HomeMy WebLinkAbout4614 Eagle Ranch Dr�% 4
!r\j
11 WINDOW AND DOOR SCHEDULE 11
OPENING
MARK
CALL
OUT
I MANUFACTURER'S
MODEL # OR SERIES NAME
WINDOW SCHEDULE
W-1
SH35
PGT SH500 SERIES
W-2
SH25
PGT SH500 SERIES
SLIDING GLASS DOOR & GLASS DOOR SCHEDULE
D-1
3068
1 THERMA TRU CORP
D-2
16070
1 OVERHEAD GARAGE DOORS
PGT INDUSTRIES OVERHEAD GARAGE DOORS
1070 TECHNOLOGY DRIVE ANDY HLAVATY&ASSOC
NOKOMIS, FL 34275 P.0 BOX 741356
DALLAS, TX 75374
A. MORGANCASTLE STUDIOS MAKES EVERY EFFORT TO ENSURE THE ACCURACY OF OUR DRAFTING
SERVICES, HOWEVER THE CONTRACTOR SHALL VERIFY ALL DESIGN ELEMENTS, CONDITIONS,
DIMENSIONS, AND NOTES FOR ACCURACY AND CODE COMPLIANCE. THE CONTRACTOR SHALL
NOTIFY MORGANCASTLE STUDIOS IN WRITING WITH ANY ADJUSTMENTS OR CORRECTIONS
NEEDED PRIOR TO PLACING ORDERS FOR MATERIALS OR BEGINNING CONSTRUCTION.
B. THE CONTRACTOR SHALL VERIFY THAT ALL LAYOUTS, SCHEMATICS, DIAGRAMS, ETC.
SUBMITTED BY THIRD PARTIES DO NOT CONTRADICT THE PLANS AS DRAFTED.
WHEN CONTRADICTIONS ARE FOUND THE CONTRACTOR SHALL DETERMINE WHICH PARTY
MUST MAKE ADJUSTMENTS TO THEIR DRAWINGS AND CONTACT THEM IN WRITTING, EXPLANING
THE CONTRADICTION AND THE ACTION REQUESTED TO CORRECT THE PROBLEM.
C. ALL THIRD PARTIES INVOLVED IN PROVIDING SERVICES OR MATERIALS FOR THE
PURPOSE OF CONSTRUCTING THE STRUCTURE BASED ON THESE DRAWINGS SHOULD
CONTACT MORGANCASTLE STUDIOS UPON FINDING ANY DISCREPANCIES.
GENERAL NOTES
1. ALL EXTERIOR FRAME WALLS AND INTERIOR BEARING WALLS TO BE 2X4 WOOD STUDS AT 16: O.C.
2. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A SOLID WOOD DOOR, OR A
SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR A 20 MINUTE FIRE RATED DOOR.
3. ALL EXTERIOR MASONRY AND FRAME WALLS OVER 32" LONG ARE DESIGNED AS SHEARWALLS.
4. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED
BEFORE REQUESTING THE FRAMING INSPECTION. FBC,R R109.3
5. PROVIDE ONE 29"W CLEAR OPENING TO A BATHROOM ON THE FIRST FOR FOR HANDICAP ACCESS. FBC,R R322
6. PROVIDE A MINIMUM OF ONE 36"SIDE HINGED EXIT DOOR ON THE FIRST FLOOR.
7. NOTE: FOR PC-# LINTEL CALLOUTS, SEE DETAIL ON SHEET S3.
8. ALL NON WALK-IN CLOSET CEILINGS TO BE A MAXIMUM OF 8'HIGH.
9. ALL INTERIOR WALL WIDTHS ARE ASSUMED 4" UNLESS OTHERWISE NOTED. ADD OR SUBTRACT 2"TO GET
CENTER LINES.
10. ALL EXTERIOR FRAME WALLS HAVE R-1 1 BATT INSULATION AND VAPOR BARRIER
11. ALL EXTERIOR CEILINGS (I.E. PORCHES, ENTRY) HAVE 1/2' SAG RESISTANT EXTERIOR GYPSUM SHEATHING.
12. PROVIDE CONCRETE STOOPS FOR EXTERIOR DOORS TO GRASSED AREAS.
13. ALL SHELVING TO BE VINYL COATED WIRE SHELVING.
REFER TO SHEET SPECIFIC GENERAL NOTES AND THE ENGINEER'S NOTES
FOR MORE INFORMATION. THE PREVIOUS GENERAL NOTES APPLY
UNLESS OTHERWISE NOTED.
R'IE PAGE Sl
FOR FLORIDA
MECHANICAL
CODE 301.13
FOR MOUNTING.
NOTES
G.C. TO VERIFY ALL CONDITIONS PRIOR TO
COMMENCEMENT OF PROJECT
ALL NEW EXTERIOR WALLS OVER
I � 329W ARE SHEAR WALLS. I I
cm
m
0
0
T-2'
a._a.
SH25
TOP 0 n-
SH25
TOP w
SH25
TOP @ vir
PC-2
in,
Br *3
8'CLG cli
CARPET
Ite
Br #2
8'CLG
CARPET
p
Br #4
8'CLG
CARPET
2868
0
Bath
F CLG
TILE FLR
c
u
WATER HEATER
SHALL BE - - - - - - - - 1 04
MOUNTED ON 22.SX54
AN APROVED ATTIC
STAND ACCESS
L-- - - - - - - -
Garage
8'4 CLG
CONCRETE
LE*
Eo
....................................................
1 6'X TOHI GARAGE DR
PUT -
PA
TLOO'k qPlj &N
SCALE;. 1/4" = V
�_z
1-7
WrTil
3� ILD'NG.
_A
J. )v
LIVING: 1327
GARAGE:
480
ENTRY:
12
TOTAL:
1819
,it G IV
Z
7�3..
-,,
"1%
tv
'0—
w
z
a
io
Ul
IL
cj
>:
00 0
u pz
co) 0
5
c
Z PE
co)
0
cf) C;j
co
440 co CIO
n
C/)
u �L:u-
IZ
c:l
Ld
0 LLJ
j _j
Lu
uj
0
Lu
Q
cv)
c�
c�
SHEET
0 uj
LUT
N
0 z
ol
z 0 OF 5
FF
ELEV. 16'-8-
RIDGE HEIGHT
12
12
ELEV. 8'-0"
MAIN BRG HEIGHT
6"W SCORED I
ELEV. 0'-0"
FINISHED FLOOR
OMNI
ONE
MEN
FM
I EIE
I
MUNIENNimirMTH
k I
SCALE: 1/4'= 1'
CORED BANDING
ELEV. 16'-8-
RIDGE HEIGHT
12
jd% ELEV. 8'-0'
'4V MAIN BRG HEIGHT
12"
O.H.
jjk ELEV. 0'-0-
'4V FINISHED FLOOR
ELEV. 16'-8-
RIDGE HEIGHT
ELEV. 8'-0"
MAIN BRG HEIGHT
ELEV. 0'-0'
FINISHED FLOOR
ELEV. 16'-B"
RIDGE HEIGHT
jjk ELEV. 8'-0"
W MAIN BRG HEIGHT
ELEV. 0'-0-
FINISHED FLOOR
- - - - - - - - - - - - - - -
44�� 12
— — — — — — — — — — — — — — — — — — — — — — —
lj&P6 T.I.Y.Y &TION
SCALE: 1/4"= 1'
LEFT "ELEV &TION
SCALE: 1/4"= 1'
Rl(;"Hrl ELY.V XTION
SCALE: 1/4" = V
12"
D.H.
..z
ilk
w
z
ui
Ul
IL
I
F
I
t
>;
limp I ni
f Z
C)
co
U 5
Z FE,
ommo 120
all
0
LL
CIO
0
Zj
C/)
co
N%%ft ca cn
t Z Z
R�
r==q x
ILQ193
Q
LLI Uj
VW)
ui
let
SHEET
uj
0
0
OF 5
ALL ELECTRICAL MUST BE IN COMPLIANCE
WITH NFPA 70A, NATIONAL ELECTRICAL CODE
REQUIREMENTS FOR NE AND TWO FAMILY
DWELLINGS, EXCEPT ARTICLE 80.
PROVIDE ARC -FAULT INTERRUPTERS IN ALL
DWELLING UNIT BEDROOMS PER NEC,
SECTION 210-12.
ALL OUTSIDE W.P. OUTLETS TO BE ON THERE
OWN 20AMP CIRCUIT.
CEILING OUTLET FIXTURE
PULL CHAIN FIXTURE
WALL MOUNT FIXTURE
#--- FAN PREWIRE FIXTURE
RECESSED OUTLET FIXTURE
VENT FAN FIXTURE
V DUAL W.P. FLOOD FIXTURE
0 DUPLEX OUTLET
*OF GROUND FAULT OUTLET
1/2 SWITCH OUTLET
220V OUTLET
O'p WATER PROOF OUTLET
4 SINGLE POLE SWITCH
43 3-WAY SWITCH
44 4-WAY SWITCH
4b DIMMER SWITCH
4LV LOW VOLTAGE SWITCH
4- WATERPROOF SWITCH
4- GARBAGE DISPOSAL SWITCH
v TELEPHONE
(D SMOKE & CARB. MON. DETECT.
t TELEVISION OUTLET
m DOORBELL CHIME
625 METER W/GROUNDING ROD
SERVICE PANEL
OVERHEAD
SERVICE
f�-JZ-
METER
CONDUIT
GROUND ROD
GRADE
.10 BREAKER BOX
200 AMP
—ow— BLOCK WALL
UFER BOND
20'#4 CU MIN.
"ELIECTRIC&L,
SCALE: 1/4" = 1.
11 SERVICE DIAGRAM 11
N—(\z�A <;I�'A-o- �;> 6
N 04
-.")i io-y 4-I'l
N G
ELECT'11C'C,�L, "Ll-l'14BIN(i 'A NL�
r4-11CJ4,��,','�-A -
0 )k.S
z
Ara
Lu
Lu
z
uj
ILI
>:
f//
co
U �E
ZC/3
lommil z
0
0-1 ci
LL
C-43
C) --j
co
co
co
cf) CL
Q.
-9!!!� i�
u
UJ Lu
co
0
ID
0
cl)
5;
LLJ
crt
LLI
cv) cv)
c�clq
c�
c
SHEET
0 0
U
uj
ud
rw
0
-
0
�
ll�
0
OF 5
I I I
GENERAL NOTES
ALL EXTERIOR DOOR RECESSES,
MUST HAVE 1/8" PER FOOT SLOPING
TOWARD OUTSIDE AREA
NOTE:
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF
THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS
USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
STRING STRETCHED FROM MARKER TO MARKER TO VERIFY
REQUIRED SET BACKS
I-T-== -------------------------------------------------------------------------------
1 12-WX 20-D 12'W X 20 'D
CONC. MONO.FTG. CONC. MONO.FTG.
W/ 2#5 REBAR 3! �'A I—;- VERTICAL CELLS W/ 2#5 REBAR
COPWLY KITH Flil�;6,N-f�F-,jk:Tj) (TYPICAL) I
(TYPICAL) VERTICAL REBAR MAX ff-r D.C.
Alv&Ok
(EXCLUDING OPENINGS) LAP
SPLICED (25- MIN.) TO A STANDARD
HOOK EMBEDDED (r MIN. INTO
BOND BEAM & FOOTIING.
jj% ELEV. 0-0.
NJ "V MAIN FLOOR IN
CONCRETE SLM REQUIREMENTS SLAB
TO BE 4- MIN. DEPTH, 3000 PSI CONCRETE W/FIBER
MESH OVER 6 MIL POLY FILM VAPOR BARRIER
;c (LAPPED 12- & TAPED) ON CLEAN, COMPACTED SOIL
-1 WITH BORACARE TREATED FRAMING.
cc
C)l
NJ I
---- we-- ---- LI
;c ------ ---- L
1 2. 1
c1%
0-0
0
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1/4" CONSTRUCTION JOINT
12 *W X 20"D
CONC. MONO.FTG. jd4 ELEV. 0-4-
GARAGE FLOOR
W/ 2#5 REBAR
cl:
(TYPICAL) I I &D
NJ I I L — — —
IN
m
Oo
0 M
;u
-n
0
g'-4"
cs
NJ
LLJ
ON
Av,
0
Lo
>
Z
LU Lu
re.
ml
I �m-- oil
12*W X 20 *D
CONC. MONO.FTG.
aw a. W/ 2#5 REBAR
(TYPICAL)
� — — — — — — — — — — — — — — — — — — — — — — — — — — —
F. 12-W X 20 -D I m m—
CONC. MONO.FTG. I
I
W/ 2#5 REBAR ELEV. - 0-6- 12'W X 12"D
(TYPICAL) G— A-R-A G— E F L 0 0 R GONC. MONO.FTG.
L =2j W1 1#5 REBAR
E (TYPICAL)
TOUNDATION
SCALE: 1/4" = 1
jjr//"-o�o.-,-
z
c. 77%
ok3 o"
Lu
ui
z
Lu
;ell
1.,u
7
25
CIO
CIO
cn
ca cn
Q.
Q.
qt!� NLU
co
LLJ
-4
co
LL1
LLI
C)
co
LL
LL
L41
CL
19
U
cv) cv)
v- v-
c� 4
c� c�
�ce
SHEET
0
Ict
uj
0
0
0
z1ol
OF 5
11 - 11 1 1 1 11 1 1 -- I -- - , , . - , I I , f f
Approved truss anchor by others
Shingle loading (37 lbs 12
Plumb cut overhangs 5. cl�
— I . / zi
12
ROOF TRUSS END DETAIL
TRUSS CONNECTIONS
UNLESS OTHERWISE NOTED, USE SIMPSON HHETAL20'S FOR TRUSS
TO MASONRY WALL CONNECTIONS.
USE SIMPSON MTS1 6'S FOR TRUSS TO FRAME CONNECTIONS.
USE SIMPSON DBL HHETA20'S FROM GIRDER TO MASONRY.
USE SIMPSON DBL. HTS30'S FROM GIDER TO FRAME WALLS.
R 00V 1. Ak"V
SCALE: 1/4' = 1'
fif G IV
MA
z N
P9
"P. /V
Uf
IL
CO
ZCn
0—MO
co
co
tam CO
r�l c/D x
z
co
ZSk
LQ
;G j --j
LL,
N
�
la�
SHEET
0
Uj
Cc
0
oc
0
0
Z
0
OF 5 j
STRUCTURAL SPECIFICATIONS
GENERAL
L SUBC4WrRACTOR 16 REGPONSIBLE FOR MEANS AND METHODS OF: CONSTRUCTION
TO ENSURE TI-E SAFETY OF: THE BUILDING UNTIL STRUCTURAL SYSTEM 16 COMPLETED.
THIS INCLUDES, BUT 16 NOT LIMITED TO, T14E ADDITION OF WHATEVER TEMPORARY
BRACING, GWORING, GUYS TO TIE-DOWN6 T14AT MAY BE NECESSARY.
2. 9.95CONTRAcTOR 16 SOLELY WAIDONSIBLE FOR T14E M%ETY OF 1418 WOW DURhG C"T1111114TION.
3. APM10AI51 E BUILDING CODEGs - FLORIDA BUILDINIG CODE (2010, RESIDENTIAL EDITION)
4. DESIGN LCAD6j
A. R0OFz LIVE LOAP_ 20 PINMINIMUM).
DEAD LOAD_ 10 PW614INGLE) 20 PSF (TILE).
15. K-00111h LIVE LOAP- 60 MF BALCONIE6,40 FOR ALL OTHER RDOMS
DEAD LOAD-10 PGF
C. SOIL PREGIBURE; 20M MIR (ASSUMED MIN1
5. STRUCTURAL Ej R ALLOWABLE DEFLECTION
Raftars havlrigi slopm greater than 3%12 with no finished coiling attached to rafters
Interfor walls and partitions
Floors and plastered coillings,
All other structural isimbels
Exterior walls with plaster or stucco finish
Exterior walls-wInd loads with brittle fInishas
Exterior walls -wind load& with flexible finishes,
I-Iritsile supporting inaeorrg venew walls
6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS
SHALL BE RESPONSIBLE FOR THE CONTENT OF: 01111AWING-18, AND FOR THE
SUPPLY AND DESIGN OF A101011IM710RIATE MATERIALS AND WORK
ERI ORMANCE.
1. ALL MANUFACTURED ARTICLES, MATERIALS AND EGIUIPMENT SHALL
BE APPLIED, INSTALLED, EFIECTED, USED, CLEANED, AND CONDITIOMID N STRICT
ACCOINVANCE WITH MA"ACTUREER'G RECOMMENDATIONS.
11. SITE WORK
V..CARPENTRY
L DIMENSIONED LUMBER SHALL BE OM66M b46, AND GWALL BEAR THE GRADE STAMP
OF: T14E MANUFACTUREWS A66OCIATION.
2. ALL LUMBER SHALL BE GOUND, GEAGONED, AND FREE FROM WARP.
3. ALL 6TRUCTURAL BEAMS AND HEADERS GHALL BE GOUTI-EW YELLOW PINE (6YP-) NO. I
GRADE OR BE I I UT14 GINGSLE MEMBER (UNIINACTORED) 67111112-86116 AS FOLLOWS;
FV - W Pei
Fin - SID Pei
E a 1,600~ Pei
11% MAXIMUM MOIGTURS C40NTENT
A, FRAMWj LU15ER SHALL BE 42 6PRUCE-PINE-FIR OR BETTER
5. INTERIOR NON -LOAD 1BEARW3 WALLS MAY 15E UTILITY GRADE.
4. ALL LUMBER N CONTACT WIT14 MASONRY OR CONCRETE 814ALL 50 PREOGURE TREATED.
S. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITI4 A GCA &ALT TREATMENT IN
ACC )RDANICE WITH F.S. TT-W-511 AND BEAR T14E AMERICAN WOW PRESERVERS
LAGO INSTITUTE EGIUALITY MARK LP- 2.
HAW 6. 614EAT14NG FM ROM AND WALLS SHALL BE APIA RATED (EXPOSURE 1) "ATWING;
L/360 UXT14 EXTERIOR GLUE. ALL ROOF GHEAT14Ws TO BE INSTALLED UT14 PLYCLIM.
L/240 (MAX"J1 24N O/C). SEE DETAIL& FOR SWEATWNG THICKNESSE&
W/3"
W/240 1. NAILING FOR PLYWOOD ROM AND WALL SWEAT14M SHALL BE Scl COMMONS 0
L/120d 411 O.C. Is PANEL EDGES, AND 6" Oin. INTERMEDIATE, FOR 1/20 614EAT14NCo OR
L/600 LESS. NAILING FOR 6TRUCTURALLY APPROVED ARC441TECTURAL WALL PANELS (1/4"0
SHALL BE fiND COMMON 0 40 01C AT PANEL. EDGES, AND AIN O/C INTERMEDIATE.
1. FOUNDATION DESIGN 16 BASED ON A MINIMUM SOIL PREGSURE OF 2000 PGF. IF A SOILS
REPORT WAG NOT PREPARED, T14E CONTRACTOR 16 REGPONSIIBLE TO RETAIN A
GEOTECWNICAL ENGINNEER TO COt-FIRM THE SOIL CONDITIONS. SHOULD FIELD
CONDITIONS INDICATE T1416 MINIMUM CONDITION DOES NOT EXIST, THE CONTRACTOR
SHALL PIMEDIATELY NOTIFY ENGINEER OF RECORD.
2. T14E SUBGRAIDE UNDER T14E NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED
TO W% OPTIMUM DENSITY. SOIL COMPACTION TESTS TO BE TAKEN BY A
CLIALIFIED SOILS LA15 PRIOR TO POURING ANY CONCIIIETE.
3. INOOTING6 SHALL BE NEAT EXCAVATED WHERE POSGIBLE WITH SIDES AND TOP V 6
OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION 16 NOT POSSIBLE,
FOOTIN36 EXCAVATION SHALL BE OPEN CUT WITH EDGE6 F011MD AND BRACED. ALL
FOOTINGS WITH E> P 6 SMALL BE 15ACKIBILLED FROM 50TTOM TO TOP OF
FOOTING; UT14 SELECT FILL. T14E BOTTOM EXCAVATION 614ALL BE CLEM AND DRY
WITH ALL LOOSE MATERJAL REMOVED FOR AN EGGENTLALLY FLAT BEARING SURFACE.
4. PROIVIDE SOIL TREATMENT FOR TERMITES PER T44E 2010 FIBC, RESIDENTIAL.
111. CAST IN PLACE CONCRETE
L CONCRETE TO BIE NOIIIIMAL MIGHT UNT14 THE FOLLOWING MINIMUM C-OMPM66W
STRENISTWO AT 28 DAYS.
a.) FOOTW36, 6LAIB-ON-GRADE, SLAB FILL 'IWO PSI
b.) MASONRY WALL TIE BEAMS, TIE COLUMN8__2bOV MI
2. CONCRETE SHALL BE READYMIX PER ASTM CS+.
aJ PORTLAND CEMENT - ASTM C150
bJ AGGREGATES - ASTM C35 (3/4" MA>0
cJ NO CALCIUM CHLORIDE
d.) AIR ENTRAINING - ASTM C260
dO WATER REDUCING-5 - ASTM C4S4
FJ FLYA614 - ASTM C619-19 CLASS F (20 S MAX-)
gJ WATER - CLEAN AND PIOTA15LE
3. REINFORCING STEEL. ASTM A&M, GRADE 40, DEFORMED BARS.
4. REWIRED SLUMP RANGE a 3' TO 5".
b.'UEI ED WIRE FABRICs ASIM AM
6. MOISTURE BARRIERs 6 MIL POLYETHYLENE
1. CODES AND 6TANPARD61
aJ Ar-I 301 *8PEC FOR STRUCTURAL C40NCIWTE FOR IBUILDING.1b."
bJ ACI 305 ORECOl"IMENDIED PRACTICE FOR HOT WEATHER C474CRETING."
c.) ACI 318 '5LM CODE 111150,111110'IENTS FOR REINF. CONCRETE."
dJ ACT 315 "DETAIL6 AND DETAILINGS OF CONCRETE
MINIMUM LAP SPLICE - 41V BAR DIAMETERS UNLESS NOTED OTI-ERW16E.
