HomeMy WebLinkAbout6107 Silver Oaks Dr (3)ENGINEER'S NOTES : ALL WORK 15 TO BE IN COMPLIANCE WITH ACCE-1, THE FLORIDA
BUILDING CODE 2001 EDITION, AND THE 200E SUPPLEMENTS WITH
ALL REVISIONS AND UPDATES TO FBC-01.
1) THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND (SUST)
2) THE IMPORTANCE FACTOR = 1,0 l BUILDING CAT. IL RESIDENTIAL)
3) THE EXPOSURE CATEGORY = 15
4) THE INTERNAL PRESSURE COEFFICIENT = +/- 0.15 (ENCLOSED)
5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE
ZONE 1 ( +10.5 -21.5) ZONE 2 (+10.5 -34.1) ZONE 3 ( +14.91 -50.1)
FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN
30'-O" EXPOSURE B.
LAMA5CO RIDGE VENT FL" 3193.1
12
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THE ROOFING CONDITIONS
NEED TO BE VERIFIED.
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GAF SHINGLES FLO 10124.1
ALCOA VENTED SOFFITT
FL* IIISI,8 12'-0"
------------------
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20 '-O"
NEW ADDITION
III $H � III
ill I I III
RIGHT ELEVATION
LAMASCO RIDGE VENT FL" 3193.1 .L v:cVv JATE4*
CITY OF ZEPHYRHILLS
PLANS EXAMINER (� 5
EXISTING HOUSE
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REAR ELEVATION
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DATE SCALE:
ro / 8 / 10 1/4" = 1'-O" PAGE 1
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-5821
OFFICE FAX 352-588-2342
R, S, HAl LEY P 0 BOX 1325 SAN ANTONIO
FLA. 33516
EMAIL: Han IsgOrosembargmal1.com
BECAUSE THIS 15 AN ADDITION IT WILL BE THE RESPONSIBILITY
OF ALL 5UB5 AND SUPPLIERS TO VERIFY ALL INFORMATION IN
THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK.. THE HOMEOWNER REQUIRES THAT THIS ADDITION
MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION 15 NOT ON
THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE
NEW WORK 15 MATCHING THE EXISTING.
7s,/�
,7_v�c 3/, 6 A4a%'l-
z/%&d.- --0
01
FRONT ELEVATION ' RIGHT ELEVATION
REAR ELEVATION
CONTRACTOR
G. L STEVE CONSTRUCTION
ZEPH''i'RHILLS FLORIDA
1s c�� 813-355--1314
GAME ROOM ADDITION 64i SF
OWNERS NAME AND ADDRESS
RICHARD and DEBORAH STILES
18101 SILVER OAKS BLVD
ZELFWYRW I LLS FLA
33542-480>o
EAST PASCO COUNTY
DAVID W. SMITH, MS. PE,
FLORIDA LIC.* 53608
352-521-0865 OFFICE 352-521-0861 FAX.
9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION
AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-Ol,
DAV ID W. SMITH MS. PE, 0 53608
4" MONOLITHIC
FINISHED GRADE
loll 1211
(2) 05 REBARS ON ROD CHAIRS 12" 6"
AT 48" OC, BENT AND TIED WITH CLEAN COMPACTED TREATED SOIL
A MIN LAP OF 25", fall
SLAB
---`- 8" �o MIL. VISQUEEN
MIN
6X6 WIRE MESI-1
4" / 3000 PSI MONOLITHIC CONCRETE SLAB OVER CLEAN, TREATED
AND COMPACTED SOIL. THE SOIL WILL BE COMPACTED TO A MIN.
OF 2000 PSI ANC} 5E TREATED FOR TERMITES A3 PER THE DETAIL
PAGE OF THIS PLAN. 6" x 6" 10/10 WIRE MESH OVER 6MIL. VISQUEEN
VAPOR BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB,
FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE MESH.
SEE THE DETAIL SHEET OF THIS PLAN FOR THE COMPLETE TERMITE
TREATMENT REQUIRED.
TYPICAL MASONRY WALL SECTION
W1 MONOLITHIC FOOTER AND SLAB
8"x40" COMPOSITE
POWER BOX STEEL LINTEL
( 3000 PSI CONC,)
-TOP COURSE LINTEL BLOCK
WITH Ill 05 CONT. REBAR
BO
X OX STEEL LINTEL
POURED SOLID WITH 3000 PSI
i CONCRETE NO REBAR REQUIRED
i
-- MASONRY OPENING
8"x40" COMPOSITE
• POWER STEEL LINTEL
( 3000 PSI CONC.)
TOP COURSE LINTEL BLOCK
WITH (l) 05 CONT. REBAR
POWER STEELLINTEL AND LINTEL BLOCK
POURED SOLID WITH 3000 PSI
U&___2_`�_cONCRETE NO REBAR REQUIRED
i
'�— MASONRY OPENING
i
1 �
8"x40" COMPOSITE PRECAST LINTEL
( 3000 PSI CONC.)
TOP COURSE LINTEL BLOCK
WITH (l) *5 CONT. REBAR
PRE -CAST U-LINTELS
POURED SOLID WITH 3000 PSI
CONCRETE NO REBAR REQUIRED
MASONRY C3PENiNCs
i
T-4"
0�1
14'-0"
c�1
EXISTING HOU5E
20'-0
-�r------------------------ - •----------.._.
