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0 STRUCTURAL
NOTES:GENERAL NOTES:STRUCTURALDESIGNCRITERIATERMITESPECIFICATIONS:3.
ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE
HOLES IN THE CENTER OF THE STUD UP TO 1" DIA.SHALL
HAVE STUD PROTECTION SHIELDS
FOR ALL HOLES OVER 1" IN DIA.FOR
PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON
HSS2 STUD SHOES,TYP., U.N.O.FOUNDATIONS
FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REViSIONS BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-
02)BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI
530-02)NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,
2001 EDITION APA PLYWOOD
DESIGNSPECIFICATIONCODES:1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE
TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT
CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE
WATER HEATER OR ELECTRIC PANEl.(FBC
104.2.6)2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
LEAST 1'-0"AWAY FROM BUILDING SIDE WALKS.(FBC
1503.4.4)3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING All RISERS
AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDEWALLS.(FBC
1503.4.4)4. TO PROVIDE FOR INSPECTION FOR TERMITE
INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHAll NOT BE lESS
THAT 6INCHES.THE FOllOWI:--"G
TECHINCAl CODES
SHALL APPLY:2001 FLORIDA
BUILDING CODE,WITH
2003REViSIONS PlUMBI:--"G , MECHANICAL, FUEL
GAS,ENERGY EFFICIENCY,
ACCESSIBILITY,AND NFPA 70-02 NATIONAL
ELECTRICAL CODES SOil TO BE COMPACTED TO AT
LEAST 95%OF MAX. DRY DENSITY AS
DETERMINED BY ASTM - 1557 ( MODIFIED
PROCTOR)
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i "i FOUNDATION
INSPECTIONS A
FOUNDATION SURVEY SHALL BE PERFORMED A:--"DA COPY OF
THE SURVEY SHAll BE ON SITE FOR THE BUilDING INSPECTORS USE,
OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO
VERIFY REQUIRED SETBACKS.CAST IN
PLACE CONCRETE 1. ALL
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT
28 DAYS OF 3000 PSI, A SLUMP OF 6"PLUS OR
MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,AND A
MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL
REINFORCING STEEL SHAll BE NEW DOMESTIC DEFORMED BillET
STEEL CONFORMING TO ASTM A615 GRADE 40.
3. WELDED
WIRE FABRIC SHALL CONFORM TO ASTM A-185.IfIINF
SHAll BE lAPPED AT lEAST 6" AND CONTAIN AT LEAST
ONE CROSS WIRE WITHIN THE 6".4.
HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL
TOP BARS OF BEAMS.5.
HORIZONTAL FOOTING BARS SHAll BE BENT 1'-0"AROUND
CORNERS OR CORNER BARS WITH A 2'-0"LAP
PROVIDED 6.
MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES
SHALL BE 40 BAR DIAMETERS TYP.7.
CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/
2" TO FORM WOOD
FRAMING INSPECTION 20 PSF (REDUCIBLE)40
PSF 40
PSF 40
PSF 20
PSF 10
PSF ATTIC l.L.ROOF
RESIDENTIAL
FLOOR, UNLESS OTHERWISE INDICATED BALCONIES
STAIRS
LIGHT
PARTITIONS (DEAD lOAD), U.N.O.WIND
LOADS BASED ON FBC, SECTION 1606.2.WIND
VELOCITY: 123 M.P.H., USE FACTOR: 1.0 LIVE
LOADS:ALL
PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-
INS MUST BE COMPLETE, INSPECTED
AND APPROVED BEFORE REQUESTING FRAMING
INSPECTION.
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WALL MOUNT WATER CLOSET VOLUME
3.5 GALLONS
3. WATER - FLOW RATE.PUBLIC
FACILITIES 0.5 G.P.M.PRIVATE
FACILITIES 2.2 G.P.M.SHOWER
HEADS 2.5 G.P.M.4.
ALL WATER LINE PLUMBING TO
BE PVPC VTR
LOCATIONS ARE APPROXIMATE AND
MAY CHANGE DUE TO JOBSITE CONDITIONS
THE
FOllOWING SHAll COMPLY WITH
THE 2001 FBC.D
PORCHES AND BALCONIES SECTION
1014 o
HANDRAilS - SECTION 1007.5 o GUARDRAILS -
SECTION 1015, 1019.9 o STAIRS - SECTION
1007 D CHIM:--"EY & FIREPLACE
SECTION 2804-2806 (MFGR)SECTION
2113-2114 (MAS)
D EGRESS WINDOWS
SECTION 1005.4
PREFABRICATED WOODTRUSSES
1. ALL PREFABRICATED
WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WAllS OR BEAMS WITH HURRICANE CLIPS OR
ANCHORS.2. PREFABRICATE WOOD
TRUSSES SHAll BE DESIGNED IN ACCORDANCE WITH THE
LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR
STRESS-GRADE LUMBER AND ITS FASTENERS"
AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS
ASSOCIATION.3. TRUSS
MEMBERS AND CONNECTIONS SHALL BE PROPOR-TIONED ( WITH
A MAXIMUM AllOWABLE STRESS INCREASE FOR LOAD
DURATION OF 25%) TO WITHSTAND THE LIVE lOADS GIVEN
IN THE NOTES AND TOTAL DEAD LOAD.4. BRIDGING
FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED
BY THE TRUSS MANUFACTURER UNLESS NOTED
ON THE PLANS.5.
TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION
OF TRUSSES ONLY. WEB MEMBERS ARE NOT
SHOWN, BUT SHAll BE DESIGNED BY THE TRUSS MANUFACTURER
I,'J ACCORDANCE WITH THE FOllOWING DESIGN
lOADS:6.
DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE
CONNECTED WOOD TRUSSES PER THE TRUSS PLATE
INSTITUTE TPI LATEST EDITION.7.
PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY
THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED lOADS
AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS
FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,
BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND
AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED
FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH
SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA
REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION.
8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS
WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
WIND LOADS:
F. B.C.)EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINiSH LESS THAN 5/8"
THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6)
5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
is COMPLETE.(FBC 1816.1.1)
6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2)
7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS,
ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT
FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF
SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3)
8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTIO,'J. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT is
REQUIRED.(FBC 1816.1.4)
3000 PSI
3000 PSI
ALL CONCRETE UNLESS OTHERWiSE INDICATED
PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY
DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS)
CONCRETE
STRENGTH
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0 ASTM A185 ASTM A615-
40 40,000 PSI ASTM
A61540 40,000 PSI WELDED WIRE
FABRIC SHALL CONFORM
TO ALL REINFORCING BARS
ALL
STIRRUPS
AND
TIES
REINFORCING:lfl o o N ASTM C90-99b, STANDARD
WEIGHT UNITS, fm=1500 PSI
MORTAR TYPE "S" 1800 PSI
CO~CRETE GROUT 3000 PSI CONTINUOUS MASONRY
INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MiSCELLANEOUS STEEL A36 36,
000 PSI, U.N.O SHOP
AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:
ASTM A36 OR ASTM A-30?BEAMS, RAFTERS,
JOIST, PLATES, ETC. U.N.O.O. 2
SOUTHERN YELLOW PINE (19% M.C.)ROOF DECK:
PLYWOOD CC/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G
A-C GROUP 1 APA RATED (48/24)
WALL SHEATHING: PLYWOOD CC/C-D, EXTERIOR OR
OSB VERSA LAM BEAM Fb = 2900 PSI (2.
0E)WOOD
COLS. PARALLAM 2.0E U.N,
O.DESIGN LOADS:TOP CHORD LIVE
LOAD:
20
PSF
TOP
CHORD
DEAD LOAD: 10 PSF CONCRETE MASONRY UNITS:STRUCTURAL STEEL:9. CONCRETE
OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5)10. SOil TREATMENT
MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-
0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6)11. AN
EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DiSTURBED AFTER THE VERTICAL BARRIER
is APPLIED, SHALL BE RETREATED.(FBC 1816.1.6)12. ALL BUILDINGS ARE
REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1.7)13. A
CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A
LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPA~CY WILL
BE iSSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING
HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT
is IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7)14. AFTER ALL WORK
is COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN
1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
TUB TRAY BOXES, FORMS,
SHORING OR
OTHER CELLULOSE CONTAINING MATERIAL.FBC 2303.1.3)
REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED
BARS FREE FROM RUST, SCALE & OIL & SHALL MEET
ASTM A615 REINFORCING FOR FOOTING SHALL BE
SUPPORTED ON PRE-CAST CONCRETE PADS,
TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY
STRII\GERS.DOWELS FOR COLUMNS & FILLED CELLS SHALL
BE SECURED IN PLACE BY USING ADDITIONAL
CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES
IN REINFORCING WHERE PERMITTED SHALL
BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWINGS:FTGS, WALLS, COLUMNS, BEAMS,
SLABS: 36 DIA. OR 2'-0" MIN., WHICHEVER is MORE.FILLED CELL
REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER is MORE.TEMPERATURE
REINFORCING: 20 DIA. OR 1'-
0" MIN.,
WHICHEVER
IS
MORE.
WELDED
WIRE
MESH: 8"
LAP
WOOD
FRAMING:o o
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Cl' In
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In:
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IUlI.J..r-
Ar-<(OO
l,
Ulo..
I
I- W r-i I-o
o IJ]5. ALL OPENINGS SHALL COMPLY
WITH 2001 FBC WII\
D LOADS AS STATED
BELOW, ATTACHMENTS OF WINDOWS,DOORS, SLIDING GLASS DOORS
AND O.H. GARAGE DOORS ARE
TO DELEGATED THE MANUFACTURER
OF THESE ITEMS. THE
MANUFACTURER OF
THESE ITEMS SHALL SUBMIT ATTACHMENTS
FOR SITE INSTALLATION.SEE
ATTACHED SPECIFICATION SHEETS FOR
MANUFACTURERS DESIGN CRITERIA AND INSTALLATION
METHODS FOR WINDOWS,DOORS,
SLIDING GLASS
DOORS,
OVERHEAD GARAGE DOORS, AND ROOFING.WOOD
ROOF TRUSSES:
BOTTOM CHORDDEADLOAD:10 PSF 40
PSF 10 PSF BOTTOM CHORD ATTIC LIVE
LOAD:SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR
NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.
S.F.
DEAD LOAD,
BUT NOT
EXCEEDING ACTUAL
DEAD
LOAD.DESIGN LOADS:
DEAD LOAD:LIVE LOAD:TOTAL:MASONRY WALL CONST.
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT,
GRADE N, TYPE 2, CONFORMING TO ASTM
C90,WITH A MINIMUM NET COMPRESSIVE
STRENGTH OF 1900 PSI ( f'm = 1500 PSI)
2. MORTAR
SHALL BE TYPE "S", CONFORMING TO ASTM C270.3. COARSE
GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM
AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI SLUMP 8" TO 11".4.
VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.
5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE
TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN
THE CENTER
OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED.6. REINFORCING STEEL
SHALL BELAPPED A MINIMUM OF 40 BAR DIAMETERS,
U:--"LESS OTHERWISE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL
BE PROVIDED BELOW BOI\D BEAM. PLASTIC SCREEN, METAL LATH STRIP
OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT
INTO CELLS BELOW. THE USE OF
FELT PAPER
AS A STOP IS PROHIBITED.UPLIFT CONNECTORS 1.
UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS
AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN
WALLS THAT ARE EXPOSED TO UPLIFT FORCES.INTERIOR
LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT
FORCES. THE MEMBERS OF THESE WALLS WOULD NOT
NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS
ENGINEERING FOR THE LOCATION OF THESE WALLS.15. NO WOOD, VEGETATION,
STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANYBUILDING
OR PROPOSED
BUILDING.(FBC 2303,
1.4)
WOOD FLOOR
TRUSSES:15 PSF 50 PSF 65
PSF 6. ALL DOORS INTERIOR & EXTERIOR
ARE 6'-8" UNLESS OTHERWiSE
I\OTED
ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS
7. ALL WINDOWS WITHIN 24"
OF DOORS INTF.RIOR & EXTERIOR) AND WITHIN
18" OF FLR
TO
BE TEMPERED GLASS.SECTION 2405.2)ABBREVIATIONS ASSUMED ALLOWABLE
SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE
SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT
DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR
SHALL CONTACT THE EI\GINEER PRIOR TO
FOUNDATION POUR
FOR
VERIFICATION
OF
FOUNDATION
DESIGN.
SOIL
BEARING VALUE:Opening Optional
Piece Pedestal
Parallam Pounds
per linear foot Plate
Height Plant
Shelf Pounds
per
square
foot
Pressure
Treated
Powder Room Radius
Refrigerator Required
Room Round
Rod
and
Shelf Smoke
Detector Square Ft.
Shelves
Sheet Side Lights
Spruce
Pine Fir
Square Southern Yellow
Pine Tempered Th :
cken Top of
Block Top
of
Masonry Top of
Plate Transom Window
Typicaf Under
Cabinet
Lighting
Unless Noted Otherwise
Vanity
Base
Vertical Versalam
Vent through
Roof
Washer With
Water Closet
Wedge
Anchor
Wood
Water Proof
Opn'
g.Opt.
Pc.Ped.
P.
L.PLF
PIt.
Ht.
Pit
Sh.PSF
P.