11 CONCRETE PINIGHES SMALL 15E PER CONTRACTOR'S OPEC&
10. WBCONTRACTOR 18 RESM"115LE FOR THE FROPE DESIGN AND C0N5TRUcTION
OF: ALL FORMWOIK 6WORW*, AND RESHORING-L
It REINPORCM BAR CADVER;-
aJ FOOTIN6.16 30
bJ COLUMNS 1 1/2"
cJ BEAMS AND WALLS 1 1/2"
dJ GLASS 3/4" (INTERIOR), 1 1120 (EXTERIOR)
12. CX*6CRETE SHALL BE PLACED WITHIN SO MINUTES OF: 15ATCW TIME
13. PROVIDE CORNER BAR15 AT ALL WALL FOOTING COMERS TO MATC44 HORIZONTAL CARS.
(25" MINIMUM LAP)
14. ALL BUILDING SLA1156-ON-GRAIDE GWALL 15E NOMINAL 4" TRICK, P115ER-MEGW COW- OR
REINFORCED WITH 6x&-U.4 UUF. ON 6 MIL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS.
15. ANCHOR 15OLTO FOR WOOD PLATES TO QX4CRIETE OR MASONRY (ALTERNATIVIESA
a. J 15OLTS - USE 1/211 X W OJN BOLT6 WIT14 611 EMBEDVIENT AND 20 P112DJECTION U44EN INSTALLED
PRIOR TO PLACING CONCRETE, AS SWOWN ON DRAWINGG.
b. EXPANSION ANC+101ft - USE 1/20 X 40 EMBED, WILTI KWIK MOLT 11, OR EGLIAL, AT LOCATIONS
(OTHER THAN CONDITIONS) IN LIEU CIF WN X &I' HJH BOLTS.
c. EPDXY ANCHORS IN CONCRETE - USE 1/20 X 4-1/411 IMSED, WITH WILTI CIOO), OR ANCHOR
BOND BY CELTITE, INC. AT EDGE OF SLAIS CONIDITION WHERE BMT 18 LEGS TWAN 60 TO
A CONCNETE
d. EPDXY AW440M N TOP OF: 15LOCK WALLS - USE THREADED ROD (3/4" X Ab-5/0" IMBEID) ON
TOP OF 6m MASONRY WALLS WITH WILTI WIT C-100 ADWE61YE OR ANIC44OR BOND, WHEN W" X 8'
NJ 15OLTS ARE OMITTED.
16. FOOTING SIZES SHOWN AM TYPICAL ONLY FOR STATED SOIL BRARIWA PRE88URE AND
CONSISTED C01VACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS
COMPLYING WITH T14E DESIGN R1120,11REMENT6 OF SPECIFIC SOIL CONDITIONS.
I'L PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CCNCIIIIETE GLABS, AND
ABUTTWI CONCRETE OR MASONRY WALLS OCAWMING; N EXTERJOR OR UNHEATED AREAS.
IV. MASONRY
L WOLLOW LOAD WARM UNITS (CMU) SWALL COW-OF11 TO ASTM CW, NOPMAL WEIG14t, I 1 1, CaRAIDE N.
MINIMUM NET 021PRE661VE STRENGTH IN ISM Mi.
2. MORTAR SHALL BE TYPE M OR 6 AND CONFORM TO ASTM C210.
3 C40NCMTE GROUT GWALL C4XF0RM TO ASTM C416s
a-) 3OW MI AT 28 DAYS.
b-) 3/80 MAXIMUM AGGREGATE.
C.) a" - III, SLUMP.
4. 154 SHALL 14AVE MINIMUM CLEARANCE OF: 1/2" FROM MASONRY. TI-E CLEAR DISTANCE
BETWEEN MARS, SHALL NOT BE LE66 THAN ONE BAIR DIAMETER. NOR LESS THAN IN.
5. %dSWICAL REINFORCM SHALL ISE AT ALL CORNEM, EAC44 JAMB OF OPENINGS 0SoIER 4 Fr. WIDE,
UNIDW ALL GIRDER LOADS, AND NOT TO EXCEED D'O" O/C FOR STRAIGHT WALLS, OR AG GWOWN
ON T14E DRAWINGS. FILL CELLS WIT14 CONORETE GROUT AS SPECIFIED. PROVIDE AC4 90 DEGREE
STANDARD HOOKO INTO FOOTNG, AND TIE BEAMS
6. REINIFORCING SARS SHALL ISE STRAIGHT EXCEPT FOR BENDS AF40UND CORNERS AND WWERE
MENDS OR HOOKS AWE DETAJLED ON TWO PLANS.
1.11MINIFORCINS EARIS SHALL BE LAPPED 40 BARDIAMEIE W14EFE SPLICED AND SHALL
19E WIRED TOGETHER.
& WHEN A FOUNDATION DOWEL DOES NOT LINE LP WITH A VERTICAL CORE, IT SHALL Not BE
SLOPED T14AN ONE HORIZONTAL IN SIX VERTICAL DOWELS GWALL BE GRMTED INTO A
CORE IN VERTICAL ALIGhRIENT, EVEN TWOUGW IT 18 IN AN ADJACENT CEI I TO TWE VERTICAL
WALL RENT-0111111CIIIENT.
S CLEANOUTS SHALL BE PROVIDED IN THE I50rrOM COURSE OF MASONRY IN EACH GROUIT
POUR W14EN THE POUR HEIGHT EXCEEDS 5'. PROVIDE 41 X 41 OBSERVATION WOLE TO
VERIFY CONCRETE GROUT PLACEMENT.
10. PLACE ALL MASONRY N RIMING BOND WIT4 3/8" MORTAR JOINTS. PROVIDE
COVERAGE FACE SWELL MORTAR BEDIDING, HORIZONTAL AND VERTICAL. FULLY
M01QTAR WEBS IN ALL C40UPWO OF PIERS, COLUMNS, AND PILASTERS AND
AND ADJACENT TO GROUTED CELLS.
11. FWDYIDE all X a" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS
Nor SHOWN To 14AVE A STRUCTURAL IBEAI't MINIMUM END BEARING - 4'
REI E TO LINTEL SC44EDULE (MINIMUM CAPACITY OF: 1000 PLF)
a. PROVIDE METAL CAVITY CAft, 64 WIRE ME614, OR DM-O-6TOP BY DW-A-WALL, INC-, WWERE
REQJIREID To RETAIN GROUT IN VERTICAL CELL&
8. ALL FLOORJNG MATERIAL TO BE 3/40 T4G PLYWOOD, NAILED AND GLUED TO FLOOR
JOISTS. FLOOR NAIL WIT14 IOd NAILS AT 3N O/C AT PANEL EDGES, 6 N 01C. N TWE
FIELD. STAGGER NAILS AT 2N OIC AT BUTT ENDS Or- PLYWOOD GWEATWWS.
% INSTALL MIRIDGINIG IN ALL (2X) FLOOR OR ROOF JOISTS AT &'-ON MAXIMUM.
INSTALL BLOCKING; IN ALL IBEARING WALLS AND PARTITIONS OVER 9'-ON a
MID-WEIGWT. BRACE GIABLE END WALLS AT 4'00 0/C_ WHERE WALL FRAMING 16
NOT CONTINUOUS FROM FOUNDATION TO ROOF OR AS SHOWN ON DRAAUIING6
10. ALL NAILM AND BOLTING SHALL COI'MY WITH AMRICAN INSTITUTE OF TM" CONSTRUcTICIN
ALL NAIL6 EXP06ED TO THE EXTERIOR GWALL BE GALVANIZED.
11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY 81MMON
STRONGTIE GO. OR EWIVALENT. SUBMIT CUT SWEETS FOR ALL C4NNECTION
WARDWARE TO CONTRACTOR FOR APPROVAL. ALL NAIL HOLES SMALL 15E FILLED
OR AG PRISOCRIBED BY T14E MANUFACTURER.
12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOABLE PLATE AT T14E TOP OF ALL
LOAD DEARW& STUD WALLS. STAGGER END JOINT6 IN DOUBLE PLATES AT LEAST 4'-ON
PER DETAIL. 2 X 4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO
FOUNDATION AG MR BEARNG WALL DETAJI_
13. LOAD 5EARJWx STUDS SHALL BE DOUBLED AT ALL A4GLM AND AROUND ALL OPENINW,
AND AT STRUCTURALLY APPROVED AFIC44ITECTURAL WALL PANEL JOINT6 OTUDO SHALL
15E TRIPLED AT ALL COWERS.
14. WOCID LINTEL6 OVER OMNINGS SHALL 15E DOUBLED 2X0 HEADERS LNLE66
NOTED OTWERWIGE ON PLANG, UNT14 CONTINUOUS 140 PLYWOOID FILLER CUT TO
FULL DEPT14 OF BEAM BETWEEN 2x MEMBERS.
5 RAPMER 60-W" FOR cONVENTIONAL FRAIWED AREAS
MAXIMUM MAXIMUM
MEMBER SIZE SPAN (SYP 42) SPAN (GPM)
2 X 4 1 FT. fiN Fr.
2 X 6 9 FT. 8 FT.
2 X 8 12 FT. W FT.
2 X 10 14 Fr. 12 FT.
2 X 12 16 FT. 14 FT.
NOTE 1: RAFTERS I'lUG1 BE BRACED LATERALLY 15Y A CONTINLIMS NAILING OF
SWEATWWa OR BRACED AT 24N 01C, WITH MINIMUM IX4.
NOTE 2: RAFTER SPACING NOT TO EXCEED 24" OIC.
NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAMER UNLEGO
OTHERWISE NOTED ON PLANS.
NOTE 4; C40NNECTOR GCWEDULE
A, SIMP'SION MT620 (OR EcIUAL) BETWEEN CAT BLOCKING AND ROOF TRUOGE8.
15. GIMPSON W5 (OR EGAIAL) BETWEEN RAFTER TAILS TO CAT BLOCKING.
Q SIMPSON Hb (OR EGLIAL) 51EIMEN THE RAFTERS AND RIDGE BOARD.
D. SIMMON C-620 AT ENDS OF RIDGE BOARD, OR 61111PSON JOIGT
HANGER WHERE APPLICABLE.
V1. PRE-ENGINEERED WOOD TRUSSES.
1. TWIG SECTION DEFINES PRE-ENGNEERED, PREFABRICATED, METAL PLATE CONNECTED
WOOD Roorc AND FLOOR TRUSSES As NwOoD TRLISM80
2. TRUSS, LAYOUTS SHOWN ON PLANS ARE SCHEMATIC- ONLY. TRUSS MANUFACTURER
ANIWOR ENGINEER SHALL BE RESPONSIBLE FOR TWE M04 AND SPACING OF ALL
TRUSSES AND SHALL SUBMIT S40P DRAMNG6 TO THE BUILDER FOR All"PROVAL.
3. THE WOOD TFiM MANUFACTURER MAT PARTICIPATE IN A CODE APPRc)V1V THIRD PARTY
GIUALITY ASSURANCE PROGRAM SUCH AS THE ?RUM PLATE INSTITUTES OcIlUALITY CONTROL
INSPECTION PROGRAMN OR EcIIUIVALENT.
4. WOOD TWOS MEMBER& AND CONNECTIONS 814AI-L BE DE610NED FOR ALL LOADS OHOUN ON
THE CONTRACT DOCARIENTS INCA=ING; LIVE, DEAD, AND CONCENTRATED LOADS, PLUG
WIND LOADS.
S. FIE E TO T14E FLOOR PLAN AND OT14ER STRUCTURAL. DETAIL SWEETS FOR IMPORTANT
INFORMATION NOT SPECIFICALLY ADDRESSED 15Y THE TRUSS FRAMING; LAYOUT
SUCW AS BEARING WALL WEIGHTS AND CEILING VAULT DETAILS.
6. WOOD TRIM DESIGN S40P DRAWP%lG6 SHALL INCLUDE, WT AFIE NOT LIMITED TO,
THE INOLLOWIM INFORMATION:
aJ SPAN LENGTH, OVERRoilNG AND EAVE DIMENSIONS, SLOPE AND SPACING OF
THE WOOD1 TRU86116.
b.) ALL DE604 LOADS AND THEIR POINT6 M APPI-ICATION. VALLEY AND CONVENTIONAL
FRAMINGS MOT BE CONSIDERED.
CJ ADJUSTMENTS TO ALLOWA15LE VALUE&
dJ REACTIVATE FORCES AND THEIR LOCATIONS.
0-) BEARING I V AND MINIMUM BEARINISI LEWITH.
0 0190LECTIONS.
gJ METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION.
h) LU!`IBER GIZE, SPECIES, GRADE AND M016TUPE CONTENT.
I.) LOCATION AND CONNECTION DESIGN OF REMIRED CONTINUOUS LATERAL BRACING.
JJ NET UPLIFT LOADS BASED ON ACTUAL BUILDINGS DEAD LOAD.
k.) WED REINFORCEMIENT DETAILS FOR GABLE END TRUIGGEG.
1.) VALLEY GETS FOR OVER-IBUILD CONDITIONS.
1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROM), 6PAN/400 (FLOOR), AND
LIMIT TOTAL LOAD DEFLECTIONS TO SPAN/2490 (ROM), GPAN/360 (FLOOR) LINLE66
8MCIFICALLY NOTED OTHERWISE.
FIRE RETARDANT WOW 18 NOT ALLOWABLE FOR USE AS TRIM C44ORD8 OR WEBS.
16 WOOD TRUSGE6 614ALL BE DESIGNED 60 T14AT MINIMAL 14ONZONTAL REACTION&
ARE IMPOSED ON T14E SUPPORTING 6TRUCTUIRE UNDER VERTICAL LOADS. NO SLIP
CONNECTIONS AM ALLOWED UNLEGO OTHERWISE NOIE-P. COWACT CONTRACTOR AG fWdWND.
IV. WOOD TRUSSES MAT BE 04ECKIM) FOR WM. WIND VELOCITY, DESIGN VELOCITY
PRESSURES, AND MEAN ROOF HEIGHT MUST BE 64OUN ON THE SUBMITTED SWIDle DRAWING6
It CONTINUOUS BOTTOM C44ORD LATERAL 151111ACINISS 16 REGUIRED AT A MINIMUM
SPACING OF 10'OjC. LNLE86 NOTED OTHERWISE. BOTTOM C44ORD BRACWS 16
CONTINUOUS PROM ONE END CP T14E BUILDING TO TWE WWER END. OVERLAP
CONTINIUOUS, BRACINGi AT LEAST ONE TRUS6 SPACE. USE A MINIMUM OF 2 X 4
(ROOF), 2X6 (FLOCIR) GRADE MARKED LUMBER AT LEAST W'LCW-v, WITH 2-"
NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS.
12. CROGS BRACING 16 REMIRED AT MINIMUM 10' 0jC. UNLEGG NOTED OTHERWISE. LOCATE
CRO66 BRACWx AT OR NEAR T14E BOTTOM CAORD BRACML INSTALL CPW66 BRACING AT
EA0A END AND AT 20'0.C� ALOWs THE LENGTH OF TI-E LATERAL BRACING1. CROSS
BRACW3 16 AC4=IPLISWED BY ATTAC44Ws DIAGONAL WEIS BRACING TO OPP061TE SIDES
OF T14E SAME GROUP OF GIMILAR WED MSERS. SLOPE CI111OGG BRACWS IN OPPOGITE
DIRECTIONG AT APPROXIMATELY 45 DEGREES FORMING A CR066 PAN. USE A MINIMUM OF
2X4 GRADE MARKED LUMBER WIT14 AT LEAST 3-16d NAILS AT EACH COI�MCTION.
13. TRIM ERECrOR 16 RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRIM
SYSTEM DURING CONSTRUCTION.
14. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUIMG GWALL BE N ACCORDANCE
UT14 PUBLISHED BY T14E TRIM PLATE INSTITUTE.
IS. ALL WOOD TRUSSES SHALL BE FAISTENED TO THEIR SUPPORTS UNT14 A490ROVIED I-IURRICANE
ANCHORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUS6 MANUFACTURER.
16. ALL CONNECTION WAFKA114ft SHALL BE GALVANIZED AND SUPPLIED BY SIMPGON
STR"-TE, OR APPROVED EGIUIVALENT MANUFACTURER ALL NAIL WOLE6 S40ULD
BE FILLED, OR AS PRESCRIMM BY T14E MANIPACTURER.
n. TRuame ARE TO BE DESIGWED TO ALLOW FOR T14E PROPER FIOUTING OF: A/C
DUCT WOW AND PLUM15Wa 04AMS GHALL NOT BE BLOCKED BY WOO TRUISM
18. PILING OF: PLYWOOD ON WOOD TRU66E6 16 NOT ALLOWED.
I& INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD
TRUSSES 16 NOT ALLOWED.
20. "WOPER OR LINAUI'MORIND FELD ALTERATIONS OF WOO TFLOWS 18 Nar ALLOWIW.
21. GIABLE ENDWALL TRUSGES K*T TRAN&VR LATERAL LOADS TO T14E GWEAR WALLS AND/OR
THE ROOF DIAPWRAOM.
22. WOOD TRAIGES T14AT DO NOT MEET INTERM LOAD WARM IIIAI I MOT BE 8141
00 NOT PULL WOOD TF416WS DOWN TO INTERIOR BEARWA6.
23 SLISM17TALAN ALL WSMI"ALO SHALL BEAR nE EMOSSED MAL OF A LM48M STRLCPAM
ENGINEER N TIE STATE OF FLORIDA AND 64ALL BE 61,119MITTED TO CONTRACTOR FOR
REVIEW PRIOR TO WCC!D TRUSS FABRICATION.
&J SUDMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PIRMILES, FOR EAC44 TYPE OP
TRUSS WIT14 PERMANENT BRIDGINIrs REGUIREMENTS.
W SUBMIT WOOD TRUDS ERECI ION PLAN. INCLUDWS CONNECTION DETALS AND UPLIFT
ANCHORD.
CJ GUBMIT WOOD TIMM TEMPORARY ERECTION BRACINISs FLAK
dJ MAINTAIN C40PY OF GUMMITTAL ON J01561TE.
PROTECTION AGAINST TERMITES
FUIS.1 Termite Protection, Tormits protection shall be provided bg registered tormiticides, Including soil applied pesticides, baiting
agatoma arid pesticides applied to wood, or other approved methods of to Ito protection labeled for use as a preventative treatment
to now construction. Soo Section 202, "[stored to. Welds. Upon completion of the application of the tormlto protective treatment, a
Certificate of Compliance shall be Issued to the building department bg the licensed post Control compang that contains the following
statement. Iths building has received a complete treatment for the prevention of subterranean tormItes. Treatment is in accordance
with rules and laws established bg the Florida Department of AgricultLro and Consumer serviced.
VU18.1.1 If soil treatment I* used for ouloterrdnoln tormito proventlom, the Initial chemical *oil treatment Inside the foundation
perimeter shall be done after all excavatlor� backfillIng and cAmpaction Is complete.
VU18.12 If soft treatment is used for subterranean ton its prevention, soil area disturbed after Initial chemical soil treatment shall
be retreated with a chemical soil treatment, Including spaces boxed or formed.
P318.13 If soil treatment Is used for subterranean termite prevention, space in cooncroto floore boxed out or formed for the
subsequent installation of plumbing traps, drains or ang other purpose shall be created bg using plastic or metal parmarertig
placed ronns or sufficlorrL depth to eliminate ang plannsci soil disturbance after Initial chemical soil treatment.
R31S.IA If soil treatment Is used for subterranean termite prevIention, chemicalig treated soil shall be protected with a minimum rp
mIl vapor rotardor to protacat against rainfall cillution. If rainfall occurs before vapor retarder placement, rotreatment 16 required.
Arpi work, including placement of reinforcing steel, done after dm Ical treatment until the concrete floor to poured, Owl[ be clorm
in such manner as to avoid porostrating or disturbing treated soil.
R318.1b If soil treatment Is used for subtarrarman tormIto prevention, concrete overpour or mortar accumulated along the exterior
foundation perimeter shall be romoved prior to exterior chemical soil treatment, to anhance vertical pow ration of the chomfcals.
R318.lfp if soil treatment Is used for subterranean termite prevention, chonical sofl treatments &MI[ also be applied under all
exterior cA;ncroto or grade within I foot (305 mm) of the primarg structure aldowalio. Also, a vortical c1m Ical barrier shall be
applied promip0j after construction Is completed, including initial Landscaping and Irrigation/sprinklor Installation. Arpj soil dieturbod
after the chemical vertical barrier is applied shall be promptlq retreated.