THE BUILDER WANTS TO HAVE S" BETWEEN THE UNITS. ;
1
1
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THE SLAB SHOWS STEMWAL FOOTERS
AS PER THE CROSS SECTION OF THIS
PLAN THE SPECS ARE THE SAME FOR
THE SLAB EITHER MONO OR STANDARD,
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THICKENED EDGE
�------------------------------
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In
12'-O"
(1) *5 REBAR IN THICKENED EDGE
4" SLAB
— - - - - - — EXISTING
6X6 10/10 WIRE MESH8" 12 FOUNDATION
4811
6 MIL VISQUEEN 05 REBAR BEND TIED TO THE REBAR
VAPOR BARRIER 12 IN THE THICKENED EDGE AND EPDXIED
INTO THE EXISTING FOUNDATION. MIN
EMBEDDMENT OF 4". USE SIMPSON AT
ADHESIVE FLO 11506.1
(1) REBAR OF THE NEW FOOTER SHOULD BE ATTACHED TO THE
EXISTING FOUNDATION USING THE SAME METHOD AT EACH INTERSECTING
LOCATION.
NP.WSLAB TO EXISTING FOUNDATION
FOOTER REQUIREMENTS
8" x 16"CONT. CONCRETE FOOTER WITH C2) 05 REBARS
ON ROD CHAIRS SPACED NO MORE THAN 48" OC.
FILLED CELLS WILL BE VERT. *5 RODS IN ALL CORNERS,
AND BESIDE EACH OPENING. THE APPDX SPACING
IS SHOWN ON THE FOUNDATION PLAN. ALL RODS MUST
BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25".
3000 PSI CONCRETE IS REQUIRED FOR THE FOUNDATION.
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Nam.
THE MAIN DRAIN LINE FROM TOILETS
WILL BE A MIN OF 3" DIAMETER
AND ALL OTHER DRAINS CAN
BE 2"DIAMETER.
N
R. S. HANLEY
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-582'1
OFFICE FAX 352-588-2342
P O BOX 1325 SAN ANTONIO
FLA. 3357ro
EMAIL: hanley06•embargmatl,com
FOUNDATION AND SLAB NOTE
#1 THE BUILDING SITE SHALL BE SCRAPED TO REMOVE
ALL ORGANIC MATERIALS, ANY ADDITIONAL FILL PLACED ON THE
BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN
ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING.
THE SLAB SHALL BE PLACED OVER A 6MIL VAPOR BARRIER ON
CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL.
THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL
HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I.
#2 REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND
IDENTIFIED IN ACCORDANCE WITH ASTM A -615. LAP SPLICES, WHERE
REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR 06
REBAR AND 35" FOR 01 REBAR.
® THIS SYMBOL INDICATES THE APPROXIMATE
LOCATION OF THE FILLED CELLS. THE FILLED CELLS
ARE BLOCK CELLS FILLED SOLID WITH 3000 PSI
AND VERT, *5 REBAR. THE VERT REBAR ARE THEN
TIED TO THE HORIZ. REBARS IN THE FOOTER AND THI
TOP COURSE LINTEL. THE MIN LAP FOR ANY REBAR
WILL BE 25
u
MASONRY WALLS
0
01 CONRETE MASONARY UNIT SHALL BE HOLLOW UNIT
MASONARYIN ACCORDANCE WITH ASTM C-SO AND SHALL
HAVE MINIMUM F'M OF 1500 P.S.I.
02 MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE
EITHER TYPE M OR 5,
03 REINFORCING STEEL SHALL BE GARAGE 40 MINIMUM AND
IDENTIFIED IN ACCORANCE WITH ASTMA-615.LAP SPLICES
WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR
3011 FOR 06 REBAR AND 36" FOR 01 REBAR.
04 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A
MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO
11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 3000 P.S.I. ( WHEN TESTED PER ASTM C-101S)
05 PROVIDE CLEAN OUT OPENINGS (12 SQ IN.) IN CELLS
CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT
POUR EXCEEDS 5 FEET IN HEIGHT,
GLAZING
GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC
HAZARDOUS LOCATION FOR THE PURPOSE OF-
01 GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF
SLIDING DOORS ASSEMEBLIES,
02 GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,
WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH TUBS AND
SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE
OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET.
03 GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL
ADJACENT A DOOR WHERE THE NEARBY VERTICAL EDGE lS
WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION
AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE
FINISH FLOOR OR WALKING SURFACE.
04 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL
OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND
(3) ABOVE. THAT MEETS ALL THE FOLLOWING
(A) EXPOSED AREA OF AN INDIVIDUAL PANEL OTHER THAN
THOSE LOCATIONS
(B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
(D) ONE OR MORE WALKING SURFACES WITHIN 36"
HORIZONTALLY OF THE PLANE OF THE GLAZING
REFER TO THE THE 2004 FLORIDA BUILDING CODE
RESIDENTIAL -SECTION R308 FOR ADDITONAL AREAS THAT
MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE
PURPOSE OF GLAZING
14'-O"
20'-0"
-4" 6'-an l0'-O" 10'-011
THE BUILDER WANTS 8" BETWEEN THE UNITS
r
DESIGN PRESSURES
THE DESIGN WIND PRESSURE RATINGS ARE LISTED
FOR EACH OPENING.THE WINDOWS AND DOORS
CHOOSEN BY THE HOMEOWNER OR CONTRACTOR
WILL NEED TO MEET OR EXCEED THESE PRESSURES
LISTED BY EACH OPENING, THIS MANUFACTURERS
INFORMATION WILL BE REQUIRED BEFORE ANY
INSTALLATION OF THESE PRODUCTS.
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R. S. HALE'
ATTIC VENTILATION
PAGE 3
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-5821
OFFICE FAX 352-588-2342
P 0 BOX 1325 SAN ANTONIO
FLA, 335-16
EMAIL: Han ley06ivembargmail.com
FOR GABLES OR HIP ROOFS VENTILATION SHALL BE
PROVIDED TO FURNISH CROSS VENTILATION OF EACH
SEPERATE ATTIC. THE RATIO OF TOTAL NET FREE
VENTILATING AREA TO THE AREA OF THE CEILING
SHALL BE NOT LESS THAN 1/150,
THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF
THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED
BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB.
BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF
THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES
ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF
RECORD FOR THIS PLAN.
ELECTRICAL SYMBOLS
$3 3-WAY SWITCH
FAN / LIGHT
6 110 OUTLET
-¢- LIGHT $ SINGLE SWITCH
(b°F1 GROUND FAULT OUTLET
ELECTRICAL NOTES
1) IN ACCORDANCE WITH CHAPTER 411,003 (2) (1) OF THE FLORIDA A
CODE ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS SHALL I
THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODEd
DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENT
2) ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIC
ABOVE COUNTER HEIGHTS AND WITHIN 6'-O" OF SINKS SHALL BE GI
( GROUND FAULT INTERRUPTER)
3) ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO
AN ARC -FAULT INTERRUPTER "AFI" CIRCUIT,
4) SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM
AND IN HALLWAY AREAS ADJACENT TO BEDROOM AND OTHER
LIVING AREAS . THE DETECTORS MUST BE HARDWIRED AND ALL
DETECTORS ARE REQUIRED TO ALARM ONCE ONE HAS DETECTED
SMOKE IN ANY SECTION OF THE RESIDENCE.
5) PROVIDE AN OUTLET AND LIGHT WITHIN REACH OF EVERY
ATTIC ACCESS AREA FOR ANY FUTURE SERVICE IN
THE ATTIC AREA.
6) PROVIDE CARBON MONOXIDE DETECTORS WITHIN 10'
OF ALL BEDROOMS.
DATE
SCALE:
PAGE 4
R. S. HANLEY
ADDITIONAL AC REQUIRED
1.5 TON 18000 BTUS 600 CFM
1) THE DUCT WORK, ALL FLEX RUNS AND DUCT
RUNS COULD CHANGE DUE TO THE FRAMING OF
THE HOUSE AND THE ROOF TRUSSES WEB DESIGNS.
THE DUCTS ARE NOT SHOWN FOR THIS REASON,
2) THE FIRST NUMBERS BY THE GRILL
ARE THE SIZE OF THE VENT AND THE
LAST NUMBER BY THE GRILL IS THE DUCT SIZE.
3) IN ORDER FOR THE AC SYSTEM TO WORK
EFFICIENTLY THE CONTRACTOR WILL NEED TO
M HAVE 6"x12" PASS THROUGH VENTS ABOVE ALL
X DOORS OR INSTALL INDIVIDUAL RETURNS IN
`) EACH ROOM.
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-5821
OFFICE FAX 352-588-2342
P 0 BOX 1325 SAN ANTONIO
FLA, 33916
EMAIL: Han ley0(osembargmail.com
ELECTRICAL PLAN
HVAC VENT LAYOUT
CONTRACTOR
G, L STEVE CONSTRUCTION
ZEP- YRHILLS FLORIDA
813-355-1314
CAME ROOM ADDITION ro 4-i SF
OWNERS NAME AND ADDRESS
RICHA 'D and DEBORAH STILES
ro10l SILVER OAKS BLVD
ZELPNYRHILLS FLA
33542-480ro
EAST PASCO COUNT''
DAVID W. SMITH/ MS. PE,
FLORIDA LIC.0 53608
352-521-0865 OFFICE 352-521-086l FAX,
9905 WALLASTON DRIVE DADE CITY ,FLA. 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 2007 EDITION
AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-Oi,
DAVID W. SMITH MS. PE. 0 53608
2X6 VERTICAL T/ LEG TO BEARING 2X6 (MIN) NO. 2 YP
CONN W/ (5) -12D NAILS AT THE TOP VALLEY FRAMING (TYP.)
AND A SIMPSON VCT2 AT THE BOTTOM
MIN 2X8 NO.2 SOUTHERN YELLOW PINE
SIMPSON 143 COLLAR TIE IX6 (MIN.) RIDGE BOARD
HURRICANE TIE\ EVER' OTHER RAFTER
(5) Sd COMMONS EACH END
PLYWOOD SHEALTHING
SIMPSON WUS28
y SIMPSON VCT2
FACE MOUNTED
VALLEY CONNECTION
U HANGER
TRUSSES SHEATHED AND NAILED
WITH 8d COMMONS 6" O.C.
PRIOR TO VALLEY FRAMING
GIRDER TRUSS
SIMPSON VCT2 VALLEY CONNECTION
AT EACH END OF EVERY RAFTER
2X6 CURB BOARD CONNECTED
TO THE TRUSSES BELOW WITH
(3) 12d COMMONS AT ALL
INTERSECTING LOCATIONS.
CONY VALLEY FRAMING
USE 2X6 BLOCKING WHERE
THE VALLEY FRAMING DOES NOT
INTERSECT WITH THE TRUSSES
BELOW. NAIL THE BLOCKING
BETWEEN THE TOP CHORDS OF
THE TRUSSES AGAINST THE
SHEATHING USING (2)12d COMMON
NAILS IN EACH END, NAIL THE
SHEATHING TO THE BLOCKING WITH
Sd COMMONS AT 6" OC STAGGERED.
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VALLEY RAFTERS WILL BE A MIN 2X(o
n SOUTHERN YELLOW PINE AT 24" OC
WITH A MAX SPAN OF W-5". WHERE THE
RAFTERS SPAN IS LONGER A VERT T-LEG
(2X6) TO BEARING WILL BE REQUIRED.
