere (see elsewhere(see
wa a
HW Beam to Column Cap
schedules,details&specs) F L------
schedules,details&specs) ;IT
for anchoring corner bearn U)
door head flashing run up 6" ---window head flashing run up 6" to PT column vertical board&batten _�_j 1 2 1
and out over drip cap as shown and out over drip cap as shown lap siding
solid wood column ca
............... 1 1/2"quarter round—
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ix column w/6x6 PT inner post -A
411 - 0
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2x8
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rooffiashii I-
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V etal r)ofin�
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exp, 5ed n fters
9'_ "8"
91 w )d be im-
EAL PLATE HEIGHT LATE HEIGHT
nggg,
7
exposed rafters
I ST FLR9f3.E
-9 'I'i
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% 2x6 corner board
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use simpson strong tie to
-77
anchor PT6x6 into concrete
top
III,A110, ....... .
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11i I i wood window casing
x4
DoORHEAD & JAMB SECTION/ELEVATION 1 1-011 WINDow HEAD & JAMB COLtMN CAPITALDETAIL drip cap over base board
stucco covered foundation
x4 T�3
=Z,61e6Ee I E'.
ST FLOOR FIF on 4x4 corbels F__ IST FLOOR FF
Note: Details ofthe window&frame are ��'Np-g
g
general in nature and rilay not represent "PI"bM
exact configurations,as this may vary
'77-
between manufacturers. Consult Architect -7 2'0" 4'-10" 2�01 61-4' 6�4'
ifthere are any questions concerning this �0
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al
situation.
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window(see Window Schedule f'or type, M'
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size&design)
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IX4 casing over exterior sheathing
window jarnb over shim space as req a
igrgig,
REAR ELEVATION
over 2X4 stud
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flat casing cut from ix6 over 9P149
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ZEE 1M."511 NEI'
interior sheetrock finish
1�55
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vertical board&batten
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window(see Window Schedule foL�t 0,Z:
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size&design)
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7
ji brackets
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shingle siding
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32x6O DH 32x6O DH
2x8 band wldrlp cap -o
op
to i i of fia hing
-Vmetalroof
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7 WINDOW JAMF,',& SILL SECTION/ELEV. PLATE HEIGH. 0
11A3. 111 WINDOW MULLIONDETAIL WINDow EGRESS CALC
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fiers
exposed rq
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2,-R
wide x�10"tail
12
iNdie:-This detail is typical in nature,and is
wood be.jin "K,
'inteilded to outline the general procedur6s wood coUn r-� U
gs"
X-8" 2x6 corner board E
for flashing&j amb-wrappiiigg &
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A vie . ........ ro
windows.Opening sizes shown here are =shu is-L—_
purely schematic. See Floor Plans and/or % i o
r
Door&Window Schedules&Elevations R1 PINE,—
for sizes of openings.See Wall Sections for 2_20 7 FRUMP* co
lap siding
thickness of wall.
0,1'7777777777— t,
N dfip cap over base board
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Step 1: Extend sill flashing 6"ininimum wood cap stucco covered foundation
each side of opening or 2"past edge of shingle pedestal_- u =
ood - - - 4-J
concrete porch-------- ..........
jamb casings(if lar-er than 6")for w
z z z z z C:
openings&wrap up over sub-sill
_IST FLOOR FF
4-
Step 2: Extend 10 mil vinyljamb wrap
6"minimum each side of opening —4-d
ith GARAGE FLOOR
seal these locations thorouuhly w
exterior sealant FF <
cUtjamb wrap atangle as shown where.. 4�1' 4�11 5�-9' 5L9'
wrap ineets sill&extend over silt <
flashing as shown 25V'
Note: Vinyl jamb wrap is not shown on K
d
door&window details for clarity,but
MIR,
1/4"
B/A3. 1
ON
ELEVAT
should be installed on-,ill exterior 4
openings as shown here. 't
1!1� vONI
1::N1Rij11!
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Step 3: Install head flashing overjarab`
no 6"
flashina&extend head flashi
nummuni each side of opening------ -------
Note:Head flashing should be nin up
behind wall sheathinu whenever
possible.
scissor trusses as
permanufacturer
12
7
-6
Openin 'Flashing Detail o
12
9" `1
4
u
roof trusses as 12 0
permanufackirer 7 a)
12 LA
6 as __14
0
per manufacturer T
or Ws 9 24'OC wl2xlO ridge boa 0 a)
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91-1 1 — 1 91-1 1/8"
PLATE HEIGHt"'
PLATE HEIGHT PLATE.......