R318.1.1 If a roglatored to ItIcIde formulated and roglotorod as a bait aptsm is used for subterranean tormito provontion,
sections R318.1.1 throueh M10.1.6 'clo-not appl9t however, a signed contract assuring the Inotallatlon, maMonance and monitoring
of the baiting sUstom for a minimum of 5 goars from the Issue of the Certificate of Occupanog W-all be provided to the building
official prior to the pouring of the slab, and the s9stom nnt be installed prior to final building approval. If the balting agatem
diroctiom for use require a monitoring phase prior to installation of the pesticide active ineredlorn., the installation of the
monitoring phase comporants, shall be cloomed to constitute Installation of the agetem.
P318.1.8 If a registered tormitIcide formulated and registered as a wood treatment to used for subterranean termite prevention,
Sections FaI8.1.1 through P310.1k do not appkj. Application or the wood treatment tormit1cfalis shall be as required bg label
directions for use, and must be omploted prior to final building approval.
M102 Penetration. Protective sloov� around piping penetrating c4oncroto slab-om-erade floors shall riot be of collul000-coritaining
materials, arid, if soil treatment Is used for subterranean termite protection, the olosve shall Iavo a maximum wall thickness of "10
inch (025 mm) and be emlod within the slab using non -corrosive clamping device to eliminate the annular "on between pipe and
the sloove. No to. iticidso shall be applied inside the sloove.
R3183 Cleaning. Calls and cavities in maoomrg units and air gaps between brick, storm or masorrg varmors and the structure "[I be
cleaned of all non-probervative treated or non-maturallg durable wood, or other collulcNim-contalning material prior to c4marsto
placement.
Exception-. Inorganic material manufactured for closing calls In fcmundation concroto mason unit conotructlon or clean earth n 11
placed in concrete masorrg unit void* below slab level before tormits treatment to performod.
R318.4 Concrete bearing lodgel5rlcK storm or other vanow shall be supported bg a concrete bearing lodes at least equal to the total
thiclumas of the brick atom or other venoor which to poured IntograllS with the concrete Foundation. No supplemental concrete
foundation powb which will create a hidden cold joint shall be used without supplemental treatment in the foundation umlo&* U a is an
approved phpical barrier. An approved ph
.pical barrier shall also be Installed from below the wall &III plate or first block course
horizontalig to embed in a mortar joint. If masonrg voneor extends below grade, a termite protective treatment must be applied to the
cavitu created between the varoor and the foundation, In lieu of a phplcal barrier.
Exception:Varmor supported I:Kj a structural member secured to the foundation Wdowall In accorclanom with AC1153WASCE D/TMO
402, provided at least a 6 Inch (152 mm) clear Inspection space of the foundation oldowall exterior exist between the vonoor and
the top of &ng soil, sod, mulch or other organic iandscaping corponent, dock. apron, porcK walk or ang other work Immodlatsig
adjacent to or acUoining the structure.
R318B Foam plastic protection. Extrucled and expanded polg&tgreno, pc;49I&oq9&nurato and other foam plastics "it rot be Insta [led on
the exterior face or under lintorfor or exterior foundation walls or slab foundatione located below graddL The clearance between roam
plasticA Installed above grade and exposed earth shall be at least 6 Inches (152 mm).
Examptlono�
1. Buildings where the structural members of walls, floors, callings and roofs are ontlroN of nonoombustible materials or
prossure-proservative- treated wood.
2. Ukw In addition to the requirements of Section P318.1, an approved method of protecting the foam plastic and structure From
ouloterrammin termite damage is used.
3. On the fterfor side of basement walls.
R318.6 Protection aga [rat deca� and tormites. Condensate lines, Irrigation/aprinklor agotem risers for sprag heads, and roof downspout&
shall discharge at least I foot (305 mm) awaS from the structure 61dowall, whether IoU underground piping, tall extonslom or splash
blocks. Gutters with downspouts are required on all buildings with saves of Is" then 6 Inches (02 mm) horizonta I projection except
for gable and rakes or on a roof above another roor.
P318.1 Preparation of building site and removal of debris.
R318.1.1 All building Wtoo shall be graded to provide drainage under all portlora, of the building not ocaupled bg basements.
R318.1.2 The foundation and the area encompassed within I foot (305 mm) therein "[I have all vegetation, stumps, dead roots,
cardboard, trash and forelen material removed and the fill material shall be free of vegetation and forelemmaterial. The fill "H be
rompaci to assure adequate w4oport of the foundation.
R318.13 After all work is complat , lI0000 wood and debris shall be complatelS removed from under the building and within I foot
(3015 mm) thereof. All wood forms and supports "I] be complatelS removed. This Includes, but to not limited to. wooden grade
stakes, form, contraction spacers, tub trap boxes, plunbing supports, bracing, shoring, forms or other calluloso-containfrIS
material placed In ang location where ouch materials sre not clearISI visible and roadlig removable prior to completion of the work.
Wood shall not be stored In oc"Lact with the ground under ang building.
TYPICAL NAILING SCHEDULE
LedeW strip
Ibd common
3 at each joist
Solis plate to joist or
l6d common
160 0j:1
blo�, face nail
Top of sole plate to stud,
l6d common
2
and flailed
Stud to Sol@ plate, too nail
8d cannon
4
Dotbled etude, face nail
10d cannon
24" OL.
Doubled top plata, face
10d common
160 alaq each
nail
edcle
Conthxxa header to
8d cannon
3
stud, too nail
DO Shutt" or less to
8d cannon
2
each bearing, face natt
Over DO gwo" to
8d cannon
3
each bearwg, face nail
Build-Lp comer studo
l6d common
24" QjC.
Build-up griders, and
20d common
321 O.C. at top
beams tr to ftes members
and bottom and
staggered-2 ends
at each
splice
W' G975Um SWO"
11 ga I-Wo
4NoL. at Ode"
1/1611 head
81 oa at other baar�
5,18- C%jmm Shealil,"
11 Sa 1-3/41
410.C. at edges
1/168 hwd
So or- at Other beaft
G926m UJalbmrd
Ing
1-3/6' dr9wall nail
1"oj:, on CGIIN6
VOL. on wal Ile
b/81
1-1/2" dr9wall nail
70L. on colIN6
SNOL. on walls
14ardboard Lap Sldke
8d corrosion rais,16tant
160 OL. at top
Direct to Studs
with mInIwA "nk
and bottom edges
dia. of 020M Inch
and minimum head
dia. of 0240 kzh
Wardboard Lap Sldke
Wd corrosion resistant
160 OJC. at top
over lilheaO"
with mlnhm "nk
and bottom edgm
dia. of 02eW Inch
and iniftm head
dial, of 0240 hxh
14ardboard Panel sidirg,
6d corrosion resistant
61 O.C. at isdew
Direct to Studs
with minInA "rk
12N oic. at
dia. of 00WO Inch
Intermediate
and minimum head
sUPPort6
dia. of 0.225 inch
Wardboard Panel oldhe,
Od corrosion resistant
&N 01C. at
over to &WthIN
with minimun stiark
121 OL. at
dia. of 00WO kch
Intermediate
and minimum head
supports
dia. of 0225 inch
AS PER FLORIDA BUILDING CODE 2010, RESIDENTIAL
TABLE R301.2.1.3 AN D ASCE 7-10 METHODS
ULTIMATE WIND SPEED (MPH)
140
EXPOSURE CATEGORY
B
BUILDING RISK CATEGORY
11
ROOF SLOPE
Roof > 7 to 27 degrees
INTERNAL PRESSURE
ENCLOSED 0.18
COEFFICIENT
TOPOGRAPHICAL FACTOR
FLAT 1.0
MAXIMUM BUILDING HEIGHT
35
FT
3
2
3 3
2
3
0
Cl ot?c,
5
Jf:
2
aj
a-) (D
Q.)
2
C) C��
C)
r -Ij
r__j r--Ii
rj
C
a
3
2
3 3
2
3
Walls
Roof
WIDTH OF EDGE
STRIPS (a)
8
FT
OPENING
PROTECTION REQUIRED
COMPONENT& CLADDING DESIGN PRESSURE (PSF)
ZONE1
ZONE 2
ZONE3
ZONE4
ZONES
Area of C&C (SF)
Positive
Negative
Positive
INegative
Positive
Negative
Positive
Negative
Positive
Negative
10
21.3
-33.9
21.3
-59.0
21.3
-87.3
37.1
-40.1
37.1
-49.6
20
19.4
-33.0
19.4
-54.3
19.4
-81.6
35.4
-38.5
35.4
-46.2
50
16.9
-31.7
16.9
-48.0
16.9
-74.0
33.2
36.3
33.2
-41.8
100
16.8
-30.8
16.8
1 -43.3
16.8
-68.4
31.5
-34.7
31.5
-38.5
WINDOWS AND DOORS DESIGN PRESSURE (PSF) BASED ON Vasd
Area(SF)or
ZONE1
ZONE2
ZONE3
ZONE4
ZONES
description
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
10
16.0
-20.3
16.0
-35.4
16.0
-52.4
22.2
-24.1
22.2
-29.7
20
16.0
-19.8
16.0
-32.6
16.0
-49.0
21.2
-23.1
21.2
-27.7
50
16.0
-19.0
16.0
-28.8
16.0
-44.4
19.9
-21.8
19.9
-25.1
100
16.0
-18.5
16.0
-26.0
16.0
-41.0
18.9
-20.8
18.9
-23.1
Garage Doors
19.2
-21.4
19.2
-21.4
GOWECoTM PROMT APPRDVALS
APPILICATION
SHP50N CoONNMTOR
It fif"WAL No.
CAP5 AND BA6E5
C,G, EGG, PC, EFIG
FL 10860
ABU
FL lOb4q
CDW-RETE / KASaW
GONNEC,TOR5
HU, HLIG
FL I0b55
HsT, H3M
FL 10bbb
HP, HiMb, ROO
FL 10441
DETAL, Fr_5TR HETA, H-ETAt, M,
HTSM H6AM H6LH L6W LT,4k, META�
M55TAM, M5T6M, MT5M
FL 114-3
H6AI0, L6T, Mr7T, M5Tr,, V6T
FL 11410
H17, LTT
FL 1144b
RAN6ER5
L56U, 1-51), THA
FL 104477
H146, WSUL, W5W., HU, HLIC., IL)5,lVr, LILI,
LUS, WAL, %qP1 U
FL 10531 / FL 10655
H6U, HISM, H66, HH6U, 11146, RX0,
R)5, LCAJ, LU5, W:,U, M5GK, ntA� n�,
TH60, TH6K TKJJ
FL 114bb
BI BA4 HBI LI3V
FL 111156
E6, 6B, 61-5, 6LST, 6LT, 60V, %B H6L5,
H6LT, HC7LTV, HH13, I+W, HIT, HK M,
HHJ, IT5,17 ME6, MIT, M-C/-', K W, kW,
WNPU, WR WPI, HOU,
FLIObbI
STRAP5 AND TIE5
,A, FG, GA, HH, L, L5, LPT, Z
FL10446
FM H, H6T, HT5,1_�TA4 LT5, MT!% RSP,
Iz5T1 50, 5m, 55P
FL 10456
GM5T, G5, FKA, HST, L5TA, Lsn, m5T,
M5TA, M5TG, M5TI, ST
FL 10&52
a A do
40
4. A A 41
4
0,0,0,
2 X 4 5RACIW_% AT
SEAM ON INTERIOR
FACE OF: PANEL
HOLES AT S" OR 12" OjC.
SPAr,IWs MAX. FOR FASTENERS,
RE: F5r_ - TAISILE R301212 FOR
FASTENER TYPE
HOLES IN CENTER OF:
PLYWOOD FOR PRESSURE
EMALIZATION
2" TEN i3sAUGE WOOD SCREWS
TO FASTEN PLYWOOD TO 5RACIWz
2 X 4 5RACIW_% ON EXTERIOR
FAr,E OF PANEL
HOOD 5TRUCTURAL PANEL - OPENINIS, PROTEGTION OPTION
IAO' PLYWOOD
0
Ilk \>> 04
E
0 UJ
z F-
ii g
S
0
LU
')
0 5
LU
LU
z
0 'i co W C-
. Cb
Cq C
P4 W
F_
0 r_ Uj
z 0 0
S
z u
IL r
LU Z
w,
C)
4
Uj
U�
_j
LL
4- 0 W
0
2'j 0
U)
U)
001- z
z C14 Z 00
D W r. z
'OTe 0 C, <
> I- U) LLJ - -0
X Z W M W
LL 0 z
W LL 0
Z 00
0 0 CID
0 LL Z M U)
(.) 0 Op
W Z W
0 X
Zj
z W
W 0 <
_j W _j -j z
W 1- 0 5 0 < z 0
0 a () M z X 0 W
)_ i< < D 0 1:
co CI 0 F- Z Cr F- Ci
W Iju W X wo� oww
Ir Z D W _j
W b X F_ <
w 0 0 < D)
_j I- X = LL W
X F- LL Fn Cn 0 1- U)
z
U)
Li
z
0
0
z
z
LLI
0
0
<
0
U)
_j
LL
0
W
0
0
U)
<
0
z
<
U)
Uj
z
0
z
Lu
_j
<
_j
_j
0
717 :1�
K.O. OR U-15LOCK TIE
BEAM W 1 #5 BAR CONT.
Ix4 NAILER a HINDONS
IX6 0 SL. &L. DR.
HINDOH AND DOOR
AS PER
SPECIFICATIONS
1/2" r7YP. BO. 0 HALLS
ON Ix2 HIP. FURRIN6
STRIPS 0 24m O.C. W
ALFOIL INSULATION
SEE FOOTIN6 DETAILS
THIS SHEET AND
FOUNDATION PLANS
PRE-EN&INEERED IoV.
ROOF TRLSSES 0 24" O.C.
SEE TRU55 NOTES FOR
REWIRED CONNECTOR
METAL DRIP
E06E
T.O.M.
------------------
ELEV. VARIES
TYP. FASCIA 4
SOFFIT
6" H. ROI I ED
HIRE OR
FIBER&L. MESH
PRECAST CONC.
LINTEL 0 EA. MAS.
#5 BAR VERT. REINF.
HOOK INTO TIE BEAM
ABOVE
#5 BAR DONEL H/ 10"
STD. HOOK (LAP MIN.
25" HI VERT REINF.
5AR)
ARCHITECTURAL FINISH
ON bm C.M.U. HALL
MAIN FLOOR LINE
------------------------------
REF. ELEV. 0'-0"
TYPIGAL ONE STORY HALL SEGTION
00_� ONE STORY
A
� �2 NOT TO 5GALE
TYP. HALL CON5TRUC.
H C
FIN. FLOOR ON 4 ONC.
5LA13 H/ bxb-HI.4 x HIA
H.H.M. (OR FIBERMESH)
-MAIN FLOOR LINE
REF. ELEV. O'-Om
x
FIN. &RADE
CLEANED, COMPACTED
---CLEANED, COMPACTED 4
TERMITE TREATED FILL
TERMITE TREATED FILL
5 0 2
TYP. 4"
COW,
502
3" MIN.
COVER
H
FOOTINC7 DIMENSION 4 REINF.
NO. OF #5
CONT BARS
ONE STORY
(2)
THO STORIES
Ii-bil
1011
(3)
STEMNALL FOUNDATION
NOT TO SCALE
TYP. HALL CON5TRUC.
IN. 6RADE
MAIN FLOOR LINE AN
BARS CONT. REF. El 6�. 0'-0'
7�
7 7 7
77,
7
.31, MIN.
CLEANED, COMPACTED, 4
GOVER
TERMITE TREATED FILL
ONLY USE MONOLITHIC FOOTIN(9
FOR MAX DIFF. OF 20" BETHEEN
EX15TIN67 6RADE TO FIN15H FLOOR
KNOCKOUT BLOCK
W/ (1) 45 DIAM.
PRECAST LINTEL POURED SOLID
W1 (1) S DIAM.
FOIJRED SOL
DOUBLE
PERIMETER BEAII&INTELS PRECAST LINTEL 104OCKOUT BLOCK
OVER DOOR 4 WINDOWS LESS THAN W-W SPAN EACH W/ (1) IS
PIAM. POURED
SOLID
KNOCKOUT BLOCK KNOCKOUT BLOCK
W/ (1) s DIAM. W/ (2) 15 D IAM.
POURED SOLID F0UIqED ID
POUFJ7fl z It
SCOLID
(1)
PRECAST LINTEL PIWCAST CONC LINTEL F'RECAST CONC LINTEL
W-00 TO W-C" SPAN W-01" TO 25'-Om SPAN W-01"' TO W-01" SPAN
Ff D-C-41 Ffo--c-51
NOTE: PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. USE PIRE-STREWED
PRECAST LINTEL FOR SPANS GREATER THAN W-411
T14E K.O. BLOCK ABOVE THE LINTEL IS T14E MINIMUM REQUIRED. ADDITIONAL GROUT
FILLED CI"1U 5LOCX6 CAN BE INSTALLED 5ETUEEN THE K.O. BLOCK AND THE LINTEL FOR
HIGH REQUIREMENTS. T14E K.D. BLOCK ABOVE CAN BE T14E SAME AS THE WALL TIE
BEAM.
5D2
LINTEL
NOT TO 50ALE
#5 IV IN 0EL.L POUREED
I El EIM-=7 EjEj El I
SEE FLOOR PLAN
_+T -14
#50
r4
H
502
TYPIGAL MA50NRY SHEAR HALL
NOT TO 5GALE
40 CONCRETE SLAB
HITH FIBERME5H
ep" x 6' CONC.
FT& H/ (1) #5 CONT
A55UMED 6RADE
<.O. OR U-BLOCK, TIE BEAM
H/ (1)-#5 BAR HORIZ. CONIT.
e UPPER 4 LOHER T.O.M.
#5 BENT BAR 25" EA. KAY
INTO HORIZ. TIE BEAM 4
VERTICAL REINF
CEH
.
UPPER-T.O.M.
PER PLAN
. . .. . - . ..'.
(L- M_
LONER T! M
PER PLAN
#5 13AR VERT. REINF.
IN FILLED CELL
A.-
-4
1
i el
STEPPED MASONRY TIE BEAM
NOT TO SCALE
502
PRECAST CONC. LINTEL H/
SEE SCHEDULE
(1) *5 BAR HORIZ. IN-
_T 64ROUTED P.C. LINTEL
4 MIN.
-5EARIN6 0
EA. END
NOTE 2 5ELOPQ
(1) *5 BAR VERT REINF.
IN FILLED CELL ;i
NOTE-
1. EACH JAM5 OPENIN6 TO BE REINFORCED H/
(1) #5 BAR VERT. IN CONC. FILLED GEI I
2. PRECAST LINTEL FOR OPENIN& 6REATER THAN OR EGAJAL
TO 6'-Om TO HAVE #5 BENT BARS INTO JAMBS AS SWHN
5. PRECAST LINTELS SHALL BE
"CAST CRETE" OR EGAJAL.
KOF�
OOE TYPIGAL FREGAST LINTEL
NOT TO SCALE
VERTICAL REBAR CENTERED IN CELL
SEE PLAN FOR LOCATIONS. FILL CELL
V41TH COW_,RETE OR 64ROUT. PROVIDE
DOWEL TO MATCH VERTICAL REINF.
502
NOMINAL
NOTES:
— REMOVE ALL MOTRV510NS EXTENDIN& 1/2" OR MORZ INTO
CELLS OR CAVITIESTO BE 6ROUTED.
— SPACES TO BE ISROUTED SHALL BE FREE OF MORTAR
DROWIW75, DE5RI5, L005E A66RE-6ATE5, 4 ANY MATERIAL
DELETERIOUS TO MASONRY &ROUT.
TYP. VERT. FILLED GELL
MASONRY REINF. DETAIL
NOT TO SCALE
PqER ENG. (TEMPERED 5L)
11 GONG. CURB
4" CONCRETE 5LAE3
11
-7.
HITH FIBERME!5H x all CON6. FTC
wl (1) #5 GONT.
FOOTIN& DIMENSION 4 REINF. 4 '1 t
NO. OF #5
C,ONT BARS
ONE STORY 1211 11-511 (2) THIKENED SLAB EDOE
TP40 5TORIE5 -9111 1 1_511 (3) �P �2 NOT TO 5GALE (�N
5D2
MONOLITHIG FOUNDATION
NOT TO 56ALE
SLAB fREGES5 5EGTION
NOT TO 50ALE
ND BEAM
-5LOCKm (TYP)
P VERT. FILLED CELL
REINF. DOPIEL W
BOND BEAM REINF.
BOND BEAM REINF.
1
�4_
FILLED CELL
NO BEAM
AT CORNER
TYPICAL FOR
CORNER BAR
KNOC9:MFMK.
4 FORM AND
GONTINUITY
POUR TIE BEAMS
OF TIE BEAM REINF.
AT GORNERS DETAILS
NOT TO 50ALE
REINF. (Typi
Ir
FOOTIN6 (5EE SHT. #2)
11
FOR SIZE 4 TYPE)
E1
CORNER BARS
VVERTICAL FILLED CELL
REINF. DONEL AT CORNERS
GONTINUITY OF REINF. IN FOOTINOS
NOT TO SCALE
MIN. b"EMBEDMENT H/
2' 50. x 5/16" HASH.
(4 PER SIDE) $ AT
24" O.C. AT TOP
x CEDAR TRIM
EILf
2xb PT HOOD JAI-0-�
&ARASE DOOR CONSTR.