GIRDER TRUSS
II II II
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11 11 II 11 II II II LI 11 11
11 11 11 II II 11 II II II II
11 11 11 11 II 11 11 11 11 II
CONNECT THE RIDGE BOARD TO THE
CURB BOARD 9ELOW WITH A SIMPSON VCT2
VALLEY CONNECTION
1 11 I 11
NAIL THE CL§RB 1504�2D
10 u
INTO THE TRUSSES WITH
;f (3) lid COMMONS Afi; ALL
INT ,*SECTI413 LOCq'1'IONS
n n n u n
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VALLP�1' AT 24!� OC it
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EXISTING
MASONRY
EXISTING ROOF TRUSSES
WALL
SIMP50N
ONE
PER
MTS 30 TWIST
EACH TRUSS
STRAP
FL• 10456.31
MICROLLAM LVL
ROOF 3 1/2" x If&
SIMPSON META 30 STRAP TIES
ONE ON EACH END FL"10852.9
DBE JACKS EACH END, ATTACH THE FIRST PLY TO THE
MASONRY WALL WITH (6) 3/16" TAPCON5 WITH A MIN OF
1 1/4" EMBEDDMENT INTO HOLLOW BLOCK.
--
15'-011
32'-4"
OPENING DETAIL
O
to
25'-0"
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STUB 2" OFF GIRDER
' EXISTING VALLEY
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21'-4" 1 5'-8" 1 24'-0 11
51'-OI' 81-0"
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DESIGN SERVICES INC,
MOBILE/ OFFICE 352-206-582-1
OFFICE FAX 352-5138-2342
R. 5. HAt4LEY P 0 BOX 1325 SAN ANTONIO
FLA. 33516
EMAIL: hanley06oembargmatl.com
PRE - ENGINEERED ROOF TRUSSES
24" Or, MAXIMUM SPACING
TC LL 20.0 PSF
TG DL 1.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 3-1.0 PSF
DUR.FAC. 1.25
DEFLECTION MEETS L / 360 LIVE
AND L / 240 TOTAL LOAD
UPLIFT CONNECTION
USE SIMPSON HETA 16 FL*11413.3 EMBEDDED
TWIST STRAPS ON THE UPLIFT CONNECTION
FOR THE ROOF TRUSSES ON THE NEW MASONRY
WALLS, (1 ) ON EACH HEEL OF EACH TRUSS.
USE SIMP50N MTSM 16 TWIST STRAPS
TO ATTACH THE TRUSSES TO THE
EXISTING WALLS. FL"11413.2
DATE
NO
b / 8 / 10
SCALE
PAGE ro
GAFSTANDARD
SHINGLE DETAIL
11"11"1111
NORMAL WIND LOAD
5" EXPOSURE .
FL* 10124,1
VALLEY LINING MATERIAL
1
,roll MIN,
2" CENTERLINE
ALWAYS REFER TO THE MANUFACTURERS
SPECIFICATIONS FURNISHED TO THE JOBSITE.
4"x5" ANGLE 26 GAUGE GALVANIZED METAL
RUBBER VALLEY FLASHING OVER THE TOP OR
12" WIDE 26 GAUGE GALVANIZED METAL
ALL SHINGLES ARE TO BE NAILED WITH 11 OR 12 GAUGE
GALVANIZED NAILS WITH 3/8" .DIAMETER HEADS. ALL NAILS
MUST PENETRATE AT LEAST 3/4" INTO THE WOOD SHEATHING,
FRAMING NOTES:
1) ALL WOOD USED FOR SOLE PLATES OR IN CONTACT
WITH SOIL WILL BE 02 PT SOUTHERN YELLOW PINE
2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE
02 SPRUCE OR BETTER AND SPACED 1611 OC,
3) ALL ENG, WOOD BEAMS SUCH AS MICROLLAMS
HAVE BEEN DESIGNED ACCORDING TO THE
TRUSSJOIST SPECIFICATIONS.
4) ALL OF THE SIMPSON FASTENERS AND HANGERS
MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER
VALUES, ALWAYS VERIFY THIS WITH THE ENG. OF RECORD,
5) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS
MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR
TO REQUESTING A FRAMING INSPECTION.
6) ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED
CENTER OF THE STUD UNLESS NOTED OTHERWISE.
-7) ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE
FACE OF THE FRAME OR MASONRY WALL WHICH WILL
ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME
WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR
SHEATHING WITH THE FOUNDATION).
8) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
SHALL BE PRESSURE TREATED LUMBER.
9) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X(o
*2 SOUTHERN YELLOW PINE,
( NO PLYWOOD SPACERS REQUIRED)
10) ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS
SHALL BE NO LESS THAN 02 SOUTHERN YELLOW PINE
LUMBER, IF THE LUMBER WILL BE IN THE WEATHER OR
CLOSER THAN 18" FROM THE GROUND IT WILL NEED
TO BE PRESSURE TREATED. EXCEPT AS NOTED.
11) ALL TEMPORARY AND PERMANENT BRACING INFORMATION
FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY
THE TRUSS COMPANY THAT PRODUCES THE TRUSSES,
12) NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT
A PLY -CLIP CANT BE APPLIED.
ATTIC VENTILATION
FOR GABLES OR HIP ROOFS VENTILATION SHALL BE
PROVIDED TO FURNISH CROSS VENTILATION OF EACH
SEPERATE ATTIC. THE RATIO OF TOTAL NET FREE
VENTILATING AREA TO THE AREA OF THE CEILING
SHALL BE NOT LESS THAN 1/150,
SIMPSON HETA 16
EMBEDDED TRUSS STRAPS
MIN OF 4" EMBEDDMENT�
FL"114-133
ALUM, DRIP SAVE
PRE FINISHED FASCIA
OVER 2X SUB -FASCIA
ALCOA VENTED SOFFITT
FL" 11191,8
R-103.6.1 EXTERIOR PLASTER
EXTERIOR USE OF PORTLAND CEMENT
PLASTER SHALL COMPLY WITH APPLICATION
REQUIREMENTS OF ASTM CS26-98 AND C 1063-Sl
� a-r-rac access �
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS
EXCEEDING 30 SQ.FT. AND HAVING MINIMUM 30 INCHES OF
VERTICAL HEIGHT, ROUGH FRAMED OPENINGS NOT TO BE
LESS THAT 22"X30" INCHES,
FIBERGLASS SHINGLES INSTALLED
PER THE DETAIL OF THIS PLAN OR
AS PER THE MANUFACTURER IF
ANOTHER TYPE OF SHINGLE
IS CHOOSEN
1/211 CDX (32/24) OR OSB SHEATHING 4 PLY MIN, •30 ROOFING FELT
NAILED WITH 8d COMMONS AT ro" OC EXCEPT AT
THE GABLE BRACING AREA NAIL AT 3" OC.
