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BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED.
THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MAN NER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
Bosco AT 2158 MAYPORT ROAD Scott Snyder PROJECT CONTACT: SCALE: 1 20'-0" SECTION APPROVED: CHECKED BY: PAGE#:
LANTIC BEACH,FL.32233 Todd Bosco LETTER
Building Contractors,Inc. PHONE: 904-241-0320 440 Ocean Blvd. PHONE: 904-241-0320 DRAWN BY: T. DAVIS
COMMERCIAL AND RESIDENTIAL FAX: 904-241-0326 Atlantic Beach FAX: 904-241-0326 (1 PAGE
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BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED.
THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 1 20'-0" SECTION APPROVED: CHECKED BY: PAGE#:
mh Bosco ATLANTIC BEACH,FL.32233 Scott Snyder Todd Bosco LETTER
IQIP Building Contractors,Inc. PHONE: 904-241-0320 440 Ocean Blvd. PHONE: 904-241-0320 DRAWN BY: T.DAVIS
FAX: 904-241-03�6 Atlantic Beach FAX: 904-241-0326 PAGE
COMMERCIAL AND RESIDENTIAL todd@boscocustornho�nes.com Florida 32233 EMAIL:todd@boscocusturnhomes.com DATE: Thursday,September 18,2014 NUMBERS PAGETITLE: Construction Plan
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BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED.
THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN.
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BOSCO 2158 MAYPORT ROAD Scott Snyder PROJECT CONTACT: SCALE: 1" 20'-O't SECTION
ATLANTIC BEACH,FL.32233 Todd Bosco APPROVED: CHECKED BY: PAGE#:
Building Contractors,Inc. PHONE: 904-241-0320 440 Ocean Blvd. LETTER
I FAX: 904-241-0326 PHONE: 904-241-0320 DRAWN BY: T.DAVIS
COMMERCIAL AND RESID.ENTrAL Atlantic Beach FAX: 904-241-0326
todd@ftscocustomhomes.com Florida 32233 1 PAGE
EMAIL:tocld@boscocustomhomes.com DATE: Thursday,September 18,2014 NUMBERS PAGE TITLE: Construction Plan
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GENERALNOTES ALL-THREAD NOTES
11. 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
01
7'-81" 6'-0"
91-31"
EDITION,ACI, NDS,APA AND ASCE7-1 0. WALLS,UNLES S NOTED OTHERWISE ON PLANS. 2 2 4
00
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD U'SED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE co
N OVER THE WORK. COUNTED AS&RT OF THE DESIGNATED O.C.SPACING. 7
CODES AND AUTHORITIES HAVING JURISDICTIO 0
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THqEAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF 4
COMMENCING CONSTRUCTION. BEARING WAL�P. RECOMMENDED INSTALLATION SEQUENCE IS:
z
L:
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS)
IE
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) F =3 Z 0
C. PLACE CORNER RODS z 0 0
OTHERWISE ON THE PLANS. .0 P:
0
D. PLACE ALL OTHER RODS. B B B
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE C0 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 U-1 0
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH
C?
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT RUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. ��Voi
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, 7
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: C6
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
6"-TYPICAL WALLS, MONOLITHIC FOOTING L co
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING z
0
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS co
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY F----------------------- -------------------- ------- - -- 5; d
W Z
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN of
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPEO"TIVE DETAILS ON THIS SHEET.
TEMPORARY BRACINGISHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER VERIFY ALL DIMENSIONS IN FIELD
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. WITH ARCHITECTURAL PLANS.
