HomeMy WebLinkAbout4541 Eagle Ranch DrIN
WINDOW AND DOOR SCHEDULE
OPENING;
MARK
CALL
OUT
MANUFACTURER'S
MODEL # OR SERIES NAME
WINDOW SCHEDULE
W-1
SH35
PGT SH500 SERIES
W-2
SH25
PGT SH500 SERIES
i
SLIDING GLASS DOOR & GLASS DOOR SCHEDULE
D '
3068
ERMA TRU CORP
D#-2
16070
EAD GARAGE DOORS
PGT INDUSTRIES OVERHEAD GARAGE DOORS
1070 TECHNOLOGY DRIVE ANDY HLAVATY&ASSOC.
NOKOMIS, FL 3427S P.0 BOX 741336
UALi.AS, 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,lR 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-11 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.
NOTES
G.C. TO VERIFY ALL CONDITIONS PRIOR TO
COMMENCEMENT OF PROJECT
ALL NEW EXTERIOR WALLS OVER
32"W ARE SHEAR WALLS.
SEE PAGE Sl
FOR FLORIDA
MECHANICAL
CODE 301.13
FOR MOUNTING.
FWA
SH25
TOP A 6'8"
SH25
TOP (CD 618"
SH25
TOP a 618"
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Ai-L ikPPLJCABLE BUll-DIING,
I E A
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LIVING: 1327
GARAGE:
480
ENTRY:
12
TOTAL:
1819,
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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.
v
CEILING OUTLET FIXTURE
*PC PULL CHAIN FIXTURE
WALL MOUNT FIXTURE
FAN PREWIRE FIXTURE
0 RECESSED OUTLET FIXTURE
0 VENT FAN FIXTURE
V DUAL W.P. FLOOD FIXTURE
0 DUPLEX OUTLET
OGF GROUND FAULT OUTLET
01" 1/2 SWITCH OUTLET
0 220V 220V OUTLET
O'p WATER PROOF OUTLET
$ SINGLE POLE SWITCH
43 3-WAY SWITCH
41 4-WAY SWITCH
4b DIMMER SWITCH
*Lv LOW VOLTAGE SWITCH
4wp WATERPROOF SWITCH
4GD GARBAGE DISPOSAL SWITCH
v TELEPHONE
(D SMOKE & CARB. MON. DETECT.
t TELEVISION OUTLET
Lu DOORBELL CHIME
CE25 METER W/GROUNDING ROD
SERVICE PANEL
OVERHEAD
SERVICE
METER BREAKER BOX
200 AMP
CONDUIT
BLOCK WALL
GROUND ROD
GRADE
LIFER BOND
20'#4 CU MIN.
SERVICE DIAGRAM
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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
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12"W X 20 "D
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12'WX20-D
CONIC. MONO.FTG.
ONC. MONO.FTG.
W/ 2#5 REBAR
VERTICAL CELLS
W/ 2#5 REBAR
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VERTICAL REBAR MAX V-8"O.C.
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BOND BEAM & FOOTING.
ELEV.
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oil MAIN FLOOR
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CONCRETE SLAB REQUIREMENTS SLAB
TO BE 4"MIN. DEPTH, 3000 PSI CONCRETE W/FIBER
MESH OVER 6 MIL POLY FILM VAPOR BARRIER
(LAPPED 12' & TAPED) ON CLEAN, COMPACTED SOIL
WITH BORACARE TREATED FRAMING.
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TRUSS CONNECTIONS
UNLESS OTHERWISE NOTED, USE SIMPSON HHETAL20'S FOR TRUSS
TO MASONRY WALL CONNECTIONS.
USE SIMPSON MTS16'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.
ROOF LAYOUT
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STRUCTURAL SPECIFICATIONS
LGENERAL
1. SUBCONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION
TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED.
THIS INCLUDES, BUT 18 NOT LIMITED TO, T14E ADDITION OF WHATEVER TEMPORARY
BRACING, SHORING, GUYS TO TIE -DOWNS TWAT MAY BE NECESSARY.
2. SUIBCONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF WIS, WOW DLPJNG CONSTFUCTION.
3. APPLICABLE 5UILD]Wx CODES: - FLORIDA BUILDING CODE (2010, RESIDENTIAL EDITION)
4. DESIGN LOADS:
A ROOF. LIVE LOAD- 20 PSKMINIMUM).
DEAD LOAD_ 10 PWSWINGLE) 20 PSF (TILE).
B. FLOOR- LIVE LOAD_ 60 PSF BALCONIES, 40 FOR ALL OT14ER ROOMS
DEAD LOAD-10 PW
C. SOIL FTMOSUFS: 2WO PSF (ASSUMED MW.
5. STRUCTURAL MEMBER ALLOWAIBLE DEFLECTION
Rafters havirig slope& greater than 3:12 with no finished calling attached to rafters
LAW
Interior wells and partitions
44/180
Floors and plastered c4ollings
L/360
All other structural members
L/240
Exterior walls with plaster or stucco finish
141360
Exterior walls -wind loads with brittle Finishes
W/240
Exterior walls-wInd loads with flexible rintshes,
L/120d
I-Intals, supporting masonrtj vanear walls
L/600
6- ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS
SMALL BE RESPONSIBLE FOR TI-E CONTENT OF DRAWINGS, AND FOR THE
SUPPLY AND DESIGN OF APPRoMIATE MATERIALS AND WOW
PERF-ORMANCE.
1. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SMALL
BE APPLIED, INSTALLED, ERECTED, USED, CLEANED, AND CONDITIONED IN STRICT
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
11. SITE WORK
1. FOUNDATION DESIGN, IS BASED ON A MINIMUM SOIL PRESSURE OF 20M PSF. IF A SOILS
REPORT WAS NOT PREPARED, T14E CONTRACTOR 15 RESPONSIBLE TO RETAIN A
GEOTEC44NICAL ENGINNEER TO CONFIRM THE SOIL CONDITIONS. SHOULD FIELD
CONDITIONS INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, T44E CONTRACTOR
SMALL IMMEDIATELY NOTIFY ENG;INEER Or- RECORD.
2. THE SUBGRAIDE UNDER THE NEW CONCRETE FOUNDATIONS SMALL BE COMPACTED
TO T15% OPTIMUM DENSITY. SOL COMPACTION TESTS TO BE TAKEN BY A
QUALIFIED SOILS LA5 PRIOR TO POURING ANY CONCRETE.
3. FOOTING;5 SHALL BE NEAT EXCAVATED WHERE 1005515LE WITH SIDES AND TOP EDGE$
FREE OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION 15 NOT POSSIBLE,
FOOTINGS EXCAVATION SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED. ALL
FOOTINGS WITH FORMED EDGES SHALL BE 5ACKFILLED FROM 50TTOM To TOP OF
FOOTING: WITH SELECT FILL. THE 50TTOM EXCAVATION SHALL BE CLEAN AND DRY
WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT 5EARIW3 SURFACE.
4. PROVIDE SOIL TREATMENT FOR TERMITES PER T14E 2010 FBC, RESIDENTIAL.
111. CAST IN PLACE CONCRETE
1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM CCIMPRESSIVE
STREWSTHS AT 28 DAYS:
a.) FOOTINGS, SLAB -ON -GRADE, SLA15 FILL 2500 PSI
bd MASONRY WALL TIE BEAMS, TIE COLUINS--2500 PSI
2. CONCRETE SHALL BE FMADYMIX PER ASTM C134:
a.) PORTLAND CEMENT - ASTM C11570
b-) AGG%WG;ATES - ASTM C33 (3/4" MAXd
cd NO CALCIUM C44LORIDE
dd AIR ENTRAINING - ASTM C260
a.) WATER REDUCING - ASTM C4134
0 FLYASH - ASTM C618-18 CLASS F (20 % MAX-)
g.) WATER - CLEAN, AND POTABLE
3. REINFORCING STEEL: ASTM A615 GiRADE 40, DEFOR1'IED BAR$.
4. REQUIRED SLUMP RANGE - 3" TO 511.
5. WELDED WIRE FABRIC: ASTM AIDS
6. MOISTURE BARRIER. (P MIL POLYETHYLENE.
'I. CODES AND STANDARDSt
a.) ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR 51,111-01WIS."
lod ACI 305 "REC4X1MENDED PRACTICE FOR HOT LUEAT14ER CONCRETNG.11
cJ ACI 318 "51LDG. CODE REQUIREMENTS FOR WINK CONCRETE."
dd ACT 315 "DETAILS AND DETAILING or- CONCRETE REINFORC-EMENT.11
MINIMUM LAP SPLICE - 40 BAR DIAMETERS UNLESS NOTED OTI-ERWISE.
Ti. CONCRETE FINISHES SMALL BE PER CONTRACTOR'S SPEC'S.
10. Sl9WONTRACTOR IS RESPONSIBLE FOR T14E R DESIGN AND CONSTRI.ICTION
OF: ALL FORMWORK SHORING, AND RESWORIW%
It. REINFORCING BAR COVER -
ad FOOTINGS 3"
bd COLUMNS 1 1/211
cd BEAMS AND WALLS 1 1/2"
old SLAW 3/411 (INTERIOR), 1 1/2-1 (EXTERIOR)
12. C-04CRETE SHALL BE PLACED WITHIN W MINUTES OF: BATCH TIME.
13. PROVIDE CORNER BARS AT ALL WALL FOOTING COWERS TO MATC44 HORIZONTAL 5ARS.
(2511 MINIMUM LAP).
14. ALL IBUILDIW-v SLA156-ON-GIRADE SHALL BE NOMINAL 411 THICK, FIIBER-MESW CONC. OR
REINFORCED WITH bx&-UA W.W.F. ON 6 MIL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS.
15. ANC14OR BOLTS FOR WOOD PLATES To CONCRETE OR MASONRY (ALTEWATIvESh
a. J BOLTS - USE 1/21' X 811 BOLTS WITH 6" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED
PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWIW2S.
b. EXPANSION ANCHORS - USE 1/211 X 4-1 EMBED, WILTI KWIK BOLT 11, OR EQUAL, AT LOCATIONS
(OTHER THAN EDGE CONDITIONS) N LIEU OF 1/211 X 811 "Ll" BOLTS.
c. EPDXY ANCHORS IN CONCRETE - USE 1/2" X 4-1/411 IMBED, WITH WILTI C100), OR ANC44OR
BOND BY CELTITE, INC., AT EDGE OF: SLAB CONDITION WHERE BOLT IS LESS THAN 611 To
A CONCRETE EDGE.
d. EPDXY ANCHORS IN TOP OF BLOCK WALLS - USE THREADED ROD (3/411 X A&-5/811 IMBED) ON
TOP OF 8" MASONRY WALL$ WITH WILTI HIT C-100 ADHESIVE OR ANCI-M BOND, WHEN 1/211 X all
"J BOLTS ARE OMITTED.
ICP. FOOTNG SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOL BEARING PRESSURE AND
CONSISTED COMPACTION. CONTRACTOR SMALL BE RESPONSIBLE FOR FOOTIN36
COMPLYING: WITH THE DESIGN REQUIREMENTS Or- SPECIFIC SOIL CONDITIONS.
11. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLA56 AND
A5UTTIW_s CONCRETE OR MASONRY WALLS OCCIJIRRING; IN EXTERIOR OR UNHEATED AREAS.
IV. MASONRY -
1. 14OLLOLU LOAD BEARIWs LINITS (CMU) SMALL CONFORM TO ASTM CW, NORMAL WEIGHT, TYPE 1, GRADE N.
MINIMUM NET COMPRESSIVE STREW-sT14 - ISM PSI.
2. MORTAR SHALL BE TYPE M OR 8 AND CONFORM TO ASTM C210.
3. CONCRETE GROUT SMALL CONFOW TO ASTM C416:
ad 3000 PSI AT 28 DAYS.
bd 3/911 MAXIMUM AC<*RECxATE.
cd 8" - 11" SLUMP. ,
4.15ARS WALL HAVE MINIMUM CLEARANCE OF 1/211 FROM MASONRY. T14E CLEAR DISTANCE
BETWEEN BARS SMALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 111.
S. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENINGS OVER 4 FT. WIDE,
UNDER ALL GIRDER LOADS, AND NOT TO EXCEED 8011 O/C FOR STRAIGHT WALLS, OR AS SHOWN
ON THE DRAWINGS. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI W DEWREE
STANDARD HOOKS INTO FOOTING, AND TIE BEAMS.
ro. REINFORCING BARS SHALL ME STRAIGHT EXCEPT FOR BENDS AROLM CORNERS AND WHERE
BENDS OR HOOKS ARE DETAILED ON THE PLANS.
1. REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS WI-IEFE SPLICED AND SHALL
BE WIRED TOGETI-ER.
S. WHEN A FOLNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SMALL NOT BE
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A
CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL
WALL REINFORCEMENT.
13. CLEANOUTS SMALL BE PROVIDED IN THE 50TTOM COURSE OF MASONRY IN EACH GIROUT
FOUR WI-IEN THE POUR WEIGHT EXCEEDS 5'. PROVIDE 4" X 411 05SERVATION MOLE To
VERIFY CONCRETE G;ROUT PLACEMENT.
10. PLACE ALL MASONRY IN FAkNIN63 50NO WITH 3/811 MORTAR JONTS. FRDVOE COMPLETE
COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY
MORTAR WEBS IN ALL COURSES OF: PIERS, COLUMNS, AND PILASTERS AND
AND ADJACENT To G;ROUTED CELLS.
Il. PROVIDE 8" X 8" PRECAST REINFORCED CONCRETE LINTEL$ OVER ALL MASONRY OPENINGS
NOT SHOWN TO WAVE A STRUCTURAL 5EAM. MINIMUM END BEARING - 411
REFER To LINTEL SCHEDULE (MINIMUM CAPACITY OF IOM PLF).
12. PROVIDE METAL CAVITY CAPS, 6" WIRE MESH, OR DUR-0-STOP BY DUR-A-WALL, NC, "FE
REQUISED To RETAIN GROUT N VERTICAL CELLS.
V.CARPENTRY
1. DIMENSIONED LUMBER SMALL Me DRESSED 646, AND SWALL BEAR THE GRADE STAMP
OF T14E MANUFACTURER'S ASSOCIATION.
2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
3. ALL STRUCTURAL 15EAMS AND HEADERS SHALL BE SOUTI-EW YELLOW PINE (SYPJ NO. I
GRADE OR BETTER, WITH SINGLE MEMBIER (UNIFACTORED) STRESSES AS FOLLOWS.
FV - W PSI
r-- - %I& PSI
E - 1,60CAPM PSI
IS% MAXIMUM MOISTURE CONTENT
A, FRAMING LUMBER SHALL BE 02 SPRUCE -PINE -FIR OR BETTER-
B. INTERIOR NON-LOAP BEARING WALLS MAY BE UTILITY GRADE.
4. ALL LU15ER IN CONTACT WIT14 MASONRY OR CONCRETE SHALL BE PRIESOWIM TREATED.
S. PRESSURE TREATED LUMBER SHALL ISE IMPREGNATED WITW A CCA SALT TREATMENT IN
ACCORDANCE WITW FA TT-W-511 AND BEAR T14E AMERICAN WOOD PRESERVERS
INSTITUTE EQUALITY MARK LP- 2.