PRE CAST CONCRETE SILL
8" CONCRETE BLOCK
EXTERIOR WALLS
05 REBAR IN FILLED CELLS
PER FOUNDATION PLAN
FINISHED GRADE
THE BOTTOM ON THE FOOTER
WILL BE A MIN OF 12" INTO
EXISTING THE GROUND
ram`
i i 1
ALL TEMPORARY AND PERMANENT
BRACING INFORMATION FOR THE
ENGINEERED ROOF TRUSSES
WILL BE FURNISHED BY THE
TRUSS COMPANY THAT
PRE-ENG. WOOD TRUSSES: PRODUCES THE TRUSSES.
R-30 INSULATION
POURED LINTEL BLOCKS WITH (1) 05 ROD
TIED TO VERT RODS IN FILLED CELLS
POURED LINTELS OVER ALL OPENINGS
1/211 DRYWALL OVER IX FURRING STRIPS
AND RIGID INSULATION R-6
SEE DETAIL SHEET OF THIS PLAN FOR
WINDOW AND DOOR INSTALLATION, THE
CONTRACTOR IS RESPONSIBLE TO HAVE
INSTALLATION INSTRUCTIONS ON THE JOBSITE
IF OTHER COMPONENTS ARE CHOOSEN,
INTERIOR TRIM
SEE THE FOUNDATION PLAN
FOR THE FOOTER SIZING
FINISHED FLOORING
CLEAN TREATED SOIL
1/2" CEILING DRYWALL
ON ALL INTERIOR CEILINGS
AND VINYL CEILINGS OVER
IX3 STRIPPING 1611 OC ON ALL
EXTERIOR CEILINGS
( 1/2" PAINTED CDX MAY BE
SUBSTITUTED FOR THE
VINNL CEILING)
SEE FLOOR PLAN FOR
CEILING HEIGHTS
R. 5. HANLEY
BECAUSE T4416 IS AN ADDITION IT WILL BE THE RESPONSIBILITY
OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN
THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK, THE HOMEOWNER REQUIRES THAT THIS ADDITION
MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON
THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE
NEW WORK IS MATCHING THE EXISTING.
LUMBER SPEGS
ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS
SHALL BE NO LESS THAN #2 SOUTHERN YELLOW PINE
LUMBER. IF THE LUMBER WILL BE IN THE WEATHER OR
CLOSER THAN 18" FROM THE GROUND IT WILL NEED
TO BE PRESSURE TREATED. EXCEPT AS NOTED. ALL
FRAME WALLS WILL BE NO LESS THAN A *2 SPRUCE
AT 1611 OC, INTERIOR AND EXTERIOR,
SEE THE SIMPSON STRONG TIES CATALOG FOR
ANY ADDITIONAL INFORMATION ON ANY OF THE
SIMPSON FASTENERS SPECIFIED ON THIS PLAN.
CATALOG C-2010 EFFECTIVE 1/ 1/ 10
TREATMENT: ( SOIL CHEMICAL
BARRIER METHOD)
1)
A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND
9)
CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
REMOVED BEFORE EXTERIOR SOIL TREATMENT
THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL
10)
SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0"
2)
CONDINSATE AND ROOF DOWN SPOUTS SHALL DICHARGE AT LEAST 1'-0" AWAY FROM
OF THE STRUCTURES SIDEWALLS.
THE BUILDING SIDEWALLS
Ill
AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER
3)
IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL
CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION.
NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS SIDEWALLS
ANY 501L DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE
4)
TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING
RETREATED.
AND FINAL EARTH GRADE SHALL NOT BE LE55 THA 6 INCHES ( EXCEPTION PAINT OR
12)
ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT
DECORATIVE CEMENTIOUS FIN15H LESS THAN 518" THICK ADHERED DIRECTLY TO THE
13)
A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
FOUNDATION WALL.)
A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL
5)
INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED.
BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE. " THE BUILDING HAS
90
SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES,
OR FORMED.
THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
1)
BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLATION OF TRAPS, ETC. SHALL BE
14)
AFTER ALL WORK 1S COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM
MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A 51ZE AND
BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,TUB
DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT,
TRAP BOXES, FORMS,SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
8)
A MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
15)
NO WOOD, VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN
RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
15'-0" OF ANY BUILDING OR PROPOSED BUILDING
RE -TREATMENT IS REQUIRED,
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-582i
OFFICE FAX 352-588-2342
P 0 BOX 1325 SAN ANTONIO
FLA. 335-Tro
EMAIL: Han ley06eembargmail,com
CROSS SECTION
CONTRACTOR
G, L STEVE CONSTRUCTION
ZEF14YRHILLS FLORIDA
813-3SS-i314
GAME ROOM ADDITION ro4i 5F
OWNERS NAME ,AND ADDRESS
RICHARD and DEBORAH STILES
ro10-f SILVER OAKS BLVD
ZELPHYRH I LLS FLA
33542-4806
EAST PASCO COUNTY
DAVID W, SMITH/ MS, PE,
FLORIDA LIC,* 53608
352-521-0865 OFFICE 352-521-0861 FAX.