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
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I. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 24"x24"xl 2" DEEP FOOTING L)
10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS
U-1
WITH (3)#5 BARS EACH WAY
ACCEPTAPLE TO DRILL THE THREADED RODS THROUGH THE HEADER Ab D FASTEN THE BOTTOM CV)
2. 6X6 W1.4 X WIA WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". g 0 M
OF THE'R"O' D WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 04
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". AND 5/S5 FOR STRAPPING ALTERNATIVES. OPTIONAL CAR LIFT FOOTINGS ARE Z N
24"x24"xl 6"DEEP FOOTING WITH(3)#5 Z CV)
3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED > _j
EPDXY NOTES BARS EACH WAY.VERIFY LOCATIONS _j LL
OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON WITH LIFT SPECIFICATIONS. 0
PRIOR TO POURING. 1. ANCHOR BOLTS, REINFORCING $TEEL, THREADED RODS, STAIR HANDRAIL$, AND OTHER M
Uj Z 0
EMBEDDED STtEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY < <
4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. LU LU
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% z 0 M
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 2. MANUFACTURERS DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 0
FOOTING. ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: W 1:1
_j C) Z
5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. :5
HILTI HY1 50,HILT! HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. D >_ F_
6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACT RER'S SPECIFICATIONS M z
WHICHEVER IS GREATER. AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 0 W
ACCORDANCE WITH APPLICABLE SAFETY LAWS,
7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 0
3. ALL EPDXY AND FPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000
8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 0
8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH PSI AND TENSILE 6'rRENGTH OF 2,300 PSI. 00
8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1'8" GREATER THAN THE
8.3. 1 irV FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY DIAMETER OF TH�STEEL MEMBER BEING INSTALLED.
REINFORCEMENT.
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE LAITANCE, DUST, DIRT,AND OIL.
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD.
04
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE >
10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF MANUF,ACTURE.R FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 00 2 (9
CL C�
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT.
YEARS EXPERIENCEtN.--.THE--VARIOUS JYPES OF,,EPDXY,�RELATED WORK REQUIRED -IN THIS
HrMM URE ESTING"TO THE'��"�""`_'-'
11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF PROJECT.
TRAINING §VALL BE SUBMITTED TO THE ENGINEERIARCHITECT ALONG WITH THE PROPOSAL TO
6TEMWALL MUST BE FILLED. DO THE WORK- VERIFY ALL DIMENSIONS IN FIELD
FRAMING NOTES WITH ARCHITECTURAL PLANS.
1 DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE,:ZO10 �FLORIDA BUILDING
z z
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
--- ---- ----
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. U)
Uj
I L
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
L---- F ---------- z
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER I 1 0 1
-I F
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. L---J 0 0
9 la _E
N Z
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE I
_j -----------------
TREATED.
_j
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 0
6'-5"-
1 V-4 z
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. EXISTING EDGE
OF FOUNDATION D
7. DIMENSION LUMBER z 0
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS SO.01 B SO.01
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 'I,�101 I C�) III LL
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH 11'-6a" 5'-111" 51 3 ___7e
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF 4 2
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND 23'-1
LENGTH PER THE DETAILS. J
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED d
BELOW: Cn r'.
W<
8d=0.131"x 2-112" 0-0
10d=0.148"x 3" '0"o
12d=0.148"x 3-1/4" 0 00
16d=0.162"x 3-1/2"
IM 0
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN u')
C:) CN
AND/OR THE FOOTING DETAILS SHEET. FOOTING AND SLAB POURED WITH 3000psi
CONCRETE WITH FIBERMESH. -0 '5 U_
(D a 0� _e
10. CONVENTIONAL FRAMING LUMBER IS2x No.2 SYP UNLESS NOTED OTHERWISE. I cc -6
FINISHED 2
GRADE 4�
LOAD TABLE A � d.. -
',t -2
co Irl- 0,
CD (0 C),
ROOF:
C) cc C�
LIVE LOAD: 20.0 PSF r I= 6 MIL VAPOR BARRIER OR EQUIVALENT
WATERPROOFING BETWEEN COMPACTED
DEAD LOAD: 7.0 PSF IN1
L' 71 r SUBBASE AND FOOTING/SLAB ....... ��9
CEILING:
LIVE LOAD: 10.0 PSF X 16"WITH (2)#5
30.0 PSF 932
LIVE LOAD-STORAGE: CD
DEAD LOAD: 5.0 PSF
COMPONENT AND CLADDING
FLOOR:
LIVE LOAD: 40-0 PSF f�-,�MONOLITHIC FOOTING SECTION
DEAD LOAD: 10.0 PSF DESIGN PRESSURES ':�5"3/ V-0"
DECK LIVE LOAD: 50.0 PSF
EFFECTIVE END ZONES, PSF INTERIOR ZONES, GEOFF 2-14 RE
WIND LOADS: AREA, SF 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 1 1 1 S0001
ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 -22.9
OF 4
Thisdocumant,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 withoiA written authorization byA.1axanderCAaceConsulting,Inc.,shall be without liability tDAlexander Grace consuifirg,Inc.
