371 8th ST - GARAGE DWGS (OLD)GENERAL NOTES
ALL -THREAD 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
0-20
EDITION, ACI, NDS, APA AND ASCE7-10.
-32.0
WALLS, UNLESS NOTED OTHERWISE ON PLANS.
-26.6
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
BE
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
50-100
COUNTED AS PART OF THE DESIGNATED O.C. SPACING.
-27.2
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.
20.8
BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS:
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR
A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS)
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS)
OTHERWISE ON THE PLANS.
C. PLACE CORNER RODS
D. PLACE ALL OTHER RODS.
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE
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
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT
SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AN
HIGH
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED
UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS.
ASSUMING 2000PSF 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,
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
6.
MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE:
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
6" -TYPICAL WALLS, MONOLITHIC FOOTING
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
7" - EXTERIOR WALLS, STEMWALL FOOTING
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
8" - MASONRY WALLS
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
7.
ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN
IN
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
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.
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 IS
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"
ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP.
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS.
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
OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS
3
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH = 1/2".
AND 5/S5 FOR STRAPPING ALTERNATIVES.
3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED
CONVENTIONAL
FRAMING NOTES
OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON
PRIOR TO POURING.
1.
ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP.
4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL,
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.
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE
FOOTING.
3.
ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS.
5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A,615.
4.
FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS.
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
THE
WHICHEVER IS GREATER_
RAFTER AND (5) 8d NAILS INTO THE TOP PLATE.
7. CORNER REINFORCEMENT- SHALL BE LAPPED 25".
6.
FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER
AND (5) 8d NAILS INTO THE SLEEPEt,
8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
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 CONCRETI_ NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY
8.
HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NA
LS.
REINFORCEMENT.
9.
FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY
BEAM,
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
COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PE
K.
10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF
STEMWALL WILL EXCEED SIX (6) COURSES IN HEIGHT.
11.
ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT
EACH
INTERSECTION OF SLEEPER AND EXISTING FRAMING.
11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF
STEMWALL MUST BE FILLED.
ROOF RAFTER
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING
DOUBLE ROOF RAFTER
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
RIDGE BEAM
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
(2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
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
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP
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
EPDXY
NOTES
TREATED.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
1.
ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND
OTHER
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR
EPDXY
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGIN
-ER.
7. DIMENSION LUMBER
2.
MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED
TO THE
7.1, ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
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
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
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
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
LENGTH PER THE DETAILS.
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL
IN
ACCORDAN;E WITH APPLICABLE SAFETY LAWS.
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW:
3.
ALL EPDXYAND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH
F 8,000
PSI AND TEUSILE STRENGTH OF 2,300 PSI.
8d = 0.131" x 2-1/2"
10d = 0.148" x 3"
4.
ALL HOLESSHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN
THE
12d = 0.148" x 3-1/4"
DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
16d = 0 162" x 3-1/2"
5. ALL HOLE SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN INSTALLATOW OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIALS SUCH AS
AND/OR THE FOOTING DETAILS SHEET. LAITANCE, I:UST, DIRT, AND OIL.
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 6. CONTRACT(R PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
MANUFACTLRER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE
YEAS EXP`THIS
LOAD TABLE PROJECT. j RNOTARIZED CERT FIIN THEOCATIONPES FROM THE MANUFACTU EROF EPDXY RELATEDR ATTEQSTINGUIRED IO THE
TRAINING STALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
ROOF: DO THE WOIK.
LIVE LOAD:
DEAD LOAD:
CEILING:
LIVE LOAD:
LIVE LOAD -STORAGE;
DEAD LOAD:
FLOOR:
LIVE LOAD:
DEAD LOAD:
DECK LIVE LOAD:
WIND LOADS:
WIND SPEED:
EXPOSURE:
20.0 PSF
7.0 PSF
10.0 PSF
30.0 PSF
5.0 PSF
COMPONENT AND CLADDING
40.0 PSF
10.0 PSF DESIGN PRESSURES
50.0 PSF
130 MPH
C
IMPORTANCE: 1.0
BUILDING CATEGORY: 11
ENCLOSED BUILDING:
INTERIOR PRESSURE
COEFFICIENT: 0.18
ROOF PITCH: MATCH EXISTING
EFFECTIVE
AREA, SF
END ZONES, PSF
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
24.4
-26.6
20-50
22.9
-28.8
22.9
-25.3
50-100
21.6
-27.2
21.6
-24.0
100-200
20.8
-24.4
20.8
1 -22.9
This document, together with the concepts and desigris 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 C sulfing, Inc., shall be without liability to Alexander Grace Consulting, Inc.