Co. SHEATHING FOR ROOFS AND WALL$ SHALL BE APA RATED (EXPOSARE 1) SHEATHING:
WITH EXTERIOR GLUE. ALL ROOF: SHEATHING TO BE INSTALLED WITH PLYCLIPS.
(MAXIMUM 2411 O/W SEE DETAILS FOR SHEATHING THICKNESSE&
1. NAIL ING FOR PLYWOOD ROOFS AND WALL SHEATHING SWA� BE ad C421MONS 0
411 O.C. a PANEL EDGES, AND 611 OZ. INTERMEDIATE, FOR 1/211 SHEATHING OR
LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL$ (1/4110
SMALL BE (or) COMMON o 411 O/C AT PANEL EDGES, AND do o1c INTERMEDIATE.
ALL FLOORING MATERIAL TO BE 3/4" T4G PLYWOOD, NAILED AND GLUED TO FLOOR
JOISTS. FLOOR NAIL WITH 10d NAILS AT 3" O/C AT PANEL 8, CP. O/C N THE
FIELD. ST R NAILS AT 2" O1rC AT BUTT ENDS OF: PLYWOOD SWEATWW-.L
S. INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 81-ON MAXIMUIM.
INSTALL BLOCKING; IN ALL BEARING WALLS AND PARTITIONS OVER cil-ON 0
MID-14EIG44T. BRACE GABLE END WALLS AT 41011 O/C WHERE WALL FRAMING IS
NOT CONTINUOUS FROM FOUNDATION To ROOF, OR AS SHOWN ON DRAWINGS.
10. ALL NAILNG *0 BOLTING SI-IALIL COMPLY WITH RlERCAN WTITUTE OF TI CONSTRUCTION
REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SMALL BE C%ALVANIZED.
II. ALL C42-NECTION HARDWARE SHALL BE GALVANIZED AND WrPLIED BY SIMPSM
STRONGTIE CO, OR EQUIVALENT. SUBMIT CUT SWEETS FOR ALL CONNECTION
WARDW,4RE TO C40NTRACTOR FOR APPROVAL. ALL NAIL HOLES SWALL BE FILLED
OR AS PRESCRIBED BY THE MANUFACTURER.
12. PROVIDE A SWALE PLATE AT THE 130TTOM AND DOUBLE PLATE AT T14E TOP OF: ALL
LOAD IBEAR114G STUD WALLS. STAAGER END JOINTS IN DOABLE PLATE$ AT LEAST 4--Ou
MR DETAIL. 2 X 4 SILL PLATES FOR BEARING WALLS SMALL BE BOLTED TO
FOUNDATION AS PER BEARING WALL DETAIL.
13. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS,
AND AT STRUCTURALLY APPRIOVED ARCWITECrURAL WALL PANEL JOINTS. STUDS SHALL
BE TRIPLED AT ALL CORNERS.
14. WOOD LINTELS OVER OPENING;S SHALL BE DOUBLED 2xI2 HEADERS UNLESS
NOTED OTHERWISE ON PLANS, WITH CONTINUOUS I/2N PLYWOOD FILLER CUT TO
FULL DEPTH OF BEAM BETWEEN 2x MEMBERS.
15. RAFTER SC44MULE FOR CCNVENTIONAL FRAMED AREAS.
MAXIMUM MAXIMUM
MEMBER SIZE SPAN (SYP 02) SPAN (SPM)
2 X 4 -1 FT. (P FT.
2 X (P S FT. a IFT.
2 X 8 12 FT. 10 FT.
2 X 10 14 FT. U FT.
2 X 12 16 Fr. 14 FT.
NOTE 1; RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUS "LNG OF
SHEATHING OR BRACED AT 24- O/C, WITH MINIMUM IX4.
NOTE 2: RAFTER SPACING: NOT TO EXCEED 24" O/C.
NOTE 3; RIDGE 50ARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS
OTHERWISE NOTED ON PLANS.
NOTE 4: CONNECTOR SC44EDULE
A SIMPSM M520 (OR EQUAL) BETWEEN CAT BLOCKING AND ROOF: TRUSOES.
5. SIMPSON H5 (OR EQUAL) BETWEEN RAFTIER TAILS TO CAT BLOCKW-%
C. SIMPSON H5 (OR EQUAL) BETWEEN THE RAFTERS AND RIDGE BOARD.
D. SIMPSON C820 AT ENDS OF RIDGE 50AFV, OR SIMPSON JOIST
MANGER WHERE APPLICABLE.
VI. PRE-ENGINEERED WOOD TRUSSES.
1. THIS SECTION DEFINES PRE-EWaINEERED, PREFABRICATED, METAL PLATE CONNECTED
WOOD ROOF: AND FLOOR TRUSSES AS NWOOD TRUSSES".
2. TRUSS LAYOUTS SWOWNI ON PLANS ARE SCHEMATIC ONLY. TRUSS MANIUFACTURER
AND/OR ENG;INEER SMALL BE RESPONSIBLE FOR T14E DESIGN AND SPACING OF: ALL
TRUSSES AND SWALL SUBMIT SHOP DRAAUINGS TO THE BUILDER FM AFPRIOVAL.
3 T14E WOOD TRUSS MANUFACTURER MST PARTICIPATE IN A CODE APPROVED THIRD PARTY
QUALITY ASSURANCE PROGRAM WC-14 AS THE TRI" PLATE INSTITUTE'S "QUALITY CONTROL
INSPECTION PROG~" OR EQUIVALENT.
4. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON
T14E CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, AND CONCENTRATED LOADS, PLUS
WIND LOADS.
S. F?!E R TO T14E FLOOR PLAN AND OT14ER STRUCTURAL DETAIL SWEETS FOR IMPORTANT
INFORMATION NOT SPECIFICALLY ADDRESSED BY T14E TRUSS FRAMINS; LAYOUT
SUCW AS BEARING: WALL HEIGMTS AND CEILING VAJJLT DETAILS.
6. UkX>0 TIQUSS DESIGN SHOP DRAWINGS SMALL INCLUDE, 15UT AM NOT LIMITED TO,
THE FOLLOWING; IW-ORMATION-
ad SPAN LENGTH, OVERHANG: AND EAVE DIMENSIONS, SLOPE AND SPACING OF
THE WOOD TRUSSES.
b.) ALL DESIG;N LOADS AND THEIR POINTS or- APPLICATION, VALLEY AND CONVENTIONAL
FRAMING: MUST BE CONSIDERED.
cd ADJUSTMENTS TO ALLOWABLE VALUES.
cl.) REACTIVATE FORCES AND THEIR LOCATIONS.
a.) BEARING TYPE AND MINIMUM BEARING LENGTH.
fd DEFLECTIONS.
9.) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION.
K) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT.
I-) LOCATION AND CONNECTION DESIGN Or- REQUIRED CONTINUOUS LATERAL BRACW_%
J.) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
k.) WEB REINFORCEMENT DETAILS FOR G;ABLE END TRUSSES.
1.) VALLEY SETS FOR OVER-15UILP CONDITIONS.
1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SFAN/360 (ROOF), SFAN14W (FLOOR), AND
LIMIT TOTAL LOAD DEFLECTIONS TO SPANn4O (ROOF), SPAN/360 (FLOOR) UNLESS
SPECIFICALLY NOTED OTHERWISE.
S. FIRE RETARDANT WOOD 18 NOT ALLOWA15LE FOR USE AS TRUS8 CHORI�S, OR WEIBS.
S. WOOD TRUSSES SHALL BE DESIGNED 80 THAT MINIMAL 14ORIZONTAL REACTIONS
ARE IMPOSED ON THE SUPPORTM STRUCTURE UNDER VERTICAL LOADS. NO SLIP
CONNECTIONIS ARE ALLOWED LINLIESS OTHERWISE NOTED. CONTACT CONTRACTOR AS REQUIRED.
10. WOOD TRUSSES I'lUST BE CHECKED FOR WIND. WIND VELOCITY, DES04 VELOCITY
PRESSURES, AND MEAN ROOF WG;l4T MUST BE SHOWN ON THE SUBMITTIED SHOP DRAWINGS.
11. CONTINUOUS 50TTOM C*IORD LATERAL SRACING IS REQUIRED AT A MINIMUM
SPACIW_% OF 10'O.C. UNLESS NOTED OTHERWISE. BOTTOM C44OR0 BRACINS3 18
CONTINUOUS FROM ONE END OF THE BUILDING TO THE OT14ER END. OVERLAP
CONTINUOUS BRACING AT LEAST 04E TRUSS SPACE. USE A MIN" OF 2 X 4
(ROOF), 2X& (FLOOR) GRADE MARKED LUMBER AT LEAST 10- LONG, WITH 2-16d
NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS.
12. CROSS BRACING IS REQUIRED AT MINIMUM 10'OjC. UNLESS NOTED OTHERWISE. LOCATE
CROSS IBRACING; AT OR NEAR THE BOTTOM C44ORD BRACM INSTALL CROSS BRACING AT
EACH ENO AND AT 20'O.C. ALONG TI-E LENGTH OF: THE LATERAL BRACM CROSS
BRACING: 18 ACCOMPLISHED BY ATTACHING DIAGONAL WES BRACING TO OPPOSITE SIDES
OF THE SAME GROUP OF: SIMILAR WEEB MEMBERS. SLOPE CROSS BRACING IN OPPOSITE
DIRECTIONS AT APPROXIMATELY 45 DECiREES FORMING A CROSS "X". USE A MINIMUM OF
2x4 GRADE MARKED LUMBER WITH AT LEAST 3-16cl NAILS AT EAC44 CONNECTIO1%L
13. TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY ISRACW3 OF: TRUSS
SYSTEM DURING CONSTRUCTION.
14. HANDLING;, INSTALLATION, AND BRACING OF WOOD TRUSSIES SMALL BE IN ACCORDANICE
WIT14 PUBLISHED BY T14E TIlIWW PLATE INSTITUTE.
15. ALL WOOD TRUSSES SMALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE
ANC44ORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTURER.
16. ALL CONNECTION HARDWARE SMALL BE GALVANIZED AND SUPPLIED BY SIMPSON
STRONG -TIE, OR APPROVED EQUIVALENT MANIFACTURER, ALL NAIL HOLES S40ULD
BE FILLED, OR AS PRESCRIBED BY T14E MANUFACTURER
11. TRUSSES ARE TO BE DESIGNED TO ALLOW FOR T14E PROPER ROUTING: OF: A/C
=T WORK AND PLUMBING. C14ASES SHALL NOT BE BLOCKED BY WOOD TRUSSES.
I& PILW3 OF PLYWOOD ON WOOD TRU58ES IS NOT ALLOWED.
IS. INSTALLATION OF: BROKEN, DAMAGED, WARPED, OR IMPROPERLY FIEPAIWO WOOD
TIRUSW5 18 NOT ALLOWED.
20. IMPROPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSSES IS NOT ALLOWED.
21. CABLE ENDWALL TRUSSES MST TRANSFER LATERAL LOADS TO T14E SHEAR WALLS AND/OR
THE ROOF DIAPHRAGM.
22. WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MST BE 6141111ED.
DO NOT FULL WOOD TRUSSIES DOWN TO INTERIOR BEARW-4.
23. SURIMITTALS. ALL SUIBMITTALS SMALL BEAR 11-E EMOSSED SM OF A LICENSED SMCRVAL
ENGINEER IN THE STATE OF FLORIDA AND SMALL IBE 81,113MITTED TO CONTIWCTOR FOR
REvIEW PRIOR TO WOOD TRUSS FABRICATION.
ad SUBMIT SEALEP WOOD TRUSS DESIGN CALCULATIONS AND ILES FOR EACH TYPE OF
TRUSS WITW PERMANENT 1BRIMNG REQUIRE'll"IENTS.
b.) SUBMIT WOOD TRIM ERECTION PLAN, INCCLUDM CONNECTION DETAILS AND UPLIFT
ANC44ORS.
cd SUBMIT WOOD TRUSS TEMPORARY ERECTION BRAr-ING PLAN.
dd MAINTAIN COPY OF SUBMITTAL ON J058ITS.
PROTECTION AGAINST TERMITES
FU18.1 Termite Protection. Termite protection "Ill be provided b4j registered tormiticickas, including &oil applied pesticides, baiting
s�atoms and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment
to now construction. Sea Section 202, "[stmed tormItIcIde. Upon completion of the application of the termite protective treatment, a
CArtificato of Compliance ahall be Issued to the building department bg the licensed post control compang that coritalm the Following
statement: 7rho building has received a complete treatment for the prevention of subterranean termites. Treatment Is In accordance
with rules and laws established bg the Florida Department of Agriculture and Consumer Serviced.
R318A If soil treatment to used for subterranean termite "vention, the initial cklemical Goll treatment Inside 0-0 foundation
perimeter shall bet done after all excavation, backfillTng and compaction is complete.
R318.1.2 If &oil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall
be retreated with a chemical soil treatment, Including spaces boxed or formed.
R318.13 If &oil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the
subsequent Installation of plumbing traps, drains or ang other purpose shall be created bS using plastic or metal pormarartiq
plac,od forms of sufficient depth to eliminate ang planned soil disturbance after Initial chemical *oil treatment.
IR318.1.4 If 6oll treatment is used for subterranean tormito prevention, c:hanIca% treated &oil "It be protected with a minimum 6
mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required.
Ar�l work, including placement of reinforcing steel, done after chemical treatment until the concrete floor 16 poured, "It be done
in ouch manner as to avoid penetrating or disturbing treated &ofl.
R31815 If 6oll treatment to used for subterranean termite prevention, c4xicroto overpour or mortar accumulated along the exterior
foundation perimeter "I[ be removed prior to exterior cl-amical Goll treatment, to enhance vertical penetration of the chemicals.
R318.1.6 If soft treatment 16 used for subterranean tormits proventlon, chemical aoll treatments shall also be applied under all
exterior concrete or grade within I foot (305 mm) of the primaN structure 61dowalls. Also, a vertical chemical barrier shall be
applied promptIq after construction is completed, including initial landscaping arid frrigation/sprinklor installation. Ang ooll disturbed
after the chemical vertical barrier Is applied shall be promptl� retreated.
R-319.1.1 If a registered tormiticide formulated and registered as a bait 6ptem To used for subterranean tormito prevention,
SactToris R318.1.1 tk-rough R310.1.6 do not appIVI however, a signed contract assuring the Installation, maintenance and monitoring
of the baltirg 696tom for a minimum of 5 �eai*6 from the issue of the Certificate of OocupanciI "It be provided to the building
official prior to the pouring of the alab, and the s�etom must be installed prior to Final building approval. If the baiting 6satem
directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the Inatallatiom of the
monitoring phase compononts shall be doomed to constitute Installation of the agetoM.
R318.1h If a registered tormiticide formulated and registered as a wood treatment Is used for subterranean termite prevention,
Sections R31811 through R318.1.6 do not applS. Appllcatfom of the wood treatment to,, ItIcide shah be as required bg label
directions for use, and must be completed prior to final building approval.
