HomeMy WebLinkAbout160 Bolvia CtRai
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 10 .. _3-1 b Documented Construction Value: $ q 7-;
' Historic District: Yes ❑ No P3
Job Address: /lea t � �✓//}� L�_7"
Parcel ID: -3 1. f q 31 300 0040. Qecc Zoning:
Description of Work: �z c c rrr-� r�r ire n, n r�� ► x i i rv6> j -b e'-' CE=
Plan Review Contact Person:Title: �rn.y c ram
Phone: q07: z -Zi • Y1.635 Fax: ff0, �,3o. gobq E-mail: Csarvsrr�t��:nzyy_ r�aW/cs .(J iiiir+l ��'i 4,
Property Owner Information
3z3
Name IVL-W PIc-25 Phone: r-ty7. 3-Z43. 311 �y
Street: Igoe ta L$; -
,'r` Resident of property? 4-5
City, State Zip: J�vFo,'W rte. 3K?71
Contractor Information
Nance i7c_0 kotk r i Lam{ rr r 4 _ Phone: -1, °34>6-:
Street:. 517- cy // Fax: `� 0, 10911
City, State Zip: eiiyL v0rr{ State License No.: EC i 3r�p r ev
Nance: a t}
Street:
City, St, Zip:
Bonding Company: N/it
Address:
Building Permit ❑
Square Footage:
Architect/Engineer Information
Phone:
Fax:
E -mail -
Mortgage Lender: 'IV/,,)
Address:
Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical M
New Service -- No. of AMPS:
Mechanical ❑ (Duct layout required for new systems)
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\\ \\\\ \ \ \\E\XISTIN6�00£
8'-0" PLATE LINE
I 7
0'-0" FINISHED FLOOR
�- I IILIL
-
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\} \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 'FX�Tl'Nb �ESIYEN(�E \ \ \ \ \ \
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\ \ \ \ \ \ \ \ \ \ \
rI�c�RO`F \\\\\\
RELOCATED 2-30310 HARDI-BOARD SIDING
EXISTING OR EQUAL TO MATCH
WINDOW EXISTING
5068 5L. GL. DOOR
HARDI-BOARD SIDING
OR EQUAL TO MATCH
RIGHT ELEVATION EXISTING
SCALE: 1/4" = 1'4"
2-30310
REAR ELEVATION
8'-0" PLATE LINE
0'-0". FINISHEU.FLOOR
�-- 3046
FIBERGLAS
SHINGLES
HARD[ -BOARD SIDING
OR EQUAL TO MATCH
EXISTING
PLANS
a
CITY OF
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PERMIT # ()- 7
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LEFT ELEVATION_
SHEET LEGEND;
Al - ELEVATIONS
A2 - FLOOR, FOUNDATION, ELECTRICAL PLAN
A3 - CONSTRUCTION DETAILS
BUILDING TYPE V -B
jttlCE
it
1
,
DATE COMMENT
6-11-09 PRELIM. DWGS. COMPLETED
6-23-09 CONST. DWGS. COMPLETED
11-14-09 CONST. DWGS. REVISED
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DATES 11 -14-09
FILE NO. 09.0011
SHEET
Al
I1
4
39'-4"
4'-4" 30'-0" NEW ADDITION 5'-0"
T-0" 17'-0" 6'-0" INDICATES (1) PR04 IOLT OR
O 2-3 10 A �02-3 10� EQUAL THREADED OD FROM
FOOTER TO 70P P TE INSTALLED
PER MFG'S SPECIFI ATIONS
• • •
• R&S •
13'-4"
4'-0"
J U) C6 i?
aw ��
• °� ❑ � 002 e
BEDROOM
2468 PKT. LIVING RM.
q 13'-4" x 10'-0" 1 VA" x 15'-0"
0 8'-0" FLAT CLG. 28686' 4° 8'-0" FLAT CLG, z 2
CARPETN CARPET 0 F
004 in a c
• G � Q
.� W LLL
N 003 ❑ 00� co
N z 2
C01
• 003 co (9 ATTACH NEW WALL O
4-8° I z (I ^ EXISTING WALL WIT
m �—
N g • 3/" DIA. LAG SCREW @
08 LAUNDRY 16 O.C. VERT. WITH
a 1:16' 0"x 7' O" 1 2"EMBEDMENT ( .)
2'-6" 2'-6"
R&S 5'-0"7 18°-0" FLAT CLG.