2X12 BLOCK BETWEEN
CANTILEVERED JOISTS. 2X12 JOISTS AT 16"O.C. FRAMING NOTES AND LEGEND
(2)2X6 1:2 TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO.
WITH BAND BOARD. r3 6, (2)2X6 1:2
r5 STUD MATERIAL: 2x No.2 SPF, UNO.
S2.01
'N S2 01 r3 X-0" HEADERS:
A S2.01 ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, Iz-
NO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X L: W
A N N (2)2X6 1:2 (2)2X6 1:2 (2)2X6 1:2 (2)2X6 1:2 3.5m) COMMON NAILS AT 12" ON CENTER. USE OSI3 SHIMS AS NECESSARY TO
Z) z
BALLOON FRAMED MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z 0 0
WALL THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. .0 1.- W
0) D-
EE
HEADER NOTATION IS: 0
2 BLOCK AT C0 W
W 0
MIDSPAN OF JOISTS. 12 'IL 0 V)
2.01 BALLOON FRAMED NUMBER OF PLIES IN HEADER co
— (2' 2X8 1:2 IeVi WALL NUMBER OF KING STUDS
V),2x6,2:1
NUMBER OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER
C0
----------- -—----------------- z
tf: t ---- 0
F——— ————————— —
-017 1 r— ———————————— ' SHEAR WALLS: co
N� I I > d
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE W Z
(2)2X10 1:2 D
D TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
D THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
7
NS�2Oel
2X8
6 WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
LL ARE NOTED ON THE PLAN.
�-01
U)
SW -#/S# SHEARWALL LOCATION
SEE DETAILS FOR FASTENERS 0
/P LLJ
SHEET NUMBER co
CY)
DETAIL NUMBER C14
F— Z C14
SHEAR WALL DESIGNATION Z W
r-L 0
LL
M
PORCH/GLULAM BEAM cn
z
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UJ Uj
INTERIOR BEARING WALL z C)
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1-STORY THREADED ROD 4 z
I L—— ————————— ——i L J L- -J L----J L-------------- F-
Cal z <
-- ------ ----------------- 2-STORY THREADED ROD U)
---------------
INDICATES GLAZING CLASSIFIED AS END ZONE. U)
ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR 0
rF ZONE.SEE"COMPONENT AND CLADDING DESIGN 00
PRESSURES,"ON COVER SHEET.
PLATE HEIGHT 17-9-12 VERIFY PLATE HEIGHTS WITH
ARCHITECTURAL PLANS AND
PLATE HEIGHT 19-9-0 FIELD CONDITIONS.
-a
>
20 C6
CL �i C�
ca
VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
STUDS EQUALS THAT OF BEAM PLY,�MIN 2 STUDS. FASTEN BEAM TO
STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 1 Od NAILS IN ALL HOLES. IF THREADED ROD IS
WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED.
L PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
WITH (2)MSTA24. FASTEN POST TO FOOTING WITH ABU66.USE 10d
F NAILS IN ALL HOLES.
-------- --- - -----
-------- -- - -- - 2x6 NO.2 SYP LEDGER
0 FASTEN TO EACH STUDrrRUSS VERTICAL WITH (3)114"X4"WOOD
SCREWS
0 FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4"WOOD z
------- SCREWS AT 116"O.C. 0
------- FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
WITH 1 Od NAILS AT 3"0.C.