9909 WALLASTON DRIVE DADE CITY ,FLA, 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 200"1 EDITION
AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-Ol,
r.i
DAVID W. SMITH MS, PE. * 53608
I
IHERMAITRtJ
THERMA TRU DOORS
T.8 440Cr wMA < Ctt., COG047UN, QH ^.23 i 7TISL. 14 , 91248. 1 740
"FIBER CLASSIC"
6'8" SINGLE AND DOUBLE WI& WlOUT SIDELITES
INSWING / OUTSWiNG
I WSULATED FIBERGLASS DOOR WITH WOOD FRAMES.
1
I-•-105.50'' MAX. OVERALL FRAME WIDTH -
1 3 9 {
ii ai
K=-7i �'"�
IS--77 PSG _'�
,1 '•
? 4
cr 5
IP
5
5 5 5
General Rates
DOUBLE W/ SIDELITES OXXO
i . This product Gnchabtg drawing has been developed in compfitmce with the 2007 Florida
MAX DESIGN PRESSURE
Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification
+55.0
Agency Certificate for saes, specifications and ratings.
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment
74,50' MAX.
to base material shall be beyond wall dressing, stucco, foam, trick and other vend
37-CI" MAX.
OVERALL WIDTH --�
coverings.
--1
OVERALL
+-
1
3 0
3. Wood screws shall be Installed following Installation instructions of ANSI/ AMPA NDS 200
_ _
_.
i WIDTH
I 5J
5 S
All other fastener types to be insfioBed following fastener manufactu�s k*allotion
Instructions.
A Fastener embedment depths, edge distonces and center -center distances shoil be as
P
� �
specified by the fastener manufacturer but in no instance shd they be less than shown in
>
till�drawin 9•
�
� �
5
s k- -4 u- �P
5 nri.
r � ,r.-�
I�-.•�r �.-
5. where shims are used, they must be a 'field / stiff' moterial that complies with the
- �+ ti
S-T �- r*
�-•,�
requirements of the 2007 FBC.
1 I 1
, 1' I I'
't ,' '•. ,
6 Positive and ne ative de ' l assurer kements for use with thk dlsawing Shan be
determined by others for specific jobs in accordance with the governing code.
A Sifa co ndiitow. ,lot covered by llt draraPig are subject to further eng�erMg aTtolys s. 6 7 a
5 S 5
SINGLE X
MAX DESIGN PRESSURE
+67.0 -67.0
TABLE OF CONTENTS
SttBET #
flrSCiti
1
Typical elevaitons design pressures & general holes
2 -'
tuck andlodV
Frame onchorin & LA of materials
4
5
1 Anchor & vWkol cross sections masorWY/woadlStsel
V'Ew 3w
.C-
63w
MULLIONSHOWN FOREFERENCE/2x
IW
BUCK INSTAUATION
/1 X BUCK INSTALLATION
�f
TYP. HEAD do JAMBS
_ SEE NOTE 1
SEE NOTE 1
SEW 'C"- C" SWME DOOR %SIDELITES
.Cw
IT
eC
N
M
� 1
,
o
SEE �f
DETAIL 4" N h
i'E 1 i
1. 1/4" ITW concrete screws ondrorkV 6arne and/orsNf require a mirkwm 2-1/7
clearance to masonry edges. a 1-1/4" minimm embedment and a rrli *wm 3"
clearance to a*cent concrete screws. SubstJhNlon of equal concrete screws hen
a different supplier may have drffereol edge distance ar)d center distance
requirements. Concrete screw locations at the comers, and at muAiart locations
locations, may be a*nted to maintain the minimum edge distance to mortar joints.
If concrete screw locations noted as MAX. ON CENTER" must be adjusted to
nnalntah ftle minimum edge dsfance, to mortar taints, odd0ond concrete saews
may be required to ensure the axv*rrum on center dimension is not exceeded.
2. 3/ 16" iTw concrete screws an chorine frame and/or sit require a minimum 2-5/8"
clearance to masonry edges, a t-1/4" minimum embedment and a rr**rx m 2-1/4"
clearance to adjacent concrete screws unless otherwhe noted by concrete screw
manufacturer.
S. The sfid a is direct set into Me jamb with f i2) item #43 a #8 x T pth. wood screw.
There era (4) at each verncai jamb, from the top down of 135: 31 ", 48.5' & 66.
Thera are (2) at the header at 4" from the outside comers of the frame. there are (2)
at the sill. 4" from the outside comers.
WADI_ '6"
DOUBLE XX
MAX DESIGN PRESSURE
+S5.0 -55.0
V A'
-1 HH 3" 16" r
1F
MULLION
1
kSHOWN FOR
REFERENCE
(w/2X BUCK INSTALLATION
)W/1X SUCK INSTALLATCM
TYP. HEAD do JAMBS
SEE NOTE t
SEE NOTE T in
f, a1 I vi
DETAIL "2"
68.50" MAX•
OVERALL WIDTH --
If t 3 9
5 5 5
II h II II I'
.I tl I IL_ 1' IL f
S(NGLE W/ SiDELITES OXO
MAX DESIGN PRESSURE
+40.0 -40.0
r OVERALL WIDTH
T 3 g
5 5 5
!c= A
I I
r KA
' I
_-
�I' 1
2 i. I
4
5
'� I •, 1, 11 t'
_ 5- 5 5
S,'.YGL£ W/SIOE.LITF OX
MAX DESIGN PRESSURE
+40.0 -40.0
.8w 'A'
� F
1�
s W2" t�uac -T
INS ALIATION
w/�x BLlac —
6 WW/71 L.89M
TYP. HEAD
JAMBS
SEE NOTE 1 -
SEE NOTE I -
wVw .Dw A' .8w Aw
SIRM DOOR W131DEM VIEW "9'•- 18 SINGLE DOOR
W/2X BUCK
1NSTAL.LAMN
W/SX BUCK
INSTALLATION
SEE NOTE 2
SEE
DETAIL
n �
SmgPgS�ri
rM: N.T.S.
wa art DT
ra er: ww"
RUAW No:.