VINYL •
l DEMO
WALL—
& PROVIDE
I )
rRAME IN 2-2x8 BEAM WH o / MOVE EXISTING
EXISTING WINDOW ABV. WINDOW /% I
-- --- IT
EXISTING EXISTING - �� l
RESIDENCE 117 RESIDENCE \
A.H.U. O�
7�
EXISTING
li I RESIDENCE
ill �
LL
l
II
— --F—- - --------
EXISTING -
PORCH \
FLOOR P
SCALE: 1/4" = V-0"
NOTE: VERIFY ROUGH OPENING SIZES
WITH SUPERINTENDENT BEFORE CONSTRUCTION
WINDOW SCHEDULE
MARK
Qty.
Type
WIDTH
HEIGHT
Area
Head Height
Sill Height
_
Design Pressure
Remarks
A
04
30310
31 5/"
-31
49 Y4"
10.81 SF
84"
343/4"
+29.81/-32.47
DOUBLE WINDOW
B
01
3046
5/'
57 Y4"
12.57 SF
84"
26 Y4"
+30.92/-33.58
--
Left
2'-8"
6'-8"
--
A-- SF
--
004
01
HINGED - SINGLE
Left
DOOR SCHEDULE
Door #
QTY.
Type
Swing
WD
HGT
R.O.
Area
Design Pressure
001
01
SLIDING - DOUBLE - FULL LITE
Right
PR 2'-6"
6'-8"
60 1/2" X 80 1/2"
33.8 SF
+28.90/-31.56
002
01
POCKET - SINGLE
Right
214"
6'4"
--
-- SF
-- -
003
03
HINGED - SINGLE
Left
2'-8"
6'-8"
--
A-- SF
--
004
01
HINGED - SINGLE
Left
2'-8"
6'-8"
— --
-- SF
--
FOOTER TO TOP P TE INSTALLED
06---
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N
9
ro
SQUARE FOOTAGE
NEW LIVIN2____i 460 1 S.F.
EXISTING LIVING 1,114 S.F.
EXISTING ENTRY 100 S.F.
EXISTING RES. 1,214 S.F.
NOTE: NEW ADDITION SHALL COMPLY WITH FBC
2004 CHAPTER 34 REQUIREMENTS. VERIFY
EXISTING SMOKE DETECTORS IN BEDROOMS &
HALLWAYS, EXHAUST FANS IN BATHROOMS, GFI
OUTLETS AT ALL WET AREAS, AND EGRESS
WINDOWS AT ALL BEDROOMS.
39-4-
& SET IN EPDXY GROUT @ 48" Q.C.
EXTEND 6" INTO NEW SLAB
FOUNDATION PLAN_
.I
�- EXISTING' -\
RESIDENCE
N
WP/GFI
/ -�I ---OPEN WALKWAY —
-- EXISTING -
�L— —� RESIDENCE \
ELECTRICAL PLAN
ELECTRICAL LEGEND:
4'-4-
DUPLEX RECEPTACLE
P
30'-0" NEW ADDITION
DUPLEX - SPLIT WIRED
CEILING OUTLET
G.F.I.
8" 3'-0"
6'-7"
WALL MOUNT LIGHT OUTLET V
5'-0"
WEATHER PROOF G.F.I.
T-5" 6'-7"
-
ATTIC KEYLESS WITH SWITCHVIN
IP
- INDICATES (1) PRO OLT OR
RECESSED FLAT TRIM IN CLG.
SINGLE POLE OUTLET
-5k-
Ir-
RECESSED EYEBALL IN CLG.
(�
SPECIAL PURPOSE OUTLET
V.P.
2'-0"
8"
EQUAL THREADED ROD FROM
®
EXHAUST FAN
®
SMOKE DETECTOR
�
PUSH BUTTON SWITCH
®
_
A/C DISCONNECT
TH M
_
J�
JUNCTION BOX
FOOTER TO TOP P TE INSTALLED
PE MFG'S SPECIFI 'ATIONS
m
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001
• I
I °
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z4"
THICK 3000 PSI MONOLITHIC CONCRETE
"
01
SLAB REINFORCED WITH FIBERMESH ON 6
r
MIL. VINYL VAPOR BARRIER OVER CLEAN
v
COMPACTED FILL TREATED AGAINST
TERMITES
I
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Lq]
•
SAW CUT CONTROL JOINT
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RECESS
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SHOWER
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2'-0"
EXTEND
NEW #5 INTO
EXISTING
FOUNDATION
—
EXISTING
FTG. MIN. 6" B< U
EXTEND
NEW #5 INTO
& SET IN
EPDXY GROUTT
-- EXISTING
FTG. MIN. W & DRILL
a't5 nnWFI F(l INT(]
FXISTINC;
FTC, ttAIN R"
R GFT
IN FP(lXV rRr11 IT
& SET IN EPDXY GROUT @ 48" Q.C.