T.
Pwd.Rad.
Ref.
Req'd.
Rm.
Rnd.
R/SH
SD.S,F.
Sh.
SHT S.L.
S.
P.F.
Sq.S.Y.
P.Temp.Thik'
n.T.O.
B,
T.
O.
M.T.O.
P.
Trans.
Typ.UCL
U.
N.
O.
VB Vert.
V.L.
VTR
W
W/W/
C
W.
A.Wd
WP Anchor Bolt
Above Air-Conditioner
Adjustab!
e Above
Finished Floor
Air Handler
Unit
Alternate
Base Cabinet
Blfold
Door
Book
Shelf
Beam Bottom Bypass
door Bearing
Circle
Ceiling
Column A/
C
Compressor
Ceramic
Tile
Dryer Decorative
Dedicated Outlet
Double
Diameter
Disposal Distance
Drawer
Stack
Dryer
Vent
Dishwasher Each Each
Way Electrical
Elevation Exterior Expansion Florida
Bldg.
Code
Finished Floor
Fixed
G I
ass
Floor
Foundation
Floor System
Fireplace Foot / Feet
Footing Fixed
Galvanized
General
Contractor Ground
Fault
Interrupter
Girder Truss
Header
Height
Hose Bibb
Interior Kneewall
Knee
Space
Laundry Lavatory
Linear
Ft.
Laundry
Tub
Masonry
Maximum
MediCine Cabinet Manufacturer
Microwave Minimum Microlam
Mirror Monolithic
Not to
Scale
F.
B,C.
Fin. Fir.
F.
G.Fir.
Fdn.
Fir.
Sys,F.
PI.Ft.F1:
g.FX
Galv.
G.
C.
G.
F.I.
G.T.
Hdr.
Hgt.
HB Int.
K/Wall
K.
S.
Laun.Lav,
L.
F.
L.
T.Mas.
Max
M.
C.Mfgr.Micro.
Min M.
L.
Mir.Mono
N.
T.S.A.
B.Abv.A/
C
Adj.A,
F.F.
A.H.
U.
ALT.
B.C.
B.
F,
Bk
Sh
Bm.
BOT.B.
P.
Brg.
Cir.
Clg.
Col.
Compo
C.
T.D
Dec.Ded.
Dbl.
Dia.
Disp.Dist.
D.
S.
D.
V.
DW.Ea.E.
W.Elec.
Elev.
Ext.
Exp.BUILDING DATA
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INDEX OF DRAWINGS CONSTRUCTION TYPE -
TYPE VI UNPROTECTED SECTION 608 -
FBC 2001)MEAN ROOF
15 FT. HIGH TYPICAL FOR SINGLE HOMES
WIND SPEED 123 MPH (3 SEC. GUST)
WIND IMPORTANCE FACTOR - (Iw) = 1.0 WIND EXPOSURE -, "
B" (FBC 1606.1.8)INTERNAL PRESSURE
COEFFICIENT = +/- 0.
55 (PARTIALLY ENCLOSED
BlDG)
SHT
NO:
TITLE
1
2
3
4
5
6
S-
1
S-
2 S-
3 S-
4 5-
5 5-
6
S-7
COVER SHEET
FLOOR PLAN FOUNDATION PLAN
ELECTRICAL
PLAN
ELEVATIONS
TRUSS
LAYOUT MASONRY
DETAILS LINTEL
PLAN
AND DETAILS
DETAILS DETAILS
DETAILS DETAILS
STRUC. NOTES &
HANGER
INFORMATION DETAILS
DOOR DETAILS
ROOFING DETAILS
ROOFING
DETAILS
GARAGE
DETAILS DETAILS
PRODUCT APPROVAL WINDOW DETAILS 5GD DETAILS DETAILS DETAILS
DETAILS WOOD CONSTRUCTION 1. WOOD
CONSTRUCTION SHALL CONFORM
TO THE NFPA NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION",
LATEST EDITION.2. ALL EXTERIOR WOOD STUD
WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING
MEMBERS,I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER
SOUTHERN PINE, OR S.
P.F. NUMBER
2 GRADE SHALL BE USED REGARDLESS OF SPECIES.DESIGN WIND
PRESSURE:COMPONENT AND
CLADDING) WORST CASE (10 SF - END ZONE)
WINDOWS AND
DOORS 123
MPH + 38PSF / -
40
PSF ZZ
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VALUES & CONNECTORS
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lICS)o MATERIALS1. f'c precast
lintels = 3500 psi.
2.
f'
c prestressed lintels = 6000 psi.
3. grouted per ASTM C476 f'g =
3000 psi w/maximum 3/8" aggregateand
8"
to 11" slump.4. Concrete masonry units (
CMU) per ASTM C90 w/minimum net
area compressive strength = 1900 psi.5. Rebar per ASTM A615
Grade 60.6. Prestressing strand per ASTM A416 grade
270 low relaxation.7.7/32 wire per ASTM
A510.8. Mortar per ASTM C270 type
M or S.GENERAL INSTALLATION NOTES 1.
Provide full Mo".ar head a~d
bed joints.2.
Shore filed li~~els as required.3.
l'"Is,allatio~ of lintel Must COMply with the
archtectural and/or
s'Juctu~al drawngs.4. J-Lin'.els are ma'
lufactured with 5-1/2" long no'"
cres atthe ends to accomModate vertical cell re,~forc,ng and groJ:lng.5. All liNes
creet or exceed L/360ve::ical deflection, except lintels 17'-4" and onger wi'"h a
nominal hegrt of 8" meet or exceed L/
180.6. 80:tO,1l feld added rebar tobe located at the boaoM of :he
iinte cav:y.7. 7/32" daMe'"er wire skrups a'e welded
to the bottom steel 'or Tecranlca anchorage.8. Cast'ln-place conc~e~e may be provided in
COI'1pos!te In'"elln lieu of conc~ete masonry units.9. Sa'e .oad ratings based
on rational design analYSIS per ACI 318 a'"ld ACI 53010. ProdJct Approvas: 'v1iaMi Dade COJnty, Forida r-;
os03-060505
and 03-0605.04.1:". Tre exter,or su'face of lintels Instaledn exterorconcrete masonry walls
shall have a coatng 0' stJCCO appliedn accordance with AST'v1 C-
926 or other app'ovedcoati ng.12. Lintels loaded siMultaneous'y with veritcal (grav!
ty and uplift) and no'izonta (lateral)loadsshoJd be checked for combine loading
with the
following eql.oaron:Appled ver:ical load Applied lio'izon'.al load Safe vertical load
SAFE LOAD TABLE NOTES Sa'e horizontal load 1.0 1A'
I values based on mlnimul1 4" bearing. Exception: Safe
loads for unfilled
lin'.els mJst be
reduced by 20% If
bearing length
is less than 6-1/2".Safe loads 'or all recessed :intes based on
8" nOl1inal bea'ng.2 'J.R. = f\ot Ra~ed.3. ~afe loads are
total superimposed allowable load on the section specified.4. Sa'e loads
based on grade 40 or grade 60 '
ield rebar.5. ^dditionolloterollood capacity can be obtoined by 'he designer by
providing addonal ~elnfo'ced masonry above the p~ecast lin'"el.6 O'"
le #7 rebar Tay be substitJ'"ed for two #5 rebars
In 8" lintels on y.7 The designer noay evalua'.
e concentratedloads "011 the safe load tables by calcJ'at'ng the maXll1Jrrl resisting 'T'oment and
shear at d-away from the face of s~pport.8. For compos'te
lintel heghts not srowf1, Jse safe load from next ,ower height.9. For lintel !eng:hs not srown,
use safe load from the next ongesI le'lgth srow'l.10. All safe loads
in ~n;ts of pOJnds per 'inear foot.11. Ail safe 'oads based on siMplySupport span.12.
The nuMber in '"he pa~en."hess indlca'"es the percent ~educt'
on for grade 40 feld added rebar.Exal'1p'
e: 76" lintel Type 8f32,lB safe gravity oaa = 6472 (15)w/15% redJction = > 6472 (85) = 5501
plf SAFE LOAD
TABLESTYPE I_ENGTH -___2-10" (34") PRECAST 3'6" (42") PRECAST 4'-
0" (48") PRECAST 4'-6" (54") PRECAST
5'-4" (64")
PRECAST
5',10" (70")
PRECAST 6'-6" (
78") PRECAST 7'-6" (
90") PRECAST 9'4" (
112")PRECAST 10'-6" (
126") PRECAST 11'-4" (
136") PRECAST 12-0" (
144") PRECAST 13'-4" (
160") PRECAST 14.-0" (
168") PRECAST 14'-8" (
176") PRESnESSED FOR GRAVITY,
UPLIFT & LATERAL LOADS 8"
PRECAST & PRESTRESSED U-
LlNTELS 8U8 8F8-08
8F8-1B 2231,Of;
q Of;q 2231,
Of;q 3069 1966 ?C:;
f;1 2693 1599
1969 2189
1217
1349 1663 1062
1105 1451
908 1238 1238
743
1011 1011 554 699
752
475 535
643
362 582
582
337 540
540
296 471
471
279 424
442
i.R. '
iR
8F12-0B
8F12,
18 4Rn.'
i
4RO'i
71q
460'i
7'
i1 4605
2110
4375 1438 3090
1173
2622 2177
21771729
17291160
1245
8901052
945945
873
873
755
755
706
706
iR
783
NR
7:
0
NR
548
NR
420
NR
340
iR
315
NR
250
458
15'-
4" (
184")
PRESTRESSED
N.R.
NR
412
17'-
4" (
208")
PRESTRESSED
NR
NR
300
19'-
4" (
232") PRESTRESSED N.R NR 235 21'-
4" (
256") PRESTRESSED N.R. '<R 180
22'-
0" (264") PRESTRESSED NR NR 165 24'-
0" (
288") PRESTRESSED N.R. NR 129 L~
Z
2-10" (34") PRECAST 3'6" (
42")
PRECAST 4'-0" (48") PRECAST 4-6" (
54")
PRECAST 5'
4" (64") PRECAST
5-10" (70") PRECAST
6-6" (78") PRECAST
7'-6" (90")
PRECAST 9'-4" (112")
PRECAST 10-6" (
126") PRECAST 11'-
4" (136") PRECAST 12.-
0" (144") PRECAST 13'-
4" (160") PRECAST
14-0" (168") PRECAST
14.-8' (176") PRE.
STRE.SSED 15 4" (
184") PRE.STRE.
SSEf)17'4" (208") PRE.STRESSED
19.4" (232") PRE.STReSSED 21.
4" (256") PRE.STRE.SSED
220.' (264') PRE.STRE.SSEJ
240" (288") PRE.STReSSEf)8F8-iT
8F8-2T 1q7?1q7?1569
1569 13R3 1363 1207
1207
1016
1016
909
929
835 (
12
835
727 (
23
727
591
591
530
530 474
494
470 (9)
470
418 (
15
428
384(
15
410
239 246
224
230 187
192
162 166
142
142
137
137
124
124
8Rl-
6
4'-
4" (
52")
PRECAST
1635
4'-
6" (
54")
PRECAST 1494 5-8" (68")
PRECAST 866 5'-10" (70")
PRECAST 810 6'-8" (
80") PRECAST 797 7'-6" (
90") PRECAST 669 9-8" (
116")PRECAST 411 GRAVITY 8F16-
0B 8F20-08 8F16-
1B
8F20-1B
6113 6113
5163
6113
3820
6113
2931
6113
1999
5365
1631
4360
3480
3480
2632
0"'''''
1R?'
i
1 QA'
I 1'0,
01711;'1'<
S;S;
0""A
D~
A
n7~n7~
nn?
nfl?
i>
1,
70
R 1 ?
I;
n Ii>q'
iO
N'l
750R
598
R
i'
iO
NR4'
in
75477547
6607
7547
4890
7547
3753
7547(
7)
2560 7547(
36)
2090 7168 (
45)
3031 5381
n'
i
1QOQiR4
I;"'
Lt
no,<no'
l
Q)"1
QLtR
I':"'A
R 1J?
R
1<?
R NR
afl')17"
N~
1.,?
R
7
q R4<;
7R,
i
R<;,
i8"
PRECAST & PRESTRESSED
U-LlN TELS 8F12-lT
8F16-iT
I~F12-2T
8F16-2T 1 7.