FL-5262.3-68
►err 1,- of _�L
Am 08 13 08 z
CAM N.T.S. °
Tutu. irr pT 3
m
we w WWH 3
wow M)_ a
FL-526213-68 0
I 4w
4"
- 4"
4" _ 4• 4.
t. t
4" _
p
4"
j
1
4'
i
A
a
-
-
I
4b�
1 I
11 t
I I
°�'
II
t1
II
f i
I i I MULLION
I I
MULLION
II
�►C
a st
`
MULLION q
MASONRY 4 I I SHOWN FOR I MULLION I
SHOWN FOR i I
MASONRY 4 I f SHOWN FOR MASONRY
OPENING I I REFERENCE OPENING
4 I 1
I I
SHOWN FOR
REFERENCE
I I
J J
J 3 a
1P
OPENING TYP. I I REFERENCE
1
REFERENCE
l
TYP
�,
! !
4 fALl
& JAMBS
!i
t
I i
HEAD11
do JAMBS
liEAi511
& JAMBS
I 1
Z b a
ggg •
2X BUCK SEE NOTE 1
N
1
I I
SEE NOTE 1
SEE NOTE
1
I I
& g`I:
E g g
I,
()
2X BUCK Ii 2X BUCKASTRAGL
4FOR
11SHOWN
{)
II
d REFERENCE
1
I I
II
Ii
m
o
() rn
ll o
It
II
tl
MULUON
SHOWN FOR
REFERENCE
II
i(
li
C
II
1
II
I{
tl
II
a
�
DOUBLE
W/SIDEUTES
ANCHORING
SINGLE W/S,IDELITE
BUCK ANCHORING
SINGLE
W/51DJ,ITES.
}
A
li
BUCK ANCHORING
a�
a
4w
�-48' i I 4'
�.
N01ES
1. 1/4" E1co concrete screws anchoring 2x buck require a
I
m"mum 1"clearance to masonry edges, a 1-1/4"n**n m
�*
¢
MASONRY TYP. HEAD
embedment and a mh MUM 4" clearance to adjacer d
concrete screws. Suktsututlon of equat concrete screws from a
MASONRY
4
TYP. HEAD
OPENING &�
ASTRAGAL
aNfferont suppler may have dMferent edge distance and
OPENING,
& JAMBS
in
SEE NOTE 1
1
SHOWN FOR
centerdfstancerequkaments. Concrete screwcotfons of fhe
lo
counters, at mvlaort locations; and at astragal locations maybe
SEE NOTE 1
2X tEMK
REFERENCE
�
actusted to mainfi tha nw urn edge dMonce to matEx
1
joints. ff concrete screw locations noted as MAX. ON CENTER
2X BUCK
M
must be acWed to nt **M the mh m nn edge EYstance to
U
a
mortar joints, add)Nond concrete screws may be required to
erne the maximum on center emersion s not exceeded.
II
�ds
x
a
fl
�
rxtr:OtS t3 08 �
stun M.T.S.
DT m'
DOURLE
BUCK
DOOR
ANCHORING
SINGLE. DOOR
UUCK ANCHORING
LNWH a
M
aaMNs NO,:
FL-5262.3-68 c
_
.
"Pala 1)F 5
2-1 /2'' MIN. FROM 2-1 /2" MIN. FROM
. OD�13 -.+- MASONRY EDGE MASONRY EDGE.-.-
.' ITYP.) 1• )TYP.)
-------------------
-�
ix BUCK °
INTERIOR EXTERIOR
9 READ JAMB
Ix sLb-buck
S InA t to"
J-2X BUCK
I INTERIOR
EXTERIOR
o m '
1
0,
.25" MAX.
SHIM FACE
EMB'
1.25 MIN
EMB. TV.
2
A1111iCA SAN AMA
5
To 2X Sub•twck
ftwfrQ stwwn
INTERIOR
V T Z
�xT�roR {i L
} o.t5" 1AR1. A
({ CSINK z z
4 f MAX:
t SHIM SPACE r3
_1.15-NN, INTERIOR EXTERIOR
EMB.
4 VEtiitalxAt SIDE JAMB 3 WD JAMB
To $ V&AiV shown 5 Tirouwin�g shown
1" MIN. FROM I" MIN. FROM
-.-.s- MASONRY EDGE- ---MASONRY EDGE
(TYP') MT.)
INTERIM 1=X`iERIOR
n
x1 21 "
• . 2-1 IT MIN. FROM • 2-11 /2' MIN. FROM 'C
MASONRY EDGE MASONRY EDGE-.- �-
ITYP.) (TYP.)
yka—c II Q= SECRON
EXTERIOR
e n
2-1/7' MIN. FROM 2-1/2" MIN. FROM
-.-► MASONRY EDGE - MASONRY EDGE•
(TYP-) (om'•)
8 VERTICAL CR= SWRON
S Inswing configuration
INTERIOR EXTERIOR INTERIOR EXTERIOR
1 `^--_ ter-•-' ( __ --- .. _
16 T
BUCK T"- • 13
A
INTERIOR p(T QR 2-1 IT MIN. FROM 2-1/2" MIN. FROM 2-1 /7' MIN. FROM l 2.1/r WN. FROM
- - " - -- - +-•—MASONRY EDGE - MASONRY ME. -..« MASONRY EDSONRY EDGE
1 HEAD tWIJ �� ('') (TYP.) (TYP-) f (TYP')
b To 2X sub -buck I � 1 VERTtCAt CROSS SEL'itON (1/EIC]TCAL CROSS SECflON
Iliswinp slvml Inswing catfiguratlon S Ou •g configuration
oke N.T.S.
wrl or DT
a«. ran: WWH
RItlM "L.