EXTEND 6" INTO NEW SLAB
FOUNDATION PLAN_
.I
�- EXISTING' -\
RESIDENCE
N
WP/GFI
/ -�I ---OPEN WALKWAY —
-- EXISTING -
�L— —� RESIDENCE \
ELECTRICAL PLAN
ELECTRICAL LEGEND:
DUPLEX RECEPTACLE
P
CABLE T.V. OUTLET
DUPLEX - SPLIT WIRED
CEILING OUTLET
G.F.I.
GROUND FAULT INTERUPTER
-
(5
WALL MOUNT LIGHT OUTLET V
R.
WEATHER PROOF G.F.I.
--
-
ATTIC KEYLESS WITH SWITCHVIN
IP
240 VOLT OUTLET
RECESSED FLAT TRIM IN CLG.
SINGLE POLE OUTLET
-5k-
Ir-
RECESSED EYEBALL IN CLG.
(�
SPECIAL PURPOSE OUTLET
V.P.
VAPOR PROOF R-1 AT SHOWER
Q
FLOOR OUTLET 120V
®
EXHAUST FAN
®
SMOKE DETECTOR
�
PUSH BUTTON SWITCH
®
TELEPHONE OUTLET
A/C DISCONNECT
TH M
THERMOSTAT
J�
JUNCTION BOX
DATE I COMMENT
6-11-09 PRELIM, DWGS. COMPLETED
6-23-09 CONST. DWGS. COMPLETED
11-14-09 CONST. DWGS. REVISED
DATES 11 -14-09
FILE NO. 09.001 1
SHEET
A2
REM(
TAI
1/2" CLG. BOARD WITH 1-3/8"
DRYWALL. NAILS @ 8" O.C.
3"x3"xAa" TOP WASHER AT
PRO -BOLT SYSTEM
1/2" GYPSUM BOARD WITH 1-3/8"
DRYWALL NAILS @ 8" O.C.
WOOD BASE --�
4" MONOLITHIC CONCRETE SLAB (3,000 P.S.I.) WITH
FIBERMESH (OR W.W.F. MESH) OVER COMPACTED
FILL TERMITE TREATED
6 MIL. VAPOR-
5ARRIER
5/12 ROOF PITCH
FIBERGLASS SHINGLES OVER 15# FELT OVER 1/2' NOMINAL
SHEATHING WITH PLYWOOD CLIPS @ 24" O.C. SECURED TO
PRE-ENGINEERED TRUSSES W/ 8d NAILS AS PER ROOF
NAILING PATTERN.
PRE-ENGINEERED TRUSSES @ 24" O.C.
R-30 BATT INSUL.
USP HTW16 Wl 16-10d NAILS
(1255# UL DESIGN)
DBL 2x4 TOP PLATE
DRAFTSTOPPING @ 20' MAX. 0" GYP. BD. OR PLYWD.)
VENTED ALUM. SOFFIT
2x6 SUB -FASCIA
ALUM. DRIP.
8'-0" PLATE HT.
" -- USP SPT24 EA. STUD
Y2" OSB SHTG. SECURED W/ 8d COMMON
_ NAILS @ 4" O.C. AT EDGES & FIELD @
ENDZONES SEE PLAN FOR LOCATION
�- 2-2x12 HEADER OVER OPENINGS TYP. U.O.N.
"PRO BOLT" SYSTEM 6" FROM CORNERS AND 6'-0"
O.C. MAX AND LOCATED AT ALL CORNERS,
�-- OPENINGS, BEAMS & GIRDERS
-'- WINDOW
C?
EO
WOOD SILL
HARDIBOARD OR EQUAL SIDING OVER Y2" OSB OVER
TYVEK WRAP OR EQUAL SECURED W/ 8d COMMON
NAILS @ 6" O.C. AT EDGES & 12" O.C. IN FIELD
2x4 STUDS @ 16" O.C.