F T`TOM CHORDS/CEILING JOISTS WITH 7/16"OSB
SHEATH PORCH BO
FASTENED WITH 8d COMMON NAILS AT 6"O.C. ON EDGE, 12"O.C. IN
FIELD.
HU28-2,ALL HOLES FILLED WITH 10d NAILS.
(2)2x6 SYP COLUMN FOR BEAM SUPPORT,FASTENED TOGETHER LL
-------------
WITH (1)ROW OF 8d NAILS AT 12"O.C. FASTEN BEAM TO COLUMN
WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER, (9)8d NAILS IN
COLUMN. FASTEN COLUMN TO HEADER WITH 18 GA STRAP WITH(9)
'TF 8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATEYHEADER.
co N
Lo
(2)2X6 1:1 G W
:3 ca ca
-�01
0 00
0 U-U-
STORAGE ROOM:
8-09-0 P.H. [2 0
�
C14
BALLOON FRAMED
2X6 JOISTS AT 16"O.C.WITH WALL-P.H.= 17-9-12 -0 :3 U-
VERIFY WITH CU
BAND BOARD. FASTEN EACH END VERIFY x a)
ARCHITECTURAL!
(2)2X10 1:2 WITH (3)1 Od TOE-NAILS. EXISTING -2
___--DECKED WITH 3/4"PLYWOOD,8d OR INSTALL co
C)
NAILS AT 6"O.C. ON EDGE, 12" (2)2X1 0 1:2 W
T- Cl)
CD CO 0
O.C. IN FIELD. 04
---------- - r3
T 0 .4
a CU C)
@
(3)2X1 2. INSTALL AT G
EXISTING ROOF SLOPE. C
N
2X6 JOISTS AT 16"O.C. FASTEN
-T EACH END WITH (3) 10d (2)2X6 1:1 .. ........
A TOE-NAILS.
----------
D 0-/ 7/
/ Y 1�3
C S �§2.01)
�-�(2)2X12.TOP OF Y 3 z
3
BEAM AT TOP OF
A �VERIFY EXISTING OR S2.01 (2)2X6 1:1,TYP ALL
kr-- SLOPED BEAM.
--GNP-- INSTALL(2)2X1 2 2:2 TOWER HEADERS (2)2X6 1:1 2)2X6 1:1
(2)2X8 1:2 (2)2X8 1:2
k
(2)2XI 0 n n n n n n
F 14- 41� 11- -11---1+- 4- 41-
5
(2)
/2 &�
(2)2X8 2X8 0'54 h
(2)2X8 Sheet No.
-�01 ffl S2�0j'
3
Ll- U U U U 1-1 U 0 Lj U
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T�L�EV�EL�FR�AM�IN G�f�� L A N 2 OF 4
This document together with the concepts and designs presented herein is intended only for the specific purpose and client ror which it was prepared. Reuse of and improper reliance on fts document without wdtton authcrkabort by PJaxander Grace consuitirv,Inc.,shall be without liability toAJexander Grace Consulting,Inc.
M �-Cf,
29
EL
rL
2X8 RIDGE BEAM
P,
W
——— —————————— ——
z
z
E Z 0
ALL ROOF FRAMING FRAMED WITH: D
z 0
1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 0 a. 0
0911
2X6 ROOF RAFTERS AT 16"O.C.
2X6 CEILING JOISTS AT 16"O.C. a
2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. ca W
W
2X10 HIP RIDGE BEAMS, UNO.
2X10 COMMON RIDGE BEAMS. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. D
2X8 SLEEPERS
2X4 OUTLOOKERS AT 24"O.C. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE-NAILS.
SEE CONVENTIONAL FRAMING,NOTES 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INTO THE C�
FOR FASTENING SPECIFICATIONS. 7
RAFTER AND(5)8d NAILS INTO THE TOP PLATE. Cn
W 0
6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER
I [L L 11LI'_ 11 11 1 1 1 1 1-3 — z
AND(5)8d NAILS INTO THE SLEEPER. 0
iiiiii lilt 111/111, 11111111ilullilill 11 111111/11111177
z
7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4)16d NAILS.