AS PER 6ARA6,E DOOR
MANUFS SPECIFICATIONS
OARAOE DOOR DETAIL
502 NOT TO SCALE
A or
PETAILIN9 DIMEN51ON
==3
4d
2\41
L
0
<
DETAILINS DWlENSION
BAR
51ZE
1500 HOOK
c1O a HOOK
A or 6
J
A or 6
0
#3
5
311
21/411
(oil
21/411
#4
bill
411
311
all
511
#5
-711
511
33/411
loll
33/411
#6
all
.911
41/211
1211
41/211
#1
1011
-711
51/411
1411
51/411
#
1114
all
bil
lbli
(oil
11 3/411
q 1/2,,
1,411
51
#10
1-111
131/411
lo31411
2211
lo31411
STANDARD HOOK,
NOT TO 50ALE
IffIzAroto.
/V
S*
Wk
A.
.. ....... .
Ip, 11,
Pit.
-
0
E
8
0
_j z
Lu
0
w
0 N c
uJ
(D UJI
0
0 � " .1 ". g
<
ui
9
a_
x
mu-�;v
014,11c
11. -111!
z 0
0
Dcg
�o
z
r- = LL
EL
LU
Z
0/ cy)
114 ,)Af
W
U*�;,%- LL
(2n
0
0
_j
U)
a F> F
z
z CIA z
00
0, W:,:: 0
2 z
U) C,4 <
u_
W, -0
0
X Z�_ w
IW
0 z
<
� Ld
u-
w u- 0
0 -
Z
0 in
Ln
ow 0w
W) z ()
0 < 0
0- gz
_j of > t
!L m Z
6
< 0 in w
W m >� 0
_j
w 0 -3
w _j _j
z z
C, < 0 g w
w
M�Z<
0
z
< =) 0 <
z X Ci
w w w
w m jj
w 0 w
Z D cn w _j
5
w 0
zwo _uj
< <
w w
Z-5
CE F-
cn a in
b
z
Lu
z
0
z
z
w
>
0
L)
U)
_j
i
Lj_
<
-
0
w
0
co
<
O_
z
<
3f
U)
(D (-)
w
z
0
09
z
_j w
_j
<
_j
= _j
w
0
Z)
F-
w
C)
<
c-4
W 0
U)
Li
FIRST ISSUE
12/04/13
SECONDISSUE
THIRD ISSUE
FOURTHISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
3
1
REVISIONS
SEAL DATE
SHEET
SD2
JL__
FLEXIBLE FLASHIN6
HEATHER RE515TANT
BARRIER
EXTERIOR FACADE
RISID FALSHIN6
SEALENT BEAD
.HINDOH FASTENER (5EE HDN
INSTALLATION DETAIL)
-1,400D FRAME HEADER
DRYWALL
SEALENT 13EAD
SEALENT BEAD
NISHED SILL
EXTERIOR FACADE-s,,",
FLEXIBLE FLASHIN6&--
-SISTANT
HEATHER RE WINDOW FASTENER (SEE
BARRIER
INSTALLATION DETAIL)
_ ALENT BEAD
sE I
SILL HEADER DETAIL HOOD OPENIN65
SEALENT BEAD
5EALENT BEAD
-5EALENT BEAD
-PRESSURE TREATED BUCK5TRIP
(MIN 2 1/50 AS SHOW
-SHIM AS SHOWN
P41NOOH FASTENER (SEE HOW
INSTALLATION DETAIL)
WINDOW 51H
PRE -<,AST
CONCRETE SILL
SILL 4 HEADER DETAIL MA50NRY OPENIN65
NOT TO SCALE
FLASHIN& TAPE
POLYMN
MITER
NOTE:
AN ADDITIONAL ROW OF TAPE FLASHIN& TAPE
15 NEEDED IF THE TAM 15 TOO
NAf;MOH TO COVER ALL EXPOSED WINDOW FLAN&E
NAILS IN THE NAILIN& FLANOE.
TRUSS
STRAPPINO PER
PtAN
SIMPSON SP2
o EA STUD
2x STUDS AT 16" O.C.
BLOGKIN6 TYP.
FOR ALL INT.
(1) ROW OF 2x BLOCKIN6 o HIP
PARTITION
HT FOR HALL HT 0 &-b" 4 LESS.
HALLS AS
-OR- (2) ROHS OF 2x BLOCKIN6
WELL
0 3rd PT5 FOR HALL HT 0 b'-bm
4 H1641
2x P.T. SOLE PLATE
SIMPSON SPIO
1/2110 x &11 'J' BOLT SPACED o 2411 O/C.
EA STUD
MINIMUM 6" EMBEDMENT 2" DIAM. X 5/16"
WucM. I(SEE NOTES FOR ALTERNATE BOLTS)
N N\
\//7777/75/7—
#5 REBAR CONTINUOUS
BR6. FRAME PqALL 5EGT. (UPLIFT)
FLOOR TRUSS 5TRAPPINCT
DOUBLE TOP
PLATE
2x STUDS AT 16" O.G.
BLOCKIN6, TYP. FOR
ALL INT. PARTITION (1) ROW OF 2x BLOCKIN& 0 MID
HALLS AS WELL HT FOR HALL HT 0 &'-&" 4 LESS.
-OR- (2) ROHS OF 2x BLOCKIN&
a 3rd PTS FOR HALL HT o &-b"
4 H16+EF;L
2x P.T. 50LE PLATE
1/4"x4" TITEN OR TAPGON5
SPACED 0 12" O/C.
0�61
-411
(2) #5 REBAR CONTINUOUS
SEE FLOOR PLAN FOR 51ZE OF STUDS
BRO. FRAME HALL SEGT (NO UPLIFT).
2"x 4" COLUMNS H/ (1) ROW OF STA66ERED l6d
2"x b" OR 2"x b" COLUMNS H/ (2) ROHS
COMMON HIRE NAILS (D = 0.162", L = 3 1/20)
OF STACY60REV) Ibd COMMON WIRE
NAILS (0 = 0.162", L = 5 1/2")
NOTE5t
1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE
4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LA&
SIDES OF THE COLUMN
5CREH5 OR EQUAL (SPAGE AS SHOWN FOR
5-PLY)
2. ALL NAILS PENETRATE AT LEAST 3/4 OF THE
THICKNE-95 OF THE LAST LAMINATION
5. FOR 5-PLY, PROVIDE 1/4" DIA. x7" LA&
SCREWS OR EQUAL (SPACE AS SHOWN FOR
5. FOR 3-PLY, COLUMN 94ALL BE NAILED AS
3-PLY)
SHOWN FROM EACH 51DE (ONE INTO EACH
OUTSIDE FACE OF B.U.C., SAME NUMBER OF
6. REFER TO NDS SECTION 153 FOR ADDITIONAL
ROHS, SAME SPAAGINO)
INFORMATION
NDOH FLAN6E
%\
INDOH FLAN&E
< 4
WINDOW FLASHIN& NOTES: P 01ILYR! 5 M W -FLASHINC7 TAPE
STEP #1 CAULK P41NOOH OPENIN67 EP6E
PRIOR TO 5ETTIN6 WINDOW.
STEP #2 HOUSEHRAP TAPED TO FLANC7E BOTTOM.
STEP *3 CAJT HOUSENRAP DIRECTLY ABOVE NAILINC7 FLANOE
4 OVERS17r- CUT 6" BOTH SIDES OF WINDOW FLANOE.
STEP #4 COVER OPEN NAILIN& FLAN6E MITER KA;ZED HOUSEHRAP TAPE.
STEP #5 INSTALL FLA5HIN(9 TAPE 2 510E-5
P41TH TOP OF TAPE FLASHED UNDER HOU5EHRAP.
P41DM OR ADDITIONAL 51DE TAPE MUST 13E INSTALLED OVERLAPPIN&
ONTO THE V41NOOH FRAME TO COVER SEAM AND SCREWS AT MULL.
STEP #b INSTALL FLASHIN6 TAPE AT TOP.
TYPIGAL KNOOV4 FLASHINO IN FRAME
NOT TO SCALE
IM MOLDIN&
DOORJAMB
#12 X 3" SCREWS
161, O.c.
SHIMS
EA. IbcI NAILS
\-2X FRAMIN6 O.C.
p DOOR JAMB DETAIL - k4OOD
;n::gl WT TO SCALE
TYPIGAL STUD COLUMN AND JACK NAILINO
WT TO SCALE
ASPHALT SEALANT: 12" MIN.
EXTEND MIN. 6" ABOVE
FLASHINC7 ml V. MTL.
NLI FLA5HINC7
DIVERTER
FLA5HIN6 ROOF MATERIAL
IN6 FELT
DRIP
FA 'A
FICkIRE 1: FLA51-111449 INSTALLATION AT KNEEHALL
(SEE FISLRE 5 FOR MORE INFO)
ASP14ALT SEALANT:
EXTEND MIN. 6" ABOVE
FLA5HINry
1/2m DENSE CEILINr-7
BOARD DRYWALL -
lxb BLOCKIN6 EXTEND 20u MIN.
PAST WINDOW OPENIN6 AT EACH
SIDE P44ERE P0551BLE
Ix PT
TEMPERED
C7LA55
NOTE
INSERT TRACK FROM
OUTSIDE FACE OF
BLOCK
SEE LINTEL 50HEDULE
SEE
-'-- CONC. LINTEL W/ 1-*5
_O
CONT. OVER DOOR OPENINC7
0
DOOR TRACK
(SEE FLOOR PLAN)
or OUTSIDE
IN51DE
/-5ET TRACK IN A FULL
BED OF CAULK
/-5EE FOUNDATION PLAN
NOTE -
SEE FLOOR PLAN FOR 5LIDIN6 eLA55
DOOR APPLICATIONS USED
TYP. 560 SEGTION5
Nor To SCALE
DOU13LE 2 x 12 HEADER w/ 1/2" FLITCH
PLATE UNLE55 OTHERWISE NOTED
2-ROW5 Ibd NAILS 5TA66ERED a 1611 0/0
EACH FACE OR 3-ROH5 Ibd NAILS
STA.6�D 0 16" OIC, FOR 2"x[O" OR
64REATER HEAVER
(2) SIMP50N L5TA24 UNLE55 NOTED
OTHERWISE
FILUNC7 AND BLOCKIN& AS REQUIRED
FA6TENED TO HEADER* HI (2) Ibd 0 lb" 0/6
UNLE55 NOTED OTHERWISE
STUD
NAILIN6
2x STUDS TYP.
DETAIL
DOUBLE 2x CRIPPLE STUD UNLE55
OTHERH15E NOTED ON PLAN
SIMP50N LTTIcl H/ 1/2" HILTI KP41K BOLT I I
ANCHOR W 6" EMBEDMENT UNO
PT 130T. PLATE
NOTE:
HEADER / P05T CALLOUTS
ON FLOOR PLANS TAKE
PRECEDENCE OVER THE
INFORMATION SHOWN ABOVE.
TYP. FRAME
OPENINC-75 AT BEARIN& HALLS IST FLOOR
NOT TO SCALE
- - - - - - - - - - - - - - - - - - - - - - - - - - --
ASPHALT BASED
'i
SEALANT APPLIED
BEHIND FLA5HIN&
AND EXTENDINO A
MINIMUM OF bm A13OVE
VERTICAL R15E or- f=LA--.*iiNr, I
ROOf CRICKET. VERTICAL I AT KNEEWALL I
MIN. 3d2 SLOPE KNEEHALL I
(REQUIRED AT
ALL LEVEL VALLEY LL
LOCATIONS) PLASTER
STOP
ROOF
-6"X Ibm HORIZONTAL
CPALV. FLASHIN6 CONT.
If - N N'-,--SEALANT
MATERIAL—,
6" HIC714 11 TO 1211 PER
DIVERTER PLAN SPECS
FLASHIN(9-
6" MIN.
ALV. V FLASHIN&
TYPICAL NOTE:
DRIP EC06E TH15 DETAIL 15 REQUIRED AT ALL
VERTICAL HALL INTEfZ5EGTION5
FA601A WITH ROOF VALLEYS 4 ROOF CRICKETS.
--- - - - - - - - - - - - - - - - - - - - - - - - - - -
F16URE 2. FLASHIN& AT CORNER DETAIL FIGURE 5: FLA5HIN& DETAIL AT CRICKET/ KNEEHALL INILE=TION
rm"� TYPIGAL FLA5HIN(5 DETAILS
NOT TO SCALE
\2-0.300/
MASONRY HALL
EWGINEEREED WOOD
TRIM 24i, or,
BRICK MOLDIN& 1/2" PLYWOOD
DOORJAMB
5A X 511 TAPCONS o 16" O.c.
W/ 1 1/4m EMBEDMENT
pis
0 '\ DOOR JAMB DETAIL MA50NRY
�D:31 NOT TO SCALE
SIMPSON Wb AT EA
JOINT (TYP) NOTES
REFER TO INTERIOR
BEARIN& HALL DETAIL
(2) 2XI2 BEAM OR AS
PER FRAMIN& PLAN
INTERIOR
DRYWALL
FACE
FA5�ENER5
rH'*'� TOP PLATE
NOT TO SCALE
4-16d clom.
DOUBLE TOP
PLATE
16cl clom.
DOUBLE STUD
PT BOTT.
PLATE
2-&d rom.---' 2-bd COM.
DOUBLE END STUD
NOT TO SCALE
4' CONGRE I SLAB
WITH FIBERMESH
GOLD JNT.
1/2" PLYWOOD
:;;;��&ARA615
SLAB
2"x 411 2411 OjC. 5ALLOON FRAME
4-16d NAIL
owk
CLINC34ED
t.:
(2)-#5 REBAR
CONTINUOUS
N
I
SIMPSON MTS122 0 EA CORNER
OVER 0OU5LE 2"x4" 5LOCKING
(ATTA04 ISLOCKIWs TO TF416WS
OARAC-7E
STEP
DOM SEGTION
W1 SIMPSON A34 TYP)
NOT TO SCALE
rfR"**� CHIMNEY FRAMING
\zLv
2X5 FRAME
HEADER
�1/22 PLYWOOD
4 METAL LATH
W/ STUCCO
OUT51DE
DOOR TRACK
(SEE FLOOR PLAN)
SET TRACK IN
FULL BED
OF CAULK
SEE FOUN04TION
2X& FRAME
SEE FRMIN5
HEAVER
FOR 5EM SIZE
INTERIOR
1/2, PLYHoop
VWKALL
I t-�IETAL LATH
FACE
W/ 5TUCXIO
ALT. BY-PA55 5.0.D. HEAD
TYP. POCKET 560 SEGTIONS
:31
NCT TO 50ALE
CONDUIT 1-1/21
OR 6REATER
SIMPSON
*S`w
SIMP50N
*%I
STUD SHOE
NOT TO SCALE
DOU13LE It,
2-16cl COM.
TOP PLATE
PT BOTT. PLATE
END STUD INT.
NOT TO SCALE
FRAMIN&
ABOVE
STRAP PER ROOF
FRAMIN& PLAN REG.
H TYR
DOUBI E TOP PLATE
—51MP50N 5172 AT TOP
0 EA. STUD
160
O.C. ---2 x STUDS 0 16" O.C.
1/2" x 6" HED&E
ANCHOR BOLTS 0 24m
O.C. (FRAME TO BLK)
w/ 2" x 3/16" WASHER
0�---SIMF`50N SPI AT BOT.
0 EA. STUD
/-P.T. SOLE PLATE
REF. ELEVATION
0'-0' FIN. FLR.
t--lN,,,._SEE INTERIOR BEARINS
HALL FOR ADDITIONAL
Iwo
BRO. FRAME TO GMU PiALL 5EGTION
NoT To srALE
gAf"-o:e.--
I
G /V
IM, 1
N
\>> 113 0.4
p It
%%.X/ . . --*
E
8
0
Lu
-j z
0.0's
a � 2 1.4
0. s
W
0 Lu
o
0
I
Lu
ON
P �-
z (D
0
Z) a x
'w 0
a�ow
Z
r
u-
LLJ
Z
co
0)
vo
e'
1:1 LL
of
0
0
0
c/)
cn
:r
z
z N z
:3 w
00
z
w 0 T q
<
> LL F- U)
w— 0
< 0 w
X: Z w
xx �w
1--oz
<
u- LL (9
z ow
<0wo
o
p (n
LL Z U)
no-
0
>- <z o
wl Im-
ow
9: m Z
I.- T EL 6
<0 Ln w
W (L F--
0 <
wmm-j
W F- 0 5
U) -J -Zj
0 < zo
zw � w
0 0 co
co
< n (9 <
-z w
W��<
w L, W 9
M of
w w w
Z D U) w -j
w > 0
1: w 0 -1
< �-- <
w E u- w
Fn
M �-- u-
(n a F-- < cn
U)
w
z
z
<
z
w
>
0
<
0
LL
<
0
Lu
U)
Q
<
z
<
(o
w
z
11--
0
0
z
w
—j
<
-j
C)
<
04
0
U)
I
-j
FIRST ISSUE
12/04/13
SECONDISSUE
THIRD ISSUE
FOURTH ISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
31
REVISIONS
SEAL DATE
SHEET
SD3
2"xb" NAILER ATTACHED TO BLOCK
K4/4x3' TAPGONS 0 60 Or,
2N4'016'0r, TOP AND BOTT
SIMPSON H5 a EA RAFTER
AIJJMINUM DRIP EDSE
Ixb OR 2xb SUB,-FASCOIA LINVER
ALLHMNYL PA661A
VENTED ALLJM.IVINYL SOFFIT
SIMPSON SP24 EA. STLO
TOP OF WINDOW AS
PER FLOOR PLAN
APPROVED WINDOW
OF BUILDEIRS c+IOIc.E
3/4' PLYWOOD 5HEATHNE7 W W
COMMON OR HDa. BOX NAILS a 41
OZ. a EDSES 4 INTERMEDIATE W
2X4 ELOCKINS AT JOINTS
EXTERIOR FINISH AS
FUR ELEVAnON5
SIMPSON SPI 5TLID TO PLATE
SIMPSON MSTA36 FROM
STLAD TO JOIST BELOW
RELAnve Fr. ELev. o,-o,
y
SECAJRE RID&E EEAM TO
C71RDM W SIMP50N
HU526 JOIST SEAT
2x4 COLLAR TIE
MID-HEI&HT 0 61RDER.
PROVIDE (5) 12d NAILS
EA END
CONTINUE SHEATHINrzp
EELOH CONVENTIONAL
FRMC7 0 ATTACHED
5TRUCTURE-5 MICH ARE
ONLY PARTIALLY
ENCL05ED SUCH AS
ENTRYKAY5 AND
PORjr_.HE-S
NOTES -
ALL RAFTERS SHALL BE #2 SOUTHERN YELLOH PINE.
SECTION SIZE SHALL BE DETERMINED AGGORDIN&
TO THE LEN&TH OF SPAN AS FOLLON5:
IF TO &,-On ........... 2x(O
81-011 TO 121-041
........... 2x&
121-01, TO 151-01, ........... 2XIO
151-0" TO leol-o" ........... 2x12
RID&E 5EAM SHALL BE #2 SOUTHERN YELLOH PINE.
SECTION 51ZE SHALL 5E 2' NOMINAL) LAR99ER THAN
RAFTERS W A MAXIMUM RID&E 51ZE OF 2xI2 FOR
2x12 RAFTERS.
CLEAT SHALL 5E A #2 SOUTHERN YEH OH PINE 2xIO.
IT SHALL 13E FASTENED AS 5FIGM W SIMP50N
MSTA24 TEN51ON STRAPS o EACH TRU55 U51NC7 (14) bd
NAILS. INSTALL THE STRAP BY OUTTINC7 A HOLE INTO
THESHEATHIN& 0 EACH SIDE OF TRIF.75 AND
THREADIN& THE U-5HAPED STRAP FROM BOTTOM OF
TRUSS TOP CHORD TO TOP CIF CLEAT.
SECURE RAFTERS TO CLEAT USIN& 5IMPSE)ON LSq0
FOR 2xI2 RAFTERS, (10) bd NAILS FOR 2xIO
RAFTERS, (&) bd NAILS FOR 2xb RAFTERS P41TH
SPANS OF 4'-0" OR eREATER. 2xb RAFTERS IN
5PAN5 LE55 THAN 4'-Om SHALL 13E TOE -NAILED TO
CLEAT W (b) 10d NAILS.
(D SECURE RAFTERS TO RIDC7E ElEAM U511467 5IMP50N
LL626 5LOPINC7 JOIST SEAT. 2xb RAFTERS W SPANS
LESS THAN 4'-0" MAY BE TOE -NAILED TO RID6E
BEAM PV (b) 10d NAILS.
GONVENTIONAL/VALLEY FF)AMIN& 150METRIG
SEE PLAN
LINTEL ASSEMBLY AS PER FLOOR PLANS
AMP LINTEL SCh*SALE
SIMP50N LLI524
OYPSW 5HEATHINS DIAPHRASM USE
TYPE W'SCAS*,15 0 12'OZ. IN FIELD AND
0 6"OZ. AT EDSE5.
DBL TOP PLATE
1-11EADER AS PER FRAMINS PLANS -
MINIMM DOLIBLE 2X&
INTERIOR WINDOW SILL
2X4 511,10S PER FLOOR PLAN 0 16* OZ.