- R-13 BATT INSUL.
2x4 BOTTOM PLATE
_ 0'-0" FINISHED FLOOR
APPROX. O14AOE (SLOPE 6' IN 10' FROM FOUNDA
.51 m- [ME
20" FOOTING WITH (2) #5
RODS CONTINOUS
TYP. WALL SECTION
SCALE: 1/2"= V-0"
NOTE
PENDING SITE CONDITIONS
CONTRACTOR SHALL DETERMINE
TYPE & COURSE OF FOUNDATION
MONOLITHIC SLAB OR FOOTER AND
STEM WALL.
S REINF. CONT. •
HEADER BLOCK
HEADERI
03 13AR •
�p 32' O.C.
FILL
4' MONOLITHIC
CONCRETE SLAB
(3,000 P.6.1d w/
FIMERMESH OVER
COMPACTED FILL
TERMITE TREATED
POI. BARRIER
Iwa
WITH (2)
WITH (2) S 2�,
RODS
CONTINUOUS
.OPTIONAL FOUNDATION
UPLIFTS:
COMMON
ENDZONE
ROOF PLAN
SCALE: 1/4" = 1'-0"
2x4 (MIN-) 87UDS • 16' O.C.
w/ 2-I6d NAILS TOP 1 BOTTOM
�d
It-
HIP ROOD
Dlatance 'a' 4 Ft.
SCHEMATIC NAILING PATTERNS
ALL ZONES a 6' O.C. AT PANEL EDGES, 6' O.C. IN THE FIELD
(INTERMEPIATE)
ALL NAILS SHALL BE W COMMON, GALVANIZEP
BOX MAILS, OR RING SHANK NAILS.
NO 3UBSTITUTION6
ROOF NAILING FATTE RN,
- ROOF T151.183ES
AT 24' O.C.
SINGLE TOP rLATE
(3) 16d NAILS EACH
CONNECTICN
3/8' x 3' EX"ANSION
BOLTS AT 4' O.G.
MAX.
SINGLE 2x4 BOTTOM PLATi2r
WOOD FRAME
NON-5EARING WALL
FOR USE AT LANAI OR ANY OTHER EXTERIOR
DESIGN WIND VELOCITY of 120 MPH (3 SECOND GUST)
NOTE: APPLY HARDIBOARD OR EQUAL BIDING OVERN OSB
OVER TYVEK ORAP OR EQUAL SECURED LU/ 8d COMMON
NAILS • 6' O.C. AT EDGES 4 12' O.C. IN FIELD
GIRDER TRUSS
DBL. TOP PLATE ---
ANGLE-.-.-_
ANGLE BRACKET
FRO -BOLT
S
IN
RIDGE DEPTH AT LEAST EQUAL
TO PLUMB CUT (2'x6' MIN.)
-ROOF SHEATHING: PER PLA SIMPSON A34
EACH RAFTER
RAFTERS
SECURED TO
SOLE PLATE
WITH 51MP50N 2x
H-3 TIE RAFTERS
2xjA! )SOLE PLAT
50LE PLATE SECURED THROUGH SHEATHING TO TRUE S
/WITH SIMPSON H2b a EA TRUSS INTERSECTION
CONVENTIONAL OVER FRAME [DETAIL
MAXIMUM RAFTER SPAN
.SIZE/SPACING 16 O.C. 24' O.C.
2x6 9'-6' _ 11-9'
2x8 12'-rv' 10'-3'
2x10 16'-0' 13'-0'
NOTES:
1. WHERE RAFTERS BEAR ON WALL5 USE A USP TA -12 STRAP
(MASONRY) OR AN RTI6 CLIP (FRAME).