8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12)8dXI-1/2"NAILS.
U 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 1 Od NAILS IN VALLEY BEAM,
(11)INTO STUD BELOW.
77 U)
77 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF
COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK.
_Ti 77
11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH
J1 INTERSECTION OF SLEEPER AND EXISTING FRAMING. LU
cn
P,MIA 2= ce)
C14
LOW ROOF RAFTER Z C14
Z W ce)
FL- 0 C) > _j
RIDGE BEAM LL
W Z
-——————————- CEILING JOIST W
LU W
z 0 M
-——————————- W 0
HIGH ROOF RAFTER W C:' F-
C)
Z
KNEE WALL F
IM z
--------------- ------------ -- -------- ------
(2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED
---------------------------- -N----------
TOGETHER WITH (1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO
COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER, (9)8d NAILS IN
COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 0
WITH (9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATE/HEADER.
IM
fill
if Hli
C�
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C3 2 C�
CL ca
if
fill
----------------------- -------------------------------j I
--------------------I F 117--------------
H ii
------------------ r-- ---------- --
_11 L--------
r--------------- ---------I
Li Li 2"
HCP2. INSTALL PRIOR
TO WALL SHEATHING.
r---------------7 L-BRACE SCREW MAY
I I _rl A,:(I r
IT DRILL THROUGH HCP2
if (D
--------------4 1 0
IF NEEDED IN FIELD.
---------- z
i Ljr---------
ELEVATION VIEW
I IL
po�j
(2)2X6 TOP PLATE cli
c)
CO�D'
2" W63" 3" 4" a-
ca Co
TP
0
HIP RIDGE BEAM.SEE 0 LL LL
NOTES FOR SIZE.
12
HCP2. INSTALL PRIOR C14
Cf)
TO WALL SHEATHING.
U_
CU
P1/4 X 4 X V-0"X V-10" X a) Cj
(3)SDS25400 SCREWS,
L-SHAPED BRACE. 2
STAGGERED IN EACH TOP
C)
PLATE. DO NOT FASTEN
>
INTO END OF PLATE.
C) (0 0
04 co C!
C:) (a C)
M n 03
(2)2X6 TOP PLATE
00"
WALL SHEATHING.SEE
V/ v/.//0 C E
SECTIONS.
D1
CD
<
.19 32
PLAN VIEW
GEOFF E.5M
4,
1-_ -4-1 44 4 4+_
-14
1 91
H 11 11 _LL__jL---H__ H IL Sheet No.
!L--JL---11
U u U U U U U
S1 , 02
This document together with the concepts and designs presented heroin is intended only for the spacffic purpose and c1fient for which it was prepared. Reuse of and improper reliance on this document without writion authorkation by Alexander Grace Consulfing,Inc.,shall be without liability to Alexander Grace Corisulting,Inc. 3 OF 4
P
(L
(L
7/16"OSB ROOF DECK FASTENED TO EDGE OF ALL THREAD WASHER SPH WITH (10)8d AT 24"O.C. IN
FRAMING WITH 8d RING SHANKS AT 6"O.C. 7/16"OSB ROOF DECK FASTENED TO 7/16"OSI3 ROOF DECK FASTENED TO MUST BE WITHIN 3"OF THE HEADER HEADER, MINIMUM(2)PER HEADER
ON EDGE AND 12"O.C. IN FIELD. FRAMING WITH 8d RING SHANKS AT 6"O.C. FRAMING WITH 8d RING SHANKS AT 6"O.C. KING STUD,TYP BOTH SIDES OF
W
ON EDGE AND 12"O.C. IN FIELD. ON EDGE AND 12"O.C. IN FIELD. OPENING.
NO.2 SYP HEADER,TYP. SEE PLANS 7
SEE CONVENTIONAL FRAMING NOTES FOR 0
TRUSS TO TOP PLATE WITH SDWC1 5600 OR FOR SIZE, PLIES,AND NUMBER OF
RAFTER TO TOP PLATE FASTENING. SEE CONVENTIONAL FRAMING NOTES FOR M.