(ALIeNED W JOISTS BELOW
R-11 IN9%LAnON
SINSLE P.T. BOTTOM PLATE W2) 1/4x 5*
LAO SCAMN TO EACH 2Xb JOIST BELOW
2Xb P.T. JOISTS 0 12" OZ. W R30
INSLLAT10N ATTAChIED TO PLATE W
SIMPr:km HISAO (ALISHM Wl siivw
SINSLE P.T. BOTTOM PLATE K4nX 10*
LONS ANCAOR SCILT5 W STID Wr AND
KA&ER 016' OZ.
6"Xb*46' CAW AS REWIRED ALL
SEE FOaTINS DETAILS
FOR FOOnNS TYM NO 94ZES
SEGTION THRU BAY NINDON
CAST IN PLACED
CONCRETE STEM
04 0 8" O.C. * BOTT
(TYp)
04 * 1211 O.C. HOOK
INTO CMU WALL 1111
FILLED CELL EACH
END (TYP)
FOOTIWG AND SLAB
AS MR
FOUNDATION PLANS
K T-rFIGAL GONGRETE STAIRS
� �04 NOT TO SCALE
03 NOSINGs
5AR TYP. EA
STEP
THREAD, RISER AND
NOISIW.s DIMENSIONS
AS PER
ARCHITECTURAL
PLANS AND SECTION
TOP OF: SLAB
Rim
SIMPSON META12 0
MASONRY 5IMP50N
MST16 a -FRAME HALLS
rryp)
(2) HETA20 U.O.N.
Hii= r-RAmING
Ibd FIER JOINT
41MM 2"x4m GRO55
tAjr_.INo9 (SEE PLAN
R LOCATIONW
EIRAC N& I"X4" MIN.
rF� GRO55 f3fRAGINO
'*,. �U>4
PRE-EN61NEERED
1/2" PLYHOOD W 6D TRlr_-6 AT 21-Ou C
NAILS 0 4" O.C.. AT
EEhSE5 AND IOu INTERM.
2H A IAjj,,�
2'xb" EILOGKIN6
a MID
2'xfFLW6TIft.
TRUSS LAYOUT
-SIMPSON SP2
SIMP50N LTTIq 0 EA END
SIMPSON 5PI
1/20 PLYHOOD, W bD
NAILS 0 4m O.C. AT
E06ES AND 40 INTERM. 1/2u(P xb" ANCHOR
13OLT a 32m O.C.
KNOCK -OUT BLOCK
kV #50 POURED
50LID
FRAMIN(5 ABOVE TIE BEAM
,,—ARROH INDICATES-5
LON& DIR. or- PLYlo-0.
0. 0
0 PLYNOOD CLIPS To BE IN5TALLED AT ALL
LOCATIONS k4HERE SHEATHIN6 SPANS 16"
0 0
0 OR MORE AS PER APA REGAJIREMENITS. DOU13LE
0. 0. CLIPS TO BE USED HHERE 5HEATHINC7 PANELS
0
0. 0 ARE CUT To 24m IN LEN&TH OR LESS.
00 0. 0
00
0
0
0
0
0
0
CABLE END TRlr%
(HEE35 REMOVED
FOR GLARI'TY)
2xb SM-FA5CIA-
OUTLOOKERS
0 24" O.C.
X = 10d COMMONS OR bd RIN6 SHANK o 4" O.C.
ON EACH SHEET OF PLYHOOD
0 = 10d COMMONS OR bd RINC7 SHANK a bu O.C.
ON EACH SHEET OF PLYHOOD
E] = 10d COMMONS OR bd RINC7 SHANK 0 511 O.C.
ON EACH 54 T OF PLYHOOD,
NAILINO 5GHEDY&ABLE
5GALEi N.T5.
TYPIGAL ROOF 5HEATHINC-7 NAIL PATTERN
NOT TO SCALE
KNOON 4 DOOR MOUNTINO MA50NRY ELEVATIONS
HINDOV4 4 DOOR MOUNTIN& FRAME ELEVATIONS
0 bd 0 6" O.G. ON EACH SHEET OF PLYk4OOD
NAILIN& 5GHED./Hl
SCALE. KT.S.
N F._,pW;_p M,� W" �
2. IX8 P.T. ANC_,HORED TO LINTEL AND HALL
PV 1/4"X2-1/4" TAPGON 0 60 O.C.
5. AN61LED 2X4 NAILED TO PLATE W(2) lbd
NAILS AND COVER N/ 1/2m PLYHO OR -7/16-
05B Wbd NAILS 0 4" O.C. (EXTERIOR AND
INTERIOR 51DE5).
4. AN&LIED 2X4 NAILED TO PLATE W(2) l6d
NAILS.
5. 2X4 CRIPLE VERT STUDS O&u O.G. AND
AN6LE-5 NAILED TO PLATE W(;V Ibid NAILS
AND COVER W 1/2" PLYHV OR 1/16" 05B
Wbd NAILS 0 4" O.C. (EXTERIOR AND
INTERIOR SIDES).
6. DOUE3LE 2X4 VERT AT EACH 51DE OF
P41NDOH SHAPE CHAN&E5, ATTACHED TO TOP
PLATE W 51HP50N L530 4 MSTA12.
-7. 2X4 GRIPLE VERT STUDS a&" O.C,. NAILED
TO PLATE W(2) Ibd NAILS AND COVER W
1/2u PLYkV OR'7/Ibm 055 kV&d NAILS a 4N
O.C. (EXTERIOR AND INTERIOR SIDE-5).
b. DOOR OPENIN& AREA (TYPICAL)
NOTES:
(D ATTACH FRAME AS PER
MANUFACTURERS.
iXb ANCHORED TO HEADER K/ Ibd
NAILS 0 12n O.C.
At,61LEP 2X4 NAILED PV(2) Irod NAILS
AND COVERED PV 1/2" PLYHO OR 1/16"
0515 IAVbd NAILS 0 4" O.C. (EXTERIOR
ANI:? INTERIOR 51DE-5).
AN6LEV 2X4 NAILED PV(2) Ibd NAILS.
2X4 CRIPLE VERT STUDS Ob" O.C. AND
ANCA-ES NAILED PV(2,) Ibd NAdLS AND
COVERED PV 1/2k PLYHO OR'7/16" 055
Wbd NAILS a 4" ar, I(EXTERIOR AND
INTERIOR 51DES).
DOUBLE 2X4 VERT AT EACH SIDE OF
NINDOPq SHAPE GHANo9E5, ATTACHED To
TOP PLATE W(2) INVERTED 5IMP50N
HIOIS.
2X4 GRIPLE VERT STUDS o&" O.G.
NAILED TO PLATE H/(2) Ibd NAILS AND
COVERED PV 1/2m PLYHO OR 1/160 055
Wbd NAILS a 40 O.C. MXTERIOR AND
INTERIOR SIDE5).
DOOR OPENIN6 (TYPICAL)
0.5.5.
A/G SHELF DETAIL
. �04
pril"Ar.o.
I
If' G /V
.... ..... ..
cy—
.0 0iji
/4v
z
LLI
EE
g
IX 0 C-4
0, s a. t
LU
0 LLJ
Lu
o
a.
0 cp (D C'4 ,
< �2 w r.
co� . w -
F- Z
W
0 N W Lj
z 0
0
,�o
z
EL -
z
4, U)
uj
c�
0
6'
:61
ir
0
b ��3
0
------ L)
U)
o
U)
z
z cli z
on
Z) w
WoTe
2 z
c, <
> U- I.- U)
w
<0 w
m cr
1: Z I-
�a
X: w
0 z
< � L'i
U-
w o ul 2
Z 0
<0wo
0 0 U)
u- Z Zi U)
2
F, 0 0
w z o
0
_w, �i
!I- n z
co
< 0 cn w
w >: - 1--
a- 0 <
y
LU � -05
000m
w _j
J z z 0
0 < o
w Lu
>_ � i 8
m
z
<DO <
z w
W LLI LLJ F
co r
W Q 7� 0 Ir w
Z U) w
w 0
m LL) 0 _j
(9 <
I- w w
M �- LL
Fn cn cl I.- < (n
z
z
Z)
0
z
<
z
w
>
0
0
U)
i
_j
LL
<
6
w
0
U)
<
0
z
<
U)
co
w
F_ z
0
o
w
<
_j
0�
(D
<
w
C)
<
04
W
_j
U)
Li
FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTH ISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
3
REVISIONS
SEAL DATE
SHEET
SD4
FOR
LOCKSTILES,
ASTRAGALS,
FIXED
STILES AND
HORIZONTAL
RAILIS
SEENOTES
3&6
I BELOW
GENERAL NOTES: SERIES 570,2770 & 281U LARGE MISSILE, IMPACT-RESI-STANT, VINYL, REINFORCED SLIDING GLASS DOOR
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.
ALL RIGID WHITE OR TAN PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO
COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); I -TEMPERED, HS�HEAT STRENGTHED, AN -ANNEALED, SG-.090 DUPONT
SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS), R\a=.090-DUP6WT8UTACITEPVB:
GLASS TYPE A: 3116'HS GLASS +.090" SG INTERLAYER + 3/16'HS GLASS+ 7/16"AIR SPACE+ 3/16' T CAP
GLASS TYPE B: 3115- iTS- GLASS+ .090" VVB INTERLAYER -,3/16;'-AN GLASS + 7116' AIRSPACE+ 311OFTCAP
GLASS TYPE C-3116�' �_$ GLASS +,090*PV8 INTERLAYER + 3/16'jFY GLASS * 9116" AIRSPACE WITH 14EAT-M IRROR FILM - W16" T CAP
APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995.
3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD SUCKS LESS THAN I-1r2' THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
AS 2X ARE 1-112'THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
(MAX. 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND
rRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD
SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FEIC.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH To
ACHIEVE THE EMBEDIVIENTS, SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
e) DESIGN PRESSURES:
A- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300-04.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E13OD-04,
7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESGN OF THIS PRODUCT. THE '1.6 LOAD DURATION FACTOR WAS
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SFIALL
MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
8) SHUTTERS ARE NOT REQUIRED.
9) ALL DOOR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 TRACKS, ARE QUALIFIED,
SEE SAMPLE CONFIGURATIONS ON SHEE712. DOOR SIZES MUST BE VERIFIED FOR
COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.
10) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-1 0-002-792(A) & 10-006-10231:
CAMBRIDGE 535753-09; ELCO ULTRACON NOA #07-0425.01; ELCO CRETEFLEX NOA
#03-0225.05; VISION EXTRUSIONS, LTD. WHITE PVC NOA 910-0420.06, TAN PVC NOA
#11-0902.10; ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
ALUMINUM DESIGN MANUAL
DESIGN PRESSURE RATING
IMPACT RATING
VARIES.
SEE SHEETS 8 & 9
LARGE & SMALL
MISSILE IMP CT
1-111W NOM. 1-1116, Nam.
7116"AIPSPACE 7116AIRSPAC
3116' Ul GLASS - 3/16"AN GLASS -
&16'HS GLASS - VIWHS GLASS -
DUFONT,09W4EXT' INT10. DUPONT 4EXT.
SENTRYGLAS& .090* PVB
7116* 31ftrTGIASS 7/1111"
Nam NOM
I /-<To) 1 76
7W
If BITE Iwo
GLASS GLASS
SITE � 1, 1 VA
GLASS TYPE "A'
SG LAMINATE,
INSULATED GLASS
000 Size
Configuration
Design
Certification
Numbers
Width
Height
241.1
9T
)0=
60
60
1913-265, 771
20W
120'
)OOD(wifestragal
60
65
190-257.774
203!'
W
)O00(wifiestragal
60
60
190-263,770
241"
96"
)0=
80
80 1
190-787
201'
98"
X*O wlestregal
80
80
1 90-264,772
203'
96"
1 XION wfastragal
1 90
90 1
190-266.773
31116'ANGLASS
3tlG'HS GLASS -
DUPONT.020'PVB
VIG'
7 INOM
GLASS
GLASSTYEE 7P"
PVB LAMINATE,
INSULATED GLASS
I-W16'NOM.
WIWAIRSPACE
-HEAT-MIRROR I"
3/IVT GLASS
GLASS TYPE'V
PVB LAMINATE, INSULATED
WITH HEAT -MIRROR FILM
GLASS
NOA DRAWING MAP
. SHEET
GENERAL NOTES .......... 1
GLAZING DETAILS ......... I
ELEVATIONS .................. 2-4
FIORIZ. SECTIONS. ........ 5
VERT, SECTIONS ........... 6
ACCESSORIES ............... 7
DESIGN PRESSURES 8-9
EXTRUSIONS.. ... ........... 10
PARTS LIST ..................... 11
CONFIGURATIONS ........ J2
PANEL TYPES ................. 13
INSTRUCTIONS:
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING. THE ANCHOR REQUIREMENTS FOR THE
SLIDING GLASS DOORS MAYBE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B
OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN
PRESSURE IS ABOVE 8D PSF, OTHERWISE USE TABLE 2, SHEET 8.
2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOWNAL
PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE.
3) CHOSE WHICH ANCHOR OPTION (A-D) 15 MOST APPLICABLE. ANCHORS ARE DEFINED IN TA13LE 1, SHEET 6,
ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE.
4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9� VERIFY THAT THE REQUIRED DESIGN
PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN.
5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7.
6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7.
, % k k � I I I I I I ".
revindW,
VWX
-
Riftabw
%\0'� �YKN 441it"ll,
I
S
N0.5B705
EU -
-13 4u, �' -
%
I � �1�1191�1 11 �0�0�1i'� 1,
A. LYNN ULL
Revie"fir-
DNW-
Rawlisk.
RAL NOTES & GLASS TYPES
J ROSOWSKI
I0MTECMvaLOGyvMW
VEMCC FIL 3IM
P.O. am 15M
N01<01I FL 34274
I'llb:
VINYL SGD INSTALLATION GUIDELINES
111/18110
570/2770/2870
1 NTS
Shent,
1 1 OF 13
FLA-SGD570-01
CERT. OF AUTH. 023M
DETAIL I PETAIL 2A [IJE-TAIL 2 FD-ET41L- 31
__ L
L!t �M_ONIRYJ IX OR 2X WOOD
INTO MASONRY FILCKSTRIP SEE
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE L 01 NOTE 4. SHiET I
CONCRIETEICMU REQUIRED IF DOOR
PER ANCHOR DISTANCE R SUBSTRATE. SEE TABLE 1. SHEET 6 IGHJ Is OVER 96-
R EDGE -��p ASTRAGAIL ADD -ON CONCRETEiCMU
1 *7) PERANCHOR
EQUIREI&NT _/
DISTANCE NON-STRUCTURAL %ASTRA -ON REINF.
3ALADD REQUIREMENT
ANCHOR
Y " 1' 11* '
EMBED- NIOX2-I)TSMS
REINFORCEMENT SCRE EMBEDMENT
MENT W;S
/_44 CIPTIONALf,,_. PER ASTRAGAL,
__I EQUALLY-SPACEDAND 71
114" _69IFROM ENDS (FACTORY TYP ANCHOR TYPE, EMBEDMENT
MAX INSTALLED). AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 1. SHEET B
P4
INTERLOCK
-�k7�- EDGE
6 7 EXTERIOR DISTANCE
POCKET ASTRAGAL BOX SCREEN
P-HOOK
LOCKSTILE
C4
FOR PANELWIOTH PA14EL NOT 1/4'.
LOCKSTIUMS, DOOR FRAME WIDTH
ASTRAGALS, D(�o - ; TYP- ANCHOR TYPE, EMBEDMENT
FIXED DOOR FRAME WIDTH AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 1, SHEET6
STILES AND 114' MAX.
HORIZONTAL
RAILS
EDGE
SEE NOTES DISTANCE- #8 X 314"SMS RE INFORCFMENT DISTANCE
3&6 SCREW; 3 PER RAIL. LOCATED
BELOW INr A 9'FROM
AT CENTERL No
ENDS (FACTORY INSTALLED)
q
-3/8- ROW 2-31W ROW
FOR TYP ANCHOR TYPE, 2. SPACING q�' 8
INTERLOCKS rmarOMENT AND EDGE__:jjj�� SPACING
ONLY DISTANCE PER SUBST
SEE TABLE 1, SIA
EMBED -
EDGE MENT
DISTANCE I FIXED PANEL CLIP CbNCRETEiCMU
AND ANCHORS, SEE ?ERANCHOR
STANDARD SCREEN REQUIREMENT
ZX WOOD BUCKSTRIP EMBEDMENT FIXED STILE
OR FRAMING. SEE EXTERIOR 1A- MAX
NOTE 4, SHEET I TYP. ANCHOR TYPE, EMBEDMENT 2X Wool) BUCKSTRIP PANEL WIDTH
AND EDGE DISTANCE PER SUBSTRATE,
EDGE SEE TABLE 1, SHEET 6 OR FRAMING SEE
E.
NOTE 4, SH ET I I DETAIL 3 [DffT_A_1L 37
DISTANCE L
_LNTO VVqOD__j I INTO �(?ry
NON-S'FRUCTURAL
ANCHOR
EMBED-
MENT
MAX. NOTES
1) DETAILS APPLY TO 2. 3 AND 4 TRACK kljt4 Revised
CONFIGURATIONS.
OPTIIONAL 2) SEE SHEETS 24 FOR ANCHOR LOCATION 6 SPACING. Cf Z"'
P-HOOK 3) SEE TABLES 2-4 FORREINFORCEMENT
RFINF_� REQUIREMENTS, 55705 R@WndBr 091ir
PLATE (12' LONG, @ 1 4) CONTINUOUS ANCHOR PLATE, ITEM Life. IS REQUIRED Z 140
PANELMIDSPAN
AT ALL FRAME ANCHOR LOCATIONS.
�6) 5) PANEL WIDTH DOES NOT INCLUDE NTERLOCK OR a 10T
REINF.. ASTRACAL ADD -ON HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
EXTERIOR 1-0 of
P TE
1110 X 1414' P-HOOK FULLIENGTHOFTHE EXTRUSION. REFER TO TEST 107V TECHNOILOGY DRIVE r0e;
PLATE SMS, III)ALL REINFORCEMENTS ARE APPROXIMATELY THE
(5) 9 2-W OZ. REPORTS FOR EXACT DIMENSIONIS. At VIEWCE, FL 3075 VINYL SGD INSTALLATION GUIDELINES 111/18/10
P.a DOW T&V
DETAIL 1 NOWUA FL.W274 onwev No. ROW.
I woof) MRT. OFAUT11. 02LM-1 570/2770/2870 1 NTS 1 5 OF 13 1 FLA-SGD570-01
DET AIL 1: ETAIL 2A �b_E_TA_1_IL 2
�!ZTRAnAl L
=INTERI
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
CONCRETEICMU DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 6
PER ANCHOR
REQUIREMENT 'DGE ASTRAGAL ADD -ON
DISTANCE
NON-STRUCTURAL -(3� ASTRAGAL ADD -ON REINF.
ANCHOR
FMBED- IfIQX2-1,081019
REINFORCEMENT SCREW 5
MEN7 -
OPTION
EQUALLY -SPACED
FROM ENDS (FACTORY
INSTALLED)
MAX. 2 1\
TF
Lo
f_,44)
F 7,_
ASTRAGAL
POCKET
1-1 11 Z AV, ____
PANELWIDTH LOCKSTILE _ _ _ j _ - PANEL WIDTI.
DOOR FRAME WIDTH
- DOOR FRAME WIDTH
114' MAX. j I L
T_:L/ I i �
EDGE 11 F_ 11111 X 314"SMS REINFORCEMENT
DISTANCE 17
GREW; 3 PER RAJL. LOCATED
AT CENTERLINIF AND 2'FROM
ENDS (FACTORY INSTALLED)
WIRED IF DOOR
HEIGHT IS OVER 96'
INTERLOCK
FOR 2-31a"Row
r TYVANCHORTYPF- SPACING
INTERLOCKS ENT 7 E GE 5.
ONLY =T r"BED" SUBS D
DISTANG -PER TE
r
"E ,E ET
TA
E GE
DISTANCE FIXED PANEL C IP
AND ANCHORS, FF
DETAIL SHEET 7 STANDARD SCREEN
2X WOOD SUCKSTRIP EMBEDMENT FIXED STILE
OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT PANEL WIDTH EXTERIOR
NOTE 4, SHEET 1 2X WOOD DUCKSFRIP
AND EDGE DISTANCE PER SUBSTRATE, OR FRAM4NG. SEE
- EDGE SEE TABLE 1, SHEET 6 NOTE 4,$HEET I [D_t_fA_1L ;DETAIL 2
DISTANG r
E _Z' INTO
NON-S7RUCTURAL
/-ANCHOR
EMBED- VAII
MENT
7D-ETAk 3-1
IXOR2XWOOD
SUCKSTRIF SEE
ix NOTE 4, SHEET 1
CONCRETEiCMLI
PER ANCHOR
REQUIREMENT
EM
BEDMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUa RATE. SEE TABLE 1. SHEET 8
EDGE
DISTANCE
100
TYP. ANCHOR TYPE, EMBEDMENT
---- - - AND EDGE DISTANCE PER
SUBSTRATE. SEE TABLE 1, SHEET6
EDGE
DISTANCE
2-3/8* ROW
SPACING
EMBED-
MENT
CONCRETEICMU
PER ANCHOR
REQUIREMENT
IA'MAX.