2. AT AREAS WHERE CEILING JOISTS DO NOT TIE THE BOTTOM OF
THE RAFTERS TOGETHER, INSTALL COLLAR TIES (1x6 MIN.) IN
THE UPPER 1/3 OF ROOF ON EVERY 3rd RAFTER PAIR
RT16 CLIP
LSTAIB STRAPS
(816.86) SEE
TABLE BELOW
- JACK STUPE PER
CH. 6 SECT. 8602
IDTH
FULL LENGTH STUDS
4T
E
GENERAL NOTE S
1. THE DESIGN OF THIS STRUCTURE HAS BEEN REVIEWED FOR COMPLIANCE WITH THE WIND LOAD
PROVISIONS OF THE FLORIDA RESIDENTIAL BUILDING CODE 2007 & ASCE 7-2, USING THE FOLLOWING
CRITERIA:
BASIC WIND SPEED = 120 MPH (3 SECOND GUST)
IMPORTANCE FACTOR = 1.0 (BUILDING CATEGORY II)
EXPOSURE CATEGORY = B (ALL DIRECTIONS)
INTERNAL PRESSURE COEFFICIENT = _+ 0.18
2. COMPONENTS AND CLADDING WIND PRESSURES TO BE USED FOR DESIGN OF EXTERIOR COMPONENT AND
CLADDING MATERIALS ARE AS FOLLOWS:
EFFECTIVE WIND ABEA WALLS ROOFS ALL DOORS AND WINDOWS
UP TO 10 S.F. 29.1 PSF 42PSF IN EXTERIOR WALLS SHALL
.1
UP TO 20 S.F 27.2 PSF 2.1 PSF RESIST ±29.1 PSF MINIMUM
UP TO 50 S.F. 24.6 PSF 33.0 PSF (UNLESS OTHERWISE NOTED)
OVER 50 S.F 22.6 PSF 29.1 PSF
3. UNLESS OTHERWISE SPECIFIED, ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE
FLORIDA RESIDENTIAL BUILDING CODE, 2004 (FBC).
4. DESIGN LIVE LOADS USED IN THE ANALYSIS ARE AS FOLLOWS:
ROOFS = 20 PSF
FLOORS = 40 PSF
GARAGE FLOOR = 50 PSF
PORCHES, LOFTS, BALCONIES = 40 PSF
5. CONCRETE FOUNDATIONS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 4, FBC RESIDENTIAL 2004.
WHERE SUBSURFACE GEOTECHNICAL INVESTIGATIONS ARE NOT PROVIDED TO THE ARCHITECT, FOUNDATIONS AND
FOOTINGS ARE DESIGNED FOR THE FOLLOWING ASSUMED SOIL BEARING CONDITIONS: LOOSE GRANULAR
MATERIAL WITH NO APPRECIABLE CLAY OR ORGANIC MATERIAL WITH A MINIMUM ALLOWABLE BEARING PRESSURE
OF 2000 PSF. COMPACT FILL TO 95% MODIFIED PROCTOR.
6. MASQNRY CONSTRUCTION SHALL. CONFORM TO REQUIREMENTS OF CHAPTER 6, FBC. NET AREA COMPRESSIVE
STRENGTH OF MASONRY IS 1500 PSI. TYPE M OR S MORTAR SHALL BE USED, ALL MASONRY SHALL BE LAID
IN RUNNING BOND PATTERN.
7. GROUT USED TO FILL CELLS, LINTELS AND BOND BEAMS SHALL CONFORM TO REQUIREMENTS OF CHAPTER 6,
FBC RESIDENTIAL 2004. REQUIRED MINIMUM COMPRESSIVE STRENGTH IS 2500 PSI AT 28 DAYS.
8. REINFORCING BARS SHALL BE GRADE 40 DEFORMED BILLET STEEL BARS AND COMPLY WITH ASTM A 615
REQUIREMENTS. JOINT REINFORCING IF USED, SHALL BE 9 GAGE, GALVANIZED STEEL CONFORMING TO ASTM A82
REQUIREMENTS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 REQUIREMENTS. WIRE FABRIC SHALL
BE SUPPORTED AS REQUIRED IN CHAPTER 5, SECTION R506, FBC RESIDENTIAL 2004. SYNTHETIC FIBER
REINFOWIEMENT IS NOT PERMITTED AS A SUBSTITUTE FOR WIRE FABRIC UNLESS IT IS SHOWN ON THE
DRAWINGS.
9. CONCRETE SHALL CONFORM TO REQUIREMENTS OF CHAPTER 6, FBC RESIDENTIAL 2004, AND HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS
10. ROOTAND WALL SHEATHING SHALL BE APA -RATED PANELS AND CONFORM TO REQUIREMENTS OF CHAPTERS
8 & 6, FBC RESIDENTIAL 2004. WOOD STRUCTURAL PANEL DIAPHRAGM NAIL SPACING ALONG PANEL EDGES
SHALL Bt_ 4" O.C. UNLESS NOTED OTHERWISE. INTERMEDIATE FASTENERS SHALL BE AT 8" O.C. UNLESS NOTED
OTHERWISE, FASTENERS SHALL BE 8D COMMON OR GALVANIZED BOX NAILS UNLESS OTHERWISE NOTED.