FU182 Penetration. Protective &leaves around piping penetrating concrete olab-on-gracle floors oholl not be of collulose-containing
materials and, if soil treatment Is used for subterranean termite protection, the sleeve &hall have a maximum wall thickileso of 0.010
inch (025 mm) and be sealed within the slab using non-corroalve clamping device to eliminate the annular space between pipe and
the oloove. No tormiticides, elall be applied lnoTda the sleeve.
R318.3 Cleaning. Calls and cavities In mabonrg units and air gaps between brick, atone or masorrg veroms and the structure alhall be
cleaned of all non -preservative treated or non-naturall� durable wood, or other oollul000-cortainirka material prior to concrete
placement.
Exception: Inorganic material manufactured for closing calls in foundation concrete masoin unit construction or clean earth fill
placed in concrete masonrV unit voids below slab level before termite treatment To performed.
R310.4 Concrete bearing lodglolBrTck, atone or other venom "It be supported lo� a concrete bearing ledge at least equal to the total
thickness of the brick atone or other veneer which to poured lntograll� with the czncreto foundation. No supplemental concrete
foundation pours which will create a hidden cold joint shall be used without supplemental treatment in the Foundation unless there Is an
approved p+-Fjelcal barrier. An approved phgsTcal barrier &hall also be installed from below the wall sill plate or first block course
horlzonta% to embed in a mortar joint. IF ma6onrg venom extends below grade, a termite protective treatment must be applied to the
cavItS created bowson the venom and the foundation, in lieu of a p"tcal barrier.
Exception:Venoor supported bg a structural member secured to the foundation sidawall in accordarcARu with ACI530/ASCE 5/TMS
402, provided at least a ro Inch (152 mm) clear Inspection space of the foundation alclowall exterior exist between the venom and
the top of ang &oil, sod, mulch or other organic landscaping component, clock, apron, porc*-� walk or aN other work IrmadlateIg
adjacent to or acUolning the structure.
R318b roam plastic protection. Extruded and expanded polqst�rono, pol�lsoc�anurato and other foam plastics shall not be installed on
the exterior face or under Interior or exterior foundatlom wells or slab founclatloms located below grade. The clearance between foam
plastics installed above grade and exposed earth shall be at least 6 Inde6 01572 mm).
Exceptions:
1. Buildines where the structural members of walls, floors, callings and roofs are ontfreig of noncombustible materials or
presbure-proservatIve- treated wood.
2. 11hon in addition to the requirements of Section M10.1, an approved method of protecting the foam plastic and structure from
subterranean termite damage is used.
3. on the interior side of basement wells.
P318.6 Protection against doca� and tarmitee.Comdensato lines, Irrigation/aprinklor s9stom risers for spra� heads, and roof downspouts
6MII discharge at least I foot (305 mm) awaq from the structure ofdowall, whether lo� underground piping, tall exteriaTOM6 or splash
blocka� Cwjtter6 with downspouts are requirecl on all buildirg6 with eaves of less than & inches (152 mm) horizontal projection except
for gable and rakes or on a roof above another roof.
R318.1 Preparation of building site and removal of debris.
R318.1.1 All building oltse ohall be graded to provide drainage under all portions of the building not occupied bg basements.
R318.1.2 The foundation and the area encompassed within I foot (305 mm) therein shell have all vegetation, stumps, dead roots,
cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material. The fill "I[ be
compacted to assure adequate support of the foundation.
R31813 After all work 16 completed, loose wood and debrio "It be completolq ranoved from under the building and within I foot
(305 mm� thereof. All wood Forms and supports shall be complatelS removed. This includes, but is not limited to: wooden grade
stakes, forms, contraction apacorG, tub trap boxes, plumbing supports, bracing, shoring, forms or other collulose-containine
material placed in ang location where our*,, materials are not cloarlS visible and readflU removable prior to completion of the work -
Wood GMII not be stored in contact with the ground under aN building.
TYPICAL NAILING 5CHEDULE
Ledger strip
l6d common
3 at each joist
We plate to joist or
l6d common
161, O.C.
blockinci, face nail
Top of sole plate to stud,
I(od common
2
and nailed
Stud to sole plate, too nail
8d common
4
Doubled studs, face nail
led common
24" O.C.
Doubled top plates, face
lod common
1611 along each
nall
edcle
Continuous header to
ed common
3
stud, toe nail
IX8 sheathing or less to
ed common
2
each bearing, face nail
Over IX8 sheathing to
Od common
3
each bearing, race nail
Build-up comer studs
l6d common
24" O.C.
Build-up griders and
20d common
3211 O.C. at top
beams up to three members
and bottom and
staggered 2 ends
at each
!gllce
1/211 Npsum Sheathing
11 ga 1-1/211
4"O.C. at edges
1/16" he -ad
all or- at other bearLng.
5/8" G9p8um %wthing
11 ga 1-3/411
4110L. at edges
1/1611 head
8" oc. at other blearinci.
Np6um UJallboard
1/211
1-3/8" dr9wall nail
TO.C. on Callings
5"O.C. on walls
5/811
1-1/211 dNwall nail
70L. on ceilings
VOL. on walls
14ardboard Lap Siding,
ed corrosion resistant
1611 O.C. at top
Direct to Studs
with minimum shark
and bottom "as
d1a. OF OiDSW Inch
and minimum head
d1a. OF 0240 inch
Wardboard Lap Siding,
10d corrosion resistant
16" O.C. at top
over sheathing
with minimum shark
and bottom edgeo
dia. OF ODW inch
and minimum head
dia. of 0240 inch
Wardboard Panel siding,
fid corrosion resistant
(oil O.C. at edges
Direct to Studs
with minimum "rk
1211 O.C. at
dia. of ODWO inch
Intermediate
and minimum head
supports
dia. OF 0.225 inch
14ardboard Panel siding,
8d corrosion resistant
9,11 OL. at "as
Over to &wthing
with minimuln sMrk
12" O.C. at
dia. of ODWO inch
Intermediate
and minimum head
supports
dia. of 0225 inch
AS PER FLORIDA BUILDING CODE 2010, RESIDENTIAL
TABLE R301.2.1.3 AND
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
< 5 -LOOP-
5
y
p Q,)
Q-)
C777
2
0
C) C)
C)
2
3 3
1- -4
1 2
3-1
WaHs
moof-
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
Negative
Positive
Negative
Positive
Negative
Positive
lNegative
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
-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
ZONE 2
ZONE3
ZONE4
ZONES
description
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
lo
16.0
-20.3
16.0
-35.4
16. qO-
5 2. H44
22.2
-24.1
22.2
-29.7
20
16.0
-19.8
16.0
-32.6
16.0
9 .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
F
-41.0
18.9
-20.8
18.9
-23.1
Garage Doors
19.2
-21.4
1 19.2
-
-21.4
----------
WNNEGTOR PRO=T APPROVAL5
AMICATM
SIMPWN C01#66TOR
IFL AWWV& No.
GAP5 AND BAEE5
60, EGG, PG, EPG
FL 10&60
AEXJ
FL 10,54q
r,ONC,RETE / MA50NRY
GONNECTOR5
HU, RY,
FL 10655
H6T, Mf3HA
FL 10866
110, H00b, HHDa
FL 10441
VETAL, F6_-T9 HETA, HHETA, HM,
HT5M, H6AM, H6UM, L6UM, LTA, META,
M5TAM, M5TGM, MT5M
FL 114-13
H6AI0, LC7T, M6T, M5TG, VaT
FL 114770
HTT,LTT
FL 114%
HAN6ER5
L5W, L5U, THA
FL10441
HHL15, H5UL, W5UP, HU, RJG, ILrolVr, LU,
LU51 MU19JLI 5UR U
FL 10531 / FL 10655
1-160, H6W, 1-166, HH6U, HR)5, R)CO,
R)5, LGU, LL6, M6U, M5GPT, THA, T%B,
TH60, THON, THJU
FL 1146&
E3,13A, HE3, L13V
FL Ilibb
E6, 613, 651-5, r_,L5T, GLT, 6LTV, Hffi, 1-161-5,
H6LT, Hr-,LTV, HHf3, HHEID, HIT, HN, MI,
HHJ, IT5,17, ME6, MIT, M5G, K WI, �W,
4ff, W, WI, "31J,
FLIOW
5TRAP5 AND TIE5
A, FC,, r9A, HH, L, L5, LPT� Z
FL 1044b
FTA, H, H6T, HT5,LFTA, LT5, M`r5, R5P,
R5T, 50, 5PH, 55P
FL10456
GM5T, G5, FHA, H5T, L5TA, L5TI, M5T,
M5TA, M5TG, M5TI, 5T
FLlOb52
5 11 _� L
6' MAX
PANEL SPAN
WOLES AT 12" O.C. SPACIW3
MAX. FOR FASTENERS,
RE: FEYC - TA5LE R3012-1.2
FOR FASTENER TYPE
.E5 IN CENTER OF:
1LOOD FOR PRESSURE
IALIZATION
1/16 11 PLYWOOC)
2
2 X 4 5RACING AT
SEAM ON INTERIOR
FACE OF PANEL
'5 OR O.C.
SPACIWz MAX. FOR FASTENERS,
RE: F15C - TA15LE R3012.12 FOR
FASTENER TYPE
-14OLES IN CENTER OF
FLY11.1000 FOR FIRESSURE
EQUALIZATION
\1-2" TEN GAyGr= ujoor:> er-REuis
TO FASTEN PLYUJ000 TO 5RACIW_%
2 X 4 5RACING ON EXTERIOR
FAr-E OF PANEL
'MIN. 111ro" PLYWOOO
P400D 5Tf;ZUGTURAL PANEL - OPENIN6 PROTEGTION OPTION
I
'4%
S
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTHISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
3
REVISIONS
SEAL DATE
SHEET
SD1
M
K.O. OR U-E3LOCK TE
BEAM H/ 1 #5 BAR GONT.
IX4 NAILER @ NINDON5
Ixb @ 5L. &L. DR.
HINPOI,q AND DOOR
AS PER
5PEGIFIGATIONS
1/2" OYP. B0. 0 HALL5
ON Ix2 HP. FURRINe
STRIPS @ 24" O.G. PV
ALFOIL INSULATION
SEE FOOTIN6 DETAILS
TH15 SHEET AND
FOUNI,->ATION PLANS
PRE-EN61NEERED HID.
ROOF TRU55E5 @ 24" O.G.
SEE TRU55 NOTES FOR
REGUIRED CONNECTOR
METAL DRIP
ED&E
T.O.M.
---------------
ELEV. VARI
E5
TYP. FASCIA 4
SOFFIT
6" V4. ROLLED
P41RE OR
FIBER&L. MESH
PRECAST GONG.
LINTEL @ EA. MA5.
HALL OPN(9. - REFER
TO LINTEL SCHEDULE
#5 BAR VERT. REINF.
HOOK INTO TIE BEAM
ABOVE
#5 BAR DOHEL W 10"
5TD. HOOK (LAP MIN.
BAR)
25" W VERT REINF.
ARCHITECTURAL FIN15H
ON 5" G.M.U. HALL
------------------ MAIN FLOOR LINE
----------
ll Ill
REF. ELEV. 0 -0
TYPIGAL ONE STORY HALL SEGTION
ONE STORY
A
� �2 NOT TO 5GALE
FIN. FLOOR ON 4" GONG.
SLAB H/ bxb-HI.4 x V41 * 4
H.H.M. (OR FIBERME514)
GLEANED, COMPACTED 6
TERMITE TREATED FILL
TYP. HALL GON5TRUG.
-MAIN FLOOR LINE
REF. ELEV. 0'-0"
d)
z d)
I 't
x
< FIN. ORADE
____.GLEANEr,>, COMPACTED 4
TERMITE TREATED FILL
A*
4
l' ��
511
MIN.
COVER
FOOTIN(5 DIMEN51ON 4 REINF.
NO. OF #5
GONT BARS
ONE STORY
1611
1511
(2)
THO STORIES
I I-ali
1011
(3)
STEMV4ALL FOUNDATION
NOT TO 5GALE
_____TYP. HALL GON5TRUG.
TYP. 4" IN. C-ARAVE
MAIN FLOOR LINE
---------- ------------- 1
BARS GONT. REF. ELEV. 0'-0"
3" MIN. GLEANED, COMPACTED, 4
TERMITE TREATED FILL
COVER
ONLY USE MONOLITHIC FOOTINO
FOR MAX DIFF. OF 20" BETHEEN
EX15TIN6 6RADE TO FIN15H FLOOR
L
SP2
PRECAST LINTEL
W1 (1) 05 DIAM.
POURED SOLID
PERIMETER EW-AM/LINTELS
OVER DOOR 4 WINDOWS
i a!m
r m
DOU15LE
PRECAST LINTEL KNOCr,.OUT IBLOCK
LESS THAN 4'-0" SPAN EACH 1111 (1) 05
FE—C 21
r) IAM. POURE
SOLID 7
KNOCKOUT 5LOCK KNOCKOUT IBLOCK
W1 (1) @5 DIAM. W1 (2) 05 DIAM.
.6.
POURED SOLID POURED so 1D_7
.1 Z
V
Jb.fl , . z
z
.
FOURED A
SOLID
(1)
FIRIECAST LINTEL PRECAST CONC LINTEL
PRECAST CONC LINTEL
*-W TO V-0" SPAN V-01" TO 25'-0" SPAN
CW-0" TO 25'-0" SPAN
Ff =-,—c E,
NOTE: PRECAST LINTELS SHALL 5E "CAST CRETE" OR EQUAL.
USE PFM-STRESS;�D
PRECAST LINTEL FOR SPANS GREATER THAN 14'-4"
THE K.O. IBLOCK A50VE THE LINTEL IS TI-E MINIMUM REQUIRED.
ADDITIONAL GROUT
FILLED CMU 5LOCKS CAN 5E INSTALLED 1BETWEEN THE KO. 5LOCK AND THE LINTEL FOR
HIGH REQUIREMENTS. THE K.O. IBLOCK A50VE CAN 5E THE SAME AS THE WALL TIE
5EAM.
rip
j
LINTEL
NOT TO 5GALE
#5 0 IN OR L POURED 50L
'D7
I E] EIL ZZMIEEEM�,�al M 1:10 1
SEE FLOOR PLAN
4T -14
H H
H
50-2
Lu
TYPIGAL MASONRY SHEAR V4ALL
NOT TO 5GALE
4" GONGRETE5LAB
PqITH FIBERME5H
.5" x 5" GONG.
=-r5 H/ (1) #5 CONT
6UMED e4RADE
FOOTIWv DIMEN51ON 4 REINF.
NO. OF #5
GONT BARS
ONE STORY 1211 1_&11 (2) THIKENED SLAB ED&E
THO 5TORIES -4511 _511 (3) �! �5D �2 NOT TO 5GALE
MONOLITHIC, FOUNDATION
NOT TO SGALE
K.O. OR U-BLOGK TIE BEAM
N/ (1)-#5 BAR HORIZ. GONT.