FIDEI�!L� I
INTO MAS2�RY
MAX. NOTES .' � % I I � I I I I I , , "
1) DETAILS APPLY 10 2,3 AND 4 TRACK �,,(NN ftWmxI IIY� DaW. 1111101AW:
L OPTIONAL 2) BE E SHEETS 24. FOR ANCHOR LOCATION A SPACING.
P-HOCK 3) SEE TABLES 2-4 FORREINFORCEMENT
,eNS,
R.Ad9r DOW R.Wakm
REINF.
REQUIREMENTS.
PLATE (12' LONG, 41 CONTINUOUS ANCHOR PLATE, ITEM Life, IS REQUIRED Z
PANEL MIDSPAN
AT ALL FRAME ANCHOR LOCATIONS.
P-HOOK 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR LLj By.
REINF. EXTERIOR ASTRAGAL AD` -ON HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
AT;: Of
PLATE SMS, ?.Q T 6)AUL REINFORCEMENTS ARE APPROXIMATELY THE
1070 TECHIVOLOGY aR/W To.,
910 X 1-11/4' P-HOOK FULL LENGTH OFTHE EXTRUSION. REFER TOTEST
2-5W D.C. REPORTS FOR EXACT DIMENSIONS, N. VgMU-. R 3075 VINYL SGD INSTALLATION GUIDELINES 11/18/10
I \7 " SSIONPNo P.O. am Iwo I
DETAIL 1 AORWr� FE M274 amft No. RM
INTO WOOD A. LYNN MILLER, P.E. 770/2870 js'N"TS GD570-01
I P r 0 CERT. CFAUTH. #DM 570/2 5 OF 13 1 FLA-S I
2-TRACK CONFIGURATION 10 E-7-A -*. 'C_ -21
�/t �SE
6' MAX. MAX.
,THIS SHE
[DETAIL 0
ANCHOR FWTAIL E ANCHOR APPROX. 6'. [m.L A DETAIL DAYLIGHT OPENING IDUD) FORMULAS
LOCATIONS FOR
TAIL A I � LOCATIONS FOR NO"TRUCTURAL E�IS SHEq M.L., THIS 8 [THIS SH WIDTH: PANEL WIDTH - 6-911111!
Ebi 4EXT. BYPASS MEAD A SILL) i -L HEIGHT. PANEL HEIGHT - &&IIV
4EX1. POCKET CONDITIONS.
CONDITICINIS. 21 _G' :L (7
ANCHOR$ [INTO MAX. ..... ...... PANEL WIDTH
12' MAX. O.G. P-HOOK. O.C. A
OLD
__j
j DAYLIGHT
T_ OPENING WIDTH.
_4
"41 DAYLIGHTI
NiNG:
/j/ I SHEET IS
1 ANCHOR CENTER OF I ANCHOR 0 CENTER OF A DETAIL OPE
[EiTAIL EFO 1A PANELSEETABLES EACH PANEL SEE TABLES HEIGHT
ON SHEETS 8 A S. EXT.r ON SHEETS 3 & 9, 1 L FDETAL
E: WOR'O' X
.219' MIN. D.C. PANEL TYPE PANEL TYPE
dC
3ANCHORS 6 CENTER OF 2 ANCHORS 8 CENTER OF POC
�Ail_ 1
IVETAILEI�2j r-T---\-) EACH PANEL. SEE TABLES ON EACH PANEL. SEE TABLE$ BY - - ------ Rill
SHEETS.R.As ON SHEETS & & 2:
. I / OTHERS
4'MIN. O.C. (UNDER
EXT.V \___1 PANEL
4'MIN. O.C. SEPARATE '4 mTAtL 3 HEIGHT DLO
APPROVAL) EFFEE r M
3.2119"MIN.O.C. -1
LUSTER OF 3 CLUSTER OF 3 DETAIL
lr___ SHEET
ANCHOR$ Q ST ILE ANCHORS 0 STILE
INTERSECTM. INTERLC
INTERSECTIONS. SEE 3HOWN
E SEE TABLES Ol. I ABLES ON SHEETS a A 9. A
SHEETS 15 & 9. EXT.V PANEL IVEI a, MAX.
(0 HEAD
4'MIN. D.C.
--- - --------- ----
I . I I . I I __ a SrLL)
4* MIN. D.C. ! I k I I
,TV F
L
_�N
�E "
a' MAX..
4* MIN. O�C JHEAD A SILL) 6' MAX.,
FuTiji (HEAD A SIUL�
CLUSTER OF 5 DET
ANCHORS @ STILE CLUSTER OF 5 ANCHORS ��L I G 1 ISS Derm F
2.37b"TYP. INTERSECTIONS *SIT LE INTERSECTIONS. DETAIL THIS SHE
SEE TABLES 0. SEE TABLES ON SHEETS VHISSHEET THISSH
mg AL-Q
LXT.v B&IT 1. 1Z I DETAIL H21
EXT.v SHEETS 8 & 9. / THIS SH�" C6+2 ANCHOR
C3+1 ANCHOR . __�! 1 CONFIGURATION SHOWNi
3.21ir MIN. O.C� D.C. CONFIGURATION SHOIN 1; f__j
(SEE APPUCABILE DP
6^ MA)L TABLES? 3 OR 4)
fTO END OF (TO END OF TABLES 2.3 OR 4)
ATTACHED JAMB ATTACHEDJAMS NOTES:
1) FOR CONFIGURATIONS, SEE SHEET 12.
FDETAIL F71 IANCHOR 6 2) FOR ANCHOR EDGE INSTANCE AND
ANCHOR 0 SILL ENDS. EMBEDMENT. SEE TABLE I SHEET 6.
EXT.v -1EAD ENDS- EXT.V91 3) DAYL104T OPENING JDLO) FORIMULAS:
WIDTH: PANEL WIDTH - "16'
hgM'. SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT: PANEL HEIGHIT - 8.0116,
1.37
.low
EXT.V
VEEPHOLE PATTERN @ 24' O-C.
WEEPHOLE PATTERN @ SILL ENDS
_5ETA I L 4
I P
�R
TYP. ANCHOR TYPE. EMBEDMENT AND
MiN. 2.7 KSI CON E EDGE DISTANCE PER SUBSTRATE,
HEAD PER ANCHOR SEE TASLE1. allEETO
REQUIREMENT, SEE �_.Vjr
TABLE 1. SHEET 6 ROW EDGE
PACING DISTANC E EDGE
DIATANCE
EMBED-
MENT.
V4'
MAX
-Cl)
IXCR2X
WOOD
RUCKSTRIP.
SEE
NOTE 4,
DETAIL 4_1
INTO WO 0 �'
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUMRATE,
SEE TABLE 1, SHFFT6
2-3t`B'
IXA(L__�
7, EMBED-
1/4'
PBX-V4"SMS
REINFORCEMENT SCREW,
7 PER STILE, LOCATED AT
CENTERLINE AND W. 9* &
1r FROM ENDS (FACTORY
INSTALLEDY
RVAWdW. DAIN,
RrAleflily.
Dinim,
Ct 4u
"a tA
ANCHOR LOCATIONS (2 TRACKS)
Dw#n
J ROSOWSKI
STA
n1v
011110.1
FLORIP"-'.
1070 TECHNIOLOG r ORWE
.......
N. W_MCj_: FL.UM
VINYL SGD INSTALLATION GUIDELINES
11/18/10
P.O."Imp
NOXOM4 rL 34274
8wb&v"W1
GCWK
Shoat
A. LYNN MILLER, P_F_
E.# 511705 ,
CENT OF A UTH. #29M
1570/2770/2870
1 NTS
1 20F13
j7T*AN-`SGD570-011
FOR
EXTERIOR
AS-AGALS.
FIXED STILES
AND
HORIZONTAL
RAILS
�j
I
SILL RISER VARIES
WITH REQUIRED
POS:TIVE DESIGN
FRAME
PRESSURE, SEE TABLE
HEIGHT,
I cc
PANEL
-zj.EF NOTES
U
A, S�AEETS A & 9.
SEE
I
HEIGHT
3&6
BELOW
TABLES
I
2,3 A 4
;5
FRIA E
RISER
ILI
4-1110'
RISER
RISER
&ETAIL �4
L INTO MASON"
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE i SHEET 6
2-3M. EDGE
ROW DwrANCE
PA CING
14"
MAX
TABLE 1. ANCHOR TYPES:
47
TYP. ANCHOR TYPE, EMBEDMENT AND
_qETAIL
EDGE DISTANCE PER SUBSTRATE
SEE TABLE 1. SHEET i
EDGE
CISTANCIE
W63-75
�LUMINUM SUBSTRATE
METAL SUBSTRATES TO BE PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE 16GASTEELSTLIDORA36
SEE TABLE 1. SHEET i
EDGE STRUCTURAL STEEL
DISTANCE SUBSTRATE
DETAIL
METAL SUBSTRATE DETAILS SHOWN FOR HEAD
(SIMILAR DETAILS APPLY TO FRAME JAMB AMD SILL,
EXCEPT POCKET JAMB)
NOTES
1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
2) SEE SHEETS 24 FOR ANCHOR LOCATION & SPACING.
C9 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS.
4) CONTINUOUS ANCHOR PLATE. ITEM #B, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON.
2 0 8) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF T14E EXTRUSION. REFER TO
14 8 1-11 116* TEST REPORTS FOR EXACT DIMENSIONS.
GROUTAS
NEEDED, 114'
1/4' L
MAX. SEE
EMBEDME91. N07E 5 MAX Z T pdvkwr
Kil
SHEET t4o'
MiN 2
CONCRETE 0 2X WOOL) BUCKS TRIP EIDGE LLI -
E' SILL PER ANCHOR / CIL- 51 101, Lur Z: vow"M oven Dr.
D REQUIREMENT. OR FRAMING, SEE DISTANrF
NOTE 4, SHEET I VERTICAL INSTALLATION DETAILS J ROSOWSKI
SEE TABLE 1. TYP ANCHOR TYPE, EMBEDMENT
TYP. ANCHOR E, EM13EDMENT I
AND EDGE DISTANCE PER SHEIET6 AND EDGE DISTANCE PER 1070 7ECHNOLO&Y DRIVE Nft'
SUBSTRATE, SEE TABLE 1, SHEET 6 Y;=-r A SUBSTRATE. SEE TABLE 1. SHEET 6 ........ N. VENICE, FL M275 VINYL SGD INSTALLATION GUIDELINES 18110
DETAIL DETAIL 5] SIIDNNI� P.O. Box IW9
INTO MAS NCAOI1&, R 3W4 scaie: Sh"t one"v NA
INTO WOOD -1 1
A. LYMN MILLER, PE
P.E.4 58705 CERT. OFAU77i 029M 570/2770/2870 NTS 6 OF 13 1 FLA-SGDr,7t)-nl
Type
Substrate
Anchor
Illialmium
Embedment
Wn' Edge
Distance
A
P.T. Sauthem Pkv
(5G -.55)
#12 SheM Metal Screw IGS)
1-318'
314"
114' Etco UltraCon
1-112"
1-314"
IM"Elco Crate -Flex SS4
I-Ijr
1-314'
Akonin=. 6053-T5 min.
#12 Sheet Metal Screw (G5)
0.125"
112,
SLOW Stud, Gr, 33 rnin.
*12 Shed MetalScfew M
Ifta (0.0451'�
112"
A36 Steel
#12 Sheet Metal Screw (G6)
18ga (0.0451')
112'
5
P.T. Southern Pirke (SG - .55)
012 Wood Screw (G5)
I-afe,
3/4"
Concrete Onh Z7 ksil
1/4' Elco UltraCon
Ive-
1.
C
ConcPale (viin 3,35 If I)
IM'Elcc Crete -Flex SS4
1-314*
11
Ungrciirled CMU. Jamini, Oniy
(ASTM C-90)
114" Elca UkraCon
1_114r,
1.
1W Elca Crele-Flex SS4
1-1/4'
i1v4"
Conclat" (min. 7.7 ksQ
114" Elco UKraCon
I've"
2-1/2"
3.35 ksl)
1W Elco Qate-FIM SS4
1-314"
2-112"
UZn
"M
(A �; Only
S� 1 1
IW Elco UllraCon
1-111r,
2.lL-
114" Elco Cro&Flex SS4
1-114"
2-112'
vT=y.S!401y I
CERTTICATION AUTHORIZATION REPORT
Doatund Nu. FP,.Nl B 1 -02
hif",
FMA Keystone Certification Program
Certification Authorization Report
CAR & Product ID Number: 190 - 263
CAR Issue Date: 12/14/2010
CAR Expiration Date: 11/11/2014
Company Code: 190
This Certification Aurthorvidion Report (CAR) is issued by KP,,-,Ione. Cert ficajons Inc. MCI) after fu I validation review
of the onoduct qualificeition documents for t1he producA named below. This report is only vaLd when signed by t�.e
��`esident cr KCI and nd cates -.hf, prOCLICt as nianUfaCtUred by the company named belaw has been tested and meets
:hE requifenifE. its of tt-ie reference:i standa.ra a:-.ci s elig.bJe for the application of FMA Keystone Certification Program
cedification labe4s. Ucensee stipulates in affixing certillicalian labe s to pi aducts that tt-ose products are repiesentalive
of the speamen evaluated end clactimentedd fo, ce,tification auitionzation Only producAs bearing such a cerl,ficaaon
label shall be zonsidered cer-Ned. The nfo- i-mlicin in this report can be verified at w.,,w.keystonecerts-com.
Company Information:
Product Information:
PGT Industries
Mode:
470/6701277012870 Impact PVC SGD w/As
1070 Technology Dr.
Operatot Type:
SD
PO Box 1529
Configuration:
H1J/S/AsUC1ip1AI1,GS-15/32 HS/Ann Lanni 11
Nokomis FL 34274
N1 ax 'A' idth:
203
Max Height:
96
Referenced Standard: Product Rating:
I isseave, n one, x
Qualifying Test Information:
Test Report No:
Test Re.00rt Expiration:
FTL-6376/6377
1 1111 1=14
Authorized Signature:
Martia Falke. Presleeit
Keystone Certifications, Inc.
1790 Old Trail Road, Suits D
Etters, Pannsylvanii 17319
Phone: 717-932-850C
Fax: 717-932-5501
; -.ke,si:-nererscom,
PRODUCT APPROVAL.
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY DOOR: FL1 5180.11
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
: XXXX
i or HM
f 0't'g I
'10
0
U co
IMM�
I
-52 Iff MAX
441'FrAED VADTH PLO
SEE SHEET 9
FOR ANCHORAGE — MAX, —
MAX REQUIREMENTS MAX. TYR
R T_
10"
MAX
0
X
er —1
MAX AS a[4'WH WIDTH DLO
BOXFRAME
MAX, ENZE = 52.125' X 75"
—1
FIXED
HEIGHTOLO
76-
78 19"
FRAME
01D.
W 314"
BASH
HFIQHT DILO
NOTE:
1. FOR BOX FRAME SEMONS 85 E SH EET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10.
2. FOR INTE GRAL F! N FRAME SECTONS SEE SHE ET 6 AND ANCHORAGE INFORMAT ION SE E SHEETI I
55 3fir FRAME OD,
52 1iW MAX —
4W FIXED WIDTH DLO
MAX. TYP.
0
X
46 3A* SASH WIDTH DILO
INTEGRAL FIN
MAX. SIZE = 11532.125" X 75'
D.C.
�ffiv,
I IfiSW I
D.P.
A I PERM40-JAWLEFTMMOD MM/N
ELEVA
D'a
mum
AWMID'MAX WENAW TO WINFAMMEMUTMN
NOME, FL I
ffiewl
W"WEMaSWET
NONOX1628
K0 L 34274
iktbr
D.Q
0AWPW
MW
IC,
Wow%
W
W�
"U"nuuUnnum"
muumuu"
M
EWA
WK3
Exa rnple: 52.125 x 75 For 111 Wndow 5
3 4- AnohorB required in the hoad
3 4
Anchors required lbelmv ft NrTR
Anchom required abown the MTR
Exarrpfe: 52.125 x 62.= For View VVIndow a
3 Head-
3 4
Em., Sash"
Fix
NOTE FOR VIBN VVINDOVYS USE VIEW FIXED WN)CIIN HBGHT FOR ANCHOR QuaNTrTY INWADAND
ABOVE 7HE UM, AND USE THE V IEW SASH WINDOW HEIGHT FOR ANCHOR QLA NTrN BELOW THE MTR.
VAXUJM HEIG14T FOR VIEW VYINDOW IS 62 10.
NM; FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TE15TED 51 ZE.
N;_bw - — ftwm. I
11.0. "as= I A PER MMI&DAM Lf"ER a4MID fWt4V
"MW ma�. 10111CHNOLOWDOM
'La AnQMAWhfl0QP=MWWM0PWfiXAWLE8 NOX41301110. FL 34VS
GQFAF -
M Accov"TW&VINT P.C. WN log
Www- -W. NOXOP46, FLUM VW* araff
D.G. E, IG, I
4
33 314*
FD(ED
HEIGHTOW
33 3W
BASH
HEKWOLO
11didailCadii
J- A-16 mm.* Na J1.1D
V-S
Rm DWUE= 4.
IAXJ LF . Q1
2 77
Ur By
M, 1!96 Pkxw Cdwri
TYP'.
Nung W w Law Aftak
tu
U�
lo0
A. Li4A? 11111ILL011t. P �E,
FLP.E.05MS
ANCHORAGE NOTES FCR BOX FRAME:
1. ANCHOR TYPES: I -WIM" LJLTRAWNS
2 - fig SQFtFW5
Z ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS.
HFAD - W MAX FROM TOP CORNERS
JMBS _ 9P MAX FROM TOP CORNERS*
(-NOT TO EXCEDE IN OF TOTAL LVINMV HE r-.KT)
6"MAX. FROM BOTTOM OORNERS
4" MIN. BELOW MTG. RAIL
$11. - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIFS USIN4i THE DWENSICINAL CRrrFRIA OF
NOTE 2.
11, ANCHORAGE SHOWN FOR BOX FRAMr; WITH OR WITHOUT
OP71OKAL FLANGE.
S. FOR INTEGRAL MAIL FIN FRAmE A4CHORAGF- SEE SHEET 11�
Ili WINOOW
TV
VIEWVaNDOW
7 52118'—
.6H FIXED
AH SASH
4nif SY7916 tLum W#Kk*Vl Laws AM"
J'NTS 1`10 - 11 1""" S191-1
'RODUCrREVISED
.i2icanVJVk&vftftF1wid9
MdUkgOnde
4-
P
Ar
NO, 5570b
4 ZZ
610 FF
-,Piomo
A. LY %k1IifW'P,E.
Ft. P.E.0 68705
2x WOOD BUCK
(SEENOTE2)
1/4" MAX. SH*A-J r 11TI"D1A.x1I12'NAL, 2x WOOD DILICK
5" MAX FROM (SEENOTE2)
CORNW&41A'rOc-_\ n F _9F
OPTIONAL
�d FLANGE
Iff DIA. x I Irr NAIL,
2 i/4MAY- FROM
CORNER&4IJTQ.C,
OPTIONAI. FL414M -4
JAMB W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
OPTII01NAL
IJ FLAWE
M
11M
INDIA. x I i17NAIL./
VMAXFROM
COFtNER & 4 Iff 0,C_ 2x WOOD SLICK
(SEE NOTE 2)
HEAD W/ NAIL FIN SILL W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
NOTES:
I . FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUINT-Y, USE IWDIA, X 1112" NAIL
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 V7. ix W"
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I 1t2"THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WWD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6M-T5 AND A MINIMUM OF 116'THICK. THE
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2X WOOD BUCKS. THE AHCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.
IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGESPACING FOR ULTRACONS MAY BE USED.
LUL I I MW I A I PER K4U"MWI.ErTfiRDA7W fWI/W
ImrectiroLogy W1b —=OF111 MICHORAGE DETAILS -
OAR tviaw a NO CM46E THS Swff HoKolialk IL 2711�
X;;WNW_ Vk?)l §Lnig! !� �n &Wndow
Ji IMMI No QMWW7W4aN=T P,Q, Ogg I= Mook"
NOKOLW FL SW4 NTS 11 -r 11
V�Jv VA.- EW~1 D.I.- I B-M, 1"Wg 18""
afiL OW/M 6HSW
iMIAM MIAMI-DADE OOUN'IY
I
on ]PRODUCT CONTROL SRcnON
04 ARTMENT OF PKRMFI-nNG, ILNVIROKM:ENT, AND RLGULATORY I 1905 SW 26 Street, Room 201
AFFAIRS (PERA) Miami. Florida 3317S-2474
BOARD AND CODIE ADMINISTRATION DIVISION T(796)315-2590 F(7W315-2599
NOTICE OF ACCEPTANCE (NOA) aidadcapylperal
PGT Ind-0—abilex
1070 Technology Drive
14orth Venice, F1, 34279
ScOPIF.:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. TU documentation submitted has been reviewed and ace"d by Miami -Dade County PERA -
Product Coptroil Scodon to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid aftor the CKpiratiou date stated below, The Miami -Dade County Product Contnol
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material twted for quality assurance -purposes, If this product or material fitils to
perform in the accepted manner, the manufacturer Mll incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves tile right to revoke this acceptance, if it is determined by Miami -Dade County Product Cofttrol
SeWon that this product or material fails to nvet the rquirements of the Applicable building coode.