1 44RO
17~ 4460
2524 3547
2524 3547
2192 3079
2192 3079
1940 2724
1940 2724
1632 2290
1632 2290
1492 2093
1492 2093
1340 1880
1340 1880 1021
1634 (12)
1166 1634 680
1133 (15
851 1326 552
914 (15
686 1183 485
798 (15
599 1028 441
723 (14
543 928 373
606 (14
455 770 346
559 (14
420 709 323
519 (13
390 655 302
485 (13
364 609 255
404 (12)
303 500 222
347 (11
261 424 198
306 (11
230 369 192
295 (10
221 354 175
267 (10
200
316
UPLIFT
8F20-
lT
8F20-
2T
i747
747
4569
4569
3966
3966
3508
3508
2949
2949
2694 2694
2419
2419 2102 (
11
2102 1471 (
15
1705 1185 (
15
1526 1034 (
15
1422 936 (
14
1349 783 (
14
1145 723 (
14
1050 671 (
13
968 626 (
13
897 520 (
12)
732 446 (
11
616 393
11
531 378 (
11
508
341 (
10
450
8F24-
lT
8F24-
2T
7034
7034
5591
5591
4853
4853
4292
4292
3607 3607
3295
3295 2959
2959
2571 (10
2571
1811 (15
2084
1458 (15
1865
1272 (15
1738
1151 (15
1649 962 (
14 1444
887 (14
1434 (8)
823 (13
1324 (8)
767 (13
1224 (8)
637 (12
993 (8)
546 (12
831 (8)
480 (11
713 (7)
461 (10
681 (
7)
416 (
10
600 (
7)
8F24-
08
8F24-
18
8974
8974 8054
8974
961 8974
4576
8672
3123
7342 (
19)
2549
6036 (
19)
3707
8360
2698
5681
3486
3486
2777
2781
2423
2423
2193
2193
1838
1838
697
697
NR
2245
iR
2058
R
609
NR
1282
NR 1114 R
047 iR
884
8F28-
lT
8F28-
2T
8:
3?
1
83?
1
6613
6613
5740 i740
5077
5077 4265
4265
3897 3897
3498
3498 3039 (
10
3039 2152 (
16
2463 1732 (
15
2204 1510 (
15 2053
1366 (15
1948 1141 (
14 1718
1052 (14
1694 (8)
976 (14
1625 (11
909 (13
1562 (14
754 (12
1268 (14
646 (12
1057 (14
567 (11
903 (
13
545 (
11
861 (
13
491 (
10
756 (
12
8F28-
0B 8F28-
18
10394 10394
9502
10394 7034
10394
5400 10294
3686
8733 (19)
3009
7181 (19)
4383
10394 (
37)
3191
8467 (
44)
2818
4705 (
37)
2163
3643 (
38)
3127
3127
2805
2805
2316
2316
2127
2127
NR
2517
i~
2320 iR
1849
NR
1515
N~
1359
R
1285
NR
1092
8F32-08
8F32,
18 11809
11809
10951 11809
8107
11809 6224
11809
4249 10127 (
19)
3470 8328 (
20)
5061
8825 (
14)
3685
6472 (
15)
3302
6390(
47)
2536
4754 (
45)
4006
4006
3552
3552
28832883
2630
2630
NR
2712
NR
2513 iR
2047
NR
lll6
NR
1,
i68
NR
1399
iR
1222
LATERAL
8F32,
iT
8F32-
2T
9608 9608
7636 7636 6627
6627
5861 5861 4924 4924 4498
4498
4038 4038 3508 (9) 424
534
357 3508 2494 (15 326
512
227 2842 2007 (15 284
401
178 2544 1749 (15 260
452
152
2369
1582 (
15
244
402
135
2247
1321 (
14)
217
324
109
1993
1218
1954
1129 1874 1052 1801 872 1470 746
1225
654
1046
629
997
566
875
8"
PRECAST
W/
2"
RECESS
DOOR
U-
LlNTELS
8RF6-
0B
8RF6-
1B
1749
1891
1596
1756
920
1167
859
1113
901
901
755
755
466
526
8RF10-
08
8RF10-
18
3355
3699
3063
3699
1770
2481
1653
2342
1825
1825
1490
1490
999
999GRAVITY
8RF14-
08
8RF14-
1B
3280
5206
2992
5206 1716
4567
1600
4242
3120
3120
2459
2459 1568 1568 8RF18-08 8'1F18-
18
4349
6639
3968
6639
2277
6389
2124 6639 (
10)
5048 5048
3776
3776
2253
2253
8"
PRECAST
WI 2"
RECESS
DOOR U-LlNTELS
8RF22-
08 8RF22-18
5421
8060 4946 8060
2839
8060 (
34)2649 8060 (
39)
7747 7915 5743
5743
3129 3129 14)
205
7 14 N R
11) . .
13) "
J.
R.
14)
12)
N.
R.14)
12)
14 N
R.
11
13)
N.R.
11)
13
N.
R.10)13 N.R. 91 8RF26-08 8RF26-18 6493 94795924
9479 3402 7917 (19)3174 7402 (19)9448 9479 7239
8998 (19)4091 4150 UPLIFT TYPE 8RF6-lT RRF1 n_1
QRI'14_H 8RFl8-lT 8RF22-iT
8RF26-lT 8'1F30-iT LENGTH -----_____ 8RF6-2T RRF1 0_ ~T 8RFl8-2T
8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52")
PRECAST 905 174R 2635 3522 4409 5296 6183 905 174R 2635 3522
4409 5296 6183 4'-6" (54") PRECAST 867
1 R7'i 2525 3374 4224 5074 5924 867 1 R7'i
2525 3374 4224 5074 5924 5'8" (68")
PRECAST 675 1,01 1960 2618 3277 3935 4594 675
1,01 1960 2618 3277 3935 4594 5',
10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453 655 1 ?R? 1900
2538 3176 3815 4453 6-8" (80")
PRECAST 570 101? 1651 2204 2758 3312 3865 570 1 nQ7 1651 2204 2758 3312 3865
7'-6" (90") PRECAST 506 7Q7 1462(
8) 1952 (7) 2442 (6) 2931 (6 3257 506
967 1462 195224422931 3421 9'-8" (116")
PRECAST 395 491
931(
12) 1301 (15
1640 (15 1980 (
15 2322 (16)
395 589 1135
1514 1893 2272
2652 THE NU'
v1BERS IN PARENTHESIS
ARE PERCENT
REDLCTIONS FOR
GR40 FIELD
ADD::D
REBAR. SEE '<
OTE '<0.
4 8U8
8F8
REINF
CMU
1293,
1642
2135
1025
1024
1830 765
763
1365 592
591
1057 411
411
734 340
339
607 507
721
483 293 98 284
89 259 82
194 63 148
51 125 42
116 39 33
8RF30-08 8RF30-
18 7567 10893
6904 10893 3966
9311 (19)3700 8706 (19)7360 10893(32
5623 10893(48)3146 5891 (47)LATERAL
8Rl-6
8RF6 ~E~NJ~758 757 1365 694 693 1249
408 407734
382
381 687 595 788 510
509 674
393 370 490 227 TYP. TIE BEAM
W/3000 P.S.
I.r CONC. W/l #
5 REBAR
CONT.
I
r
USP
SPT4
W/(
6) -
10d X 11/2
I:~ '~'::; '=-
l=. ';;';:. .~;
I ,.. , ",..", .I .., .h:STANDARDHOOKS
W/25"MIN. SPliCE 1 I TYP.
FILLED CELL W/
3000 P.S.I. CONC.W/l #
5 REBAR VERT.S10, 90
I I I I I
I l ~~r: '
h
I' ",'". ',I I
Hom,TYP. 80\0 BEA\.
1 8" X 8" X
16" K,O.U~
TEL BLOCf'
FiLL 'N/3000 f."J,
S.i.
CONe wn #-5
D!
A,
HEBAr~
MiN.
LA.
P
25"
f\Ci
530)ISTD. 90 DEGfiEE
ANGLE 3000 P.S.
I.CONC_ 'NIl #5
D!A,
riEBAH MiN, LAP 25"ACI
530)1 1
INTERIOR BEARING
WALL
INTERIOR
SHEARWALL
EXTERIOR
FRAME WALL I
I I I I I I
iNDICATES
FILLED CELL FRm....1 FTG.
TO
BEAM WITH 1 #5
BARMIN. LAP 25"ACi 530)8" x 8" x
16"C.\'
1.
U_
I
I
I
I I
I
TYP. DOWEL
25"MI~
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t:. ".
8" C.M.
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i, ,"',' '>-: i., 0"': 'A.: .i,I .,. ,. ''
l"\''',. I 'll ~ ,. ,'~ .. ,. ., .. ,. " "( .. ." .. .. , .,. "( , ..,. .. .. . ~ 1 '" , ~ 'll " ..,. ~ ,.. " .,. .. '... .,. .. ... .,. .. ,. "( l .. ,.. .,.,. ,.. .,. ,. ,..I
I
2"
X 4"
P.
T.
W/
3) 1/
2" X
8" '')''
BOLTS OR 3) 1/2"
X 6" EXPANSION ANCHORS
OR 6) 3" X 1/
4"
TAPCONS8) 2 7/
8" HILTI
TIX-DNI NAILS
I.:
f,... :I I
0,..." ....,. .,......==4.' :' , ",' .., , 4.' :,.. ,I
3 S-2
FRAME (EXT./BRG./
SHEAR) WALL TO
MASONRY CONNECTION
DETAIL J SCALE:
N.T.S.
mr) IlIJJJI NON-SHEARWALL
SEGMENT LINTEL BEAM: .~-'f
1 COURSE LINTEL .::.,
BLOCK W/
1 # 5 BAR & 3000 PSI GROUT, MIN.
25"LAP (ACI
530)1111111111111111111.1TYPICAL SHEARWALL
SEGMENT ALL SHEARWALL SEGMENTS
CONSIST OF
A FILLED CELL EACH END WITHOUT AN OPENING
BETWEEN.
CONC. SLAB OVER 6 MIL
V.B. OVER CLEAN
COMPACT. TERMITE TREATED EARTH
FILL REI'JFORCED WITH 6x6
W1.4XW1.~ WWF \FILLED
CELL:
FILL
BLK. CELLS WITH 3000
P.S.I.
V-GROUT ONE #5 @ LOCATIONS SHOWN
ON
THE
FOUNDATION PLAN
A~
D
FLOOR
PLAN.MIN. LAP 25" (
ACI 530)TOP_OF SLA_B -$
NOTE:SECTION BETWEE~ DOW~ RODS ARE
CONSIDERED SHEARWALLS U~LESS OPE~I~GS ARE BETWEEN
THEM.4'" ,I 2"\ TYP. SHEARWALL SECTION S-2
I SCALE: N.T.S.H U f~R:
C/\\E;.f)REC/\
ST "lJ" ULEL 'N/
1ft:) CO>F. "3000 f."JSI CONC. @
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25" \;
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7".';) 7":;, :""::l~' :;',: '10"HOOK 1/
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1 I> '"I I
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SIDES ForOPENINGS 6'-0" OR MOR~
k ',:,h, ';,1 11\.,
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REINFORCEMENT
J
SCALE:
N.
T.
S.J
CD I 1/ / / /
I :::><::: r / / / / / / / / A ~ y / / / / / /CD CD CD T CD 7"1
MIN. CD LINTEL PLAN NOTES:1- THIS PLAN IS TO
BE USED FOR STRUCTURAL INFORMATION ONLY.
2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE
ASSUMED TO BE 16" MINIMUM DEPTH.3- THE
NUMBER OF COURSES OF
MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD
BE COORDINATED
WITH THE ELEVATION DRAWli\GS 4- THE CONTRACTOR IS RESPONSIBLE
FOR COORDINATING THE PROPER LINTEL HEIGHT.5- LINTELS AT GARAGE DOOR
OPENING ARE MINIMUM DEPTH REQUIRED FOR THE
DESIGN
LOADS.
THE DEPTH
MAY BE
INCREASED IF
REQUIRED FOR
PROPER LINTEL
HEIGHT,
G.C. COORDINATE.1
1///NOTE: CELL MUST BE GROUTED -
SOLID
AT BEAM
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5" REBAR SPLICE
DETAIL S-2 I
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36"
MIN. LAP "1 1
Q'-"Q~L-'
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DETAILS
TRUSS DESIGN NOTE:
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DROP GABLE END TRUSS & LOOKOUT
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END J%.USP
MP34 @
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ASNO 5CALE REV. 3-
3-
04
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DATE Mareh 11,
2005 DETAILS
I iii .....
CLIP EACH TRUSS
SEE ROOF PLAN FOR TYPE)
FRAME OUT TO
BLOCK EDGE
I I
I
fE ~I<:: ::.
2) 2x12 wi 1/2" O.s.B.
FLITCH PLATEI
I
I
I
I
I
I
i
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I
BUILDER FRAME RADIUS
AS REQUIRED
II II I
1-1- - _U I
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7/16"
OSB W/8d COMMONS @
6" ON EDGES & 12"
IN FIELD 2x12
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OUT BEYOND,SEE (
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KNEEWALL @ ENTRY FRONT WALL
I N.T.S.
USP
LSTA30 w/(11)-10d TO
TOP PLATE AND (11)-10d TO
STUD. MAY BE ANGLED UP
TO 10 DEG.K ~ ~
USP LSTA24 WI (18) -10d AT i'" ~~ ~
2'-
0" O.C. MAXIMUM r \.........
2-
2x4 SPF
TOP PLATE
2-#2 SYP 2x12 OR WIF85
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SEE PLAN)USP
HTT16,~ :w/
18~16d NAlL~.3)
S.
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EA. SIDE EPOXY ANCHOR WI
8 1/2" EMBED.INSTALL PER MFG.
SPECS.No.2 P.
T. 2x4 BASE PLATE 6 ,
HEADER OPENING
I NO SCALE
REV. 1-27-04 AS UPLIFT
CAP. AT HEADER 1 STRAP EA. END - 1255#1;:::/II,'
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JJ""", ~~VTIE BEAM 0
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SCALE REV. 12-
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16"
MIN. THK. -
NAIL w/8d COM. @
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NAIL TOP OF "T"TO
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2"2X6 BRACE NAILED
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Y PROVIDE SIMPSON SEE
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EA : ~ TAP CONS TO MASONRY
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WI E~EVS. :: AS REQUIRED
16x16 COL BEYOND I KNEEWALL
@ GABLE 25 \
ENTRY
FRONT WALL I
N.T.S.Ari!
d@3"O.C.TYP.