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This document, together with the concepts and design 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 Cssulting, Inc., shall be without liability to Alexander Grace Consulting, Inc.
FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
HEADER NOTATION IS:
--- NUMBER OF PLIES IN HEADER
( NUMBER OF KING STUDS
(2),2x6,2:1
— NUMBER OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER
SHEAR WALLS:
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
— SW -#1S# SHEARWALL LOCATION
SEE DETAILS FOR FASTENERS
�- SHEET NUMBER
DETAIL NUMBER
SHEAR WALL DESIGNATION
PORCH/GLULAM BEAM
O 1 -STORY THREADED ROD
Q 2 -STORY THREADED ROD
INDICATES GLAZING CLASSIFIED AS END ZONE.
EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE. SEE "COMPONENT AND CLADDING DESIGN
PRESSURES," ON COVER SHEET.
OVERIFY OR PLACE DOUBLE: STUD GROUP UNDER
q BEAM BEARING. FASTEN BEAM TO STUD GROUP
WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 10d NAILS IN ALL HOLES.
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN
B BEAM TO POST WITH (2) MSTA24. FASTEN POST TO
FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES.
OSHEATH PORCH BOTTOM CHORDS/CEILING JOISTS
C WITH 7/16" OSB FASTENED WITH 8d COMMON NAILS
AT 6" Q.C. ON EDGE, 12" O.C. IN FIELD.
OADD SECOND PLY OF 7/16" OSB TO GARAGE
RETURN. FASTEN WITH 10d NAILS AT 4" O.C. ON
EDGE, 8" O.C. IN FIELD. VERIFY ANCHOR BOLTS AT
CORNER AND AT GARAGE DOOR.
PLACE 4x4 POST UNDER BEAM BEARING. FASTEN
E ) BEAM TO POST WITH (2) MSTA24. FASTEN POST TO
�J POST BELOW WITH (2) MSTA24. USE 10d NAILS IN
ALL HOLES.
O2X LEDGER FASTENED TO TRUSS VERTICALS WITH
F (4) 1/4"X4" WOOD SCREWS PER INTERSECTION OF
LEDGER AND TRUSS VERTICAL. 2X MATCHES SIZE
OF DECK JOIST.
OPLACE 6X6 UNDER BEAM BEARING. FASTEN BEAM
TO STUD GROUP WITH (2) LCE4. FASTEN POST TO
FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES.
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Sheet No.
52. 0 1
3 OF 4
SPH WITH (10) 8d AT 24" O.C. IN
HEADER, MINIMUM (2) PER TOP PLATE TO GARAGE HEADER
- -- 7/16" OSB ROOF DECK FASTENED TO\^�� HEADER CONNECTION: SIMPSON SPH AT 24"
FRAMING WITH 8d RING SHANKS AT 6" O.C. EDGE OF ALL THREAD O.C. WITH (12) 10dX1-1/2" COMMONS. m c9
ON EDGE AND 12" O.C. IN FIELD. WASHER MUST BE WITHIN 3
OF THE HEADER KING STUD, EDGE OF ALL THREAD WASHER MUST ,� 3:TYP BOTH SIDES OF _ BE WITHIN 3" OF THE JACK/KING STUD, N >
TRUSS TO TOP PLATE WITH SDWC15600 OR OPENING. TYP BOTH SIDES OF OPENING. o 0
H2.5A FOR TRUSSES UP TO 600 LBS. NO.2 SYP HEADER, TYP. SEE GARAGE DOOR HEADER. SEE z
UPLIFT. USE (2)SDWC15600 OR (2) H2.5A PLANS FOR SIZE, PLIES, AND FRAMING PLANS FOR SIZE AND PLIES. z
WITH (10) 8d NAILS EACH FOR UPLIFTS NUMBER OF KINGS AND CRIPPLES. HEADER EXTENDS TO DOUBLE KING
LESS THAN 1200 LBS. ALTERNATE: FOR NO. 2 SYP HEADER, TYP. STUDS AT EDGE OF GARAGE.