This product is approved as described herein, and has been designed to comply witb the Florida Duilding
Code, including the High Velocity Hurfleame Zone.
DESCRIPTION; Serim "S'1445M Vinyl" White PVC Single Hung Window - t-M.I.
APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile
Irnpaof', sheets I thmugh 11 of 11, dated 08/07/08 with revision C dated 10107/11, prepared by
manufacturer, signed andsealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp vnth the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Lurge and SmWI Minile Impact Resistant
LABELING: Each unit 3hal I bear a permanent label with the manufacturer's name or logo, city, state,
roodel/wrics, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
rioted hcrein.
REMWAY, of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively afllec6ng the performance of thin product.
TERN13NATION of this NOA will oceir after the expirafion dab or if them has been a revision or change
in the materials, use, andfor manufacture of the product or process. Mintse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall SuItOnlaitiCally terminate this NOA. Failure
to comply with any secttion of this- NOA shall iv muse for termination and removal of NOA.
ADVERTTSEMENT: The NOA number Preceded by the words Miami -Dade County, Florida, end
folinwed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its onti".
INSPECITON. A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site athe request of the Building Offidial,
11his NOA revises NOA # 08-0820.14 and consists of this page I and evideace pages 13- 1 and E-2, as well
as approval dcourruentmontioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 11-1013.19
Expiration Date: Jsnuoiry$8,20141
ApprovrA Date.- December 48, 2011
Paige I
.1
WDUcr REWSM
canVJyh%wkh "Fie"
ouslahlBOWN " _' "
NN ovLYNN
..... Yee,
Na 88705
0, STATI'
.. ........
�,'ONAL
r,
A. LYNU Mffgh', P.E.
FIL P.E.# 58705
VAN
-t 1L -
8
7
1 6
4
NOTES *FAT' TRACK TYPE
SHOWN BELOW
NOTES,
1. IMPACT RESISTANT GLAZING OPTION- IMPACT 13 CA HORIZ ANGLE
13 CA ROLLER SLIDE ATTACHED TO
BRACKET WTH 5/16-18 BOLT & NUT
RESISTANT GLAZINC SYSTEM MAY BE INSTALLED
IN TOP OR INTERMEDIATE SECTION (WITH OR
IN CENTER SLOT AND 1/4-20xg/16'
WITHOUT DECORATIVE INSERTS). GLAZING SHALL 13 GA FLAG ANGLE
TRACK BOLT & 1/4-20 HEX NUT
THROUGH ANY TWO ALIGNING HOLES--�J
BE 1/4' POLYCARBONATE. MAXIMUM GLAZINC
DIMENSIONS SHALL BE 12.41" x 18.53' CUTOUT,
13 CA COMMERCIAL 'A' FRAME
FASTENED WITH #13 X 1- SMS: 3X ALONG THE 16 CA MIN HORIZ
_Z 20 GA CENTER STILE
TOP BRACKET ATTACHED WITH
HORIZONTAL AND 2X ALONG THE VERTICAL SEE TRACK
(5) 1/4 -140/8' SELF
DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS.
DRILLING CRIMPTI TE SCREWS�
2. 5/16xl-5/8"
N?N-IMPACT RE
JSTANT GLAZING OPTION - LAG SCREW (MIN 4
07-.
.090 MINIMUM SSB GLAZING IN MOLDED FRAMES AS SHOWN)
SCREWE) TOGETHER WITH A MINIMUM OF (10)
(4) 1 /4-2OX9/16" LARGE
ADD (2) 1/4-14.7/8*
#8xI" SCREWS INSTALLED IN TOP OR
INTERMEDIATE SEC11ON (WITH OR WITHOUT HEAD TRACK BOLTS OR
SELF DRILLING CRIMPTITE SCREW$
(INSIDE OF EACH END HINGE) 16 CA El qD STILE
D R -nc 1/4-20 STUDS WTH
EGO ATIVE INSERTS) MEETS UNIFORM sTA
WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 HEX NUTS
GLAD�G SHALL HAVE A MAXIMUM HEIGHT OF
15 CA MIN VERT
2" NYLON WINDLOAD ROLLER
10.69 AND A MAXIMUM LENGTH OF 16-94". TRACK
GLAZING IS NOT IMPACT RESISTANT AND DOES
NOT MEET THE REQUIREMENTS FOR WIND-BORNE
NTH 4-1/2- STEM
------
DEBRIS REGIONS, 1/4 - 2Cx9/1 6" TRACK
BOLT AND 1/4-20 HEX
-------
.3. VINYL OR WOOD DOOR STOP NAILED A NUT AT EACH JB-US
MAXIMUM OF 6' O-C. MUST OVERLAP TOP AND IAMB BRACKET LOCAT10N
SOTH ENDS OF PANELS MINIMUM 7/16- TO MEET
14 GA WIDE BODY END
Y
NEGATIVE PRESSURES-
5/16xl-5/5" LAG
T U
---.'HINGE ATTACHED NTH
UF
(4) 1/4-14x5/8" SELF
3
4. KEY LOCK, SLIDE LOCK. OR OPERATOR
REQUIRED.
JAMB BRACKET
TAPPING SCRE
--- ----
C
5, LOUVER OPTION - .040' MINIMUM LOUVERS IN
MOLDED FRAMES SCREWED TOGETHER WITH A
MINIMUM OF (10) #Bxl" SCREWS INSTALLED IN
T14E BOTTOM SECTION. LOUVERS ARE NOT IMPACT
RESISTANT AND DO NOT MEET THE
15 GA STIFFENED
NLUJIHLMLNIS �OR WINU-BURNE DLUHS
JAMB BRACKETS
16 GA NARROW BODY
REGIONS.
SEE SCHELDULE FOR
INTERMEDIATE HINGE
6. SECTION STEEL TO HAVE A MINIMUM 26 GA
QUANITY, LOCATION,
AND TYPE
ATTACHED NTH (4)
1/4-14x5/13' SELF
THICKNESS-
TAPPING SCREWS
7 THE DESIGN OF THE SUPPORTING STRU CTURAL
KEY LOCK OR SLIDE
LOCK ONE END (NOT
ELEMENTS SHALL BE THE RESPON9131LITY OF THE
REQUIRED NTH
14 GA BOTTOM BRACKET
PROFESSIONAL OF RECORD FOR THE BUILDING DR
STRUCTURE AND IN ACCORDANCE WITH CURRENT
BUILDING CODES FOR THE LOADS LISTED ON THIS
OPERATOR - SEE
NOTE 4). SIJOE LOCK
ATTACHED WITH (2)
1/4-140/8" SELF DRILUNG
------- ----------
DRAWING.
SHOWN FOR CLARIT.
CRIMPTITE SCREWS AND (1)
1/4-14x5/8' SELF DRILLING
S. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL
TAMPER RESISTANT SCRE
af
GRADE LUMBER . REFER TO JAMB CONNECTION
SUPPLEMENT FOR ATTACHMENT TO SUPPORTING
NOTE, (4) CTION SOLID
C ON 5 N
SEC ON 5 N
STRUCTURE.
DOOR SHOWN SEE SHEET
2 FOR U-BAR LOCATIONS
N
- ---------- -----
9. FOR LOW HEAD ROOM LIFT CONDITIONS. TOP
ON DOORS WITH OTHER
---- --
- -------------
BRACKET SHALL BE A 13 CA LIAR 7/4 TOP
SECTION QUANTITIES AND
BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8'
SEE NOTES 1 AND 2 THIS
B
SELF DRILLING CRIMIRTITE SCREWS IN UEU OF THE
SHEET FOR GLAZING
BRACKET SHOWN ON THIS DRAWING. U-BAR ON
OPTIONS.
TOP SECTION SHALL BE INSTALLED ON TOP OF
LHR TOP BRACKETS.
10. IN LIEU OF THE SHORT PANEL EMBOSSMENT
JAMB BRACKET SCHEDULE
SHOWN, LONG PANNEL EMBOSSMENT, V12 PANNEL
AMB
LOCA TION R�N: JAMB
OMFEACSEUNRTEED
EMBOSSEMENT OR NO EMBOSSMENT WAY BE
DOOR NO. OF B ACKETS
BRACKETS REONGIBOTTOM
USED.
HEIGHT SECTIONS (EACH JAMB)
OF TRACK (ALL DIMENSIONS ± 2")
FAT-7
2- (JB-US), 10 (JB-US), 21-3/4
(JB-US). 29-3/4- (JB-US), 39- (J8-US), 48- (JE3-US), 57-1/4-
(JB-US)
A I
14 CA MIN
EADPLATE
16 GA HORIZONTAL
5/160-5/8"-
TRACK
LAG
SCREW
15 GA MIN
AT EACH
TRANSITION ELLIPSE
JAMB
13RACKET
16 GA MIN VERT
TRACK
2 CA JAMB
BRACKETS SEE
SCHEDULE FOR
QUANTITY,
LOCA11ON AND
"NGR"
TYPE
TRACK TYPE
8
7
J DOOR I
6-6
4
__iTGR - _6
ZZ (SIU), Jtl J/4 (STD), t14-.5/4 6/ (�00). 1J_ (5 1 U1
FAT�7
2- (JB-U5). 10- (J8-US), 21-3/4" (JB-US). 29-3/4- (JO-US), 42" (JS-US). 52-1/2" (JB-US). 63-1/4" (JB-US)
71 C).
4
NGR-6
5 STE), 22" (STD). 35 3/4' (STD . 54-3 4 STE) . 67 STID . 73 SM
10 JB-US 1 18-3 4")Jf�l -11'. 36- CJB-Us�. - (JB-US). 74-1/2- JB-US)
7'-6-
5
NGR-7
Z �t,]U), " U (u I U), 1.5 �blo), tsz �blu�
�41
I
T
1 4 I,Jl:;-U�,�, YV3�44 -U�i,I, Jb tJtj-ub)_" till -US), 57-112' (JB-US), 75-1/2- -
'. -0.
5
GT _7
5 2- STU). 3b JZ4- (STO). 54-3/4-- (STD), 6T (STU), 73- (STU), 02" (STO)
NO W
I
REVISIONS
STATIC PRESSURE PA[I.\GS
APFROVED SIZES
DESIGN PRESSURE(PSF) 461 52
NIAX WIDTH: 9'
MAX HLIGI11 14'
INAPACT/CYCLIC RATED: YES
MAX SLCTiON HEIGHT- 21"
FBI
C
NOTE� �bi*i � hih�_
(JB AND NGR) FOLLOWING DIMEN90N DENOTES SLOTTED JAM8 BRACKET ATTACHED TO TRACK NTH 1/4-20xg/15" TRACK BOLT AND NUT AS SHOWN ABOVE.
MARK A. SAWICKI, PE
ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUCUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. 2501 S. STATE HWY 121, SUITE 200
LEWISVILLE, TX 75067
FL PE 72613
TX PE 106291
SFRIES 170-177) 180-187 PROFESSIONAL ENCINEER'S SEAL PROVIDED ONLY FOR A
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
DOOR
WIDTH
DOOR I
HEIGHT
UNIFORM LOAD EACH JAMB (PLF)
W-0.
184.0/-208.0
7+7n7 nl-234.0
VERIFWON OF MIND LOAD CONSTRUCTION DETAILS.
THE DRAWIN_ AND ALL OTHER INFORMATION CONTAINED HEREIN ARE THE CONFIDENTIAL AND PROPRiErAfN PROPERTY OF OVERHEAD DOW CORPORATION AND M AFFILIATED COMPANIES. THIS , DRAWING
AND INFORMATION , IN WHOLE OR IN PART MAY NOT BE COPIED IN ANY MANNER OR DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN CONSENT OF GVERHIEAD DCOR CORPORATION, NO DISCLOSURE OF
ANY OF THIS DRAWING OR INFORMA71014 IS INTENDED TO OPERATE AS A LICENSE OR AUTHORIZATION TO USE IT TOR ANY PURPOSE WITHOUT THE SPECIFIC WRITTEN CONSENT Or OVERHEAD DOOR CORPORATION.
- - I FINISH
WHOLE N/A G. TAYLOR 10/15/10 SERIES 170. 18OWL
I �, �, /A
UN NUM13ERS: t . INS9. 9' MAX WIDE
U�
.25, T 11 00&f3 X IT
..E -.1. - 14. .1 OF M. SAWICK
W09`1162M OVER FVVCflON Ax C3 RE 10/25/10 D- 411043
I 1 5 Xxx t .010 NONE � W. 11/23/10 1
REF OWC USED ON /16 AND-FS I _T F TJONG N.TS. I i,ma I or 2
6 5 1 4 1 3 2 1 1
'S'l N '2WS nI,/C7/LL I DNOrl 'A H DV3 :7NI.' 9L/I T
3NON X
�:to I, t -C] OL/GZ/01 IADIMVS 'A 38115VIVi n/ '+ OD9' kI3AO
im 0X310 .1� JO iiNn 1' T X, coc/9 OOG' 0.1 IQZ'
101M XVA .6 6SM Dt/9L/C1, 110"Ay.1 �Z. /N 1'00-/100� LGZ' WONn
IM09L 'U� S3183S v DO FQ-
11.� 1 1 N I HSINIA i'm
'NOUVWdWO HOOO OV3WK -40 ili[ISNOD N311M 31,1133dS 3111 IrICHiN 3sodand ANV bOA J) 3SA 01 NOUVZI"UfW UO 3SN3On Y SV 31WW360 oi. a3aNix si NouI
JO 3INTSOIN13 ON 'NGUVIIOd�103 WOKI ITUA&D JO AN3SNOO N3111M NOIbd 3HI InONIN 3NDAY 01 (11 1,K) 63NN" AW N! 03WOO �11 ION AVA '"Vd N W I
ONVAVUG SIHI ' RVd NV Hd J d NO0 HL N H NNIN NI
'sir#oa houondLsNoo mi uNuA jo NoLyouwA
UQJ AINO aNlIftcl IV35 5,03NITU 1VNOISSaA)8d
V I.BZ90� 3d X1
EI,9ZL 3d 1A
L909L Xi , 3111ASIM31
00� 311 IS LZL AMH 3VIS *S 09Z7
�_i "vni"wc 'w mw.
We
0
Cl
SNOISIIA038
I
�d,kl 'SNOLVOOI ]EILLS _11V IV
SM36DS 3I.Lidt"IND 01411�180
J13S R/1xV1 _ 0/i W
HIIM s8va-n Hoviiv
q NMOHS SV 031VO01
sdva-n is)i Do vo oz x (s)
Q HAM SHOOO NOLLGi3S (il)
LNtAGHS SY 03.LVDOI
s8ve-n isx Dig vo oz s W
H.UM SNOOD NOiL33S (9)
NMOHS SV 03iY301
says-n S>i 09 VO DZ C (9)
H.LMA SWIOQ NOLL03S (9)
LWOHS SY G3_LVDO1
suve-n isx Dig vo cz C (6)
HIN S8000 NOLL33S (t)
HS SV C131YOCI
31 IS>1 08 VO oz s (00
SdOOO NOLL03S (9)
9
9
I
31VN088V
M3U3S
3AV
FA
rMlowill
I
3yIV6J
)161IX3
S3iON <
a,
0
G
SA
'r, E Ivs
,�gy, A. 8.4 V
%
The Genuine. The Original. 0 E J 3 .0 3
2 ?61 - 4
do
Nrl/ 'V3
nuqjg��4&v - - :
Overhead Door Corpilliation
.1 W�13_ E "', '. "
2501 S State Hwy 121, Suite 200 STATE OF :.44
TX 75067 ei'i
&C 0
Phone 4695497100 STATE OF IU
Fax 469 349 72BI 0 R 111, 0 N
0 .. A,
o Jamb Attachment Ity
�w. erhoaddoor.com ' % -203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
.- N I;E� �% 201 and TAS
-0 R.% Me4hod of securing the door to the mounting surface is detailed in th�Qft�jen Supplement, P/N Narcoossee Rd. Orlando, FI 32822.
Ih 411241. 3. Test reports 85948.02-801-18, 85948.04-801-18, and 85W.06-801-18 tested in accordance with ASTM
November 13 2012 2. SCOPE OF EVALUATION %filial%0 E 1886, ASTM E 1996 and ASTM E330 by ATI.
Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Pressure Resistance. Since every 6. INSTALLATION 4. Installation instructions and supplemental data shoets prepared by Overhead Door Corporation.
door size cannot be tested, engineering analysis using a comparative analysis, as permitted per the Florida All drawings listed in this report are to be installed in accordance with the most recent manufacturer's published 9. CODE REFERENCES
Product approval 9N-3, were used to analyze the doors and make the wind load designs. installation instructions/drawings and this report. Florida Building Code 2010 Edition and/or Standards
Subject: Evaluation Report for Models 170-177, 180-187 The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these Section 1609 Wind Loads
3. USES instructions/drawings shall be available at all times on the job site during installation. Section 1715.5.3 TAS 202
The series number garage doors listed in Table 1 are used for residential and commercial applications with For information about the mounting of the door to the building structure surface, please reference drawing Section 1715.5.3.1 ANSI/DASMA 108
To Whom It May Concern: specified allowable design pressures. 411060. ANSI/DASMA 115
4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS TAS 201,203
SUBMITTED BY: General Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010 10. REPORT SUMMARY
Overhead Door Corporation The series number garage doors listed in Table 1 are sectional overhead garage doors and are constructed of Florida Building Code and shall not exceed the allowable transverse wind loads shown in the following tables: Upon review of the data submitted by Overhead Door Corporation, it is my opinion that the models as described
2501 S. State Hwy 121, Suite 200 galvanized steel sections with a two coat polyester finish. The doors are two-inch thicK raised panel or flush, in this report conform with or are a suitable alternative to the code standards and sections in the Florida Building
Lewisville, TX 75067 with tongue and groove sections. See table 2 for door designs and corresponding panel thicknesses. The Table 2: Models 170/180 Allowable Transverse Wind Loads and Impact Rating Code 2010 edition listed in section 9 of this report.
panels are 24 and 25 gage ASTM A653-00 galvanized FS Type 9 steel, and finished with an ASTM A525 made For Series Number Shown in Table 1
1. PRODUCT NAME up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end 11. LIMITATIONS
Reference Table 1 for product names iji.. ..A on . . iot-i � m., gii. A 6
W W V iP.
Section Type
Exterior
Steel
Thickness
Panel Design
Series
Number
Pan
25 Ga
Short Panel
170
Long Panel
171
V12
172
V5
175
24 Ga
Short Panel
173
Long Panel
174
V5
176
V12
177
Insulated
25 Ga
Short Panel, 1-5/8" Insul
180
Long Panel, 1-5/8" Insul
181
V12, 1-5/8" Insul
182
VS, 1-5/8" Insul
185
24 Ga
Short Panel, 1-5/8" Insul
183
Long Panel, 1-5/8" Insul
184
V5 1-5/8" Insul
186
1-5/8" Insul
nyreerence nUlISrepoillothemanufacturers mostrecent inTOrmation is a direct reference to the most
recent information submitted by Overhead Door Corporation to the Florida Building Commission as part of their
Florida Product Approval application for the drawings listed in Table 2 of this report.
This evaluation report and the most recent installation instructions, when required by the building official, shall
be submitted at the time of permit application.
The design of the supporting structural elements shall be the responsibility of the design professional for the
building structure and in accordance with current building codes for the loads listed in Table 2 of this report.
The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in
Table 2 of this report.
The garage door assemblies listed in Table 2 of this report are not approved for use in the "High Velocity
Hurricane Zone" as defined in the Florida Building Code.
12. IDENTIFICATION
Each Model series covered by this report shall be labeled with the manufacturer's name and/or trademark for
field identification.
Please feel free to contact me if you need any additional information.
go-%�* A- SAtV
4i 9, �, A,,,
0I .. L'% 0
Z
Note 1: The option code assemblies indicated in Table I have optional glaZmg that has been tested for impact -Z, P . 0.
-bars. Each U-bar is made of either 1 B-gage or 20-gage ASTM A653-00 steel with a minimum yield Sincerely, -b 'I I. =
STATE OF 14 U spanning U e�.�,Nl '26
"0
0 resistance, and therefore may be used with optional glazing in the wind bome debris region.
.0 strength of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating. The gage and
*-4 0 R i quantity of U-bar bracesvaries depending on the amount of windload resistance required andthe heightof the
8. SUBSTANTIATING DATA Jr a
door.
1* YONALS�%%% -r,. �51 STATE OF UJ -Z
i 1. Test Report Numbers ETC-06-976-18504.0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108-
11811111111 In addition to three-inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are
hrne,imiri %Atith %mirtinni ol"min"m t. j. . m n 1 9r,_i-h thii-k- rn91Z_TR .1"mi .11 Th. f i 2002 for transverse wind load and ANSUDASMA 115-2005 for large missile impact resistance by ETC KA L, A C i LI;
P- 11 �J. j, � . . a., u W, y R 1 1
telescoping post assembly. The outer member outside diameter is 1.75" wide x 4.00" long. The inner member Laboratories, 297 Buell Road, Rochester, N.Y. FL PE 72613 .........
outside diameter is 1.47" wide x 3.72" long. Reference drawing 411061 for additional information on the 2. Test Reports CTLA 1672W, CTLA 1672W-1, CTLA1672W-3, CTLA1734W, CTLA 1734W-1, and CTLA
installation of the post assembly 1734W-2 tested in accordance with Miami -Dade County Protocol TAS-202 for transverse wind load and TAS-
A
rw
Overhead Doortorporation A Subsidiary of5griwa Holdin, Overhead Door-,Corpvr4tion-�sb",y0sa Hadim Ove oration Asubiidiary
qs Corporation rhead Door Corp, 4anwa Holdings Corp* A Subsidliairy of Sarriwai I Jilton
Overhead jDoor Corp
oraficin
Door Tracks
All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum 16 gage
to minimum 15 gage, 33 ksi steel and finished with an ASTM A525 G-40 galvanized coating. The vertical tracks
are attached to the supporting structure with jamb brackets as specified on the most recent manufacturer's
installation instructions/drawings.