EXTERIOR
STRUCTURAL rkHEATHING (MIN. 7/
16")
v1\ )1\ LI 1\
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PLAN Wj 1/2"
ANCHOR BOLTS 6"
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PLATE.SEE 6/S-6
30\ EXT.
FRAME CORNER J SCALE:
11/2" = 1'-0"
l..l.J l o 0::
SIMPSON
LSSU28 (TYP.) )EACH
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TO
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SEE ROOF
FRAMING PLAN
FOR SIZE -M.
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JOIST SEE PLAN SECTION
A-
A 511 "4"4"
51/2"
A-A
v /
v
7
1+11'
I +
I I +
I I I
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PLAN ONLY
Oi\E SHOWN
FOR CLARITY
USP MTW16 WI (14)
10d NAILS
DOUBLE GRIDER
TRUSS SEE PLAN 2) -
2x12
AS SHOWN
WI (3) 3/
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THRU BOLTS
Lrv-HEADER SUPPORT HEADER ANCHOR
NO. OF JACKS &
STUDS
NAILED TO TOP PLATES,
REQ. AT OPENINGS HEADER & JACK 2 X 4
WALL 2 X 6 WALL
HEADER SIZE NO. & SIZE OF GRADE RAFTER TIES OPENING JACKS
STU DS JACKS
STU
OS EACH
END SIZE EA END EA END EA END EA
END l' - 4' (1) (2) (1) (2) (2) 2X12"
2SYP (2) LSTA 30 4' - 9' (2) (3) (2) (2)9' -16' (3) (
3) (2) (3)STRUCTURAL NOTES SEE SHEET
S.7A FOR ADDITIONAL S.7
DETAILS NOT
SHOWN 6) WOOD:6.1
WOOD STRUCTURAL FRAMING MEMBERS:
WALL STUDS
TOP & BOTTOM
PLATE BOTTOM PLATE IN CONTACT WITH
MASONRY I
JOiST SQUASH BLOCK
I TRUSS BRACING & BLOCKING FURRING & B.
U.C. STRIP SPF STUD
OR CONSTRUCTION GRADE
SPF STD & BTC 3 SYP
PT SPF STUD OR CONSTRUCTION
GRADE SPF STUD
OR CONSTRUCTION GRADE
3 SYP PT REFER Tu
26/S,4 OR 27/
S-4 SEE SCHEDULE
k<..: 0<:<....
2-ROWS 12d NAILS STAGGERED @
12" OICEACH
FACE OR 3-ROWS 0.............. "'-..12d NAILS
STAGGERED @ 12" OIC 2"Xl0. OR
GREATER HEADER DOUBLE 2 X 12 NO.2
S.Y.P.i"-- HEADER
WI 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (
U.N.O.)UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN
YELLOW PINE WITH ANALLOWABLE BENDING
STRESS (Fb)PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000
PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "
DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST
EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION.6.3 ALL EXPOSED WOOD OR
WOOD IN CONTACT WITH
EARTH OR CONCRETE TO BE PRESSURE TREATED.6.4 ROOF SHEATHII\G: (APA RATED EXPOSURE 1) 1/
2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS
AT EACH STUD WRAPPED OVER
TOP PLATE & NAILED TO HEADER
EACH SIDE Will - 10d NAILS
6.5 UNTREATED WOOD SHALL
NOT BE IN DIRECT CONTACT WITH
CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.6.6 8d NAILS
ARE RECO\11MENDED FOR ALL SHEATHING NAILING.
IF .099 DIA NAILS ARE USEDALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR
LOCATIONS)6.75/8" x 7" EXPANSION BOLT OR 1/2" x
8" A.B. BOLT MAY BE USED INTERCHANGABLY 16d NAI LS @ --.....16" OIC TYP. "'-i'.DOUBLE 2"x4"-..
CRIPPLE STUD TYPICAL (U.N.
O.)FILLING AND BLOCKING
AS
I \ REQUIRED FASTENED TO
HEADER W/(
2) ROWS OF 12d
@16" OIC UNLESS NOTED
OTHERWISE NOTES:L TRUSSES
MUST
BE CAPABLE OF TRANSFERRING
LATERAL LOADS TO BEARING WALLS
TRUSSES, GIRDERS,
AND
BEAM
TIE DOWNS TO BE SIZED PER TRUSS MANUFAC-TURERS UPLIFT CALCULATIONS.
ANY QUESTIOf\JS AS TO THE SIZE, TYPE, OR VALUE OF A
NAIL, STRAP OR CLIP SHOULDBE VERIFIED BY THE STRUCTURAL ENGINEER OR
ARCHITECT.BEARING WALL NAIL PATTERN:I V2"X4" STUDS TYP.USP HTT16 WI (
18) 16d NAILS
AND A 5/8"
EXPANSION
ANCHOR WI 6"EMBEDMENT
U.N.O. OR 81/2"
AT GARAGE STEP DOWN P.
T. BOT. PLATE
11 ,WALL HEADER DETAIL I
SCALE: N.T.S.1. PLYWOOD
Ai\D SIDING:FIELD)
USE 8d NAILS @
12" O.C.EDGE) USE
8d ~AILS @ 6" O.
C.2. GYPSUM:FIELD) USE 5d NAILS @
10" O.C.EDGE) USE 5d NAILS @
7" O.
C.O,o~1'/ IV,HOLD DOWN CONNECTIONS
Q NOT REQUIRED @ BEARING WALLS WITHOUT UPF1FT
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REV. 10-28-03 AS.ROOF NAILING SCHEDULE:
NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C.
IN FIELD
8dNAILS
@
6" O.
C.
ON
EDGE ZONE 2:
8d
NAILS @ 6"
O.C.
IN FIELD 8d NAILS @ 6" O.C.ON EDGE
ZONE 3: 8d NAILS @ 4" O.C.
IN FIELD 8d NAILS @ 4" O.C. ON EDGE
GYPSUM CEILING: USE 5d NAILS @ 7'1
O.C.l n GIDER TRliSS I r ~2~J ~
C~T2 41O~LBS 2 I ;=c?C::;
l ALLOWABLE FASTENERS CONTRACTOR NOTE:ALL DRILLED AND EPOXIED HOLES
MUST
BE PROPERLY
VACUUM,
BRUSHED, AND
BLOWN
CLEAN
PER MFGR'
S RECOMMENDATIONS
TO ACHIEVE
UPLIFT CAPACITYr-
WOOD BEA'-1 A:
CEMENT COATED SINKERS B: BRIGHT
COMMONS C: SPIRAL OR
RING SHANK NAILS D: CLIP
HEAD GUN NAILS AA [ ~
4x4 ~I ~ 1'<
0.
2SY?
WOODPOST
2) US?LSTA30 WI
16.10d TO
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EA S nA?LJ V'-
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13/
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15 HIGH UPLIFT FRAME WALL i0 \ GIRDER/BEAM
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SCALE REV.
10/7/03 I
SEC. A-AUPLIFT CAPACITY =
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DETAILS
TIE-
BEAM
PRECAST
LINTEL 2"x6" P.T. WOOD
JA DOOR AND CONNECTION
PE GARAGE DOOR
MANUFACTURER TYP. GARAGE
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S.FILLED CELL
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JAMB.
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222 FINAL ANCHORING
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to
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No:
DSI-222
rnsWwg (
woodjamb)
Canftguration:
2~
2~
2~80 -&0 +80 -80 +80 -80 x.
OXO. XO. OX 2.
ll. J.O SO -80 +.~
o -80 6() .{
if) +<)ll, ~50 /:;1 +50.-{>U 50 ..(;() "'
50 -6!>Single Opaq~
W/Sideliles SinPe Ola;-,
N WlSidtliles Door do.:
s not m<<
t MissiJ~ tmpacl)Tes1' 2\
0-1987.210-
2024 75 .&
0 71
71 Mfg. try.: Nsn
Ya
pt~tSI PlllsIpco Livings\on_ HJ 07()
J9 NAN YA PLASTICS
CORPORATION /PLASTPRO, INe.DISTINCTION
FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Doorsize:
5'4" x 6' 8"DESIGN
PRESSURES Description Single
Single Single Single Single
OPAQUE Door Size Pressures
2'O"x6'8" ~2'4" x 6'
8" +SO -
SO
2'
6"
x
6'
S" +
80 -
80 2'8"
x6'8" +80 .80
3'0" x 6'8" +80 -80
De"MPtion Single Single Single Single Single
Drawin2 #99-0]99-0]99-
01 99-01 99-01 Single w/
sl 2 '
8"
x
6'
8" +
60 .
60
Single
w/
sl
3'
0"
x 6'8" +60 -60 99-01 99-01 Single
w/sl Single w/sl ConliguratIon: X, OXO, XO, OX
Test
ASTM
E.330-90
AA!vlA 1302.
5 ASTM E283-9l ASTM
EJ31-
9<5 TESTS
Deurlpt!oD Uniform Static
Air Pr=
e FarcedEntry
Te.
1 Loutwll
National Certified
Testing Lab Orlando,
Florida National
Certifie>d Testing
Lab Orlando, Florida NatiooaJ
Certified Testing
Lab Orlando. Florida National Certified
Testing Lab
Orlando. Florida Te..Oate
11/03/
1997 04/0 lJ1998
IlI03/1997
04/01/
1998 11/0311997
04/01/1998
11/03/\
997 04/0
lil 99
8 Air Infiltratioo
Water Penetration Product
Acceptan~/Labtl No: DSI.222
GLAZED Door
Size
Pressures
2'0" x 6'S" +75 -
80
2'4" x
6'8" +64 -77 2'6"x6'
S" +{j0 -71 2'8" x 6'
S" +56 -67 3'0" x
6'8" +50 -60 Drawioi #99-04
99-04 99-04 99-04 99-
04
Description
Double
Double
Double
Double
Double
2'
8"
x
6'
S" +
50 .60 99-04 3'0" x 6'
8" +50 -60 99-04 DOOR LABEL PRODUCT
ACCEPTANCE NUMBER -
DDI-224
NAl ANCHORING OF
A WOOl) Ffo?AIo.i[ UP TO6.0 x 68 DOUBLE fNSW1NC U'
JIT PROOUCT ACCEPTAl-iCE
No. oCl224 4" TYP.
6" Ii 6"---'-<1- I-
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PLA.
TE
NAN
Y A
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LASTICSCORPORATION1 PLASTPRO,
INC,DISTINCTIONFIBERGLASS DOOR PRODUCT APPROVAL
TEST RESUL IS INSW[NG: Opaque and Glazed Ma'(
Door Size: 6'
0" x 6'8"DESIGN
PRESSURES DOOR LABEL PRODUCT ACCEPTANCE
NUMBER - D8S1-226 FlHN- ANCHORING OF A WDQD
rn},ME
UP TO
S'i-
X 8'0
SIWGLE IN$WJNG UNIT w/WOSlDEUTrS PRODUCT ~CC[PTANCE No.: 005/226 c
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nce NQ:
D85[.226lnswin& ( wood
jamb)
C
ooIigurauoo:2.0
2.
4 n
99 ,99 -89 -
89 .!
4 .&
4
X.
OXO. XO. OX n
n s,n +70-70 53.>
4"".01 "50-60 78 .711 .
10 ,70 H34~.OI ..50-
60 5~le Opoque WlSidt:
li\cS SLr~~Glaz.c.:j
WISid<olila IDeo< ~ IlO\
meet Mi>>
ik Unpo<;',)ToH
2\0-2024.4,
5.6.\0.\ 112
99 -99 89 -
89 Mfs. by'
N"" YaPl..,\
J<3IP1a~
LIV\,,%ston.
NJ 07039 84 -&4NAN YA
PLAsnes CORPORATION IPLASTPRO, [t'\C,DISlINCnON FffiERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INS\Vh'\G: Opaque and GlazedMax Door Size: 5'4" x 8'
0"DESIGNPRESSURES
Drawtni II 99-06 99-06 99-
06 99-06
99-06 OPAQUE Door
SizePressures 2'0" x 8'
0" +99 .99 2'4" x 8'0" +
89 .89
2'6"
x
8'
0" +
84 -
84
2'
8"x8'0" +
78 .78 3 '0" x 8'0" +
70.70 DrawiDi II 99-01 99.
01 99-01 99-01 99-01
Description Single Single Single Single Single
OPAQUE Door Size Pressures 4'0" x
6'S" +
74 -
82 4'
S"
x
6'
8" +
64 .