FL-.5262.3-66
has �5 ac 5
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-20CP-5821
OFFICE FAX 352-588-2342
S. HANLEY P O BOX i325 SAN ANTONIO
FLA. 33516
EMAIL: hanIa9O6*smbargma1I,com
SilverLine
a a,
WINDOWS+DOORS
an /A' ndersen Company
i SUERUNE DRIVE, MOM t 1t8t+XX, W OOM
SERIES Z 100 4 MODEL 2111
EXTRUDED VINYL
SiNGLE HUNG WINDOW
"N\.41FN-wrAcr
GEN32,AL NOTES
I. lhis product ilas been &itdwtect and Is in corrlpkme with t1e 2007 Ftortda V Code
(Ft3C) stnlctlxoi requirements exdlyding fhe Mh Velocity Hurricane Zane" (HWHZI.
2r ftxtt)ct a>n&xn shall be as IlSteif and smced as shown m doN*. Anchor winbe itrl to
balle mate d st a be beyond wol or stucco.
3^ When Used in areas mgwi ng wired game debris protection this product a requiPed to be
protected vMh on impoct raWont covering ilxd complies with section t 609.i .2 of the Hr-
4. For 2x siud ft=wV construction, alchodng of these units shd be the scarps as that shown
for 2x buck mosonry construction.
5. site corlditlm that deviote frorrl the dertok of itsfs drn require flx#w engineering
arxhsis by o licensed engineer or registered aw.hifect.
TAMOKOWSM
E
DESCf
1
TMcd Si@YR7ft1IN1 b 9MMO M*
2
Horiao t 3 vwkd amass sectforn
3
• A �-,
_l5uck and tlalrr►e
tiii`of martl�riats. 4ietai cold corrlpors
2a [K
QA? _449'
Of ft,Pra
BUCK ANCHORING
MAWNRY
....:.a" ,.--
S&W MAX., OVERALL FU04GE WIDTH ..s
M
- 62.[lD'' MAX. OVERALL FRAME y+ OTH •
!1T
l �1 f•
? ! V
a7 0
h ^• I
Sri
1/t('iM -
'�
-. VVGALL
y V
0045"N ►fcm
37.01r x 6SAr
36.tt0" x 61W
32.1r x 2&1r
G1
+50.0
-St! 0
"Ar x &3JW
45.0r x 62.00"
30.7r x 33.tr
+40.0
-40.0
53.W x F3.W
32,0r3" x 72AW
47.7S` x 33.1Z"
+30.0
j,0
N 2.
2x BUCK
v'1iYG%CS.i
JVA51INRY
V417X FUCK
NSTA
i YG- °iEAD
y 1 bx
y
,
9
CONCA.FFF ANCHOR NWES;
s..it..tTsir. urfGn Gt cgt,csi COnGTf?r@.1a,TeiMS F1L;lTt ty C7tft4?rL+t1-F SUFlT}W. Inpy t)C1Vg.{jjy'telf,+l,r ef)qe 7sstr>•nCe r.:nr CenrOrCtiStatnf,.Q r-CTtfiM"rsten3s_
2. Concrete screw locations at the comers rtxty be ad)t+s°ed to maintain the nlirtsrrwrn edge di�vonce to. mortar joints. If concrete screw
IOCaticns noted as "MAX. ON CENTER" must be adjusted to rrxlinroin the r11ir dnvm edge di;lonce to tnonor inints. add tionai concrete
S r'rew" mov he re. auiked to entivrp the rnC;1C113'rC?rn or', t;en?pr irroriilhrt f5 not exr'.+ &E' , 1
J.CCJ1C•rete anchor tobde:
ANCHOR
TYPE
ANCHOR
SIZE
MINIMUM
EMOE ENT.
MINIMUM CLEARANCE.
TO M/4St3 AY WGE
MINIMUM CLEARANCE TL2 ;
ADJACEdd1'ANCHO&
iTW
1(rT
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-141.6
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DESIGN PRESSSUTYS LASTED IN TABLE ARE BASED ON COMPARATIVE AND RATIONAL
ANALYSES DONE I`i TIMS HP EN07NEMUNG PROJLC r AND ARE IN CONFORMANCE V7MI
Z307 fLORWI k 9iTii.iIIII o CODE, zoo suPPLEmEN M TILE 2ko-I FLORIDA BUXDING Cie=
2507 FLORIDA 1RBSIDENTIAL CODE, AND 2006 at3PPLMk/ NT 1'0 12004 FLOWDrA t+1�A/4£ Z 4a4►S
RVS1Dt?1 IAL COME.
A1lez2 N. Reeves, P,E. 4_ ^Structural Engineer Florida License #193�4
FLORID.A BUILDING CODES DG NOT DIRECi'LY IdAINDATE it 1NI-' LOAD DESIGN "ICFUri"'
ff
ON SOFFITS. b7.0RIDA RESIDENTIAL CODES DO MECMY MANDATE WIND LOAD D11
RP Jri13 � MR Engi11eedng fnc. DATE /2 JOWL too$ PRWECTNp_197120006 GNEEi
PRESSURES ON SOFFITS.
! CUENt A L. -COA llO,ti E E X7, gy, sIs R N es PRa ECr NAME_ A- L C O}� SOFFITS - ri-os tA�
ALCOA PRO -BEAD SOFFITT
FLORIDA APPROVAL 011191.8
OF -SIGN SERVICES INC,
MOBILE/ OFFICE 352-206-5821
OFFICE FAX 352-588-2342
R. S, HANLEY P 0 SOX 1325 SAN ANTONIO
FLA, 33516
EMAIL: hanlegObsembargmail.com
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