0 UPPER 4 LOIAER T.O.M.
#5 BENT BAR 25" EA. KAY
INTO HORIZ. TIE BEAM 4
VERTICAL REINF. CELL
UPPER T.O.M.
PER PLAN
LOHER TD.M.
PER PLAN
—.#5 BAR VERT. REINF.
IN FILLED CELL
STEPPED MASONRY TIE BEAM
NOT TO 5GALE
502
ND BEAM
-JlU-aLocKll (TYP)
P VERT. FILLED CELL
REINF. DOVEL W
lu I
13OND BEAM REINF.
z .
BOND BEAM REINF.
...............
'E"3'E"'AM
FILLED CELL
\-BOND"
AT GORqER
5 CORNER BAR
TYPICAL FOR
KNOGK-0_UT_f3DZ_.
4 FORM AND POUR TIE BEAM5
GONTINUITY
OF TIE BEAM REINF
AT GORNERS DETAILS
NOT TO 56ALE
PRECAST GONG. LINTEL W 4 MIN.
BEARINC7 @
SEE SCHEDULE
44
EA. END
(1) #5 BAR HORIZ. IN
6ROUTED P.G. LINTEL
TO. REINF. (TYP)
NOTE 2 13ELON
FOOTIN& (5EE 5HT. #2)
FOR 51ZE 4 TYPE)
(1) #5 13AR VERT REINF.
IN FILLED GEH
2� 0
NOTE:
CORNER BARS
1. EACH JAMB OPENINOTO BE REINFORCED W
<
(1) #5 BAR VERT. IN GONG. FILLED CIS L
2. PRECAST LINTEL FOR OPENIN& 67REATER THAN OR EGUAL
��ERTIGAL
TO 6-0" TO HAVE #5 BENT BARS INTO JAM55 AS SHOHN
FILLED CELL
REINF. POHEL AT GO
3. PRECAST LINTEL5 SHALL BE
"CAST GRETE" OR EGIUAL.
J= GONTINUIT--( OF REINF. IN FOOTIN65
E TYPIGAL FREGAST LINTEL 5 �P2 NOT TO 5GALE
25DE2NOT TO SCALE
.000,1
VERTICAL REBAR CENTERED IN CELL
SEE PLAN FOR LOCATIONS. F11 1 1
HITH GONGRET`E OR OROUT. f
DOHEL TO MATCH V`E__RTIGAL
N�MINAL
NOTES:
—REMOVE ALL PROTRUSIONS EXTENDIN& 1/2" OR MORE INTO
GELL5 OR CAVITIESTO BE OROUTED.
5PAGE5 TO BE GROUTED SHALL BE FREE OF MORTAR
DROPPINC75, DEBRIS, L005E A66RE&ATE5, 4 ANY MATERIAL
DELETERIOUS TO MA50NRY 67ROUIT.
TYP. VERT. FILLED GELL
MASONR-1" REINF. DETAIL
NOT To SCALE
502)
ONER ENG. (TEMPERED 5L.)
GONG. GURB
4" GONGRETE 5LAE3
-7.
NITH FIE3ERME5H x b GONG. FTC
(1) #5 GONT.
Ln
X
SLAB REGESS SEGTION
NOT TO 5GALE
MIN. b" EMBEDMENT H/
2" 50. x 3/16" k4A5H.
(4 PER 510E� $ AT
24" O.G. AT TOP
Ax CEDAR TRIM
2xb PT NOOD JAMB---
OARA&E DOOR CONSTR.
AS PER &ARLACGE DOOR
MANUFS 5PEGIFIGATION5
OARAOE DOOR DETAIL
SD2 NOT TO SGALE
A or 0
DETAILINC7 DIMEN51ON 1,/
4d
OR 2VMI
DETAILIN& DIMEN51ON
BAR
51ZE
I&Oc HOOK
ci0o HOOK
A or
A or (5
0
11
311
2 1/411
roll
2 1/4"
#4
411
511
311
#5
511
33/411
loll
5 3/4"
-911
41/211
1211
41/211
#_7
loll
5 1/4
141f
5 1/4
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#cJ
1511
11 5/4" 1
ct 1/2"
Icill
cl 1/211
#10
15 1/4"
lo31411
22"
10 5/4"
STANDARD HOOK
NOT TO 5GALE
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u
FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTHISSUE
ADDENDUM
ADDENDUM
2
ADDENDUM
3
REVISIONS
1
SEAL DATE
SHEET
SD2
FLEXIBLE FLASHING
HEATHER RE515TANT
BARRIER -
EXTERIOR FACADE
R161D FAL514IN6
SEALENT BEAD
.HINDON FASTENER (SEE NDN
INSTALLATION DETAIL)
-HOOD FRAME HEADER
DRYNALL
- 5EALENT 13EAD
5EALENT BEAD
SILL
EXTERIOR FAGAD,&�
FLEXIBLE FLASHIN,
HEATHER RESISTANT HINDOH FASTENER (SEE
13ARRIER INSTALLATION DETAIL)
ALENT BEAD
rT'*� SILLA HEADER DETAIL HOOD OPENINOS
5DE31
5EALENT
5EALENT BEAD
-5EALENT BEAD
-PRESSURE TREATED BUGK5TRIP
(MIN 2 1/&" AS 5HONN)
-SHIM AS 5HONN
HINDON FASTENER (SEE NON
INSTALLATION DETAIL)
SEALENT BEAD
HINDOH SILL
PRE-GA5T
CONCRETE SILL
SILL HEADER DETAIL MASONRT' OPENIN05
NOT TO 5GALE
NOTE -
AN ADDITIONAL RON OF TAPE
15 NEEDED IF THE TAPE 15 Too
NARRON TO COVER ALL EXP05ED
NAIL5 IN THE NAILING FLANGE.
FLASHING TAPE
POLYSTYRENE
MITER COVER
FLASHING TAPE
NINDON FLANGE
POLYSTYRENE
HINDON FLASHING NOTES- MITER COVER
STEP #1 CAULK NINPOH OPENING EDGE
PRIOR TO SETTING HINDOH.
STEP #2 HOU5EWAP TAPED TO FLANGE BOTTOM.
STEP #3 CUT HOU5EHRAP DIRECTLY ABOVE NAILING FLANGE
4 OVER51ZE CUT ro" BOTH SIDES OF HINDOH FLANGE.
STEP #4 COVER OPEN NAILING FLANGE MITER K/RED HOU5EHRAP TAPE.
STEP #5 INSTALL FLASHING TAPE 25IDE5
HITH TOP OF TAPE FLASHED UNDER HOU5EHRAP.
HIDER OR ADDITIONAL 51DE TAPE MUST BE INSTALLED OVERLAPPING
ONTO THE NINDON FRAME TO COVER SEAM AND 5GREV45 AT MLL.
STEP #b INSTALL FLASHING TAPE AT TOP.
rF� —rYPICAL V41NOON FLASHINO IN FRAME
NOT TO 50ALE
IM MOLDING
DOOR JAMB
------ --
+FI2 X 3" 5GRF
H5
16" O.G.
5HIM5
-2X FRAMING @ &11 O.r,.
EA. Ibd NAILS
DOOR JAMB DETAIL — HOOP
NOT TO SCALE
TRU55
5TRAPPIN& PER
t-RAMIN& PtAN
5IMP50N 5P2
0 EA5TUD
2x STUDS AT 16" O.C.
BLOCKING TYP.
FOR ALL INT.
/—(1) RON OF 2x BLOCKING a MID
PARTITION
HT FOR KALL HT @ 51-611 4 LESS.
HALLS AS
-OR- (2) ROHS OF 2x BLOCKING
HELL
@ 3r4d PT5 FOR HALL HT a
t HIGHER.
2x P.T. SOLE PLATE
5IMP50N 5pic
1/2"(P x b" 'J'130LT SPACED a 24" O/G.
EA STUD
MINIMUM 6" EMBEDMENT 2" DIAM. X 3/16"
HASH. (SEE NOTE5 FOR ALTERNATE BOLTS)
.
(2) #5 REBAR CONTINUOUS
E3 BRO. FRAME HALL 5EGT. (UPLIFT)
4a
2"x 4" COLUMNS N/ (1) RON OF STAGGERED Ibd
COMMON HIRE NAIL5 (0 = 0.162", L = 3 1/2'9
NOTES:
1. ADJACENT NAIL5 ARE DRIVEN FROM OPP051TE
SIDES OF THE COLUMN
2. ALL NAIL5 PENETRATE AT LEAST 5/4 OF THE
THICKNESS OF THE LAST LAMINATION
3. FOR 3-PLY, COLUMN SHALL BE NAILED AS
5HO1,N FROM EACH 51DE (ONE INTO EACH
OUTSIDE FACE OF B.U.G., SAME NUMBER OF
ROH5, SAME SPACING)
:LAN OE
LANCE
TAPE
FLOOR TRU55 STRAPPING
PER FRAMING PLAN
DOUBLE TOP
PLATE 2x STUDS AT 16" O.G.
BLOCKING TYP. FOR
ALL INT. PARTITION (1) RON OF 2x BLOCKING a MID
!
1
KALL5 AS HELL HT FOR HALL HT a 66' 4 LESS.
-OR- (2) RON5 OF 2x BLOCKING
0 5rd PT5 FOR KALL HT a &--b"
-
a HIGHER.
2x P.T. 50LE PLATE
1/4"x4" TITEN OR TAPGON5
SPACED a 12" O/C.
NA� ""A
-A w.
N;
X 11-411
#5 REBAR CONTINUOUS
SEE FLOOR PLAN FOR 51ZE OF STUDS
BRO. FRAME HALL SEGT (NO UPL I FT).
1�
2"x 6" OR 2"x 6" COLUMNS I^V (2) RON5
OF STAGGERED Ibd COMMON HIRE
NAILS (D = 0.62", L = 3 1/2")
4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2 " LA &
5GREH5 OR EQUAL (SPACE AS 5HOHN FOR
3-PLY)
5. FOR 5-PLY, PROVIDE 1/4" DIA. x 1" LAG
SCREWS OR E61UAL (SPACE AS 5HOHN FOR
5-PLY)
6. REFER TO NIPS SECTION 153 FOR ADDITIONAL
INFORMATION
TYPIGAL STUD GOLUMN AND JACK NAILING
NOT TO 50ALE
1/2" DENSE CEILING
BOARD DRYWALL
Ixb BLOCKING EXTEND 20" MIN.
PAST HINDON OPENING AT EACH
51DE HHERE P0551BLE
Ix PT
TEMPERED
GLASS
NOTE
INSERT TRACK FROM
OUT51DE FACE OF
BLOCK
TRUS5E5
LINTEL SCHEDULE
CAST CONG. LINTEL w/ 1-#5
CONT. OVER DOOR OPENING
DOOR TRACK
(SEE FLOOR PLAN)
OUTSIDE
INSIDE
SET TRACK IN A FULL
,,,r 1E
-uvBED OF CAULK
/-5EE FOUNDATION PLAN
NOTE:
SEE FLOOR PLAN FOR SLIDING 6LA55
DOOR APPLICATIONS USED
T-1-P. SODSEGTIONS
NOT TO 50 ALE
DOUBLE 2 x 12 HEADER wl 1/2" FLITCH
PLATE UNLESS OTHB;ZH15E NOTED
2-RON5 Ibd NAIL5 STAGGERED 0 16" OIC,
EACH FACE OR 3-RON5 Ibd NAILS
STAGGERED 0 16" OIG FOR 2"x[O" OR
64REATER HEADER
§
(2) SIMP50N L5TA24 UNLESS NOTED
0
OTHERH15E
FILLING AND BLOCKING AS REQUIRED
FASTENED TO HEADER H/ (2) Ibd a Ib" 0/0
.
, UNLE55 NOTED OTFERH15E
f-5EE STUD
NAILING
2x STU05 TYP.
DETAIL
2x CRIPPLE STUD UNLE55
,.-,_�POUBLE
OTHERH15E NOTED ON PLAN
5IMP50N LTTIcI W 1/2" HILTI KNIK 13OLT 11
01 ANCHOR H/ 6" EMBEDMENT UNO
PT BOT. PLATE
NOTE:
HEADER / POST GALLOUT5
ON FLOOR PLANS TAKE
PRECEDENCE OVER THE
INFORMATION 5HONN ABOVE.
TYP. FRAME
OPENIN05 AT BEARINO HALLS IST FLOOR
NOT TO f;vGALE
ASPHALT SEALANT:
12" MIN.
- - - - - - - - - -
- -
- - - - - - - - - - - - - - ---
ASPHALT BASED
EXTEND MIN. 6" ABOVE
6ALV. MTL.
SEALANT APPLIED
FLASHING M
"LH FLASHING
r�
BEHIND FLASHING
D"'*/ER _R
AND EXTENDING A
FLAMIN
6
ROOF MATERIAL
1
MINIMUM OF 6" ABOVE
I
�D
z
I
VERTICAL R15E OF FLASHING
DRIP
ROOFING FELT
ROOF CRICKET:
Vr=RTICAL I
AT KNEENALL
ED
MIN. 3:12 SLOPE
KNEE HALL I
<
(REQUIRED AT
1
FASCIA
ALL LEVEL VALLEY
I
LOCATIONS)
I PLASTER
F16URE 1: FLA5HIN6 INSTALLATION AT KNEEHALL
STOP
w
>
(SEE FIGURE 3 FOR MORE INFO)
ROOF
-b" X Ib" HORIZONTAL
MATERIAL--,
&ALV. FLASHING GONT.
A-'5PHALT SEALANT:
SEALANT I
EXTEND MIN. 6" AE30VE
FLASHING
b" HIGH
6" TO 12" PER
DIVERTER
PLAN SPECS
FLASHING
6" MIN.
ALV. V FLASHING
TYPICAL
DRIP EDGE
NOTE:
TH15 DETAIL 15 REQUIRED AT ALL
VERTICAL HALL INTERSECTIONS
FASCIA
NITH ROOF VALLEYS it ROOF GRIGKET5.
FIGURE 2: FLASHING
AT CORNER DETAIL
FIGURE 3: FLASHING DETAIL
AT CRICKET/ KNEENALL INTERSECTION
P.T. FURRING
rF� TTPICAL FLASHINO DETAILS
\�, A�DEI NOT TO 5GALE
MASONRY HALL
BRICK MOLDING
DOOR JAMB
311 TAPGON5 @ 1611 o.o.
16 X
H/ 1 1/4" EMBEDMENT
DOOR JAME3 DETAIL MASONRY
NOT TO 5cALE
1/211 PLYWOOD
EWSINEERED WOOD
TRJJSS 24" OC
1/2" PLYWOOD
4-1(od NAIL
CLINCHED
rfR"�� CHIMNEY FRAMING
SIMFSON H5 AT EA
JOINT (TYP)
�1/211 PLYWOOD
2"x 4" 24" O.C. 13ALLOON FqRAME
SIMPSON MT8122 0 EA COWER
OVER DOU5LE 2"x4" 5LOCKIWs
(ATTACH 5LOCKIWG TO TRUSSES
W1 SIMPSON A34 TYP)
4-10d
COMMON
NOTE-5-
REFER TO INTERIOR
BEARING KALL DETAIL
4" CONCRETE SLAB
10d COMMON
0 161, OG
TRUSSES
(2) 2XI2 BEAM OR AS
PER FRAMING PLAN
INTERIOR
PRYKALL
FACE
2X& FRAME
HEADER
1/2 " PLYHOOP
4 METAL LATH
w/ STUCCO
OUTSIDE
DOOR TRACK
(SEE FLOOR PLAN)
SET TRACK IN
/-A FULL BED
OF CAULK
SEE FOUNDATION
ELAN
2X8 FRAME
SEE FRAMIN&
HEADER
FOR EEAM 51ZME
I
INTERIOR
1/2" PLYHOOD
DRYKALL
4 METAL LATH
W/ STUCCO
FACE
ALT. BY PA55 5.0.0. HEAD
4-16d COMMON
2-16d
COMMON
3-Iod COMMON
EA. 51DE OF
JOINT
5TUD5 0 161, OG
TOP PLATE FASTENERS
NOT To 5CALE
4-Ibd COM.