70
5'
0"
x6'
8" +{
j0 -66 5'
4")( 6'8" +56 -61 6'0"
x 6'8" +50 ..55 Drawin2 II
99-0S 99-08 99-08
99-08 99-08 Description Double
Double Double Double Double GLAZED Door Size
Pressures 4'
0"
x
6'
8" +
74 -
74
4'
S"
x
6'
8" +
64 -
64 5'0"
x 6'8" +60 -60 5'4"
x 6'8" +56 -56 6'0"
x 6'8" +50 -50 Description Single
Single Single Single Single Configuration; XX Certlf)
lpg Florid. En&ineer Tert RepOrt 1#
and
License
Number
210-
1987-
I,
Zrlf BarryPortnoy
210-2024- 'Mi" P. E
No_ 16258 210-198 H z,
J, 'f' Barry
Portnoy 21 o-2~24-1i,
f', ~ P. E. No, 16258 210.1987-
1,t.}.?' Barry Portnoy 210-2Cl24'if.U
P. E. No. 16258 210-
1987-1,2,1't I3anyPortnoy /210-
2024~..r~1hNo. 1625~ ~f10^~
rdiIlryf1:!Test ASni e-
330-90
AA.\
1A 1302.
5ASTM E283-91
ASTM E331-
96 TESTS
Desalption
Uniform
Static Air
Pressure Forced
Entry l"
t LOCItioll National
Certified Testing Lab Ct-
ll1ltdo, Florida
National Certified Testing Lab
Orlando_ Florida
National Certifi~ Testing Lab
Orlando. Florida
National Certifi~ Testing Lab
Orlando, Florid&
Test RepOrt It
210-
1993
210-
2024
210-
1993
210-
2024
210-1993
210-2024
210-1993 210-
2024 Air lnfiltration
Test Dale10/
03/1997
04/01/1998
10/03/1997
04/0111998 10/
03/199704/
01/
1998
10/03/1997 04/01/)998
Water Penetration Product Acceptance/Label No: 001.224 Single w/
sl 5'4" x 8'0" +53 -64 Single w/
sl
6'
0" x 8'
0" +50.60
99-01 99-01 Single
w/
sl Single w/
sl Configuration: X,
OXO, XO,
OX TESTS CertlrylDi florida
Engineer aDd
LlcellSe :-lumber Barry Portnoy
P. E.
No. 16258 Barry Portnoy
P. E.
No. 16258 Barry Portnoy
P. E.
No. 16258 Barry
Portnoy P
E.No 16253 Tut
Date 04/
01/1998 Test Location
National Certified
Testing Lab Orlando, Florida
National Certified
Testing Lab Orlando, Florida
National Certified
Testing
Lab Orlando.
Florida
National Certitled
Testing Lab
Orlando. Florida Test ASTM E-330-90rlptlOIl
Uniform Static Air Pres3Ute Forced Entry
0410 Iii 998 AAMA1302.5
ASTM
E283-91Air [
nfiltration 04101/1998 04/0 II \ 998 ASTME331-
96
Wale<'PonetratJon 1
A;;i/UAdrO f~/Product Acceptance.ILabel
No: D8S1.226 GLAZED Door Size Pressures
2'0" x 8'0" +99 .
99 2'4" x 8'0" +S9 -
89 2'6" )( S'O" +&4 -84
2'
8"
x
8'
0" +
78 .
78
3'
0"
x
8'
0" +
70 -70 Drawio2 #99-04 99-04 99-
04 99-04 99-04 Description Double Double
Double Double
Double 5'
4" x 8'
0" +53 -64 99-04 6'0" x S'O" +50 -60
99-04 DOOR LABEL
PRODUCT ACCEPTANCENUMBER - D8DI-228 FINAL ~.':
JCHORING OF ^ WOOILf&M[ LiP TO 6'0
X
8'0 DOUBU: INSWiNG vNiT PRODUCT ,<CCEPf....
VC[ 'I,> 090'278I "'
1 16" f6" "'
1 f-
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0-
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INS r<>VC TlO'
JS U' ASTP.ACAL PLATE NAN YA
PLASTICS CORPORATION I
PLASTPRO, INC.DISTINCTION FIBERGLASS
DOORPRODUCT APPROVAL TEST RESULTS
L"iSWING: Opaque and Glazed Max Door
Size: 6'
0" )(
8'
0"
DESIGN
PRESSURES
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hoI4 OPAQUE Door
Size Pressures 4'0" x 8'0" +
99 -99 4'8" x 8'0" +
89 -89 5'0" x 8'0" +
84 .S4 5'4" x 8'0" +
78 -78 6'0" X 8'0" +
70.70
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H 99-
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99.
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Description
Double
Double Double Double
Double GLAZED Door Size Pressures 4'0"
x 8'0" +99 .99 4'S"
x S'O" +89 -89 5'0"
x 8'0" +84 -84 5'4"
x 8'0" +78 -78 6'
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99-06
99.06 99-06
99.
06 Contiguration: XX Te.tRepOrt
II
210-2024.4,5,6,10,
11.
12210-2024-4.5.6.10.
11.
12 210-2024.4.5.6.
1 O.11.
l2 210-2024-
4.5.
6.\0.11.12 Certifying
Florida EDlllneer
aDd License
Number Barry
Portnoy P. E. No.
1625.
L_Barry
Portnoy o. 16258 Ba..,')'
PortnoyP. E. Nu.
16258 t
Ba.')'
Portnoy P.
E. No. \
6258 r 2tt~
I,
Jlrv
ASTM E331-
96 lest
ASTME-330-
90 AAMA
13025 ASTM. E283 .9\
TESTS DeKrtotlOQ
Uniform Static Air Pressure
FQ\'ced
Entry TestLocatlon National Certified
Testing Lab
Orlando, Florida National Certified
Testing Lab
Orlando, Florida
National Certili<>d
Testing Lab Orlando.
Florida
National CertifiedTesting
Lab Orlando.
Florida Test Date
04/
01/1998lest
Report II
210-2024-10.
11.12 210.
2024-10.11.12
210-
2024-
10.11.
12 210.2024-10.11.
12 0410 III
998 Air Infiltration
04101/\998
Water Penettation 04101/1998
Product AcceptancelLabel
No: D8D[.228 Certifying
Florida Ellgineer
and Llceose Number Barry
PortnoyP.
E. No. 16258
BarryPOlinoyP. E.
No.
16258
Barry Portnoy
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No.
16258
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BUIlDING CODE CO;\tPIL\.;,,\('! OFFICE (lKCO)
i'RQDt:Cr CO~TROL DfV/$IO;"I
ML""'H-DADE COtJNTY,.l'
LORlDA MBTRO~.DADEFr.AGLER~UnJ)I>;
G 140 WESrFLAGI.Y.RSTREET, SUITE
1603 M1AMl. FLORIDA 33 I ~O.l 5 I)
3OOS)3i5-29<JlfA)( (
305)375-1908NOTICE OF
ACCl<:PTANCE (NOA)C erta.inTecd
Co
rpo..:atlon".."''''''''''''''',..,'-".,''''',.."..,.....1400 l:niQn
Meeting Road Bhh~ Bell,
PA
194U SCOPE:This NOA is ~ing issuedunder l.h.e applicable ruJes and regulations g()vernirtg the use of
construction umterials.The do\:umentatiQn submitted has been rtvie\\ed by Miltnu-Dade CounlY Product Control
Division. and accepted by the Board ofRdes and Appeals (BORA) to be used in Miami Dade County and otherareaswhere aUo\
1.red by the Atlthority
Having Jurisdiction (AHJ).Ihis NOA shllJl not be valid after lhe expiration date stated below. TheMiami.D~de County
Ptodu\:t Control Division (In :\'harrti Dade County) and/or the AHJ (in areas other than Miami DadeCounty) re~er\'
e the right to have this produ~t or material tested for quality assurance purp.)ses. Ji1' this product or
material fails to ptrform in tl1c acceptt~d manner, the nlanufacturer wm .ineur tbe (~xpmse ofsucb testing a.Dd
the An] may irnmediate1y revok~, fnooify, or suspend toe use of soch prool1ct or material \\:1.tbin
their jurisJiction. BORA reserves the dgr1t to revl.'}ke this acct'ptance, if it is determined by Miatni.Dade
CQunty Product Control Division il1<.t tbis produ<.:t or material tails to meet the requirements ofthe applicable
b1.1iMing code.This product is approved as desclibcd herein, and has. been designed to comply \vlth theHigh
Velocity Hurn<::ane ZOL:C of the
Florida Building Code.l)ESCRIPTlOl"~ Landmark 30 (and~AR) (and \Vl:deTrack QJ3), J.andmark 40 (and.,<\R) (
and WideTnH:k QB) a.nd Landmark 50: (and~AR) (and \\
ide'frackQD)LAB:KLlI'\G~ Each unit shall bear a pcrnum:nt label with the manufacrurds n2me or logo,
city. state :?.ud foUmving statement: "Miami-Dade County t'1\)duct Control Approved", unless
otherwise netcd h'hein.RENE""AL of this NOA $hall be considtfe-J at:c! a rCI:\.;wal application has be~n filed
and there has been nocbmge in theapplkable bu.l!ding code negatively affecting
theperformance of this product,TER.\IlNATION of this NOA will occur aft,'!: the expiration dateor if there has bt'el1 a
revision, or change jn the materials> use, and/or l.nanufacture oft.hc product c,r process. filisuse of this NOA
as an endorsement of any product, for ~ales. advertising or any otht;r ~"'llrposcsshaH automatically tenninate
this NO"\', Failure to cornply wilh any ~tion ofthis NOA shall becallse for kmunalion andrel11(
ly'al of NO A,ADVERIlSKMENT: The NOA number preceded by the \voros ~1iami^Dade
County, 8orida. and ful10wed by the expirationdate. may bedi~pla)'ed in adH.':rtising literature, If any portion of the NOA
is displayed, then it shall
be done in its entirety.INSrECnO~: A copy orth!s entire ~OA shaH be provided to the \,lser by
the manufactmef or its distributors and shzll be iivailablc for inspection at the job t'ite at tile
request of the Building Offidai.This NOA consists
of pages1through 4,The submitt.:d documentation \Vas
reviewedby
Frank Zuloaga, RRC I
XO.\ Nij,: 02-1219.Q3
EJ'pifatJol1 Date: Q2J2S/Q7 AFP!'(
wall)at~: 03/27/
03 Paltet
of 4 6. .LAB.EUNG 6,1 Shingles shall be h~beJed with theMiami-Dade LQgo
or the wonli.'
1g "Miami-Dade County Product Control.Approvcd".
7. nl:n.,Dli\GPER.'\llT REQUIREMENTS 7.1 ApPlication ft)( btulding permit shall
be accompanied by copies of the followmg:
7,1.1 This Notice of Acceptance.7,1.2 Any other documents requiredby the Building
Official or the appli<:able code in order to properly n~.,
h:ate
the
installation of
this system.DETAIL A Rake
Edge .,,:.~,,~~.1 CERTAiNTEED LANDMARK 30. 40.
50 All dimeflsions shown are hi inChes 5
5/
8
1-''''..'''''''',..... '\ 6
114 '''''''''''''''''':::1 El,.J
I -55~t""
1.~~
14" " ...~
1
lllil~':!fifjj;J' 1 J....-..,--l,.......,,-.J...
27 1/2.. ..-..-.- '.-.. f- 5 5/13 1 l~"",,~.
L''''''''''''''''''''':''-:.,;(''&''1''''' .-=+". ""''''~
i r~""-"=
I ["......"""'''''' "'~>>
1
I 1'.---'.+'''~'''
1.''331i8
r~. ........."..,"...... -.l. r---."
1-_,..
J-
t="'~"'_.._.."-.i''''''. j~-._..-
tJ
f i, ;~&<~.,... ~"~
1 ".~.
I Starter
5
5iB \ I
Full L
l"I I \,
SLlng,
e L~......_t,.......L..._.
L._-!......__-J......_.._--". ___ __~_III!!!!!!.J!!!!!!II_Eaves
KOA No,: OZ-1219,Q3 ExplratJ01l Date: 02/28/01
pprGval
DatN 03/27/03
Pal;':l' :3 of .4
ROOrT~G ASS.I<:~IBLY
AI'PROVAL r- FiLLED CELL
WI
1 #5 VERTICAL 1/2" X 8"
AS __ ~]W/2" 'NASHERS "'-',
I..~.SET iN
TYP. it)-FiLLED CELL MIN.
5 PER Ji\
MB,Cat~
g\!ry;f.lJ.!!'C;
a tt'
gor.y;Roofing
07310 Asphalt
Shingles 1/I
J'" r;J( ~i~/AONT WOOD TRIM
0
j I~::;.~.:,_J'
I _
4""'="
T\
t. ~2"x6"
P.T, WOOD
JAMB, -/
J'~::'
L .. ~. _"~
J
DOORANDCONNECTIONPER ../ 'I GARAGE DOOR M!\\UFACTURER T'YP.
GARAGE DOeR OVERHEAD
SECTIONAL DOOR TR/lct\WI
3/8" x 11/
2"STEEL LAG 80LT
w.
V'
lASHER, MIN 6
pm TRACK TO JAMB.5) 1./
2" OlA.
x 8"
J" BOLTS 2} ',.....,
Duneu$i 0:'
aJ wood
fatt.uals P3S~ .nlttl 1. SCOPE
1':\,is revises
CertainTced Landmark 30 and
AR (
and \VideTrack
QR), ClCl1:.
ainTced I.
andmark 46 and AR (aud WideTra(k QB). CertainTHd Landmalk 50 and AR (and WideTl'ltck
QB) Shingles asmanufactufcd by Ct:rt:linTeef.l Corporation uesaibcd in Section 2 oftl1JS NOt1ct~ of
Acceptance.P T '* 2..........~....... ....,._,.//SYP 2" X 6"2, PRODUCT })ESCRIPHON P~Qduct VimetlsiQus J.
f 01 l
r..........."..,-:;~-==-~~===-='..T';.E..eEA~
1.~=~~~=.:::.~~==.';:......"""'''''''''''']r- r-"-~-"'~-'-~--"---"'-'--- ~.- .