TRUSSES UNDER 745# UPLIFT USE SEE PLANS FOR SIZE, PLIES, - CRIPPLES TO HEADER WITH E o
SIMPSON H8. AND NUMBER OF KINGS AND MSTA18 WITH (6) 10d IN HEADER, (2) MSTA24 FROM HEADER TO JACK .0
Z
CRIPPLES. (8) 10d IN CRIPPLE STUD. o a O
(2) 2X4 N0.2 SYP TOP PLATE FASTENED j _
WITH (2) ROWS 10d AT 16" O.C. � W W
STAGGERED. MINIMUM 24" LAP WITH (12) I �,
10d IN LAP.
KING STUDS & CRIPPLES: (6) -- KING STUDS & CRIPPLES: (6)16d
FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON 16d BETWEEN ADJACENT BETWEEN ADJACENT KING STUDS __- --- FASTEN ADJACENT STUDS W/ (2)
. O.C.
, EDGES12" IN FIELDKING STUDS AND CRIPPLES. " O.C.,
STAGGERED. FASTEq 7/16" OSB � AND CRIPPLES. ROWS 10d COMMON NAILS @ 8
j
I
" i EXTERIOR OF RETURNS & ABOVE
N
2X4 SPF STUDS AT 16 O.C. `-
-PLACE 1/2" ANCHOR BOLTS DOOR W/ 8d @ 3" O.C. ON EDGE, 12"
2X4 No.2 SYP BOTTOM PLATE FASTENED TO PER THE TYPICAL WALL f Z
2X4 No.2 SYP BAND BOARD WITH 10d NAILS O.C. IN FIELD. O Q
_ 2x4 SPF STUDS AT 16" O.C. Cf)
�
SECTION. - ALL CRIPPLES TO BEAM BELOW - (2) MSTAM24 FOR GARAGE HEADER j
AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. WITH MSTA30 WITH (16) 8d / JACKS. (9)10d NAILS, (5) 1/4"X2-1/4" w z°
3/4" PLYWOOD FLOOR DECKING FASTENED
TAPCONS INTO STEMWALL/MONO. IN of
TO TRUSSES WITH 8d NAILS AT 6" O.C. ON _ I I tLIEU OF MSTAM, IT IS ACCEPTABLE TO 2x4 NO. 2 SYP PT BOTTOM PLATE.
EDGE, 12" O.C. IN FIELD.
i ( USE AN EMBEDDED PA51 OR LTT20B. FASTEN TO BEAM BELOW 'WITH 16d
ZL_I° [ i
NAILS AT 6" O.C.
GARAGE SLAB
FLOOR TRUSS SYSTEM BY I
FLOOR TRUSS SYSTEM BY OTHERS. o .5 I OTHERS. SECOND FLOOR STUD TO
- BEAM BELOW. SEE PLAN AND
LAEMENT PLAN FOR ° U FINISH GRADE BEAM: MSTA24 AT 32" O.C.
I IPC + I j f=
�-
SIZE AND PLIES.
(2) 2x6 NO.2 SYP TOP PLATE FASTENED I I(=I! I=f i i �' i, i i= I I I \I I I
, III Ire II —f�I HIM B -lir=l�I— ��
WITH (2) ROWS 10d AT 16 O.C. f I III- III -I 1 II ! I -i I I I`i - (� I\i I !_� -s I=I I=I is SEE PLAN FOR LVL SIZE.
,.IhI�I-I��� lil+�.�th TYPICAL HEADER DETAIL - ON BEAM �Ii!I, : _ ;f�_��� �I1-III—III_II� �I�=�i� III_�I+ ISI= cn
STAGGERED. MINIMUM 24 LAP WITH (12) 3 - I -T9 (I !=C t I _I I I I i ;(� I. I E�- M
10d IN LAP. 1/2" = 1'-0" W N
CENTER LEFT AND RIGHT END SECTION O N j� BEAM 0 � ICN
- M
,$" ALL THREAD CONNECTORS. SEE 2 TYPICAL HEADER FRAMING DETAIL SECTION LJ
TYPICAL GARAGE OPENING DETAIL 314"=1'-0" _' o�c W
ALL -THREAD NOTES FOR INSTALLATION 1/2" = 1'-0" � _ �
LL
SPECIFICATIONS, SPACING AND `t
1/2" = V-0" ��Qrr�� Ef U
EMBEDMENT. NOTES m V
= W
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO U Q P m
ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP Q. ^
J U
PLATE. O M
2X4 SPF STUDS AT 16" O.C. Q
BEAM/LVL. SEE PLAN FOR SIZE J
— FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON /� AND PLIES. J 1
EDGES, 12" O.C. IN FIELD.