I DOUBLE TOP
PLATE
DOUBLE STUD
ibci Com.
161, OG
PTBOTT.
PLATE
2-bd oom�-�- 2-eod GOM.
rK DOUBLE END STUD
NOT TO SCALE
NITH FIBERME5H
COLD JNT.
_-,��6ARAC
Gr SLAB
. ............
. - . 1
-#5
(2) REBAR
.
.....
CONTINUOUS
16
rs OARNOE
STEP
DOM SECTION
NOT To scALE
T-r-P. POCKETS60 SEGTION5
NOT To 5cALE
CONDUIT 1-1/2"
OR GREATER
5IMP50N
#553
5IMP50N
#551
STUD SHOE
'ALE
, A�DE 3 NOT TO 5(
DOUBLE
2-16d GOM.
TOP PLATE
PT BOTT. PLATE
rN END STUD INT.
NOT TO SCALE
/-FRAMING
ABOVE
STRAP PER ROOF
FRAMING PLAN REG.
TYP.
DOUBLE TOP PLATE
1-51MP50N 5P2 AT TOP
@ EA. STUD
O.G. -__2 x STUDS @ 1611 O.C,.
1/2" x b" HEDC--�E
ANCHOR BOLT5 0 24"
O.C. (FRAME TO BLK)
wl 2"o x 3/16" HA5HER
/-SIMPSON 5PI AT BOT.
0 EA. 57UD
/-P.T. 50LE PLATE
..dL REF. ELEVATION
14/ 0-0 . R.
SEE INTERIOR BEARING
HALL FOR ADDITIONAL
INFO
BRO. FRAME TO GMU HALL 5EGTION
T
NOT TO 56ALE
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTHISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
31
REVISIONS
TE
SHEET
SD3
N,
IN
11 PRE-EW.% WOO TRIlSS (TYP)
'N
0,
.4
11 Ql\\1 I
W, NN
5
N,\
km N, N,\ I
N,
V,
I \\.I , \
NIN, � I
'N
\IN III 'N
N
VII,
A IN
'N'
\v 0 N,
V.,
vl SECURE RIDOE BEAM TO
N, OIRDER H/ 5IMP50N
HU52ro JOIST SEAT
0
2x4 COLLAR TIE
N,
MID-HEI &HT @ 61RDER.
PROVIDE (5) 12d NAILS
EA END
"N
N, CONTINUE 5HEATHINC-7
BELOW CONVENTIONAL
'N FRM(9 a ATTACHED
STRUCTURES WHICH ARE
ONLY PARTIALLY
ENCL05ED SUCH AS
ENTRYWAY5 AND
PORGHES
2'xb" NAILER A7rArHED TO BLOCK
W/114X5" TAPGONS 0 5" Or,
2"x4" o 16"Or, TOP Alsiv BOTT
91WWN H5 a EA RAFTER
ALUMI" DRIP EDISE
Ix6 OR 2xb SUB-FASYCIA UNI2ER
ALL"./VIWL FASCIA
VENTED ALUM./VIWL SOFFIT
5IMP50N 5P20 EA. STUD
TOP OF WINDOW AS
PER FLOOR PLAN
APPROVED WINDOW
OF BUILDERS r_HOIcE
5/4' PLYWOOD SHEATHIN6 W bD
GOMMON OR H.D.6. E30X NAILS 0 4"
0 G. 0 EDiSES 4 INTERMEDIATE W
2X4 BLOCKINIS AT JOINTS
EXTERIOR FIN15H AS
PER ELEVATIONS
5IMP50N 5PI STUD TO PLATE
SIMPSON MSTA36 FROM
STUD TO JOIST BELOW
RELAnVE F.F. ELEV. 0'-0"
NOTES:
ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE.
SECTION 51ZE SHALL BE DETERMINED ACCORDIN&
TO THE LENOTH OF SPAN AS FOLLOWS:
UP TO bl-011 ........... 2Xb
&1-011 TO 121-011 ........... 2x6
12'-0" TO 15'-0" ........... 2xIO
15'-0" TO lb'-O" ........... 2xI2
9 RID&E BEAM SHALL BE #2 SOUTHERN YELLOW PINE.
SECTION 51ZE SHALL BE 2" (NOMINAL) LAROER THAN
RAFTERS W/ A MAXIMUM RIDOE 51ZE OF 2xI2 FOR
2xI2 RAFTERS.
CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2xIO.
IT SHALL BE FASTENED AS SHOWN I^V 5IMP50N
G)
U51NO (14) bd
M5TA24 TEN51ON STRAPS a EACH TRU55
NAILS. INSTALL THE STRAP BY GUTTIN6 A HOLE INTO
THE SHEATHIN& a EACH 51DE OF TR.U55 AND
THIREADINO THE U-5HAPED STRAP FROM BOTTOM OF
TRU55 TOP CHORD TO TOP OF CLEAT.
SECURE RAFTERS TO Gl FAT USINO 5IMP50N L5qO
FOR 2x12 RAFTB;Z5, (10) bcl NAILS FOR 2xIO
RAFTERS, (&) &d NAILS FOR 2xb RAFTERS WITH
SPANS OF 4'-0" OR 6REATER. 2xb RAFTERS W/
SPANS LE-55 THAN 4'-0" SHALL BE TOE -NAILED TO
CLEAT W1 (5) 10d NAILS.
SECURE RAFTERS TO RID&E BEAM U51NO 5IMP50N
LU526 5LOPINC-7 J015T SEAT. 2x& RAFTERS W/ SPANS
-0" MAY BE TOE -NAILED TO RIDOE
LE55 THAN 4'
BEAM I^V (a) 10d NAILS.
GONVENTIONAUVALLEY FRAMINO 150METRIG
LINTEL ASSEMBLY AS PER FLOOR PLANS
AND LINTEL SC+NWULE
5IMP50N LU524
&YP5W 5FIEAT)41NC7 DIAPHRA614 USE
TYPE 'HI 5CREH5 o 12'0.r-. IN FIELD AND
a 6"0.r-. AT EDISES.
DEIL TOP PLATE
HEADER AS PER FRAMINS PLANS -
MINIMN DOUBLE 2Xb
T Taff _WX K _--a 2 4 P-D m_
2X4 STUDS PER FLOOR PLAN o 16" OZ.
(ALIeNED N/ JOISTS BELOW
R-11 INSULATION
5IN61-E P.T. 50TTOM PLATE W(2) 1/4'x 5"
LAS SORB-4 TO EACH 2Xb JOIST BELOW
2X& P.T. JOISTS 0 12" OZ. K/ R30
INSLLATION ATTAC+IED TO PLATE W
SIMPSON H&AIO (AL16NW W STUDS)
SINELE P.T. 130TTOM PLATE K/I/2'X 10'
LONO ANC+IOR 13OLTS W 5TD NUT' AND
WASHER 016' Of-
&*Xb'XIb" OW AS REWIRED ALL
6ROUT Fil I
SEE FOOTINS DETAILS
FOR FOOTiNS TYPE AND 512ES
SEGTION THRU BAY NINDOH
CAST IN PLACED
CONCRETE STEPS
04 a 8" O.C. 0 BOTT
(TYP)
04 0 12 " O.C. HOOK
INTO CMU WALL W1
FILLED CELL EACH
END (TYP)
FOOTING AND SLAB
AS PER
FOUNDATION PLANS
rF� TYP I GAL CONCRETE STA I RS
l.s �04 NOT TO 5GALE
w
.3 NOSING
BAR TYP. EA
STEP
THREEAD, RISER AND
NOISIW_s DIMENSIONS
AS PER
ARCHITECTURAL
PLANS AND SECTION
TOP OF SLAB
Lu
D_
END JACK
11'-0" MAX.
V
< �,ORNER JA(;K*
5IMP50N META12 @
MA50NRY 5IMP50N
MSTIb a FRAME kqALL5
(TYP)
(2) HETA20 U.O.N.
PIP FRAMING
�04
(2) lbd PER JOINT
MINIMUM 2"x4" GRO55
BRAGINC7 (SEE PLAN
FOR LOCATION5)
-N I ll I I I
BRAGINO I"X4" MIN.
GROSS BRAGINO
1%
, �P4
PRE-ENOINEERED
1/2" PLYWOOD N/ bD TRU55 AT 2' 0" C
NAILS a 4" 0
EDOE5 AND 10" INTERIM.
.G. AT
2" SUBFACIA--§,,---
2"xb" BLOCKINO
0 MID
2"xfFLW6TIft.
1/2" PLYP40012 W/ eD
NAILS a 4" O.C. AT
"
TIRU55 LAYOUT
-51MP50N 5P2
SIMP50N LTTIq a EA END
SIMPSON 5PI
EDOES AND 4
INTERM. 1/2 0 xb" ANCHOR
BOLT a 32" O.C.
KNOGK-OUT BLOCK
IN #54) POURED
50LID
(0(5_�FRAMINO ABOVE TIE BEAM
6A5LE ENr
(WEBS, REt-,
FOR CLAR
FIM110104wiffre �-�Tuqlvmlmn
ARII;ZOW INDICATES
LON& DIR. OF PLYWD.
PLYWOOD 6LIP5 TO BE INSTALLED AT ALL
LOCATIONS WHERE 5HEATHINC7 5PAN5 16"
OR MORE AS PER APA REQUIREMENTS. E20UBLE
GLIP5 TO BE USED WHERE5HEATHIN6 PANELS
ARE CUT TO 24" IN LENC7TH OR LESS.
X = 10d GOMMON5 OR bd RIN& SHANK o 4" O.G.
ON EACH 5i IE T OF PLYWOOD
0 = 10d COMMONS OR bd RINr5 SHANK @ b
O.G.
ON EACH SHEET OF PLYWOOD
D = 10d COMMONS OR 5d RINO SHANK a b" O.G.
ON EACH SHEET OF PLYPqOOD
NAILINO 5GHED./(3ABLE
5GALEs N.T.5.
T"rPIGAL ROOF SHEATHINIS, NAIL PATTERN
NOT TO 50ALE
pacclollaoll EF I" EmPolunw-mu- TV
NINDON DOOR MOUNTINO MASONRY ELEVATIONS
ARCH -CIRCLE TOP
KNOON I$ DOOR MOUNTINO - FFI-AME - ELEVATIONS
0 bd a 611 O.G. ON EACH SHEET OF PLYWOOD
NAILINO 5GHED./HIP
So-'A%LE. N.T5.
NOTES:
1. SEE STANDARD MOUNTINC7 DETAIL.
2. IX& P.T. ANCHORED TO LINTEL AND WALL
I^V 114"X2-114" TAPOON @ b" O.G.
3. ANISLED 2X4 NAILED TO PLATE WI(2) 16)d
-0 OR'7/16"
NAILS AND COVER I^V 1/2" PLY�
055 H/bd NAILS @ 4" O.G. (EXTERIOR AND
INTERIOR SIDE5).
4. ANC7LED 2X4 NAILED TO PLATE W(2) Ibd
NAILS.
5. 2X4 GRIPLE VERT STUDS @5" O.G. AND
AN&LE5 NAILED TO PLATE W/(2) lb-d NAILS
AND COVER W1 1/2" PLYWD OR -7/16" 05B
W/&d NAILS @ 4" O.G. (EXTERIOR AND
INTERIOR 51DE!5).
6. DOUBLE 2X4 VERT AT EACH 51DE OF
HINDOW514APE GHANOE5, ATTACHED TO TOP
PLATE W/ 5IMP50N L530 4 M5TA12.
-1. 2X4 GRIPLE VERT 5TUD5 @&" O.G. NAILED
TO PLATE kV(2) Ibd NAILS AND COVER W/
1/2" PLYWD OR 1/16" 055 I-V&d NAILS @ 4"
O.G. (EXTERIOR AND INTERIOR 51DE-5).
a. DOOR OPENINC7 AREA (TYPICAL)
NOTES:
(D ATTACH FRAME AS PER
MANUFAGTURER'5.
IX5 ANCHORED TO HEADER I^V I(od
NAILS @ 12" O.G.
ANOLED 2X4 NAILED I-V(2) lbd NAILS
AND COVERED W1 1/2" PLYkV OR'7/1(o"
055 W/ftl NAILS a 4" O.C. (EXTERIOR
AND INTERIOR 51DEW.
ANIOLED 2X4 NAII ED I^V(2) Ibd NAILS.
2X4 GRIPLE VERT STUDS @511 O.G. AND
AN6LE5 NAII ED W(2) Ibd NAILS AND
COVERED I-V 1/2" PLYND OR -7/16" 05B
W/5d NAILS @ 4" O.G. (EXTERIOR AND
INTERIOR SIDE5).
DOUBLE 2X4 VERT AT EACH SIDE OF
WINDOW SHAPE CHANGES, ATTACHED TO
TOP PLATE W/(2) INVERTED 5IMP50N
HIOS.
2X4 GRIPLE VERT STUDS @&" O.G.
NAILED TO PLATE W/(2) Ibd NAILS AND
COVERED I^V 1/2" PLYIND OR 1/16" 055
K/5d NAILS @ 411 O.G. (EXTERIOR AND
INTERIOR 51DE5).
DOOR OPENIN6 (TYPICAL)
rj",� A/GSHELF DETAIL
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTH ISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
3
REVISIONS
SEAL DATE
SHEET
SD4
P
. ____._____________________ -_
.[_ ^ I . 1111._��������� - _________________
GENER.AL NOTES: SERIES 571) 2710 & 2870 LARGE MISSILF-, IMPACT-RF-51,5TANT, VINYL, REINFORCED SLIDING GLASS DOOR
. G --,--- . I ____ , __
i
'I I)THIS PRODUCT HAS BEENDESIGNED & TE&TED ;TO COMPLY WITH THE REQUIREMENTSOFTHE FLORl[QABUfI DINGCODF.