1'.... ~.~I i
r.==--=-=~. - !
bit ~
I[
PRECAST-
J
I'
ii liNTEL if) ~ iL--~ ,~l. ,-.~
l I
n::.1.l!1 I I :;; f. I r"'''''+' "..,....,
i
i!l Il iI ,I,
i i r--
I,r-~I i
II r-...~-..~
I'L it q
i oM L._ SECrOf\lAL OVERHEAD
DOOR I l
III
i
l-~~:~ll
L-
FASTEN
PT 2X
NAILER TO
MASONRY WI
3/16"
X 3"
TAPCONS
6"
FROM
ENDS t'\
ND 16"
O.
C
MAX. FASTEN!NG
TO
WiNDOW
TO
BUCK RESPONSIBILITY OF
WINDOW MANUFACTURER,
J::;;i 1....Product DestriptiQl1 0.. ....... "l'
GARAGE SL,\B rest Spedfkations PA 110 A
heavyweight, 2471b/sq, dimensional asphalt shingle.PA 110 A
heavy wdgbt, 2641b!sq, dimensional
lsphaJt shingle.PAll
I)
A
heavy
weight, 2961blsq, dhnensional a>;pha.lt shingle.
proprict;
ny
Accessory shingles f~)f hip, ridge and
starler strip
applications.SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.
T.S.
O:n:ainteed Lan&nark .10 and
13W' x 38 %"AR (
and WideTrack Q13)C~rtainteed tandrnark~O a.nd
13~<''' x 38 %"
R (and WideTrack QB)Ccrtainte~'
XI Landmark 50 and
13~(''' x 38 :Y;'''fill (and \VideTrack QB)Accessory Shingles
V(irious TRACK [V'
jOUNTING DETA!~3. EVIDENCE st'B:\lrrrED:T~'st ,~
g~l1fX Test Identitier
T\:st Name!RnlOrt Date 04/02/01 01/
12/01 1l/ll/
02 t'))(knvritcrsLabora:.
ones, lne.R684 PCTC-
Ol.02-01 C1'<:>
006.0 2-0 t UL 790PRI Asphalt Technologies, Inc.
PA 100 t>
ditr,\\1it(1'
S Labot(.lt<.,
rics, Inc.941'\K9632 02NK42448 Wind
upHftresistan~:ePA
J07 11/30/00 11/08/
02 4.
LL\UTATIONS 4.1 Fire c!
a"',lf:c"tlon is notpmof this atttptance; n,
fef
to a current Approved Roofing Materials Dirfctory
for [ire ratings
of this product
4.2 Sb.,Ji not be installed on rooftnt'<>u heights in excess of33 ft.5. INSTALLATlO~5.1 Shingles \haH
be instalkd in ('.()mplianc.e \\oith Rooting Application
Standard RAS 11$,5.2 Flashing \hal1 be io accordance witb Roofing Application Standard Ri\
S 115
5..3 The miln cl Lcturer shall plOYideckarly \Y11ttm application instructions.5.4 Exposure "
n<.:l course layout shall be 111 cOtr.pJiance \v'ith Detail 'A', attached.
5..5 Nailing ~h:dl be in compliance with Dct.ul 'B"
attached.FIGURE I: FLASHINGINeT AL..LA rfON KOA :'\0.: 02-1219,(13F:xpirathm Date: 02128,
07pprovall)ate: 03121,03 Plig~ 1 of 4 J.:...- >~s."" "'"l-ol: 1\.(: ........./C~:CK€."':' ,':'i;:6P'E~.:::: E.()
B~ ~';""A,'DETAIL B
ASPI-iA),. , $fA;...A~"2"_;..~;:
i"....o ~~~, ~~;i' .;;,t.. ;:~~.
l"L-:,A~ ,,;.:,C4~
c....' '.lCi:..ES.383;'4' ------- .....-.}
12" ..-".. ....
i-.." ,-~...- 14 3.:
4" ----. -1--"-. ...... 12" , -:
r-......--...----...-~..~. t.-
1 i
L I......{ ....i
t-- 1. i ! ! 13114"
I ! l ! i r ~~~J:<,........:.':r....::;:;;;;;;:(
7"",~ ~_::.),....~~~~ ,,:
L:",. '.. i~ "'3i~~;;:" ~.~.I
5..?;,:,,,_,;
yM~I 5 ~ ,~. , \
I.1 (Q : ~?v ~t'U I ..... :.
X~T.~:~e.L. .1.._.__L..... I _..L..... ....". ,L __t
U\
NDMARK 30, 40.50 (AND AR)
38314" .-.....'''.......'''''-:1<::;:~
Z77~7?Z2~'::::;~22Z7Z1/:~:f;j~}~>~':
2Z'i:>/2Z~~/
7>~:;
7;? '
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0:(
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43'4" ...,. .. ....:....... .-.....-... 12" -" 1 't...................".. '" ......,.",... -,.............-.-., i . .",
13 14 V'liDE 1ri-:~:1:..,..,,,,..,,.....,,,.....,,,.~,_......._.._._.__......--"_......~~ ' .. i }-''''i :W: '{ ; I.G rJ:--~-
lr~~-~ - ~ I~.' U2" .L_E:j1":~~__LL_ I \ L~ LLlLANC:W/\HK30, 40. 50 (AND AR), WIDETP.A.CK OB Low and
Standard Slope)FIGURE2: WALL FINI8f4 Ci,..~E:::' p,(,:'rfE:-;)
E::.<."~~~ C~ ,_~~LL :~~N::S,-i:I.__~.. .--........ 33.
3/4" "........",..'..,...... ".."...... .....!fT7""?:";.Z'.... .')"/7'77" .. /' ,),..,,'7 </.~ '''';;;::;);.;'r;~: :'
7/:-'~'7 .. ;2--';~'Z:'~ /,/:~~ ~.J//r.,/_ ~,LL......_
L<_"',.
t./__~~,L_..._ -- -..... I ~t(!'1'S
J.
c-
a
fQt "~tt.'~~'" ~~
1op(--s (
Q,'
t,::~~ It,.st~ 21 ~l; J
t;'cll~l>,,,*"\);.lM<1 2-"'""~$ . 131/4"12~'" - - - .. 143,'4" .. - -- ....,--. ,-- 12 ...."..-- .
1" - "'"' i--i7--. 1.
i.=...... r~.;0'~~'~. 'j, -
iQ99$-":1~"'.;9"" ..~". w'-" ..~~~,~:-~. '"I'
l t~(<\~" : . <,-"".:'.Yx f\s...~"z,
x:..:.."\(,~"W..l- \""-,,,~5113" ., \ \ 6
1 fa'IEX~Qsure i \ I J j Il_..t. ..._l.___.-L_... _....l._ 1~_ _t.. t LANCMi\
R:-<' 30, 40. SO (AND AH.} - VVtDETRACK QB Steep Sfope)t E?\D OF TillS ACCEPTANCE
0.\ .'(0.: 02-1219.03 E~piratf.on Vall::
01./28/07 Approval Date: 03i27i03 Pal''' 4 "f 4 2X BUCK
DETAil SCALE: N.
T,
S,v.:'0;..
d.
C.' &~^'~^'''-
I (; ';)~"
I ~,."~"" '
1.....
6.. A~<
o . ~"""'- ''',.''''.l,4..")i-"
N~-; .... ':l~)~ ~
r:."
E":~'i.'"
S:"...<\-~......:j~::"'1-L "),- \..: ~..."'t~;-'t~Cf~~}',jvED'::~.e
FIGURE 3: CORNER DETAIL
FLAel-llNG 1l\l5T ALL A TION lhERE
RoeF MEET6 VERTICAL UJALL NOTE: ri-U$
Gc.
1A.~~ is REOUirt20 l1\LL VbRTiCr~t. ,->Vl".Ll.- INrE:PSSt::
jC~'\.ZS
vn t~ ~~00r V.~.
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e~!sj,)t: '~">2'JS? Product Nurnber 34
P~\U44
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CEOl<'F1CE (HeeD)PRODl'CT CONTROL DIVISION ROOFl1'\
GASSEMBLY ApPROVAL Category:
Roofing Sub-Cate,gon:
Roof Ventilators
lL\MI.DADE COUNTY.
FLORIDA METRO-DADE FLAOLER lH.'
lLDL\O 140 WEST FLAGLER
STREET, Sl'lTE 1603 MIAMl, FLORlDA 33130.
1563 305) 375.2901
FAX (305) 375-2908 F'INidaProdu<..1'4pprov;:tl
NumberJa
terials:Maximum Design
Prt>ssure Fire Classitkation:
Plastic NJA.
KIA
NOTICE
O}
1' ACCEp:'!:.:\:\CE (NO:\) .Air Vent,
111(',3000 \Vest
Commerce Street Dallas, TX
75212 c.C
1=_
0" .
TRADE NA;\lES OFPRODUCTS l\L\NUFACTUR.ED ORLABELED BY ApPLICANT:c;:' ,:<~'F_c.
SCOPE:This
KOA
is b~ing isslled under the applicable rules and regulations governing the use of construction materials.The dc.
cumentalioJl submitted has beell reviewed by the BCCO and accepted by the Bllilding Code and Product Review Comn:
t.itteetobe used in Mialni Dade County and otl1<:'f areas \vhere allowed by the Authority Having Jurisdiction (AHJ).
See detail (lrav,ing herein Test
Spedfii:
atlon
Product Dc.
scriptioll
ProductDimensionsc1.'7 TAS 100
VenturiVent PlusDc{Ridge Vent
Copolymer plaqic
low profile attic ridge ent viith
an integral end plug for installation in
shingle roof systems.F~,S' :)
TiJis NOA
shall not be vahd afier the expiration date stated belmv. The neeo (In Miami Dade County) and/or the AHJ (
in areas olller than ~1iami Dade Counly) reserve the right to have Ihis product or matelial te,<,ted for quality assurance
purposes, If this product or material fails to pedonn in the accepted manner. the rnanufacturer iJ! incur
the expense of such testing and the AHJ may illunediately revoke, modify. or suspend tbe use of stK'h product or
material within their jurisdiction. BeeO reserves the right to te\'oke lbisacceptance, if it 15 determined by
BeCO that this product or LllakriaJ fails to meet the requirements of the applicable building code.i:'":.,.,:':'.'-EVIDENCE
SUB'lITTED:
c-c NameTest
Agenq/
ldentifierReuortu__,____n<) cc.'"C'
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4) All iirid<llXnd tlaljil m CN.7 .Un~ Oih",,,,,," NolDd Ma.c.u~
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FinUh C.;){llt tl Dc<;<>" r_ P.;"'.i (i'Sf),Effu.,..H~"" VCl1t;
l1gA.J'fS'~l!:-7A42 sq. ~n. $,~
81 $<4- i.1).5.$-S1", i.
il.. i 5ij:t s.q, in,
lr:>" Soffit
1)" Soffit tA1!f rtje'ri~ll"
p,{ftB~:riOt.3,.t4 Fst I PRef'APfD BY;
JOHN LALIOTIS.
P.E.
CONSULTING ENGINEER
UI
III -tEO
F. ~'J4.
W Sf SI.itTt
O. r;:.RPON $P{iJM;$ R., .J45$~
l ~_ pAq,..,. (
72") 9J$-&?$.1 t",i (72;7) 9.3$...-6O$J"P.E~ PJJ.ql:s~~/2#
q. _
f 2," SdidSoi1~t ZoO Vadcd SQf.fu.l&" S<'lL.'<iSotfit
Y' V cnkt.!. -Snff<<OflUXE IS PAHel (
F\IU. SUJ,l!}A~
rap rs PMiClAS
R\.~iRO~)GKRa...~.
Mt~ ~-r't'~)I
I r.;;;rr-------~I. .F':?)}!;>...., CAMERONA<
mLEV
I etJlLDINGPROOUCTS w. ASHLEY OMSjON
rAMP" FL IPAR~T; SOLIDAND
PERFORATED
I.
ALUMI!4UMSOFFIT ~
I D.' '1". 5 , 5 (\'"
Ii
r::u J".. , ~,- - -
c~ A-
10051 :
1-- SCALE N. ~.s ______L___. ..____._-.-1
M1\V20
i'A T0f:...fJ i!T3278 A
51
SFT22 SP~'2 ,
4 SPT4
Center
for Applied Engineering, Inc.T AS ]()()Wind
DrivellRain 04/27 194 07-07-00-68 0i.'c:-e This product is iJ.pproyed as described
hcr<"in, and
hasbeen designedto
comply with
the Florida
Building
Codt",including the
High
Velocity Hurricane Zone.DESCRWflON: Air Vents
Venturi Plus ApPROVED ApPLICATIONS:0 .LABELING: Eadl
unit shall bear a permanent labelwith
the manufacturer'
sname
or logo. city, state and fl)!lowing statement: "~liami-Dade County Product Control Approved", unless otherwise noted herein.REl\EWAL
of this NOA shall be considered
after a rene\vaJ application has been
filed and there has been no change in the applicable building code negatiwly affecting th~ pertl1rmance of this product.