5/4 DECKING. FASTEN TO JOISTS Q j
WITH112-
(2) 3/16" DECK SCREWS.6X6 PT N0.2 SYP POST BELOW -- 6X6 PT NO.2 SYP POST BELOW
-- 2x6 SPF STUDS AT 16" O.C. 2X4 NO.2 SYP PT BOTTOMBEAMS. FASTEN BEAMS TO - BEAM. FASTEN BEAM TO POST
i
\ POST WITH LCE4, ALL HOLES WITH AC6, ALL HOLES FILLED
PLATE. FASTEN TO BEAM BELOW / FILLED WITH 16d NAILS. WITH 16d NAILS.
WITH 16d NAILS AT 6" O.C.
2x4 SPF STUDS AT 16" O.C. STUD
2x6 NO. 2 SYP PT BOTTOM PLATE. APPLY /' FASTENED TO TRUSS VERTICAL WITH 2x4 LATERAL AND DIAGONAL TRUSS 3/4" PLYWOOD FLOOR DECKING
1/2" ANCHOR BOLTS AT EACH SIDE OF , i MSTA24, (8) 10d NAILS IN STUD AND!� FASTENED TO TRUSSES WITH 8d BOTTOM PLATE SPLICES. TRUSS. BRACING AT 24" O.C.. FASTEN [ACh NAILS AT 6" O.C. ON EDGE, 12"
END WITH (3) 10d TOE -NAILS. O.C. IN FIELD. �� BEAM/LVL. SEE PLAN FOR SIZE
. BEAM/LVL. SEE PLAN FOR SIZE
77=I 3/4" PLYWOOD FLOOR DECKING �\ ` AND PLIES. AND PLIES.
!f - I i, SEE FOUNDATION PLAN FOR FOOTING FASTENED TO TRUSSES WITH 8d NAILS ,.- FLOOR TRUSSES BY OTHERS. TOP VIEW TOP VIEW
AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
I I I I _III SPECIFICATIONS.
I I i R SYSTEM AT 24" STEN TO LUS210, ALL HOLES FILLED WITH n N
I I -I I Ell I I f=) WALL BELOW WITH H2.5A, ALL HOLES T a, G
i=Li ly11 L -i l iy � ' 10d NAILS. o C� Q t� > c9
FILLED WITH 10d NAILS. FASTEN TRUSS o N
TO BEAM WITH (2) H2.5A. FLOOR TRUSS SYSTEM BY OTHI=RS. --- CL m
BEAM/LVL. SEE PLAN FOR SIZE m 0 '
2X12 LEDGER. FASTEN TO TRUSS - AND PLIES. o 1 0 a o f
TYPICAL TWO-STORY SECTION VERTICALS WITH (5) SDS25512
SCREWS EACH.
1/2"= 1'-0" PORCH BEAM. SEE PLAN. -- 2X6 PT NO.2 SYP PLATE. FASTEN
SEE WALL SECTION FOR DETAILS.TO U -BLOCK WITH 112"X8" BOLTS 1 `�----- BEAM/LVL. SEE PLAN FOR SIZE----- BEAM/LVL. SEE PLAN FOR SIZE
AT 48" O.C. AND PLIES. AND PLIES.
TYPICAL DECK DETAIL
WALL SECTION ON LVL BEAMt7'JRUSSBRACING AT WALL ~ n Q 6X6 PT N0.2 SYP POST BELOW 6X6 PT N0.2 SYP POST BELOW
1/2" = 1'N'r 3/4" = V -D" (� 3J4" = 1'-0" BEAM. FASTEN BEAMS TO BEAM. FASTEN BEAMS TO POST
2X6 RAFTERS AT 24" O.C. FASTEN TO BEAM POST WITH LCE4, ALL HOLES WITH AC6, ALL HOLES FILLED
FILLED WITH 10d NAILS. WITH 10d NAILS. W
WITH H2.5A.
(2) 2x6 DECK BEAM. FASTEN TO KORBEL 0
WITH H2.5A WITH ALL HOLES FILLED WITH
ELEVATION VIEW ELEVATION VIEW
MWWZONTAL BRACE. FASTEN TO BRACE 7
POST WITH (2) 1/4"X5" LAG SCREWS. L
4X4 BRACE POST. FASTEN TO DOUBLE STUD C O R N E R E L E VAT I O N ' SIDE
E L EVAT I O N
GROUP IN EXISTING WALL WITH (2) 1/4"X6" q3/4"=1'-0" 10 3/4"=1'-0"
LAG SCREWS AT 6" O.C. VERTICALLY.