�
� ALLRIGIDWHITE ORTANPVCAND COMPOSITE RENFORCEMENTMANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BFFNTESTED TO
I COPAPILY WITH THE FLORmIDA BUILDING CODE FOR PLASTIC&
,
�
i
1 2) GLA71NG TYPE OPTIONS; fFROM EXTERIOR -0 INTERIOR); T�TSMPERED, HS�HEA'F STRENGTHED, AN�ANNEALED, SG�.O�90 DUPONT
� —
i SE,IJTRYGLAS(FORMLR�,YKNOVVNASSENTRYG�-AS�DPLUS), EI�B�,090` DUPONT BUTACITE PVB,
i GLASS TYPE A: 3116" HS GLASS, .090" SG !NTERLAYER + 3116" HS GLASS, V16"AIR SPACE s 3/16" T CAR
� — — — -
1 GLASS I YPE 8:3116" HS GLASS +.090" PVB INTERILAYER + 31IIE'AN GLASS+ 7116" AIRSPACE+ 3/16" T CAP
�
� GLASS TYPE C:3f1W HS GLASS +.0110" PV5:,NTERLAYER -� 3116�WNIGLASS t 9/16"AIR SPACE WITH k-EAT-MIRROR FILM+ 3M6" TCAP
1 APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 1995.
�
I
I 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD DUCKS LESS 714AN 1-1/2'THICK ARE TO BE
I CONSIDERED I X INSTALLAI IONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT 13 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
3, AS2XARE1-V2"THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
I STRUCTURE. WOOD 5UCK DESIGN AND INSTAi.LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARGHTECT OF RECORD.
4) IF SILL IS TIGHT To SUBSTRATE, GROUT IS NO T REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MiW, (DONE BY OTHERS)
I .
(MAX. 1A� SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND
TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WC0D
SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FRC.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLORESSING OR STUCCO. USE ANCHORS OF SUFPICENT LENGTH TO
ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET Q. PROPFIRSEALING OF ENTIRE ASSFMBLY IS THE RESPONSIBILITY OF OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) DESIGN PRESSURES�
A- NEGA71VE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 3OD-04.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04,
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 DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS
IUSED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DiSSImfLAR MATERIALS SHALL
MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
I B) SHUTTERS ARE NOT REQUIRED. I
i
I
'
i 91) ALL DOOR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 TRACKS, ARE QUALIFIED,
I SEE SAMPLE CONNGURATIONS ON SHEET 12. DOOR SIZES MUST BE VERIFIED FOR
� COMPLIANCE VIATH EGRESS REQUIREMENTS PFR THE FLORIDA BUILDING CODE,
I
I .
�
10) REFERENCES: TEST REPORTS FTL-6337 & 6338; FXOVA-1 0-002-792(A) & 10-006-10231;
I! CAMBRIDGE 535753-09; ELCO ULTRACON NOA 907-0425.01� ELCOCRETEFLEXNOA
�
: #133-0225.05: VISION EXTRUSIONS, LTD. WHITE PVCNOA9111-0420,D6, TAN PVCNOA
�
� #
: 11-0902,10; ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2w5
�
I ALUMINUM DESIGN MANUAL
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 8 & 9
LARGE & SMALL
MISSILE IMPACT
__ 1-1i"161NOM. 1-1116'NONC
__ .- 7116"AIRSPACE _ _[ ?l`16"ARSPACE
NWHS GLASS - --I - 3116"AN GLASS - T -
3M6'IjS GLASS - - 3/16" dS GLASS - -
DUPONT.090.4EXr, - - � Il DUPONIF 4FXT� __ W-,_)�
____
SENTRYGLASS , �09901 PVB
__� __ 3ilfr T GLASS 7115* - - 3116'TGLASS
7116, - - _Q NOM - - 7
- 4,177 _1� I I 1 /�71 1 -3 I , ,
'
-
f. 11 �� -
�7 �,
�
7W _r I., � ��,1�/,,70D,, P61 1 i I rl�7_ 7 p
8
� I
I
Z - (�7) i 'IC ,_
, j 3�
] .-S. 'I _w I ,(Z-�, �,__
GLASS I d
BITE I ,� I SITE . i
GLASS TYPE "A"
SG LAMINATE,
INSULATED GLASS
-
� l Design Certification
I �!! l�� I Configuration -
i �_ Width I Heeight I __ --- J ._ I (.-) p Numbers -
1 241" w 60 265,771
203, 120" 1 )0=vvlastragal 60 65 19U-ZI57. 774
...
20S. 95" )Qmw/astragal - 60 60 190-263,711D
_,_i1iF,_ _95- )0= 80 BID 190-787
,i&f_ ---w- wo wissil 86 I so 190-264,772
__�0_T_____ _96.� _)Dmv�i-lst;a�.-�I_iofl_ 90 190-266.773
I
WIVAN GLASS
31WHS GLASS -
GLASSTYPE"B"
PVB W-N--A-T-E,
INSULATED GLASS
1-3116'NOM.
WiTAIRSPACE
-
/-HEAT-WRROR PILU
�
4EXT �/ � IINT.jp�
I
i i 311VTGLASS
DUPONT.000'PVB T - -
7/16' 1 i -
I - " -- _It4i
I �_ " 11 �,
719' , i ., 1-800,
GLASS
BITE I - --R
- f. 'r I\i I / -
1�fl�2 - � ,/
(D3 -
GLASS TYPE "C'
PVS LAMINATE, INSULATED
WITH HEAT -MIRROR FILM
GLASS
NOA DRAWING MAP
SHEE
GENERAL NOTES .... � ..... I
GLAZING DETAILS, ........ 1
EILEVATIONS___ .......... 2-4
HORIZ. SECTIONS...__6
VERT. SECTIONS .... ___6
ACCESSORIES.... ......... -7
DESIGN PRESSURES,...8-9
EXTRUSIONS ...... � ----------- 10
PARTS LIST... ------- � .......... 11
CONFIGURATIONS ...... _12
PANEL TYPES ................. 13 I I
INSTRUCTIONS: I I % % � � I i � I f f) " — I
,\" ; IfNN Arj� I/ " pe.ieoo ar, 0 - Rmis
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE , �
SLIDING GLASS DOORSIMAY BE DETERMINIED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B 1� " " ""' "-'-,, I% I
I . , N,� ,� I -_
I
, . ,,l
OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN � - , �, -,t :, � , .-. , * I R.vfMd9r D.I.- R.%isiw I
PRESSURE IS ABOVE 8G PSF, OTHERWISE USE TABLF 2. SHEET 8. - I
Z : NO, sgp3s 1. , �: -
2) LOCATE THE SLONG GLASS DOOR SIZE ONTHE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL = : , - I nF I I
,
PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE. ALWAYGROUND UP TO THE NrZXT LISTED S[zr. - : Z�, L _ 0-#ft- 0�6I,:
7: -10 '. , 67, - Luz —0
-,. ,p - , 7— W �:
3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS Af�E_DEFINED IN TA13LE 1, SHEET 6. ,I ?�, .-�� GENERAL NOTES & GLASS TYPES J ROSOWSKI
� , �� ,. � -
ALONG WITH THP APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIIM�JM EDGE DISTANCE, , - .. S P�11 � .-;�, I ______ I
1�
, () '. Op, " I 11 '1070 TECHNOLOGY ORAe TW: D.ts.
4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, .SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN , Z�� FIOR� .. .0
1�', �'S'_�___ , I N. l ft 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10
,�, �,�,
PRESSURE IS MET OR FXCFFDcD. USE THE ANCHOR QUANTITIES SHOWN. e P-0. BOX 15W
.
E) INSTALL AS PER Tt-;,E JNSTRG,'IONS AND DETAILS ON SHEETS 2-7. f ONP,�- \\ MOKOWS, FL 34274 5"fi--#/0&t st.a I I Rar
6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET T A. LYNN UILl 4'p�.�E. CERT OF AUTH- *2WN 570/277012870 ISNwTS 1 OF 13 1 DFrj'DAft-S'GD570_01
I ___ __ - .. -_ . — --- _______ P EA 5137D5 - --::] I I —
I I
- . ------- - __
.
� 1 I I
i i --kit- �
I DETAIL I 1 : �bu
FINTO MASONR�( I i -
I ---- 11_111..__ i F:71111&1_q�x�
CONCRETl ,� - YP. ANCHOR TYPE, EMMDMFNf AND EDGE
PERANChOP ' / DISTANCE FER SUBSTRATE, SEE TABLE 11, SHEETS _� /
REQUIREMENT -� ""' -1
. � / / DISTANCE "_�o ASTRAGAL ADl �� �) ,, / /
I . ", ':Tib' STRAGAI. ADD -ON RIFINF. ",
i I : ., I / . I I I � j / NON-STRUCTURAL I �_- ;A 11� "
...... 11 ...... . -2 " .1 ANCHOR __I____�� .- L 'j __ - --
, : - I ( #I0X2-1/2'SMS (��sl - \ ,
Emem- - , - 1i . . . I I Z-0
. VENT 4 � I it- 11 ,�, I R_9NFORCEMENT SCREW; 5 \ , -
. . . . . fl/' ,.--,i& .1, �,�__ PE 11
I � I -a I I . 4 ,-_1)OPTtONA1 �--, �� 1, i I i
- L � - - _ _.=-7.41 L=?" - I - - T 0 FQUAL�.Y-SPACE D ANU 'r I_ -
�
,�� - . __::L7=1 I I I � ' I - .1
i � - 5�3, . (�8�;\,." FROM ENOS (FACTORY " i - -
V4- /.,-, I . ---`_.=� , 16--1 /- I --- -
M ,z- I I-/ � =_ Lj1EE, 6.'11 1 INSTIALLEM L, - ____
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SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
,( ,1 I EXT.V .� / OTHERS / , -Ill -
EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
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TABLES ON 'FEET, �' / / / / I
I SEE TABLES ON . rt OF I CL OF -
EXT.V l 1i I 6'MAX-
. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
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__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
__ SEE TABLES ON ", f H2
EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
ISEE Al -_ (SEE APPUICASLE DIP
WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
'To END OF - (TO END OF NOTES:
ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
=
4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
Wil PANEL WIDTH - "16- i
NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
-
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WEEPHOLE PATTERN @ SILL ENDS
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�
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: -1 - INTO GO "I
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I --,---.- ------ _�
. TYP. ANCHOR TYPE, EMBEDMENT AND
,
MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
' rr1rA1ZG7 - EDGE 2-30*
. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
1 2 . I I ' I SPACING I r
EMBED- . � I - !; , , � __ __ � .
MEN7. - 17 , � - - 9� . f
, � f ________�1_____, �� - ---.----
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.; 1�) A_&_!11 ! REINFORCFWNT SCREW
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BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
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1 7 PFRSTL E�, LOCATED AT
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I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
-,,, Is'sl , XV 0 P.0- BOK MEW
/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
IIIIII0 P" __T__
A- LYNN M E I
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SEE : HEIGHT i I
TABLES I - BELOW i X
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[ _DETAIL 4-1
L�N
TYP, ANCHOR TYPE, EMBEDMENT AND
_
r ' EDGE DISTANCE PER SUBSTRATE,
, � SEE TABLE T SHEET 6
2_316, -1 EDGE
\ I Row :� DISTANCE -
. 11 � r! PA I CING I . . I I I
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TABLE 1, ANCHOR TYPES:
TYF, ANC40R TYPE, EMBEDMENT AND
EDGE DISTAXCE PER SUBSTRATE,
SEE TABLE 1. SHEET 6
EDGE
---� L)I$TANM
FDE�
1_TN_r6 Awv_mwwl
V81, MtU el
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO FIF PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP, ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE __\
SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
EDGE STRUCTURAL STEEL
-1 DISTANCE ,'_\� SUBSTRATE
� -
_
1 DETA L4
L I!L
TO STEEL
METAL SUBSTRATE DETAILSSRMIN FOR READ
ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
EXCEPT POCKET �AMB)
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62�_, i ,,, I ;. NOTES
, - : _6 -
- \ � - � 3 � -
I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
� ; I I
I f.� I
K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
Q21) i (J4_1. i
(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
I
I (1_5�_ 1 ��2 1 f 110
i I i . __
� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
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. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
I l
MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
. 1, 4 1 . NOT - ,;� : *
PER E E 4w� � III -_ 5 Q
- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
, .. I --T—m-
.
�
�
AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
, ...
. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
__ .---- -
Ty Pe subwate Anchor . Minimum wn. Edge
__ , - Embedment Distance
______ -
# 2 heet eWScrvw,IG,% I -Ts" T,I�
P.T. Sauttmm Pine -
($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
1
114* Elco Cirele-Nex SS4 1AIT 1-314"
A -
Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
- - _
A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
I I = , Mly -
Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
__ - _____
Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
(AS TM -90) -
114" Elco Crele-Flex SS4 i-14' 1.3141
-
CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
T) � --,."-.,--- ___
ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
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11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
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CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
— - HVIIT _F_777TF_I I _T1 -F-----7--
WIVAN GLASS
31WHS GLASS -
GLASSTYPE"B"
PVB W-N--A-T-E,
INSULATED GLASS
1-3116'NOM.
WiTAIRSPACE
-
/-HEAT-WRROR PILU
�
4EXT �/ � IINT.jp�
I
i i 311VTGLASS
DUPONT.000'PVB T - -
7/16' 1 i -
I - " -- _It4i
I �_ " 11 �,
719' , i ., 1-800,
GLASS
BITE I - --R
- f. 'r I\i I / -
1�fl�2 - � ,/
(D3 -
GLASS TYPE "C'
PVS LAMINATE, INSULATED
WITH HEAT -MIRROR FILM
GLASS
NOA DRAWING MAP
SHEE
GENERAL NOTES .... � ..... I
GLAZING DETAILS, ........ 1
EILEVATIONS___ .......... 2-4
HORIZ. SECTIONS...__6
VERT. SECTIONS .... ___6
ACCESSORIES.... ......... -7
DESIGN PRESSURES,...8-9
EXTRUSIONS ...... � ----------- 10
PARTS LIST... ------- � .......... 11
CONFIGURATIONS ...... _12
PANEL TYPES ................. 13 I I
INSTRUCTIONS: I I % % � � I i � I f f) " — I
,\" ; IfNN Arj� I/ " pe.ieoo ar, 0 - Rmis
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE , �
SLIDING GLASS DOORSIMAY BE DETERMINIED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B 1� " " ""' "-'-,, I% I
I . , N,� ,� I -_
I
, . ,,l
OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN � - , �, -,t :, � , .-. , * I R.vfMd9r D.I.- R.%isiw I
PRESSURE IS ABOVE 8G PSF, OTHERWISE USE TABLF 2. SHEET 8. - I
Z : NO, sgp3s 1. , �: -
2) LOCATE THE SLONG GLASS DOOR SIZE ONTHE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL = : , - I nF I I
,
PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE. ALWAYGROUND UP TO THE NrZXT LISTED S[zr. - : Z�, L _ 0-#ft- 0�6I,:
7: -10 '. , 67, - Luz —0
-,. ,p - , 7— W �:
3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS Af�E_DEFINED IN TA13LE 1, SHEET 6. ,I ?�, .-�� GENERAL NOTES & GLASS TYPES J ROSOWSKI
� , �� ,. � -
ALONG WITH THP APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIIM�JM EDGE DISTANCE, , - .. S P�11 � .-;�, I ______ I
1�
, () '. Op, " I 11 '1070 TECHNOLOGY ORAe TW: D.ts.