TER..\llNATION of this NOA will OCCllr after the expiration date or
if th~re has been a revision or change in the materials. use, and/or manufacture of the product or process.
Misuse of this NOA as an endol'sernent of any product, for sales.
advertisingor any other purposes ~hall automatically terminate this NOA. Failure to comply with ilny s~ction of this I\OA shall be
eause for terminatioll and removal of NOA.ADVERTISE~lENT: The NOA number preceded by the words Miami-Dade County, Florida,
and followed by the expiration date may be displayd in advertising literature. If allY ponion of
the NOA is displayed. then it shall be done in its entirety.INSPECTION: A copy of this
entire :\OA shal! be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the reque,<;t of the Building Official.This i\'OA
revises KOA # 01-0910.04
and consists of pages J thmugh 3 The submitted docwnentation was reviewed by frank Zuloaga, RRC 2:12 Slot:
Cut a minimum 11/2" slot along the apex of the roof by cutting 3;{ on cach side
of tbe ridge. The slot shall termillate approximately 6" fron1 Ule rake edge,F:.
3= ~F-~~-'d .0 F_0 Instsllalion:Place ridge
Y(,Dt
section centered over tbe voidat one end of the ridge and insert end plugs. Fasten with rooting nails through
nail holes in vent. Butt the second s('.ction to the first,
align and
fasten to roof.
Continue
this procc-
ss from end toend 2 .0 _ ,-:,'U)S;i? ,',-Ridge Shingle:InstaJl pre-manufactured or field cut
ridge shingles over the ridge vent in compliance with the shingle manufacturers Product Control
Approval and the installation instl'Uctions using 134" ring shank galvanized nails.c::c,_ 'lo L' .:,Net
Free
Area:
Refer
to manufacturers
published
literature
r' ',,,'MJnimum Slope:j ,3 ~ -;-8 0,\ No.: 03-0930.10 Expiration Date: 04/
05/06 Approval Date: 01/29/04 Page 2 of
3 lOANo,: 03.0930.10 Expiration Date: 04105/
06
Appr.
nal
Date: OV29l04 Page 1 of 3 LntITATIONS:L Refer
to
applicable
building
codesfor
required ventilatioll,VenturiV",ut
PlusT\
1 Ridge Vent shall
not be installed on roof
mean heights greater than 33
feet.All products listed
herein shall have a quality
assurance audit in accordance
with the Florida Building
Code and Rule 9B-
72
of
t11e Florida Adtninistrative Code,3.DETAIL NAILS PATTERN,12'
Soffit - 10' OC. :" the D1rectioe'\ of SoP fit Le""gtn 12' DC. In the Direction of SoHlt \.,'Icith
16' Soffit - iO' 0 C. in the DlrS'ctiQ" of >offit Lengtr-,t6' O.C
It~ the Dlrectio", of Soffit Vlclti'> 0) D.;;o519'" Press"
re
NAILS'
t,-JDlNT
AREA 12' DIA, SHANK i DIA HD. l~: LONG l INotes: !
1) Use Aluminum J-Chanpcl. Ashley Part No.
404ZQ, to install. I Secure J-Channel Using l~oo-Resistant 0.12"
DiJurI..'tef I Shllllk N\Iils1-1/2" LOllg At12" Spacing ~ NMS.
I SCil nQte 5 for FiJ-Channel Applkatioos. I I I I
I
I
I
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8.-..' ,c------ .---14.1--- ..,11.0
I i R4.9 Ro.tlr-,g 10' .~BAn EN; 2'X2' P.T.
SO\iTHERN PHI€: CONST.MINIMU!>12'
X2' CONSTRUCTIONGRADE I M~XED SOUTHERN PINE OR EQU!v.
IOOD BA
TTEN STRIPSGRAJE
2)
Soffit Nading Pattern: '12" S<>
ffit. to" a.c. in \
he ~
tiQ1l
of Soffit ~2" O.
C. in ilie
Di1"(X.'tion
of Soffit Width
16" Sourt - 10"
Q, C. in
the
Ditection of Soffit Length 16" O.C in theDirection
of
Soffit \Vklth 1 I I I
In.terior 34.4 psf J-GHANN!;.L
NS,AL!.A,ION
BATTEN NAileR (NOT1! 4)r-..
I ~II\,FRONT VIE\.! OF EAVE \.iIrHOUT FAsci~1 b, ~ -
1 VENTURI VENT PLU'S TIT 3) Th.-.;igll
Pr=ure Rating (i'SF)c E",teriQC 51.4 I'd
12" Solid Soffit 12" Ventoo Soffit 16" Solid Soffit
6"
Vcntoo
Sdtit
sloe
vie", Of
EAVE ' I II
rT --
HI HI' · I ~ !I \
I ; \ i-lif--'-10GoI<
i ~
24'
i i~
ClA OCFOVERHANG ! 1- - NAIL CORROSION J-
CHANNEL - RESISTANT NAIL I LUMINUM SOFF
JT
P.~
NEl
TYP NAILINGPATTERN 1O'X12' 02' SOFF! T>lG'X16' <
16' SOFFIT)
4) NQt ~"" ifoveffia,"1l
iolt' '" 1_.lfo,.
erllJmg is !2"
to 20"divide ~
width in lWfl!> ~
prop<:f O.C. Ie<:ation
for Gatwn N.
ik" (I.... rOf"" IS" o~ tbt Batten
Would be 9" O,
C.)E~D OF'
THIS ACCEPTANCE
lnwr Ballen Nailet u<>{ reqWrod
far
I'-Clnwnd Ar,!>lkal;iOlJS,
SnlIp .lc~
elliJ1c .
r<'f~ l\ll<l
a\ta~'b F-
Chtul!ld dUoctJito walllJfung i-T8aller 16" O.C. (CBS C"".
1tu<:tiOtl) or 12" UtA. c'<>noooo ,~istool Mill.'" long !t"
Q,C. (J>laywOO<l; 0.8.8. Ol\nsitu<.iion).SATTENtIlAllER(NOTE4)
P!J.CHANNE /INSTALLATION SIDE
VIElV' Of' EAVE .f III t=.\ II III iI~ '1\
101,---j--10lf~, \24' / I~A$CIA ROOFOVERHANG i i_ ,,~- NAil: CORROSION J-CHANNEL ..,.,j
RESISTANT NAIL I """!'W<f:DBI'JOI-IN LALIOTIS. P.E.-j 101Ia 'SD~~~
L~~~^t~~~~L~~I. p e:. ~~T$t/YJI-t'~ 1,24664 __ ____ .~__" .__..,CA'MERO'IfA-
SH[Irr-~------i
6UllOtNG PROOvcraJ
ASHLEY
D!Vl$lON TAMPA,
FL ALUMINUM
SOFFIT---'--!
i INSTALLATION DESIGN .
rr: _5-15-
02 ~ A-
10053 1
i j__~.__~__,. .__..,,_ ._.......
J 9 1\0,\ 1\'
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9JQ.I0 Expiration Date:
04/0S106Appto\a1 Date: 01129/04 Page
3
of 3
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PRODUCT APPROVAL SPECIFICATION SHEET
IAs required by FloMa Statute 553842 and Florida Adminis:rat:ve Code 9B-72. please provide the Information and approval numbers on
the bUilding components listed below if they will be utilized on the construction project for which you are applying for a bUilding pennl!
We recommend you contact your locai product sUPPI!er should you not know the product approval number for any of the aopl!cable listed
products
CategoryiSubcategory 1. EXTERIOR
DOORS A
SWINGING B
SLIDING C
SECTIONAL D
OTHER 2.
WINDOWS A SINGLE
HUNG B HORIZONTAL
SLIDER C
FIXED D
MULLION 3. PANEL
WALL A
SIDING B.
SOFFITS C. WALL
LOUVER D. GLASS
BLOCK E
OTHER 4. ROOFING
PRODUCTS A ASPHALT
SHINGLES B
UNDERLAYMENTS C. ROOFING
FASTENERS D. ROOF
VENTILATORS E. ROOFING
TILES F. MODIFIED
BITUMEN G. SINGLE PLY
ROOF
SYSTEMS H.
CEMENTS-
ADHESIVES COATINGS ROOF
TILE ADHESIVE
J. OTHER
5. SHUTTERS A
STORM PANELS
B.
COLONIAL CROLL-
UP D.
OTHERS 6.
SKYLIGHTS A
SKYLIGHT B.
OTHER
7. STRUCTURAL COMPONENTS
A
WOOD CONNECTORS/ANCHORS
B. TRUSS PLATES
C ENGINEERED
LUMBER D
RAILING
E CONCRETE
ADMIXTURES F
MATERIAL G.OTHER
8. NEW
EXTERIOR
ENVELOPE
PRODUCTS A B.Manufacturer Product Description
Approval Number(s)Plastpro Inc.! Nanya Plastics Distlntion
Flbregiass Entry Doors
Jeld-
Wen Exterior Doors Klnco
BetterBilt (MI Home
Prod)Fla
Extruders (Milestone)General
Aluminum
Clopay
BUilding Products
Kinco BetterBllt
Fia
Extruders
General Aluminum Klnco
BetterBllt Fla
Extruders (
Milestone)
General Aluminum Klnco
BetterBllt Fla.
Extruders (
Milestone)General
Aluminum Klnco BetterB/
lt Fia
Extruders (Milestone)
General Aluminum Kaycan
Ltd.Cameron Ashley
BUilding Pittsburgh Corning
Corp Certain
Teed Corporation Air-Vent
Inc.Certain
Teed Corp.-Roofing
Simpson Strong-Tie
USP Structural Conn MITek
Industries. Ine BOise
Eng. Wood Prod FECP
Corp. (Cast-
Crete)F L 1 321 FL498. 539 Mk 2/3/4/5. Mk 2/3/4/5
HP. Mk 2/3/4/
5 XHP 420. 470/
452. 470HP/452HP
Senes
500/
1000/
2000
420/430/440 FL126 FL561
FL45 FL264 ReSidential Wind Code Doors FL642
Mk 40/50, Mk 40/50 HP
165 165/3000.740/
3740,
3240/
4250HP
Series 1000/1500/2000 FL123 FL663 FL42 1100/
1140/1440/
1450/1540/
1550/1570/1900/1940/1970
FL254, 1698 RW
HP. RW XHP.
RW4-XHP 168/3168.680 Ser'
es
1000
1180/
1480/1580/
1590/1980/1990 FL124 FL670 FL43FL256. 1700
Mk 40/50 PW/CT. TWP\/v/
CT 165/3000.
740/3740. 3240/4250HP. 680 Series 1000/2000
11 00TDL/11 001450TDL!
1450/1550/
1570/
1900/
1970/5000/5300/
5350 FL 125 FL676
FL44 FL255.263 1697 M03-04A, M02-03A.
M96-08C FL957 FE57091571 0/5711/5712/
5713/5714/5718 FL974
FE5700/5701/5702/5703/5704/5705/
5717 1100/1900/1970 FL1252
0605/
0606/
9500/9510 Aluminum Soffit 41550/45102/45102N
Aluminum Soffit FL1965 FL406 Glass Unit Masonry Installed
w/Mortar FL1363 CT20 (and AR)
Landmark
30/40 (and AR).XT25 (and AR) XT30 (
and AR)FL250 CRV Aluminum
Ridge Vent
NOA No
03-0930.
08 Modified
Bitumen Roof System
FL479
see
chart
see chart Truss Plates Versa-Lam SP
Wood I-JOists ALLJOiST FL2197 FL1644 FL1645 High Strength Concrete Lintels F L1 58 The products listed below did not
demonstrate product approval at plan review I understand that at the time of inspection of these products, the following information
must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics
which the product was tested and certified to comply with, 3) copy of the applicable
manufacturers installation requirements. Further, I understand
these products may
have to be removed if approval cannot
be demonstrated duringinspection.
APPLICANT SIGNATURE DATE
Simpson & USP
Cross Over Chart
with Florida
Product
Approval
Numbers
I
I
Florida
Product Simpson
Product
N
b
Approval
um
er
Number
A34 ABU44
CS22
H3
H10
H2.