H2.5A FOR TRUSSES UP TO 600 LBS. KINGS AND CRIPPLES.
(2)2x4 NO.2 SYP TOP PLATE FASTENED RAFTER TO TOP PLATE FASTENING. z
UPLIFT. USE (2)SDWC 15600 OR(2)H2.5A
4�JL �_
WITH(10)8d NAILS EACH FOR UPLIFTS WITH (2)ROWS 1 Od AT 16"O.C. z
(2)2x4 NO.2 SYP TOP PLATE FASTENED NO.2 SYP HEADER,TYP. SEE W
LESS THAN 1200 LBS.ALTERNATE: FOR STAGGERED. MINIMUM 24'LAP WITH (12) 2
10d IN LAP. WITH (2) ROWS 10d AT 16"O.C. E
PLANS FOR SIZE, PLIES,AND 2
TRUSSES UNDER 745#UPLIFT USE Z 0
SIMPSON H8. STAGGERED. MINIMUM 24"LAP WITH (12) NUMBER OF KINGS AND CRIPPLES. F_ CRIPPLES TO HEADER WITH MSTA1 8 z 0 0
3/8"ALL THREAD CONNECTORS. SEE 10d IN LAP. WITH (6) 10d IN HEADER, (8) 10d IN M P W
0 a. 0
CRIPPLE - U_
(2)2x6 NO.2 SYP TOP PLATE FASTENED ALL-THREAD NOTES ON THIS SHEET FOR FASTEN TOP AND BOTTOM OF STUDS TO a
WITH (2)ROWS 10d AT 16"O.C. INSTALLATION SPECIFICATIONS,SPACING TOP AND BOTTOM PLATES WITH SIMPSON Cl) III
STAGGERED. MINIMUM 24" LAP WITH(12) AND EMBEDMENT W 0
SPH AT 32"O.C.
10d IN LAP. KING STUDS&CRIPPLES: (6)16d
FASTEN 7/16'OSI3 W/8d @ 6"O.C.ON FASTEN 7/16"OSB W/8d @ 6'O.C.ON FASTEN 7/16"OSI3 W/8d @ 6"O.C. ON BETWEEN ADJACENT KING STUDS
EDGES, 12"O.C. IN FIELD. EDGES, 12"O.C. IN FIELD. EDGES, 12"O.C. IN FIELD. AND CRIPPLES. KING STUDS&CRIPPLES: (6)16d
BETWEEN ADJACENT KING STUDS
2x4 SPF STUDS AT 16"O.C. AND CRIPPLES. C�
0)
2x4 SPF STUDS AT 16"O.C.SEE STUD PLACE 1/2"ANCHOR BOLTS PER Uj 0
2X4 No.2 SYP BOTTOM PLATE FASTENED TO TABLE ON FRAMING PLAN FOR STUD SIZES. THE TYPICAL WALL SECTION.
2X4 No.2 SYP BAND BOARD WITH 10d NAILS 2x4 SPF STUDS AT 16"O.C. z
0
AT 3" O.C. ON EDGE, 12"O.C. IN FIELD. 2x4 NO.2 SYP PT BOTTOM PLATE.APPLY ALL CRIPPLES AND KINGS TO BOTTOM FJ5
1/2"ANCHOR BOLTS AT EACH SIDE OF PLATE BELOW WITH SPH WITH (10)8d. > 0
3/4"PLYWOOD FLOOR DECKING FASTENED W z
BOTTOM PLATE SPLICES. xv
TO TRUSSES WITH 8d NAILS AT 6"O.C.ON —4 ,
EDGE, 12"O.C. IN FIELD. d 2x4 NO.2 SYP PT BOTTOM PLATE. FASTEN .... . .,. . .. .. �. . [� -, ,
FINISH A� TO BEAM BELOW WITH 16d NAILS AT 6"O.C.