WOOD -FRAMED WALL. ABOVE. SEE SECTION �-�-
1/S3.01.
I
4X4 DIAGONAL BRACE. FASTEN TO
VERTICAL AND HORIZONTAL BRACE POST
WITH 1/2" BOLT. COPE BRACE MEMBERS AS I
I
NEEDED TO HIDE BOLT. MINIMUM 2" OF 15l
Op N
WOOD TO REMAIN AS SHOWN. S3.01 C w cc
C6 LO CN
FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON
�~ EDGES, 12" O.C. IN FIELD. 5 m m
14 /- FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON "" c ° °
S3.01 EDGES, 12" O.C. IN FIELD.2X4 OUTLOOKERS AT 24" O.C. FASTEN o
LL LL
11 TO DORMER RAFTER WITH 12" 18ga a)
STRAP, (5) 10d NAILS IN OUTLOOKER,ORBEL DETAIL
3/4"=1'-0"
o
0 C14
(4) 10d NAILS IN RAFTER. 0 N M
/ (2) 2X8 DORMER RAFTER. RIPPED FOR (2) 2X8 DORMER RAFTER. RIPPED D U_U_ f
c u�
�- FIT AT RIDGE. FASTEN TO KNEE WALL FOR FIT. FASTEN TO STUDS BELOWCU
STUDS WITH MSTA12 AT 32" O.C. CUT WITH MSTA12 AT 32" O.C. �' a)
2X4 RAFTERS AT 24" O.C. FASTEN TO BEAM OVERHANG AS NEEDED. `t v
�`— 2X4 CONTINUOUS KNEE WALL TOP to M .9 0
WITH H2.5A. FASTEN TO LEDGER WITH A35. PLATE (NO SPLICE}
�_- FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON N CO ° N
EDGES, 12" O.C. IN FIELD.
(2x6 DECK BEAM. FASTEN TO KORBEL WITH ��- (2) 2x4 NO.2 SYP TOP PLATE - 2X4 KNEE WALL STUDS AT 16" O.C. o tea o
H2.5A WITH ALL HOLES FILLED WITH 10d FASTENED WITH (2) ROWS 10d AT 16" FASTEN EACH END WITH (2) 10d M 9
�.pcw•E
2X4 OUTLOOKERS AT 24" O.C. FASTEN
NAILS. O.C. STAGGERED. MINIMUM 24" LAP TOE -NAILS. TO DORMER RAFTER WITH 12" 18ga 'e":......°
2X6 LEDGER FASTENED TO STUDS WITH (2) 1/4"X4" WITH (12) 10d IN LAP. FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON STRAP, (5) 10d NAILS IN OUTLOOKER, � �� °p� CE S
WOOD SCREWS PER INTERSECTION EDGES, 12" O.C. IN FIELD. (4) 10d NAILS IN RAFTER.
2x4 SPF STUDS AT 16" O.C. FASTEN 2X4 BOTTOM PLATE. FASTEN TO �P 593
2�4
•• 4X4 HORIZONTAL BRACE. FASTEN TO WALL EACH END OF STUDS WITH H3, ALL GIRDER TOP CHORD WITH SDS25412 (2) 2X8 DORMER RAFTER. RIPPED e o
STUD WITH (3) 1/4"X4' WOOD SCREWS.
HOLES FILLED WITH 10d NAILS.O FOR FIT. FASTEN TO DOUBLE RAFTER
i i. Iti AT 12" O.C. STAGGERED. �E , � � i BELOW WITH MSTA12. °
WOOD -FRAMED WALL. VERIFY STUD !
. 2 SYP PT BOTTOM PLATE. (2) 2X8 DORMER RAFTER �� ���
2x4 NO
f °
I X I p FASTEN 7/16" OSB W/ 8d @ 6'r O.C. ON
LOCATED BEHIND BRACE. FASTEN TO BLOCKING WITH H3, ALL EDGES, 12" O.C. IN FIELD.
����
t HOLES FILLED WITH 10d NAILS. ;� j �� QL ®®®
4X4 DIAGONAL BRACE. FASTEN TO WALL as�trM
•� � ce ��o%gig-1s .sssz,
STUD WITH (3)1/4"X4" WOOD SCREWS. (2) 2X8 DORMER RAFTER
(2) 2X8 RAFTER UNDER DORMER
WALL. CUT OVERHANG AS NEEDED. LOW GARAGE RAFTERS Sheet No.