5
H6
HCP2
HDQ8-
SDS3
HETA16
HETA20
HGUS210-
2
HHETA40
HSUR/
L410
HTS16
HTS20 HTT16
HTT22
HUS26
HUS28 HUS410
HUS412
HUSC410 HUSC412
ITT
IUT
LGT2
LSSU210-
2 LSSU28
LSTA12 LSTA18
LST
A30
LSTA36
LTS12
L
TS16
LTS18
L
TS20
LTT19
LTT20B
LUS26 LUS414 MBHA356/1188 MET
A22 MGT MST48 MST60 MSTAM36
MTS12 MTS16 MTS18
MTS20
MTS30
MTT28B
PA51
SDS 1/4x2
1/2 SDS
1/
4x4
1/
2
SDS
1/
4x6
SP1
SP2
SP4
U24
Set
Pac
10
H D
Tlten
FL474
FL474
FL1901
FL474
FL474
FL474
FL474
FL474
FL474
FL1901
FL1901
FL474
FL1901
FL503
F L538 FL538 FL503
FL503
FL474
FL474
FL474
FL474
FL474
FL474
FL474 FL474 FL1423 FL474
FL474
FL1901
F
L
190
1
FL1901 FL1901 FL474
FL474 FL474
FL474
FL474
F
L4
7
4
FL474
FL474
FL538
F1901
FL1423
FL1901
F
L
1901
FL
1901 FL474
FL474 FL474
FL474 FL474
FL503 FL474
FL1463
FL1463 FL1463
FL474 FL474
FL474 FL1218
Fl4023 FL23042
Product Description
USP Product
Florida Product
Number Approval
Number MP34
FL570 PAU44 FL569
RS300 FL822
RT16FL565 RT7
FL565 LFTA6
FL820 HHCP2
FL817 UPHD8
FL817 HTA16
FL821 HT
A20 FL821
THDH210-2
FL821 HT\/
V16 FL820
HTW20 FL820
HTT16 FL821
HTT22 FL821
HUS26 FL818
HUS28 FL818
HUS410 FL821 HUS412
FL821 THO
FL815 THF
FL815 LUGT2
FL568LSSH31 FL816
LSTA12 FL816 LSTA18 FL816
LSTA30 FL816
LSTA36 F L816
LTW12 FL820 LTW16
FL820 LTW18
FL820 LT\/
V20 FL820
L TS
19 FL822
LTS20B FL822
JUS26 F
L821 J
US414 FL821
NFM35X1178U FL578
HTA24-18
FL859 KST248
FL822 KST260 FL822
MTW12 FL820 MTW16
FL820 MTW18
FL820 MTW20
FL820 MTW30
FL820 MTS27B
FL822 TA51 FL816 Framing
Anchor
Adjustable Post Base
COil Strap Tie
Hurricane Tie
Hurricane Tie HUrricane
Tie Hurricane Tie Hip
Corner Piate Connector
Holddown Embedded Truss
Anchor Embedded Truss
Ancllor Truss
Hanger Embedded Truss
Anchor Heavy Skewed
U Hanger
Heavy Truss
Strap Heavy
Truss Strap
HD/Tenslon Tie
HDlTension Tie
Heavy JOiSt Hanger
Heavy JOiSt Hanger
JOist Hanger JOist
Hanger Joist
Hanger JOist
Hanger TF
I-JOist
Hanger I-
JOist Hanger
light Girder
Tledown Slopable/
Skewable Hanger Slopable/
Skevvab1e Hanger
Strap Tie
Strap Tie
Strap Tie Strap
Tie Twist Strap
TWist Strap TWist
Strap TWist
Strap TenSion
T;,e TenSion Tie JOiSt
Hanger Joist
Hanger Masonry
Beam Hanger
Embedded Truss Anchor
Medium Girder
Tledown Strap
Tie Strap
Tie Strap T!
e for Masonry
TWist Strap TWist
Strap Twist Strap
Tw,st Strap
TWist Strap TenSion
Tie Foundation Strap Strong
Drive
Screw Strong
Dnve
Screw
Strong
Drive
Screw
Stud
Plate
Tie
Stud
Plate
Tie
Stud
Plate
Tie
Face Mount
JOiStHanger
Expoy TltenAnchorw
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LAST PLOT DATE
October 11,
2004
6A~~
Bl ll.OL'\G CODE CO~11'UAN('E OFFICE (BceO)
PRODUCT CO~TROL DlvtSlON
L\.)n-DADE COUNTY,
FLORiDA METRO-DADE
FLAGLER BDIDING 140WEST I'LAGLERSTR10H,
SlTfE 1603 lvOA-v.r,
FLORIDA 33130..1563305) 375.2)01 FAX (
305) 375.2908 OfI~E
OF ACCEPTANCE (
NOA)CertainTetd CQrporation 1400 t:
niQU Meeting Road BIue
BeU,
PA 19422 SCOPE:This NOA ,s b.:mg Issued under the applicablerules and r>tgulations governing 'he use
ofconstruction matenals.111<: docllmt':ntat10t1 submitted bas bc-en le\~twed by Miami. Dade County Product Control
Dl\1s1011 and accepted by the Board of Rules and Appeals (BORA) ~o be used in Miami Dade County and other areas
v,here allowed by the
Authority Having Jurisdiction (AID).This NOA shall not be vahd atler the explIation date stated below. The Miami.
Dade County Pwduct Cont101 Dnision (InMi"rru Dade COlli'1ty) and/or the AlU (m areas other than MIami Dade
County) reserve tne right to have this product or materialte~ted for ql.lahty assurance purposes. if this produ0t
or material falls to perfoffil in th~ accepted manner, the manufacturer \\llJ ineur theexpenseof sllch test.L.'1g and
the i\HJ may immediatelyrevoke, modify, or ~U$pend the use of such product or materia]
within their junsdiction. BORA re,erves ll,e r,ght :0 revoke tins acceptance, if it is detennmcd by Miami.
Dade County Product Control Dwision that Ih18 product or matena! falls to meet the requirementsof the
apphcabk bUlldi.ng code.nus product IS approved as descnbed herein, and has been designed to comply \'tiththe
HighVelocity Hmnc;,:me Z,one \')
fthe Flonda BUllding Code.DESCRIPTION: Landmark 30 (and~AH) (and \\ ideTrack QB), J~andmark
40 (and-AR) (and WideTraek QB) and Landmark SO (
and-AR) (and WideTra<k QB)LABELh'XG: Each unIt shall bear a perman.:nt label wltb the manufacturer's name
or logo, c,ty, state and follo,ving staten:~T,t: "Mianu-Dade Count), Product Contl'
ol Approyoo", unless othe!>\'1se nDted ~:erein RKNE\VAL o1't1::1s NO1\. sball be considered aft<7f a rene'Nalapp-hcation has
been filed and thereh<'ls been no man~m the "h'Pllga.b]~pU11~'hngs.,'de ng;a~i\,c1y_atr~_ct1ng
the perf,;m1a.nce of this product. h__.__'_ __, ___TER.'lL'iAl IO~ of th1s NOA \\jll occur after the c'lpiration date or if thele
has been a levisIon or change 111 the ma~trials, use, Zlnd10r manufacture of the prODuct or process. Misu~e
of this NOA as an endorsement of any product, for sales, adnrtising Qr any other purposes
shaH automatJeallytenTtlnate this NOA Fal1ure to comply tlth an)' secnon of this NOA shall be ""
use for tcrminahon and removal of NO A.ADVERnSE~lENT: The NOA number preceded by the
words Miami.Dade County, Florida, and followed by the expiration datemay be displayed 1ll advertismg htoature. If a.l1Y
portlon ofihe NOA is dbplayed..
then It shall be done in Its entirety.I~SPECI lOX: A copy of this entire NOA shall be proYlded to
the user by lhe manufacturer or its distnbl1tors and shall be a\ ;ll]able for in~pect,on at the Job ~lte at
t.1J.e request of the BU11dlng Offklal.
l1ns NOA conSIstsof pages 1 through 4.The submitted doc:Jment.atlOn
wasrc\
ie\
vcd
by Flank Zdoaga, RRC
Q p...,k,..t,.'
0'\ No.: 02-1219.03
Expiratiou Date: 02128/07
Approval Date:
03/27/03 Page 1 of 4 6. LA13EUXG 6.1 Shlng1es shall be labeled with theMiami-
Dade I ago or
the \\
ordmg ('Miami.Dade C<:lunty
Product Control ApproH.'d".t 7. BlJItDl1\G PEIUUT REQHREMENTS 7.1 App!icatlOn for bU11ding
penmt shall be accompanied by copies ofthe
follov,ing:7.1.1 11m NotIce of Acceptan.;:e.7.1.2 lmy other d\x'umc'nlg
required by theBddmgOfficialor the appltcable code in mier to
pro!X'
1'
Iy eV2l1uate
theinstallation
ofLhis sy~
tem.DETAIL A
Rake Edge
5Si8...,
155'8'
5~8
1~--16
1f4--~,
01 --
l ~ 'I ~ LS&'
8""t-271a__r_~~~5~J F~'~ ~- "~--" 1
1- ---+
33
1/8 --~J - =
t
f--1.--L'R~"""
ir .-- Q' u! . 1
t~ ~~5 ~/8
I
Full1__~J
I \ Sll~~~__ _ ____ --!!!!!!I_~.!!!!!-CERT AINTEED LANDMARK
SO, 40, 50 All d'mens'ons shown
are
iniDches
Eaves 9 A~:OA
No.: 02-1219.03 E) pil'
ationDate: 02128.'07ppnn:ll
Date:
Q3/27/03Pag-e3of4 ROOFL~
G ASSEl\
lBL Y
AIJPROVAL Cate~
ory:Sub-Cat€~
OI1 :
l\faterials Deek
T~
pe:
Roofmg 07310
Asphalt Shmgles DimenSiOnal Wood 1. SCOPE This revi~('" CertaioTecd Landmark 30 and AR (and Wide
fl'ack QB), CertalnTeed Landmark 40 and AR (and \videTrack QB), CcrtainTeed Landmark 50
and An (and WideTraek QB) Shingles as manufacturedby CHtaillTeed Corporation descnbed in Scct:on :2
of this f\otlce of
Acceptance.2. PRODL'Cr
DESCRIPTION frQQ\!
f1Dimensious f('
2.!Spedfi{ation~r.Ioduct Desniptioq Cclt3.u:;.teN
landmark 30 and 13\/." x
38 %"AR (and Wide [rack QB)Certainte",d Landmark 40
and 13\.-." x .18 h"
AR (and Wl<1eTrack QB)Cc:rtamteed Landmark:O
and 13/~" x 38
y.."AR (and
WldeTrack QB)Accessory- Shmgles Viinous
A heavy \wlght,
2471bisq, dlmensional d.~phalt shmgle.A
heavy \\elght,
2641b/sq, dunenslOnaJ asphalt shmgle.Aheavy \\
eight, 2961b/
sq, (Umen:;lonaJ asphalt shmgle.Accessory ~hmg:
cs for hip, ridge
and starter
str,p
1IpphlaLlons.PA
110
PA 110 PA 110
propnetary 3. EVlDE~CE SUBMITTED:fest Agency fest Identifier
fe~t
Name/Report Date
04/02101 01/
12/01 11/12/02 Und""
1Vontcn; L:ihorat<.)flCS, Inc,PRl.\sphalt
T~'(hn(llo~
1cs, Inc.R684
UL 790
PC rC-Ol.
02-01 CTC-006-02.01 P A 100 Vnderwritcrs LaG,<:)!at()
ries,
Inc. 94NK9632 Wind
upliftre~\stance
PA 107Cl2NK42448 __11/
30,00 1J,'08/024. Lll\JlTA nONS 4.1 Fne das~ifici;ltion IS lX'( paIt of
this accept31,ce; refer to a cunent Approved Roofing
M?tenals Directory for fire ratmgs of this product.4.2 Shall not be
mstalltd on !OofrDeaJ1 heights 111excess
of 33 it 5. h'iST,UL.\ lIO.N 5.1 Sk,ngks ,hall be
instailed m compliance with Roofing ApphcatJon Standard RAS 115.5.2 Flash:ng sha:1 be in
accC'lda:xe with Roofing Apphcation S1al1chnd RAS 115 5.3 T1:e
mal1UfactUler shall prov,de c;ear1y Written apphcation mstruct1ons.5.4 EXp0sure end course lay cut
shall be In comphance W,lll Detail 'N, attached.5.5 Na:h1g
shallbe
in
compliance
with Dctall 'Ii" attach...>
d.Q i'OA
No.: 02-1219.03Expiratiou Date:
02/
2Sr01 Appro\
al
Date:
03/27,03 Pllge2of4 DETA1L B r-1-- - -- .. 38 3/
4" --'-- - - -
1 12" ---- -
r----143.4" --
l--
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r~~nLir=l :I L--
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1 U..
NDMARK
30.
40,50 (AND AR)383/4" ___,,__,_______.____-1
77.2/hL:'
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9 ;).'
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q +-
12" ,. __,..... ....._ 13114"WIDE .......{.- .. ~ -I r-f NAiLING R~ .-- K>";Z':;;'~ --
n' , .. r~~ 1 AREA ~
1 1 r-<&<~-0>x
I . ,,
5 ~
4 I ,
71/2"U:.ior{__1 \ LJ '; ,
LANCMAF:
K 30, 40, 5Q {AND
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and Standard Slope)38314" ---------r/7"/"'/:~;'7T7-'7/~C~/~/~
777/L~~~':?i/7Z/
b~~?:;,=/ ~-,L4 ~--~r ---
i3 j.f""1Q
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1 '2j IN~'d b1:~ltee.~ NttOtT' 2 ,'..()Il \U -es 41'1 12#' - - ..... 143140---- 12"--'.- 131.
1- ~r'~5r-~I' ~_.-~:k 6~'a"exPQsute \ I \ :
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I-I_LP.ND\\ARK 30.40,50 (
AND AR). \
NIDETRPCK
QB Steep Slope)
Ef'D
OF lIDS
ACCEPfANCE 0'\
Xo.: 02-1219.
03 EspiratfQP Date: 02/28.07 ppnn al Date: 03/
27/03
Pag.. 4 of 4 h
l. ~ 't i\." \ \."LAMINATED
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