FOOTING BELOW.SEE FOUNDATION
F-7 PLACE SPH BEFORE NAILING! 4
GRADE cO :::::::Fl r PLAN.
: 4
U)
115111- SEE FOUNDATION PLAN FOR FOOTING
SECOND FLOOR TO BEAM: MSTA24 AT 32" A
FLOOR TRUSS SYSTEM BY OTHERS. 11�= I G SPECIFICATIONS. W
111 IEI I I= El I JEJ I r O.C.WITH(26)10d NAILS. SUPPORT BEAM
2X FLOOR SYSTEM. FASTEN BOTTOM
AS SHOWN ON FRAMING PLANS. PLATE TO BAND BOARD WITH 15" 0
CS-16,9"ON BAND BOARD, 6"ON
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO BOTTOM PLATE. FILL ALL HOLES WITH 0 W
(2)2x6 NO.2 SYP TOP PLATE FASTENED ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP 10d NAILS.
:11 M I IEI I IEI I 1�1 I 1=1 I NOTES
VVALL SECTION ON LVL BEAM cr)
WITH (2)ROWS 1 Od AT 16"O.C. PLATE. co
STAGGERED. MINIMUM 24" LAP WITH(12) TYPICAL WALL SECTION 1/2"= C14
z 04
10d IN LAP. 1/2" V-0" z W
3/8"ALL THREAD CONNECTORS.SEE TYPICAL HEADER FRAMING DETAIL- 0 U_
ALL-THREAD NOTES FOR INSTALLATION 1/2"= V-0" :E
LU Z
SPECIFICATIONS, SPACING AND <
EMBEDMENT. W W
z
FASTEN 7/16"OSI3 W/8d @ 6"O.C. ON
W CD
EDGES, 12"O.C. IN FIELD.
z
BEAM/LVL.SEE PLAN FOR SIZE AND
NO.2 SYP DOUBLE TOP PLATE PLIES.
F-
BOTH WALL HEIGHTS (TYP). co z
2x4 SPF STUDS AT 16"O.C. 6X6 PT NO.2 SYP POST BELOW BEAMS. 6X6 FIT NO.2 SYP POST BELOW BEAM. 0 U)
FASTEN BEAMS TO POST WITH LCE4, FASTEN BEAM TO POST WITH AC6,ALL 0
EXISTING TOP PLATE AND WALL ALL HOLES FILLED WITH 16d NAILS. HOLES FILLED WITH 16d NAILS. U)
2x4 NO.2 SYP PT BOTTOM PLATE.APPLY FRAMING. —71___� 0
1/2"ANCHOR BOLTS AT EACH SIDE OF INSTALL BLOCKING BETWEEN I x I CIO
BOTTOM PLATE SPLICES. EXISTING HEADER FIRST TWO STUDS OF HIGHER v NJ
BLOCKINGS W/8d COMMON NAILS
_T PLATE. FASTEN OSI3 TO
BEAM/LVL.SEE PLAN FOR SIZE AND
IF BEAM/LVL.SEE PLAN FOR SIZE AND PLIES.
@ 3"O.C. PLIES.
RI FILL OPENINGS WITH 2X4 NO.2
SEE FOUNDATION PLAN FOR FOOTING SPF STUDS AT 16"O.C. FASTE14 TOP VIEW TOP VIEW
TO HEADERIFRAMING ABOVE (2)SPH WITH(8) ;S
SPECIFICATIONS.
AND BOTTOM PLATE BELOW 10d COMMON NAILS.
�19 ID
WITH (4) 10d TOE-NAILS. 3: >
C:
(9 _00 2 (9 ai C�
co
BEAM/LVL. SEE PLAN FOR SIZE AND
�WHERE DOORS/WINDOWS EXI 3T, SEE TYPICAL WALL SECTION FOR
PLIES.
TYPICAL TWO-STORY SECTION USE 2X4 BUCK. FASTEN EACH THE REST OF THE FRAMING
END WITH (4) 10d TOE-NAILS. SPECIFICA
1/211 19 TIONS.