Glazed Section
The drawings listed in Table 2 of this report with glazed openings that meet the requirements for impact
resistance have glazing that is made of 1/4" polycarbonate constructed per drawing 410776 or an equivalent
product approved for use in Florida, and can be installed in the top or intermediate sections of the garage door.
These assemblies are available for use with the glazing option in wind-borne debris regions and are indicated so
in Table 2. The maximum glazing dimensions shall be 18.56" x 12.26,"
The drawings that are. not indicated for use in wind-borne debris regions with the glazing option are available
A
with a minimum of 0.090-inch thick standard SSB glass windows that are installed in frames and inserted in the
E.
top or intermediate section of the door. The glazing is not impact resistant and does not meet the requirements
Al d--X
for windbome debris regions, Refer to the most recent manufacturer's installation instructions/drawings for glass
N 9
size limitations.
VW. ell,
I
Wind Load Bracinci
-0 o L" , .
All drawinas listed in Table 2 of this renort are braced on the inside of the doors with three inch horizontal
Windload
Specification
Option do
Maximum Size
Positive
Design
PSF
Negative
Design
PSIF
Reinforcement
Glazing
Available
(Yes/No)
Door Impact
Resistant
(Yes/No)
Width
Height
411039
91-0.1
14'-0"
15.90
18.20
_
3", 20 gage U-bars
Yes
No
411040
91-0.
14'-0"
22.90
26.30
3", 20 gage U-bars
Yes
No
411041
9'-0"
14'-0'
26.90
30.80
3", 20 gage U-bars
Yes
No
411042
9'-0"
14'-0'
35.70
41.00
3", 20 gage U-bars
Yes
No
411043(')
9'-0"
14'-0"
46.00
52.00
3*, 20 gage U-bars
Yes
Yes
411044
16'-0"
14'-0"
12.40
13.80
3", 20 gage U-bars
Yes
No
411045
16'-0"
14'-0"
15.30
17.00
3", 20 gage U-bars
Yes
No
411046
16'-0"
14-4-
23.00
25.00
3", 20 gage U-bars
Yes
No
411047(')
16'-0"
14'-0'
30.00
33.50
3", 18 gage U-bars
Yes
Yes
41104WF)
116-0-
14'-0"
34.40
38.30 . 1
3", 18 gage U-bars
Yes
Yes
41104W)
16'-0-
14'-0'
46.00
52.00
3", 18 gage U-bars
Yes
Yes
411050
18'-0"
14'-0"
12.40
13.80
3". 20 gage U-bars
Yes
No
411051
18'-0"
14'-0"
18.50
20.70
3", 18 gage U-bars
Yes
No
411052(")
__T1
181-0"
14'-0- 1
34.40
38.30
3", 18 gage U-bars
Yes
Yes
10530'
870-
8-4-
34.40
38.30
3", 20 gage U-bars + (1) Aluminium Post
Yes
Yes
411054(')
181-01
8`4'
46M
52.00 1
3", 20 gage U-bors + (1) Altiminium Post
Yes
Yes
00
C0
OM=4
F
C0
a s t P r
5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series IN Fiberglass Door
INSWING / OUTSWING
"IMPACT'
GENERAL NOTES
1. this product has been evaluated and is in compliance AM the 2010 Eorilda Building Code (FBC) sinicturall
requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details, Anchor embedment to base material
shall be beyond wall dressing or stucco.
3. When used in the'HVHZ" this product complies Withsection 1626 of The Florida Building Code and does not
require an impact resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with
Section 16V�1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets
missile level "U'and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609. 1.2.4 of the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the sarna as ihat shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drov4ng require further engineering analysis by <3
licensed engineer or registered architect.
7. Outswing configurations meet water infiliration requirements for "HVHZ"�
8. Inswing configurations do not meet the water Infiltration requilierrients for Inswing units shall be
installed only in non -habitable areas or at habitable locations protected by an ove.rhang or canopy such
that the angle between the edge of canopy or overhang to sill is less than 45 cegrees�
ITABLEOFCONTENTS
S4ET If
DESCRIPTiom
I -
Typical elevaflon, design pressuLes, & 9,Lneml notes
2
Dooi ponel details
Horizontal cross Sections
3
4
5
verfical cros5 sectiorr;
Buck. nd IrWe -Qnc[��rind-ffbuck mosonry construction
6
From e anchoring - I X buc k mosoii� construc tion
_LBI�l
of rriateflais & components
SnLE
[COMP.)
1.27
137,
LOCK BLOCK
12V LONG WOOD) EXTERIOR
STILE REINFORCEMENT
ROOD)
r2 � HORIZONTAL CROSS SECTION
\12.1/
3515'MAX.
DOOR
PANEL WIDTH
SEE 141ARDWARE
CHART
0 0 2
C4
HARDWAAETAILE
MANUFACTURER AlIME
KNOB: SIGNATURE SERIES
KW=ET I DEADBOLT: SIGNATURE SERIES (780)
37MMAX. OVERALL
FRAME WIDTH
Z Z
2
LIU- :Q�-) i FOAM CORE
STILE P.) (POLYURErHANE -
(COM 1.9 PCFMJN.)
STIEREINFORCIEMENT
[WOOD)
Z
Z .1 AZ
5 - t4 q
0 z
111� JK
ffy. LFS
FL-15180.11
Sm
79;
001
8;1
ii ILI
42,61 X
56916 �<:
3�
C,
WOVEN
FIBERGLASS
INTERIOR
INTERIOR EXTERIOR 2
EXTERIOR
SMC SHEET
L)OOR SKIN DRAIL
0
D
11 11 11201
DATE; OV21112
BOTTOM RAIL SCAL- N.T.S.
(COMP.) oft. By: JK
CHK By, LFS
VERTICAL CROSS SECTION DR~ NO-'
FL- 15180.11
I- -L - T-1,
I-IMMIN,
1 2 EMB. (TYP.)
A
Z.
IT -01 IF M 1
Z 9; LP j I
0 X1
INTERIOR 40
E
�ki e 2
� 3 Ilk
0(� T3
pEXTERIOR
<1
1-1/4�MIN. r3 HORIZOWAL CROSS SECTION 1-114"MiN.
d EMB. fTYP,) Shown w/I X sub -buck 0 Z:
11 EMB, RW.j
A
4)
TC OL C B
C-SINK C-SINK
ITYP-) (TYP-)
20 21 0
Z
0
7 11
INTERIOR INTERIOR
(�4�O
4
Id Z
VATF� 02121112
L 4
-9 -bD
EXTERIOR EXTERIOR SCA'L' N.T.S.-
-1.1 DWG. 11* jK
HORIZONTA
L CROSS SECTION
swing DRWM W--
Out. ON FL-15180.11
g=g sh:dwn - in ('2--� HORIZONI
also approved
0
EXTERIOR INTERIOR
VENTICAL CROSS SEC71ON
?1L-4--P1P1%1= - k1swing
EXTERIOR
INTERIOR
/'3 '\ VERIICAL CROSS SECTION
\,±�/ Outswing configvmffon
EXTERIOR
INTERIOR
4
4.
4
15
A
20 'AAA
INTERIOR
/-2 VFRnrAJ rgntt CtrTIN-IM 6
R,
r4"'\ VERTICAL CWSS SECTION
inswing configuration
lee
to, 1=71C,116:11%1=1
requirwmints
ITE 02121112 5
9L. N.T.S.
00. ift. jk
K. ffy.. LES
am INA.
FL-15180.11
eDK'V -N *3'd VIUMPS 'A UOPUAI
-'?-*-r2 -2 &4
NOLLM&SNOO AdNOSM XMIET
iff ONISOHONV 3MIJ (INV X3118
SNOISIA38
U)
-1
3.Lva
'ON
C1,96 '-Nzx�njo -1-14PP-0
.--1&13 �- N-8 -PV-U
:),19V(3SSV 80 lWd
--
"
01 -
-J
0
IN
"tWOWT1�9 :*cN -1d
Vs= U "A -A OCZ --0 '0'
800a SSY198MILI
*3NI OddLSV7d
g
01
'ONI 19.LWx1rrP= ON11(runiAw
0
� 4 �i
AL -.6Z
111IN10 NO
XV16111
Lu .0
14
Z M
0 Z
90-
wo
83IN30 NO
01
!2 0-
,E 0
U
U9
.16
c
a) t)
E c o)
12 Z.
P
beg
c e E
0 28 ru-
E
R'2 -0
22
rz
15,0
uik-
�2
9--21 1
cc M :C)r -,0
U
8
Q: =0 -4)
Qr
- 8
3 JQ
C4 6
'"I Ad%Wt' 109t
I
FWd\5J9P10A PWOJAMWOM - V).1
--edoK,), *ON wd 1PjW40S 'A UOPUAl
AL -x -
NOLLOfI&SNOO AHNOSM
A309 X1 ONWOHONY 3MIJ
SNOISIA38
- -
-
1 31YO
(n
P-S -PP-LA
-XISPOSW Ho IWd
45W6M*rL2 :'-N --4d
U -4-4-A OCZ -.9 W.1
Ax
800a SSVl0&-J8U
'ONI 08casyu
0
2:
I I-
;Ae P--d--d
-nMOdd
R
,
,
X
-11Z
If
E c'
LD
.9
113IN30 NO
U
cc
<
C 4)
=2
<
M
.2
C
g
R
e - (3
0
a) .4 0
-a
0
t2
Lu
Z
ED U'u
A.8 Z
0
:.1- 0
u
05V
0
U (D
r 0
9-
t2
0 C Uj
or ;R
Z U a
06
x ho
18
CU c
5 0, ER
2
01S S
"
U U U
�4 vi
C4
C44 1 2 1 4� I
:a_
U,
1: -
0
U
=.-.J,:,
1;�:
, IVIA
co
- ----------
,all R�N nONCIn QN-11HE M-h 60CE a
80+1* -4n.4-s _4 U.PUAl SNOiSIA38
STV1d3iVH 30 ills v s3anSS38d
N51SIG 'SIK30 IWOS 31VO 'ON o,
Mr S-71V13a Gay -L U'.
15-3 I-10-1-c! J- P-8 M-Ld c)
-A-IE1n3SSV HO 1&d Ar__ Slivi3a Clay (VE/c- 01
4816'699-C&g :--N EQo4d 1L ow 010e 80.4 3Lvadn wb7z
VIDA Ora 8 '0* iwos ivniviAnw
s1NV1_=400 oNicnins
SOFFIT AIR FLOW TABLE :A8 P--d -71.o_na0Hd
AIR FLOW AIR FLOW
I SOFFIT TYPE SOFFIT TYPE z
U z z LU
z to
!a
Z.
M. VENT
NmRow 1 391 :2 71% .125"
-4 9 �
PATTERN z
0
W = UJI 0
E FULL MIT I q ENT
ad
AMERICAN CONSTRUCTION METALS PAN
-1 PATI 111.14 8.15% ERIN 11.74 �8.15% >
FULL
D 0 D 0 0 011 0 j� 5 i cc
kto %% ?6 c - - < t
5 140 West Offlon Street q 2 0
IL ULL VENT MBF 3.69 FULL VENT Al 0
IF 2.56 3.69 2.56% 0 D 0 0 0--j
Tampa, FL 33634 > Ul M
PATTERN UJI E
I _ I lI. `% - , X I ;I
E D 0 0 z
0 0 0 a DO
U
n n n n n n z
Lu 0 _i�
"TRIPLE 4" & "QUAD 4" .54e - LOUVER PATTERN JFUUL SCALEI b _J 2 - - - - - -
.25' - C13 1
FORMED IN SAME U
DIRECTI N AS RIBS)
ALUMINUM SOFFIT .0T LU
-.0157
TRIPLE 4 (M) 0
T-4-0:2 �.O� 15"THICK� 114�
T-" 4 .0 WTH .76-
CK >
4",6'OR 8!'
.3 m
Cd IUIJ
VIEW "A-R'(4 x SCALE
k UJI <
F�S 1� �H!NNEIL
Al 'J FULL VENT -WIDE PATTERN
GENERAL NOTES in
Al. __I�CHA
Al n.:NEI tAZ,/ (Louvers formed in some
o UJ rJJ
Dirlectiorl os ribs) o
1. This product has been evaluated and is in compliance with the Florida
El
Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). -11�
COVEPkGE fREF) (J Rib ISYM) zl�
33" Rur"DuT
2. Product anchors shall be as listed and spaced as shown on details. Ol .73" 5.
Anchor embedment to base material shall be beyond wall dressing or +2' C,
_O* .031 I.R. .4T .125'
stucco. 40' z
W) -.07 0
40'
W __/ 7.- 0 0 0 0 0 0-
z
U U U U U-0--J z
.4 160
2 Q 0 1
3. Site conditions not covered by this drowing are subject to further F0000000 0 8 v)
a
engineering analysis. .33: D 0 0 0 U 0 Ll 0 14 0 @ R
_&Z
Lq
RIB AND END DETALS 0 0 0 0 0.0 it R 9 � 0 w) 0
4. Wood/CMU wall construction, by others, must be designed properly to U U U 0 U Y3 4 Ld . E� d
S2 9 lo lo 0
receive loads from the soffit and/or Z'x 2" batten strips. 12 COVERAGE - 0 0 a 0 0 z hl, th G
z �g!o
c, z z ?:
LOUVER PATTERN X
PITCH 25/ff' -TWINHAVAIL11111011OUVIIII (LOUVERS FORMED IN SAME <
u t
DIRECTION AS RIBS) 1 12
zm 23 2 __Z3 zm 00 cdo
SIN
TABLE_6F_C&ii6 :� Ed 00 ul t5 z 0
SHEET III DESCRIPTION "7 g, o <
z
0.38T
I Typical elevations & general notes X < < < < <
2 Panel details M140 a i x V
:E: I= � u5
6 b E4 k-
-tt- V! 1,
'COVERAGE
ATF-. I/q/09 NMI DATE- 0 1/0 1/09 1z
a <0z
3 Sofflt details & design pressures N.T.S. .69" (REF) I o U,
scolL N.T.S_ 1
4 Soffit details & design pressures 4.00TITCH 2 62'
JK WIDT-H AVAILAKE FOR LOUVERS
Ures & QUAD 4 (G4) UYP. 4 PLS) DM. fff�. JK 3:
Owl Ely, LFS rw. BY. LFS UJ z _� cli
0-4-0�21.0�15"Tlilcrj , -Tz\ (Lou�ers formed In some direction as rib_s) DIMINO NO.; a
S__ esign press bill of _mcte ow. BY. �8F
5 1 offitaet-aills,_8 dais _��J
q)�
Q-4-0 4 .0 35- THICK) iii�-mw No...- --- - o Lt.��EI�NAR IN PATTERN
FL- 12019.1 13
.a FL-12019.1
;Hm 2 OF 5
oe
z
0
0
z
:E
ad 0
0 I:=
z 0
8 <>1 ro
04 Ix uj 0:E
U O_
�; a to is
(j
0 .0
L0
12 0 0
<
,2 3 z t; J d
DESIGN PRESSURE (PSF) :E . '3
F_ q q _,�' z 0
SINGLE SPAN LENGTH tr, z x "I z
"A" POSITIVE ROOF OVERHANG z Et :�_
NEGATIVE cK
SPAN A R � -
SPAN A SPAN A ANG - z t2 , < k . 0 a
SPAN A SPAN A ROOF OVERH z z
ROOF OVERHANG W. 6 A 6
+70.0 -141.0 SEE NOTE 2 < I <
ROOF OVERHANG ROOF OVERHANG .9.
0*5 . . 6 m 2 5 z
i ; . z 0 x 14 < K 9
ROOF _z ROOF ROOF z 4t: Eo t-4 6 _Z;
ROOF ROOF 5 FRAMING +60.0 -60.0 1 ? !-
FRAMING FRA.MING FRAMING n FRAMING n 11 U ':
D >,j 0
0
12"
ALUMINUM +50.0 _S0.0
ALUMINUM a - I r, I (S ALUMINJI I
za ALUMINUM
FASC:M 1! 2 1
I . FASCIA FASC�A
.2 U. 14" +38.5 -38.S
TR T co; 12 TRN TRM
CHU OR
SEE DETAIL AV� k A SEE DETAIL W IL d. M1 SOFFIT WOOD NOTE' WOOD '00
A
> 16" +30.0 -30.0 - - - - - - - -
SOFFIT IT7
CHU OR SOFFIT CHU OR
WOOD WOOD woo
SOFF CMLI OR r 3 CHU OR
FRAMED SEE DETAIL " C FRAMED FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SOFFIT FRAMED
SEE DETAL " B SEE DETAIL D' SEE DETAIL " C " --J SEE DETAIL E" SEE DETAIL F BY THE ARCHITECT OR ENGINEER OF RECORD SEE DETAIL G'
vA_ - 4- - 2.12d COMMON NAIL OR 3/16* ITW CONCRETE SCREW
SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNEL (MIN. 1-1/47 EMBEDMENT) @ 24- ON CENTER SEE DETAIL E
(Shown wf truss/fran*g cantilever) 0: SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNEL tz
(Shown w/ truss/framirg candlever) (Shown w/ truWframing cantileve,) ,d �,,
(Shown w/ brLiss/framing overhang)
SINGLE SPAN ILENGTN DESIGN PRESSURE (PSF) (Shown vil trL*s/fTan*v overtwq)
TRIM NAIL ATTACHED
STAPLES INSTALLED 0 1 T D.C. (INTO WOOD)
POSITIVE NEGATIVE THROUGH FASCIA NOTE: TRIM NAIL ATTACHED
fINTO WOOD OR MASONRY) _j
@ I a O.C, MAX. FOR SQUARE CUT OVERHANG, IN J-CHANNEL SLOT OR T-NAIL @ IT D.C. M THROUGH FASCIA STAPLES INSTALLED @
8. b 221 IT O.C. (INTO WOOD)
+70.0 -141.0 TRIM BOTTOM OF FASCIA FLAT ca WO.C. MAX. ;ii!
AGAINST PANEL m o STAPLES INSTALLED @ 24" O.C. (INTO WOODI IN J-CHANNEL SLOT 91
STAPLES LOCATED a o OR I -NAIL @ I TO.C.
o re ON F-CHANNEL LEG OR T-NAIL 0 ITO.C. STAPLES LOCATED
IV, +60.0 -60.0 24'O.C. INTO FRAMING -7 w (INTO WOOD w
(INTO WOOD OR MASONRY) 24'O.C. INTO FRAMIING a.
140TE: FOR SQUARE CUT OVERHANG, OR MASONRY)
r7-) hc �,( &i
12" +50.0 -50.0 TRIM BOTTOM Of FASCIA FLAT AGAINS7 PANEL to
-1 �, fl
14" +38.5 -38.5 STAPLES LOCATED
24'O.C. INTO FRAMING 11 8
14" 1 8
1 +30.0 -30.0 1 a 11 !1 - k
In STAPLES INSTALLED @
NOTE: WOOD FRAMING AND CONNECTIONS TO BE STAPLES INSTAI I "1 2 IT O.C. (INTO WOOD)
DESIGNED BY THE ARCHITECT OR ENGINEER END OF PANE
ANZ N
OF RECORD 2 lie, IN F-CHANNEL SLOT OR c4 V)
O.C. Q:
MAX 0� T44AIL 0 17 O.C.
5 10 LL oc (INTO WOOD OR MASONRY)
JSEE DETAIL SHEET 5)
I" MAX. - - - - - - - - - - -
DETAIL A
DETAIL In C STAPLES INSTALLED
Fascia
oz
z E-7 #1 1 "MAX,
J-Channel Y'MAX. O.C.
END OF PANEL AND
I
MAX.. (SEE DETAIL -J ", SHEET 5)
DOD) FMAX. LI
STAPLES INSTALLED 4 2,VO.C. (INTO WL I i8!'MkX.
>4 T1
ON F-CI IANNI1 LEG OR I -NAIL 0 17 O.C. I" MAX
(INTO WOOD OR MASONRY) Z STAPLES WALLED IT O.C. (INTO WOOD) 1/8" MAX. 1/9/09
IN J-CHANNEL SLOT OR T-NAIL @ ITO.C. ICNLE; N.T.S.
3 N.T.S.
- STAPLES INSTALLED @ ITO.0 (INTO WOOD) M. BY: JK IN om BY. JK
118"MAX, IN F-CHANNEL SLOT OR T-NAIL @ 12"O.C.
5 DETAIL " D DETAIL E DETAIL F cm
cHr BY: DETAIL " G I�s
UO (INTO WOOD OR MASONRY)
J-Chonnel DRAVANO NO: Fascia F-Channel NO --
DETAIL " (1- J-Channel
Fascia FL-12019.1 13
FL- 12019� 1 13
F-Channef a
sHEET �L or _5
\UI I I R,.O
sHm7 4 OF 5 a
�Q����t� ��Q�
���
\°
Q'