"'— LOW GARAGE RAFTERS
1
DORMER ECTION DORMER SECTION
2 KORBEL DETAIL DORMER SECTION
S3.01
3/4" = 1'-0" 1 � 1 � 1-1/2" = 1'-0" 1 � 1-1 /2" = 1'-0.r
s,
ROM
4 OF 4
This document, together with the concepts and cl,rdgns presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document witout written authorization by Alexander Graffi .onsuitlng, Inc., shall be without liability to Alexander Grace Consulting, Inc.
'2
Truss Spacing
Woods Residence Garage
Atlantic Beach, FL
U
16" O.C. Max
Total Truss Quantity = 24.
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MAP SHOWING SURVEY OF
WEST 16.70 FEET OF LOT 32, ALL OF LOT 34 AND EAST 16.70 FEET OF
LOT 36, BLOCK 10, PLAT NO. 1, SUBDIVISION "A", ATLANTIC BEACH,
ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 69,
OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
10 zo 40 I
i I
SCALE: 1" = 20' I I
FILE t'*i'O P
37 I LOT 35 I LOT 33 ( LOT 31 I LOT 29
I I I 1
I I I I
(83.31' FIELD)
FOUND 1/2" IRON
PIPE, NO CAP 83.40 1 0• FOUND 1/2" IRON
PIPE, NO CAP
33.30' 6' NCE .70 6' WOOD FENCb 50.0 N 16.7 M 6 CED 13:30'
FENCE 0.5
I Io.a' � r .r � .a'
I CONCRETE PAD—
AND
Q 7.4'
AND SHED T
o I SPA
Io
twi l
i ( 1 I
M I rK) POOL M I ro 04 �`
38 I LOT 36 EXCEPT F-I� I`_Io LOT 32 EXCEPT I LOT 30
THE EAST 16.70' 0 0 0 0 3 THE WEST 16.70'
1 I ml
I
I 1> I I
0.T 4' IRON I PAVER POOL DECK
—x—x 7.7'
_ w C] I 42.4' GA 33.2' I O w-01
I
Io LL. pr1 0 L-0
M 0 o Iw v I I Orn MI
I �t� z I I I M0) I
— a— I
I " I o I CONCRETE 2 STORY STUlI CO " I I
3 $ a' vENT N RESIDENCE -, I LL1
PIPE NUMBER 3-,l I >
1 ow
I I 1 I 3zl
0.4' I ieI Q W
!I 0. '
4' WOOD I I
Q
FENCE ATE >
42.3' 33.2' V1
wCONCRETE R 7.8
in
e0WCRE� o uj
z O 0
N Gil
9CD
C3 GAS ON3V QC9
0.3' o I o I /� awl
Dc> v C 0O..8' 1
_33.30' _ _ .70' 50.00' 16.70' _ _ 33.30_' 783.30' I w
SET 1/2" IRON CLEAN -Z POWER FOUND 1/2" IRON �1
PIPE, LB3672 OUT 83.40 POLE PIPE. ILLEGIBLE
(83.27' FIELD)
EIGHTH STREET
40' RIGHT OF WAY PAVED PUBLIC ROAD
NOTES:
1. THIS IS A BOUNDARY SURVEY.
NO BUILDING RESTRICTION LINES AS PER PLAT.
3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS:
A = 89'54'10"
B = 90'04'49"
C = 89'59'41"
D = 90'01'20"
NORTH PROTRACTED FROM PLAT.
E PROPERTY SHOWN HEREON APPEARS TO LIE IN
THIS SURVEY WAS MADE
FOR THE BENEFIT OF
FLOOD
ZONE 'Y' (AREA OUTSIDE THE 0.2% ANNUAL
JEREMY B. WOOD and JENNIFER
F. WOOD.
CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED
FROM
THE FLOOD INSURANCE RATE MAP NUMBER
1
031 CO409H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY,
FLORIDA.
"NO
VALID WITHOUT THE SIGNATURE AND
DONN W. BOATWRIGHT,
P.S.M.
THI
ORIGINAL RAISED SEAL OF A FLORIDA
FLORIDA UC. SURVEYOR
and MAPPER No. LS 3295
LIC
NSED SURVEYOR AND MAPPER."
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED
BY:
BOATWRIGHT LAND
SURVEYORS, INC.
DATE:
DRAWN
BY: PGP
MARCH 31 2015
SHEET 1 OF 1
FI
E: 2015-0356
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550