THICKNESS OF WOOD PANELS ARE NOTED ON THE PLANS. MINIMUM NOMINAL PANEL THICKNESS SHALL BE
7/16".
11. WOOD STUDS AND GIRDER SUPPORT POSTS USED FOR BEARING WALL FRAMING OF LESS THAN 10' PLATE
HEIGHT HALL BE HEM --FIR, 5 -P -F; OR S -Y -P, STUD GRADE OR BETTER. WOOD STUDS AND GIRDER
SUPPORI, POSTS USED FOR BEARING WALL FRAMING WITH 10' PLATE HEIGHT AND HIGHER SHALL BE HEM -FIR,
S -P -F; OR, S -Y -P CONSTRUCTION GRADE OR BETTER . WALL OPENINGS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CHAPTER 6, SECTION R602, FBC RESIDENTIAL 2004, UNLESS OTHERWISE NOTED ON THE
PLANS.
12. W0�'� BEAMS, RAFTERS AND OTHER HORIZONTAL LOAD BEARING ELEMENTS SHALL BE S -Y -•P #2 GRADE OR
BETTER.
13. FkAI RING OF WOOD FRAMING SHALL CONFORM TO TABLE R602.3(1), FBC RESIDENTIAL 2004, UNLESS
NO. OF L6tAl8 FULL LENGTH OTHERM'_i : NOTED.
OPENING 'L' BTRAPB (EA. END) STUDS '
14. DE 3 QN OF PREFABRICATED WOOD 'TRUSSES IN FLOORS AND kOOFS IS DELEGATED TO THE TRUSS
UP TO W 2 2 MANUFA};ti11R,: WS ENGINEER. THE TRUSS ENGINEER SHALL SUBMIT ENGINEERING DOCUMENTS FOR REVIEW FOR
6' TO 10' 3 3 _ CONFo ANCE WITH THE DESIGN INTENT OF THE PROJECT.
OVER 10' SEE PLANS SEE PLANS
15. INST;•%:.LATION OF PREFABRICATED 'HOOD TRUSSES SHALL FOLLOW THE RECOMMENDATIONS OF THE TRUSS
PLATE INSTITUTE PUBLICATION 11B-91, AND THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR IS
RESPON';)BLE FOR INSTALLING ALL TEMPORARY AND PERMANENT TRUSS BRACING IN ADDITION TO ANY
HEADER II'/�T EXTERIOR SUPPLEMENTAL BRACING SHOWN ON THE DRAWINGS.
Si4RINCW�'--�t �L O�NINVT 16, WOOL) CONSTRUCTION CONNECTORS SHOWN ON THE PLANS REPRESENT THE DESIGNER'S INTENT TO FURNISH
A COMPLETE LOAD PATH FROM ROOF TO FOUNDATION. OTHER BRANDS OR TYPES OF CONNECTORS THAT HAVE
DOCUMI-I TED EQUIVALENT CAPACITY MAY BE SUBSTITUTED AT THE CONTRACTOR'S OPTION,
TOP PLATE
WA5HER/NUT (TYP.)
-- TRADITIONAL CLIPS
4 STANDARD TRUS5E5
PRO -BOLT
r COUPLER
/ SOLE PLATE
P.T. 501-E PLATE/ iip_�JCONNECTION W/ 2 "x2'x
Ya' WASHERS
FOOTING PER PLA THREADED ROD
"PRO - 5OLT 11 COMPLETE COMPONENT 455EM5,L Y
'PRO -BOLT' GENERAL NOTES:
I. 'PRO -BOLTS' SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
PUBLISHED INSTALLATION INSTRUCTIONS AND PU5LI5HED NOTES
2. THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND REPORTS
SHALL BE STRICTLY ADHERED TO AND A COPY OF THESE INSTRUCTIONS
SHALL BE AVAILABLE AT ALL TIMES ON THE JOB 51TE DURING CONSTRUCTION
3. 'PRO-5OLT5' SHALL BE AT EACH CORNER AND (o FEET ON CENTER THROUGH EXTERIOR
WALL SECTIONS. FOR HEADER5 LARGER THAT S FEET, PLACE A BOLT AT EA. END.