A]
2X4 PT NO.2 SYP BOTTOM PLATE. R SIZE AND
BEAMILVL. SEE PLAN FQ BEAM/LVL. SEE PLAN FOR SIZE AND PLIES.
FASTEN TO EXISTING SLAB WITH PLIES.
1/4"TAPGONS AT 6"O.C. 6X6 PT NO.2 SYP POST BELOW BEAM.
6X6 PT NO.2 SYP POST BELOW BEAM.
FASTEN BEAMS TO POST WITH LCE4, FASTEN BEAMS TO POST WITH AC6,ALL
I> ALL HOLES FILLED WITH 10d NAILS.
HOLES FILLED WITH 10d NAILS. Uj
(D
_T11=1 I 1�� 1=1 I I=
ELEVATION VIEW
ELEVATION VIEW z
WALL FILL IN DETAIL PLATE HEIGHT CHANGE- !�9� E L�E V�A T�10�N
1/2-1 19-011 1/2" 11-0. 3/ _0
U_
WOOD-FRAMED WALL.
00 041
CNI IWO
PERGOLA BEAM. SEE ARCHITECTURAL PLANS FOR BEAM 0)N
SIZE. FASTEN TO KORBEL WITH H2.5A WITH ALL HOLES
C: W6
FILLED WITH 10d NAILS. 0-
(a cc
'0_0
2'-0"RAFTER r.,
0 00
4X4 HORIZONTAL BRACE. FASTEN TO VERTICAL BRACE SPACING, MAX. 0 U_U_
POST WITH(2)`114"X5"LAG SCREWS. SEE PLAN
7/16"OSB SHEATHING.SEE W/LL
LO
SECTIONS. C14
4X4 BRACE POST. FASTEN TO DOUBLE STUD GROUP IN MSTA18 AT 16"O.C.,CENTERED ON
I /1 -0 :3 U_
EXISTING WALL WITH (2)1/4"X6-LAG SCREWS AT 6"O.C. DOUBLE PLATE, STAGGERED ON C 1�_e
VERTICALLY. NOTCH POST AROUND LEDGER AT TOP. ALTERNATING FACES OF WALL. ICU -9 a
ca
FASTEN NOTCHED POST WITH(2)1/4"X5' LAG SCREWS 0 2
ROOF TRUSSES OR 6
THROUGH LEDGER AND INTO BAND BOARD. CONVENTIONAL FRAMING -E
CD V- C)
2x RAFTER.SEE CONVENTION L 0 OL TOP OF GARAGE WALL
FASTEN BRACE TO WALL WITH 16d 0 U) 0 .t
CD
FRAMING PLAN FOR SIZE AND SPACING. NAILS. 17-9-12 04 (0 12
4X6 DIAGONAL BRACE,CUT FOR ARC. LEAVE MINIMUM C 0
2X OUTLOOKERS AT 24"O.C. FIIISTEN TO M CO 0)
3 C:)
3.5"THICKNESS FOR STRENGTH. FASTEN TO VERTICAL
AND HORIZONTAL BRACE POST WITH 1/2"BOLT. COPE RAFTER AND WALL WITH(3) 10 d 2x4 No.2 SYP BLOCKING AT 1211 O.C. 1.10p WA
2- TOE-NAILS. A*N
BRACE MEMBERS AS NEEDED TO HIDE BOLT.MINIMUM FASTEN TO BOTTOM CHORD OF Z�� , $�
(2)2X4 NO.2X4 PLATE. SEE WALL 01 C
2"OF WOOD TO REMAIN AS SHOWN. TRUSSES WITH(3)10d NAILS. Z4 op,
SECTIONS.
WALL BRACING DETAIL- TOWER SPLICE DETAIL-
P3/ 3/4" 1�-O' 3/4"=
)K
3/ a N
Sheet No.
S2 , 01
This documenL 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 wriden authorkation byAlexandar Grace Consulting,Inc.,shall be without liability tDAlexander Grace Consulting,Inc. OF 4