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beam ......... 4x8 0-0" X
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bra c el fro T2
brac)et from 4xB
4�-O" m 4x8
door header A Den/ 0
door header Bedroom 3 Dining LaUndry
Bedroom 4
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2x10 sill
2x10 sill
on 8'stem wall on 8'stem wa 1ST FLOORIF
1 ST FLOOR FFOL I ST FLOOR FFd-, I U FF
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slope -go
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E/A3. 1 A 1/4"=V D/A3. 1 1/4"=V C/A3. 1 MAIN HOUSE-1 SECTION 11411=1 ,
GARAGE S]ICTION GARAGE SECTION
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roofing 2
S IDINGNOTES TRIMWORKNOTES ELEVATIONNOTES
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1. Exterior siding shall be flardi-Plank or homeowner-approved equal installed as i. All finish work slialt be executed by trained journeymen and shall be filled, 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions
per manufacturer's instrUCdOnS. sanded smooth and ready for finishes. Trim materials should be tempered to are in question, the builder shall be responsible for obtaining clarification before (n
2. Siding design sliall be selected by homeowner. ambient project conditions. All finish lumber, trim, moldings& rnillwork shall continuing with construction. Builder shall verify all diiiiensioiis& conditions at
3- Surface texture shall be sinooth. have a moisture content Of'I2%or better. jobsite. U
6
2. L,xterior fascia sliall be backprinied 2X finger-joint redwood screwed oc corners 2. Finished grade lines shown are approximate. Verify that finished grade slopes
(see Drawings for widths). away from building for at least 48" outside building perimeter. Builder sliall CD
N Ln
3- L'xterior soffits sliall be backprimed i x finger-joint redwood up to L i" in width establish finish floor elevation in consultation with homeowner. Builder sliall r-A
or shall be 1/2" smooth factory-prinied exterior liardboard if greater than ii" take into account design intent, including nuiriber of steps, water table masonry, @
wide (see Drawings for widths). etc. Builder sliall also assure that there is adequate clearance between finish grade
Fxterior cortierboards & casing shall be backprimed 2X finger-joint redwood &-.my wood coristruction.
(see Drawings for widths). 3. See details for exterior materials riot shown here.
4- Gutters cS, downspouts may not be shown for clarity. Homeowner may elect to
use rain diverters over doors & walkways in lieu Of'gUtters. The Designer Rafter cut as shown-
suggests ornitting gutters if there are any trees in the general vicinity of'the
house since stopped-up gutters overflow, eventually rotting eave trim.
SEALANTNOTES Properly-plarined French drains in the ground below eaves can carry water
Successfully away from the house. If gutters & downspouts are used, locate to
allow drainage to flow away froin. house, adjacent structures & property line.
Use materials appropriate to the application for maximum life and OptiluLlin. Locate downspouts in rion-visually-offerisive locations Do not locate
appearance. All joints should be sound, clean, dry & free of contaminants. downspouts on front face Of house unless shown. The Architect suggests the use
Caulking or sealant should be applied in accordance with spec data sheets and of traditional half-round gutters ,,, round downspouts should the homeowner ix4 pt&painted eav4 backer
manufacturer's specific recommendations. Colors shall be selected by elect to install gutters& doWlISPOLItS.
hoineowner ftorn. manufacturer's standard colors. Caulking or sealant shall be
installed so that finish surface is smooth, even®ular. 5- All COILIUMS shown shall be Architectural Grade. This grade includes
2. Caulking shall be installed at interior dry joints between dissimilar materials as correctly-proportioned base& capital details&proper entasis (taper).
required. 6. Shutters shall be sized to match actual window openings. Mount with hinges&
hold in place with shutter dogs located at bottom rail as shown. It is better to use
3- Sealant sliall be installed at exterior or damp interior joints between dissimilar no shutters at all than to use the common fake screwed-on type, which are RAFTERDETAM
Materials as required. Prime all substrates w/primer as recommended by technically known as Screw-On Do-Nothings, since they do not shut. To be a
inantif'acturer of sealant. Apply sealant fro1IL the bottoin tip. Apply sealant when Shutter, they must shut.
joint is approximately lialf-way between design extremes. Use flexible operi-cell
polyurethane foarn backer rods at all butt joints to create a sealant joint no U
thicker than i/L� the width of the joint, but in no cases thinner than 1/8" or
dlicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the
oint.