4. AT CORNERS AND HEADER5 THE PRESET LOCATION SHOULD BE S TO 12
INCHES AWAY FROM THE COMER OR HEADER THE ROD CAN LEAN TO THE
TOP CONNECTION, ALLOWING AMPLE ROOM FOR FRAMING.
5. BOLTED LOAD5 OVER HEADERS 5HOULD BE BOLTED INTO THE HEADER, THEN EACH
END OF HEADER 5HOULD BE BOLTED INTO THE FOUNDATION.
�. ALL CONNECTIONS SHALL BE RETIGHTENED PRIOR TO CLOSING WALLS.
NOTE:
1. USE (1) HTW16 STRAP w/ 16-10d NAILS
(1255 U"L. DESIGN) AT ALL RAFTER CONNECTIONS.
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UPLIFT NAIL SPACING
REINFORCING STEEL -COVER
I. FOUNDATIONS:
A. MINIMUM COVER TO BE 3' WHEN CONCRETE 13 CAST AGAINST AND PERMANENTLY IN CONTACT
WITH THE EARTH.
B. MINIMUM COVER TO BE 1-1/2' WHERE CONCRETE 15 FORMED AND POURi=D BEAMS.
2. REINFORCEMENT BARB EMBI=DDED IN GROUTED MASONRY CELLS SHALL HAVE A MINIMUM CLEAR
DIS-i'ANCE OF Y2, OF GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A BLOCK CELL.
3. REINFORCING BARS USED IN MA50NRY WALLS SHALL HAVE A MASONRY COVER, INCLUDUNG GROUT,
OF NOT LE55 THAN 2' FOR MASONRY UNITS EXPOSED TO EARTH OR WEATHER OR W FOR MASONRY
UN173 NOT EXPOSED TO EARTH OR WEATHER
4. F09...TING DOWEL BARS SHALL BE EMBEDDED A MINIMUM OF 12' INTO THE FOOTING, (PERIMETER
EXTERIOR FOOTINGS ONLY) WITH STANDARD HOOK AND SHALL BE PROVIDED FOR ALL VERTICAL
REITIFORCEMENT-ALL DOWELS SHALL LAP WALL REINFORCEMENT A MINIMUM OF 40 BAR DIAMETERS.
SINGLE NAIL EDCc ; 5PACING
COMMON NAILS (TYP.)
M NT FOR 5HEARWALL 4
_ DATE I COMMENT
6-11-09 PRELIM. DWGS. COMPLETED
6-23-09 CONST. DWGS. COMPLETED
11-14-09 CONST. DWGS. REVISED
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FILE NO. 09.001 1
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4"
REINFORCING STEEL -COVER
I. FOUNDATIONS:
A. MINIMUM COVER TO BE 3' WHEN CONCRETE 13 CAST AGAINST AND PERMANENTLY IN CONTACT
WITH THE EARTH.
B. MINIMUM COVER TO BE 1-1/2' WHERE CONCRETE 15 FORMED AND POURi=D BEAMS.
2. REINFORCEMENT BARB EMBI=DDED IN GROUTED MASONRY CELLS SHALL HAVE A MINIMUM CLEAR
DIS-i'ANCE OF Y2, OF GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A BLOCK CELL.
3. REINFORCING BARS USED IN MA50NRY WALLS SHALL HAVE A MASONRY COVER, INCLUDUNG GROUT,
OF NOT LE55 THAN 2' FOR MASONRY UNITS EXPOSED TO EARTH OR WEATHER OR W FOR MASONRY
UN173 NOT EXPOSED TO EARTH OR WEATHER
4. F09...TING DOWEL BARS SHALL BE EMBEDDED A MINIMUM OF 12' INTO THE FOOTING, (PERIMETER
EXTERIOR FOOTINGS ONLY) WITH STANDARD HOOK AND SHALL BE PROVIDED FOR ALL VERTICAL
REITIFORCEMENT-ALL DOWELS SHALL LAP WALL REINFORCEMENT A MINIMUM OF 40 BAR DIAMETERS.
SINGLE NAIL EDCc ; 5PACING
COMMON NAILS (TYP.)
M NT FOR 5HEARWALL 4
_ DATE I COMMENT
6-11-09 PRELIM. DWGS. COMPLETED
6-23-09 CONST. DWGS. COMPLETED
11-14-09 CONST. DWGS. REVISED
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DATES 11 -14-09
FILE NO. 09.001 1
SHEET
A3