4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, .SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN , Z�� FIOR� .. .0
1�', �'S'_�___ , I N. l ft 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10
,�, �,�,
PRESSURE IS MET OR FXCFFDcD. USE THE ANCHOR QUANTITIES SHOWN. e P-0. BOX 15W
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SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
,( ,1 I EXT.V .� / OTHERS / , -Ill -
EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
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EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
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31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
ISEE Al -_ (SEE APPUICASLE DIP
WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
'To END OF - (TO END OF NOTES:
ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
=
4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
Wil PANEL WIDTH - "16- i
NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
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ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
' rr1rA1ZG7 - EDGE 2-30*
. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
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TYP, ANCHOR TYPE, EMBEDMENT AND
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2_316, -1 EDGE
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TYF, ANC40R TYPE, EMBEDMENT AND
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SEE TABLE 1. SHEET 6
EDGE
---� L)I$TANM
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V81, MtU el
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO FIF PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP, ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE __\
SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
EDGE STRUCTURAL STEEL
-1 DISTANCE ,'_\� SUBSTRATE
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1 DETA L4
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ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
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I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
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K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
Q21) i (J4_1. i
(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
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� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
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[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
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AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
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. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
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______ -
# 2 heet eWScrvw,IG,% I -Ts" T,I�
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($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
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A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
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Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
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Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
(AS TM -90) -
114" Elco Crele-Flex SS4 i-14' 1.3141
-
CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
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CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
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PERANChOP ' / DISTANCE FER SUBSTRATE, SEE TABLE 11, SHEETS _� /
REQUIREMENT -� ""' -1
. � / / DISTANCE "_�o ASTRAGAL ADl �� �) ,, / /
I . ", ':Tib' STRAGAI. ADD -ON RIFINF. ",
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LOCATIONS FOR : o I WTDTFL PANEL WIDTH - 8.2116"
� 1. -
1-lih � . 4EXT. _L_ - : : BYPASS (HEAD & SILL) I -I------, -L- .I-- -1 p, HEIGHT. PANEL HEIGHT - a-vw
4EXT. , POCKET : CONDITIONS- (--,- � , I f /_ \
�
I CONDITIONS. 21 _6. � � I --- I I I I
MAX i -�- -- I- - _,-, -, -,-,- -� -- -- +_ - -, - -1 . ....... ... - - 0 f
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. � SHE ,
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Flir�TAT. (@7 EACH PANEL, SEE TABLES ;�j / " / " , , I SHE HEIGHT 1 1 �
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ON SHEETS 8 & 9. ON SHEETS a & P, / / i . .
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11 I EACH PANEL. SEE TABLES ON � . - EACH PANEL. SEE TABLES i/ BY / / 7 � . 'qt DETAIL I F AiL 2 ; . I
SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
,( ,1 I EXT.V .� / OTHERS / , -Ill -
EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
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, ANCHORS Q S WAICH LE � " i, I I __ INTERLOCK :
, "T"'S S, .
INTERSECTIONS. TERS E \ " / / , ;; I SHOWN I
TABLES ON 'FEET, �' / / / / I
I SEE TABLES ON . rt OF I CL OF -
EXT.V l 1i I 6'MAX-
. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
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- I DETAIL F
. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
__ SEE TABLES ON ", f H2
EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
ISEE Al -_ (SEE APPUICASLE DIP
WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
'To END OF - (TO END OF NOTES:
ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
=
4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
Wil PANEL WIDTH - "16- i
NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
-
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WEEPHOLE PATTERN @ SILL ENDS
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. TYP. ANCHOR TYPE, EMBEDMENT AND
,
MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
' rr1rA1ZG7 - EDGE 2-30*
. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
1 2 . I I ' I SPACING I r
EMBED- . � I - !; , , � __ __ � .
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, � f ________�1_____, �� - ---.----
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.; 1�) A_&_!11 ! REINFORCFWNT SCREW
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BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
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1 7 PFRSTL E�, LOCATED AT
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I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
-,,, Is'sl , XV 0 P.0- BOK MEW
/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
IIIIII0 P" __T__
A- LYNN M E I
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HEIGHT , : i PANEL j 3&G V) I I li-9)
SEE : HEIGHT i I
TABLES I - BELOW i X
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2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
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[ _DETAIL 4-1
L�N
TYP, ANCHOR TYPE, EMBEDMENT AND
_
r ' EDGE DISTANCE PER SUBSTRATE,
, � SEE TABLE T SHEET 6
2_316, -1 EDGE
\ I Row :� DISTANCE -
. 11 � r! PA I CING I . . I I I
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TABLE 1, ANCHOR TYPES:
TYF, ANC40R TYPE, EMBEDMENT AND
EDGE DISTAXCE PER SUBSTRATE,
SEE TABLE 1. SHEET 6
EDGE
---� L)I$TANM
FDE�
1_TN_r6 Awv_mwwl
V81, MtU el
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO FIF PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP, ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE __\
SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
EDGE STRUCTURAL STEEL
-1 DISTANCE ,'_\� SUBSTRATE
� -
_
1 DETA L4
L I!L
TO STEEL
METAL SUBSTRATE DETAILSSRMIN FOR READ
ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
EXCEPT POCKET �AMB)
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- \ � - � 3 � -
I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
� ; I I
I f.� I
K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
Q21) i (J4_1. i
(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
I
I (1_5�_ 1 ��2 1 f 110
i I i . __
� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
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. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
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MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
. 1, 4 1 . NOT - ,;� : *
PER E E 4w� � III -_ 5 Q
- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
, .. I --T—m-
.
�
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AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
, ...
. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
__ .---- -
Ty Pe subwate Anchor . Minimum wn. Edge
__ , - Embedment Distance
______ -
# 2 heet eWScrvw,IG,% I -Ts" T,I�
P.T. Sauttmm Pine -
($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
1
114* Elco Cirele-Nex SS4 1AIT 1-314"
A -
Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
- - _
A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
I I = , Mly -
Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
__ - _____
Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
(AS TM -90) -
114" Elco Crele-Flex SS4 i-14' 1.3141
-
CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
T) � --,."-.,--- ___
ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
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11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
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CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
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2X AIDED SUCKSTl L I
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I OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT .
7 2X 0D - . ...... --.---..
l 4. SF`FiFT 1 ,� _ AND EUG� 9'tl7ANCE PER SUBSTRATE, BUCKSTRIP I _.
" _A6UE OR FRAMING. SEE .
- L EDGE I__ "' SEE : - I� Sl G NOTE 4� $11.= ; I DETAIL 3 i
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1 I - - � ' - _______--- 71 NON-STRUC7URA1_ L �no�-
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j_ IX SUCKS-MIP NOTF4,SHLETI
QUIRED IF DOOR ]�,:_ . . .- I /
HEIGHT IS OVER 95^ ". lz�_, I .
I ,_,_,, 1'�� i . ', CONCRETEICMU
I I�� - � 11 - -, 14#�� - , , I I PERANCHOR
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11 �_' I ... ,,�,) i -. �
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, 1 '' . " - SLffiSTRATE SCF TABLE 1, SHEET 6
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. TYP. ANCHOR TYPE, EMBEDMENT AND
,
MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
' rr1rA1ZG7 - EDGE 2-30*
. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
1 2 . I I ' I SPACING I r
EMBED- . � I - !; , , � __ __ � .
MEN7. - 17 , � - - 9� . f
, � f ________�1_____, �� - ---.----
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.; 1�) A_&_!11 ! REINFORCFWNT SCREW
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I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
-,,, Is'sl , XV 0 P.0- BOK MEW
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[ _DETAIL 4-1
L�N
TYP, ANCHOR TYPE, EMBEDMENT AND
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r ' EDGE DISTANCE PER SUBSTRATE,
, � SEE TABLE T SHEET 6
2_316, -1 EDGE
\ I Row :� DISTANCE -
. 11 � r! PA I CING I . . I I I
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TABLE 1, ANCHOR TYPES:
TYF, ANC40R TYPE, EMBEDMENT AND
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SEE TABLE 1. SHEET 6
EDGE
---� L)I$TANM
FDE�
1_TN_r6 Awv_mwwl
V81, MtU el
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO FIF PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP, ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE __\
SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
EDGE STRUCTURAL STEEL
-1 DISTANCE ,'_\� SUBSTRATE
� -
_
1 DETA L4
L I!L
TO STEEL
METAL SUBSTRATE DETAILSSRMIN FOR READ
ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
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I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
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K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
Q21) i (J4_1. i
(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
I
I (1_5�_ 1 ��2 1 f 110
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� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
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11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
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. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
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MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
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PER E E 4w� � III -_ 5 Q
- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
, .. I --T—m-
.
�
�
AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
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. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
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Ty Pe subwate Anchor . Minimum wn. Edge
__ , - Embedment Distance
______ -
# 2 heet eWScrvw,IG,% I -Ts" T,I�
P.T. Sauttmm Pine -
($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
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114" Elco Crele-Flex SS4 i-14' 1.3141
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ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
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CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
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REQUIREMENT ,
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1) l AILS APPLY YO 2, 3 AND 4 MA�F \ ____ _ Revimbn:
IT , CONFIGURATIONS. I "I .1. 4,�q "I
I " - ,
,)'lOT'f1ONAL L ' Z�'.-' Cej,ISP "
2) SEE SHEETS 24 FOR ANtHOR LOCATION &SPACING, r - -. I . :1
-�. 151- _� I
� I _-� ,��, - ,,� - '.. * . � �
3) SEE 7ABLFS 2-4 FORREWFORCEMEW " " . 1� R.,?.d Ity- Mfe: RevIsbri;
RECUIREMENTS. �-7 ',-:. t�(). 557C35 ,_ :�
CCONTINUOUS ANCHOR PLAT E, ITEM #8, IS RF�Ull I - -�< -' -
=� ZT ALL FRAME ANCHOR LOCATIONS. I- : � � � - = _1 __... ____
i- *
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- _A 5� PANEL WIDTH DOES NOT INCLUDE NTERLOCK OR :I --. a .3ill )-�J�- " w Z l 6�
EXTERIOR AST RAGAt ADD- ON - 13 - .. LU:_- HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
�7 -,, �', �jF 101F ., -
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$)ALL REINFORCEMENTS ARE APPROXIMAT ,� , I _
FULL LENGTH OFTHE EXTRUSION. REFER TOTCST ? , , , �,� 770ft" -
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I \ REPORTS FOR FXAC I Dil , _ , �p 9 VENICE, FL 34275
,
�/ , , 1 VINYL SGD INSTALLATION GUIDELINES 11118/10
1 ""�,()"4�, F. a. BOX 152a 1
,;I'''' " NOKOMI�, FL 34274 SEARWv0dw Asov No. R.,
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CONCPE'l - YP. Al TYPE, EMBEDMENT AND tl __ AFOUIRFID IF l _. - �xr BUC4<5Tl / NOTF4,SHEET1
- / I l PER SUBSTRATE, SEE TABLE 1. SHEET� -�) "' � ,%N .
PERANGf1nR , 4 _\11FtGHT IS OVER 96" r , .
� , Fj lciF , �, \.- ,�� , , - 1, � I
REQUIRENIENT 7� , ��6,'ASIRAGAILACCION ,/" , - ,�. '_ ., CONCRFTEfCl j
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.: �,, , , ` I—' ', �, -_ EMEW SCREW; 5 " I I . - '(0, ( j � . j EMBEDMENT
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_____�_�'�� =1 , ,__ -- - -1 1
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i 't 11 � - ;��; �L f, I I " . I..... .-.--.-. . / INSTAI I ED), L;-:�:�.'� .1-1 - - - - yl� . , � I ,
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: 1\ I- ___ --i /- AND EDGE DISTANCE PER
..- - \ =�'��, 1
114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
� ,-, 1:�p I I
- I
f
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DISTANCE I I r - - I ,,, -- . j � ., / ... E
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:
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,-- -
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I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
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($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
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Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
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A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
I I = , Mly -
Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
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CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
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I \ REPORTS FOR FXAC I Dil , _ , �p 9 VENICE, FL 34275
,
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1 ""�,()"4�, F. a. BOX 152a 1
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1156�i "",I �' / . / / - Z\�__ (HEAD & SILL)
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- I DETAIL F
. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
__ SEE TABLES ON ", f H2
EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
ISEE Al -_ (SEE APPUICASLE DIP
WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
'To END OF - (TO END OF NOTES:
ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
=
4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
Wil PANEL WIDTH - "16- i
NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
-
11125�
N11
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WEEPHOLE PATTERN @ SILL ENDS
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— _ - -_
� � . DETAIL 4] 1 DETAIL441
�
. 1: 1��q_NnONRY I :
: -1 - INTO GO "I
� i Ix BU&SMIF [
I --,---.- ------ _�
. TYP. ANCHOR TYPE, EMBEDMENT AND
,
MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
' rr1rA1ZG7 - EDGE 2-30*
. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
1 2 . I I ' I SPACING I r
EMBED- . � I - !; , , � __ __ � .
MEN7. - 17 , � - - 9� . f
, � f ________�1_____, �� - ---.----
I . . � , , t - - 4 , .11 - �- -
____E. I - , :�� --c EMBED_
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. IF q�,l wil �1 �.,_., A 111 _/ I vgr-ml * MAX.
IiOR2X � , , 98 X,V4'SM
.; 1�) A_&_!11 ! REINFORCFWNT SCREW
WOOD 1-==k, 0 _��
I I
BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
I
1 7 PFRSTL E�, LOCATED AT
.
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SEE I k,-., . � CEINTERLINE AND 6', T&
11 - , r. ;
NOTE, 4, .�, � 12- FROM ENDS (FACTORY
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I 4tjz� ANGHOR LOCATIONS (2 TRACKS) J ROSOWSKI
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I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
-,,, Is'sl , XV 0 P.0- BOK MEW
/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
IIIIII0 P" __T__
A- LYNN M E I
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i 11 � I .
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t . LOCKSTILES, ::
: @��' R , ASTRAGALS, / 1 :: j
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FRAME I C � , �_ q La . PRESSURE, SEE TABLE
__: w - ?�
: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
.
L
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HEIGHT , : i PANEL j 3&G V) I I li-9)
SEE : HEIGHT i I
TABLES I - BELOW i X
I .
i 7 I i I @)
2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
0 HEI FIT - ' , � I � I
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[ _DETAIL 4-1
L�N
TYP, ANCHOR TYPE, EMBEDMENT AND
_
r ' EDGE DISTANCE PER SUBSTRATE,
, � SEE TABLE T SHEET 6
2_316, -1 EDGE
\ I Row :� DISTANCE -
. 11 � r! PA I CING I . . I I I
_. . , 11 - 1.� I � I�L , 11.1 I I , I I
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TABLE 1, ANCHOR TYPES:
TYF, ANC40R TYPE, EMBEDMENT AND
EDGE DISTAXCE PER SUBSTRATE,
SEE TABLE 1. SHEET 6
EDGE
---� L)I$TANM
FDE�
1_TN_r6 Awv_mwwl
V81, MtU el
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO FIF PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP, ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE __\
SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
EDGE STRUCTURAL STEEL
-1 DISTANCE ,'_\� SUBSTRATE
� -
_
1 DETA L4
L I!L
TO STEEL
METAL SUBSTRATE DETAILSSRMIN FOR READ
ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
EXCEPT POCKET �AMB)
! I k,
,i
I I --(�6 �, f
I __
I F9 , ,4_�h ".1 j �. �
,
I 1
62�_, i ,,, I ;. NOTES
, - : _6 -
- \ � - � 3 � -
I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
� ; I I
I f.� I
K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
Q21) i (J4_1. i
(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
I
I (1_5�_ 1 ��2 1 f 110
i I i . __
� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
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11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
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114' T ." - � . � � __�� . V4' 'C' . * I-
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_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
I l
MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
. 1, 4 1 . NOT - ,;� : *
PER E E 4w� � III -_ 5 Q
- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
, .. I --T—m-
.