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4:24x?4 fixed ridge vent
la 41
shingle roofing
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ridge cap 1A
5-Vm
etalfooring
0 P_-�
C6
exposed rafters
2-0" 21-0..
-0"OC (TYP) 0
lapsiaing
7 77777 ———————
PLATE:HEIGHT 0
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wood window,
casing
exposed rafters
7* 7,j 7�97 F"';'11115,,�
_7 2x6 corner board
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to
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8' 71--1
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7777� Y
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24 MfF—,W4x48 opi ique fixed
2,548 W5 48 DH &
drip cap over base board
Z
32:x80 0
4
0 00', stucco covered foundation
A,,4,
3 C:
I ST FLOOR FFd-\ ro
W
?ver as�.oa
EIEE arro cafi -b 'b rd
`—�stlkco&o vered
uddatiQa 2
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BL2' 10�6' 6�-2' Z-4 8�6' 5�2' 7�4' 74"
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11411=1 1
A/A3.2 SIDE ELEVATION
fidge vent a)
om I min 1 0 M IRE
41! shingle roofing
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4:2424 fIxed
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10'-41'
0
ridge cap
5-Vfnetal roofing
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12 t;
9W 12 7
5-V metal roofing-
3 BEGIN RAFTERS ATMIDPOINT TO CENTER OVER BRACKET a)
91-1 1/8',"16,
CL
exposed rafters x� - —�7 7 - —-
-7
PLATE HEIGI X
--- -------- --- --- --- ---- --------------------------- ------ ---- 0C (TYP pi�al i�al OC (TYP)
6x6 beam
exposedrafters . ......... exposed rafters
--------------_-_--------------------------------
611N_1�1_'41S i-1,111,111 W 11�1717 I
------------- --- -----------
corner oar
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WOO 00101"a-a-—
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wood bed fin I 1 77 7-.....Uo q;,
- - --- --- --
------ ---------- woodbracket
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111 9j IN Z 10`91�311 SEE 1 11, 7 1
iWal
screen---------' 3.1
_-710 I, �7_ti
011
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BEEN
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drip cap over base board
a.
W 5'WICIP wide 9'wide
cap WNW vs/"M wqod C�p
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ISTFLOORFF I ST FLOOR FF Aid-,
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B/A3.2 SIDE ELEVATION 1/4"=1
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Note:All cover plates shall be jumbo size. 3"
See details for size of casing for each room. - Electrical Plan Key
ft shall be the electrical contractor's
responsibility to coordinate casing sizes with < (n
other trades. Ceiling fan.See schedule for indication of whether fan Exposed strip fluorescent ceiling light. i5a 125V 3 wire single pole w/ground duplex wall outlet equal
thermostat(where applicable) to Hubbell#5252. 0
includes lights.
0
switch(see plans for type) (D
door casing
Recessed or surface compact fluorescent bulb light. 15a 125v duplex GFCl wall outlet equal to Leviton fu
0- -6599i- U
#8ot
New doorbell button.New items are generally shown bold as
Adjustable eyeball recessed compact fluorescent bulb light. 2oa 125v3 wire single pole w round duplex wall outlet equal C)
Lr)
indicated here. to Hubbell#5362 served by edicated 2oa circuit.
Doorbell chimes.(Install transformer in closest available concealed
accessible space.) Wall-washer recessed compact fluorescent bulb light. Split-wired 15a 125v duplex wall outlet.
ry)
Combination Carbon Dioxide&Smoke detector(120V w/battery
backup). Large pendant ceiling fixture. 15a 125v 3 wire single pole w/ground duplex floor outlet in
[IN flush brass floor box.
Empty wall box for computer or telephone w/3/4"conduit&pull
string to above ceiling or to other accessible space. 15a 125-277v single pole switch equal to Hubbell#120 1.
Telephone wall jack.
Small pendant ceiling fixture.
�3 15a 125-277v 3-way switch equal to Hubbell#1203.
bWall fixture. �4 15a 125-277v 4-waY switch equal to Hubbell#1203.
SWITci-i LoCAT10NDIAGRAM �D 15a 125-277v dimmer switch.
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Fan light WP
combo combo ........... 42
42
3�
WP -0
.......................... ............................... ...................-
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provide service
a required
s
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41
switch to
fan&light
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combo
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switch to
an&light
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switch to combo
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fan&light switch
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fan i
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ELECTRICAL PLAN
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