�
�
AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
, ...
. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
__ .---- -
Ty Pe subwate Anchor . Minimum wn. Edge
__ , - Embedment Distance
______ -
# 2 heet eWScrvw,IG,% I -Ts" T,I�
P.T. Sauttmm Pine -
($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
1
114* Elco Cirele-Nex SS4 1AIT 1-314"
A -
Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
- - _
A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
I I = , Mly -
Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
__ - _____
Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
(AS TM -90) -
114" Elco Crele-Flex SS4 i-14' 1.3141
-
CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
T) � --,."-.,--- ___
ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
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11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
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E q P,12a'l I �w.
CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
— - HVIIT _F_777TF_I I _T1 -F-----7--
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IN I
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CONCPE'l - YP. Al TYPE, EMBEDMENT AND tl __ AFOUIRFID IF l _. - �xr BUC4<5Tl / NOTF4,SHEET1
- / I l PER SUBSTRATE, SEE TABLE 1. SHEET� -�) "' � ,%N .
PERANGf1nR , 4 _\11FtGHT IS OVER 96" r , .
� , Fj lciF , �, \.- ,�� , , - 1, � I
REQUIRENIENT 7� , ��6,'ASIRAGAILACCION ,/" , - ,�. '_ ., CONCRFTEfCl j
STANCE 1� " 1 '765) N _� I 11-11-I.- ��.n I PERANGHOR
I '.. , , �/ ,,, `�� I - ... . I—. 1 ' ' ' .
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.: �,, , , ` I—' ', �, -_ EMEW SCREW; 5 " I I . - '(0, ( j � . j EMBEDMENT
� , ! _ I " 11 �, I I "I .
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_____�_�'�� =1 , ,__ -- - -1 1
14' I '�7� 2 `�,- , - ,"� � I - FROM ENDS (FACTORY , - .. - I TYR ANCHOR TYPE, EMBEDMENT
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i 't 11 � - ;��; �L f, I I " . I..... .-.--.-. . / INSTAI I ED), L;-:�:�.'� .1-1 - - - - yl� . , � I ,
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- "
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i-J), - \ a:_� 01, LI I \8,-\
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/ ---I- I � - ___- I_ I .._,;:_===--_-','_ -
— �JLI I , — ,� — I "' 11
- -1 , -.1.11. -_ .. .. '. E, SEE TABLE 1, SHEET B
I __ � i, -- — RI.,--4—_--- --- -'- _j _ . -E----=-=--_1__ _�_ � I . I/ ,
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: 1\ I- ___ --i /- AND EDGE DISTANCE PER
..- - \ =�'��, 1
114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
� ,-, 1:�p I I
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f
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DISTANCE I I r - - I ,,, -- . j � ., / ... E
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=
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EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
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ALUMINUM SUBSTRATE
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I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
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A -
Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
- - _
A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
I I = , Mly -
Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
__ - _____
Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
(AS TM -90) -
114" Elco Crele-Flex SS4 i-14' 1.3141
-
CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
T) � --,."-.,--- ___
ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
. _
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11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
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CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
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FRAME I C � , �_ q La . PRESSURE, SEE TABLE
__: w - ?�
: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
.
L
O .
HEIGHT , : i PANEL j 3&G V) I I li-9)
SEE : HEIGHT i I
TABLES I - BELOW i X
I .
i 7 I i I @)
2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
0 HEI FIT - ' , � I � I
'11-111 ; !
.
2- 1 . :
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I i /,J�� RISER 1 4-1116"
. � 3_1W
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, ,-_ i - � RISER
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; 1 (4___3)4 1 l- -1 11�
[ _DETAIL 4-1
L�N
TYP, ANCHOR TYPE, EMBEDMENT AND
_
r ' EDGE DISTANCE PER SUBSTRATE,
, � SEE TABLE T SHEET 6
2_316, -1 EDGE
\ I Row :� DISTANCE -
. 11 � r! PA I CING I . . I I I
_. . , 11 - 1.� I � I�L , 11.1 I I , I I
� - .
. 1� � r. I . , I I Ill - .
1. . . . - -
". I 1. S , , k , - �
� . . -f -1 � w . 4 �, -.
� I
1
.
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.
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I X MAX
I . I �
TABLE 1, ANCHOR TYPES:
TYF, ANC40R TYPE, EMBEDMENT AND
EDGE DISTAXCE PER SUBSTRATE,
SEE TABLE 1. SHEET 6
EDGE
---� L)I$TANM
FDE�
1_TN_r6 Awv_mwwl
V81, MtU el
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO FIF PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP, ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE __\
SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
EDGE STRUCTURAL STEEL
-1 DISTANCE ,'_\� SUBSTRATE
� -
_
1 DETA L4
L I!L
TO STEEL
METAL SUBSTRATE DETAILSSRMIN FOR READ
ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
EXCEPT POCKET �AMB)
! I k,
,i
I I --(�6 �, f
I __
I F9 , ,4_�h ".1 j �. �
,
I 1
62�_, i ,,, I ;. NOTES
, - : _6 -
- \ � - � 3 � -
I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
� ; I I
I f.� I
K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
Q21) i (J4_1. i
(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
I
I (1_5�_ 1 ��2 1 f 110
i I i . __
� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
.
11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
I
- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
. .. I . . , .1 . I __ -D
114' T ." - � . � � __�� . V4' 'C' . * I-
. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
-
� E �I �� __ �-_-_.Z- -.-- _- .
L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
I l
MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
. 1, 4 1 . NOT - ,;� : *
PER E E 4w� � III -_ 5 Q
- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
, .. I --T—m-
.
�
�
AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
, ...
. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
__ .---- -
Ty Pe subwate Anchor . Minimum wn. Edge
__ , - Embedment Distance
______ -
# 2 heet eWScrvw,IG,% I -Ts" T,I�
P.T. Sauttmm Pine -
($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
1
114* Elco Cirele-Nex SS4 1AIT 1-314"
A -
Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
- - _
A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
I I = , Mly -
Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
__ - _____
Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
(AS TM -90) -
114" Elco Crele-Flex SS4 i-14' 1.3141
-
CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
T) � --,."-.,--- ___
ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
. _
tq�YST-Ojy I
., ie
L_4_____A___j
11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
,
E q P,12a'l I �w.
CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
— - HVIIT _F_777TF_I I _T1 -F-----7--
i 11 � I .
1. -,.,? . FOR
: . /
t . LOCKSTILES, ::
: @��' R , ASTRAGALS, / 1 :: j
: I / ; j .
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� . I �
; AND , . �)
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.
,� 6 I \ HORIZOWAL / i J
,\j _. i . \ I
I I I \ RAILS :
I � I I \ % / I I
s . �
;
I L_ T[ : � i ,
i
I . , ; � SILL RISER VARIES
� .
w .
��
� . ... 2 11, ;I � WITH REOUIRFO
I (9 ; POSITIVE DESIGN
! . - z
FRAME I C � , �_ q La . PRESSURE, SEE TABLE
__: w - ?�
: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
.
L
O .
HEIGHT , : i PANEL j 3&G V) I I li-9)
SEE : HEIGHT i I
TABLES I - BELOW i X
I .
i 7 I i I @)
2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
0 HEI FIT - ' , � I � I
'11-111 ; !
.
2- 1 . :
I I (�,) i 4-51W
I i /,J�� RISER 1 4-1116"
. � 3_1W
.
I ��
U [ � f T � I `- 1�
, ,-_ i - � RISER
I
I ... � RISER
I
; 1 (4___3)4 1 l- -1 11�
[ _DETAIL 4-1
L�N
TYP, ANCHOR TYPE, EMBEDMENT AND
_
r ' EDGE DISTANCE PER SUBSTRATE,
, � SEE TABLE T SHEET 6
2_316, -1 EDGE
\ I Row :� DISTANCE -
. 11 � r! PA I CING I . . I I I
_. . , 11 - 1.� I � I�L , 11.1 I I , I I
� - .
. 1� � r. I . , I I Ill - .
1. . . . - -
". I 1. S , , k , - �
� . . -f -1 � w . 4 �, -.
� I
1
.
IE - �_ �_ ___ �
.
�Iw
I X MAX
I . I �
TABLE 1, ANCHOR TYPES:
TYF, ANC40R TYPE, EMBEDMENT AND
EDGE DISTAXCE PER SUBSTRATE,
SEE TABLE 1. SHEET 6
EDGE
---� L)I$TANM
FDE�
1_TN_r6 Awv_mwwl
V81, MtU el
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO FIF PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP, ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE __\
SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
EDGE STRUCTURAL STEEL
-1 DISTANCE ,'_\� SUBSTRATE
� -
_
1 DETA L4
L I!L
TO STEEL
METAL SUBSTRATE DETAILSSRMIN FOR READ
ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
EXCEPT POCKET �AMB)
! I k,
,i
I I --(�6 �, f
I __
I F9 , ,4_�h ".1 j �. �
,
I 1
62�_, i ,,, I ;. NOTES
, - : _6 -
- \ � - � 3 � -
I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
� ; I I
I f.� I
K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
Q21) i (J4_1. i
(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
I
I (1_5�_ 1 ��2 1 f 110
i I i . __
� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
.
11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
I
- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
. .. I . . , .1 . I __ -D
114' T ." - � . � � __�� . V4' 'C' . * I-
. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
-
� E �I �� __ �-_-_.Z- -.-- _- .
L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
I l
MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
. 1, 4 1 . NOT - ,;� : *
PER E E 4w� � III -_ 5 Q
- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
, .. I --T—m-
.
�
�
AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
, ...
. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
__ .---- -
Ty Pe subwate Anchor . Minimum wn. Edge
__ , - Embedment Distance
______ -
# 2 heet eWScrvw,IG,% I -Ts" T,I�
P.T. Sauttmm Pine -
($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
1
114* Elco Cirele-Nex SS4 1AIT 1-314"
A -
Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
- - _
A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
I I = , Mly -
Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
__ - _____
Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
(AS TM -90) -
114" Elco Crele-Flex SS4 i-14' 1.3141
-
CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
T) � --,."-.,--- ___
ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
. _
tq�YST-Ojy I
., ie
L_4_____A___j
11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
,
E q P,12a'l I �w.
CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
— - HVIIT _F_777TF_I I _T1 -F-----7--
[ _DETAIL 4-1
L�N
TYP, ANCHOR TYPE, EMBEDMENT AND
_
r ' EDGE DISTANCE PER SUBSTRATE,
, � SEE TABLE T SHEET 6
2_316, -1 EDGE
\ I Row :� DISTANCE -
. 11 � r! PA I CING I . . I I I
_. . , 11 - 1.� I � I�L , 11.1 I I , I I
� - .
. 1� � r. I . , I I Ill - .
1. . . . - -
". I 1. S , , k , - �
� . . -f -1 � w . 4 �, -.
� I
1
.
IE - �_ �_ ___ �
.
�Iw
I X MAX
I . I �
TABLE 1, ANCHOR TYPES:
TYF, ANC40R TYPE, EMBEDMENT AND
EDGE DISTAXCE PER SUBSTRATE,
SEE TABLE 1. SHEET 6
EDGE
---� L)I$TANM
FDE�
1_TN_r6 Awv_mwwl
V81, MtU el
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO FIF PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP, ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE __\
SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
EDGE STRUCTURAL STEEL
-1 DISTANCE ,'_\� SUBSTRATE
� -
_
1 DETA L4
L I!L
TO STEEL
METAL SUBSTRATE DETAILSSRMIN FOR READ
ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
EXCEPT POCKET �AMB)
! I k,
,i
I I --(�6 �, f
I __
I F9 , ,4_�h ".1 j �. �
,
I 1
62�_, i ,,, I ;. NOTES
, - : _6 -
- \ � - � 3 � -
I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
� ; I I
I f.� I
K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
Q21) i (J4_1. i
(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
I
I (1_5�_ 1 ��2 1 f 110
i I i . __
� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
.
11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
I
- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
. .. I . . , .1 . I __ -D
114' T ." - � . � � __�� . V4' 'C' . * I-
. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
-
� E �I �� __ �-_-_.Z- -.-- _- .
L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
I l
MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
. 1, 4 1 . NOT - ,;� : *
PER E E 4w� � III -_ 5 Q
- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
, .. I --T—m-
.
�
�
AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
, ...
. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
__ .---- -
Ty Pe subwate Anchor . Minimum wn. Edge
__ , - Embedment Distance
______ -
# 2 heet eWScrvw,IG,% I -Ts" T,I�
P.T. Sauttmm Pine -
($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
1
114* Elco Cirele-Nex SS4 1AIT 1-314"
A -
Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
- - _
A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
I I = , Mly -
Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
__ - _____
Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
(AS TM -90) -
114" Elco Crele-Flex SS4 i-14' 1.3141
-
CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
T) � --,."-.,--- ___
ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
. _
tq�YST-Ojy I
., ie
L_4_____A___j
11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
,
E q P,12a'l I �w.
CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
— - HVIIT _F_777TF_I I _T1 -F-----7--
tq�YST-Ojy I
., ie
L_4_____A___j
11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
,
E q P,12a'l I �w.
CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
\�., I I
11-T-ilfl?" P7r)p.1-0'z
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
— - HVIIT _F_777TF_I I _T1 -F-----7--
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12114/201 0
CAR Expiration Data: 11/1 1/2014
Company Code: 190
This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
-1— :
- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
Company Information: Product Information:
PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
1070 Technology Dr. Operatoi Typa: SD
PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
Nokomis FL 34274 Pv1 ax 'A' idth: 203
1 Mix Height: 96
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
— - HVIIT _F_777TF_I I _T1 -F-----7--
Referenced Standard: I Product Rating:
ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
Qualifying Test Information:
Test Report No: FTL-6376/6377
Test Re,�,ort Expirition: 1 1111112014
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
— - HVIIT _F_777TF_I I _T1 -F-----7--
Authorized Signature:
"�?� Ill -7--
, _
. ,�
Ilarcsia Fall_,. Presicril
- �%,.kelslinecersconn
Keystone Certifications. Inc.
1790 Old Trail Road, Suite D
Ett-rs, Pennsylvania 17219
Phone: 717-922-850C,
Fax; 717-9.32-15501
PRODUCT APPROVAL-
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY D R: FL 5 0.
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
— - HVIIT _F_777TF_I I _T1 -F-----7--
6. -
NM_
MAX.
MAX,
55 10.
2 MAY -
Lit
ILI]
LL a:
1 6-
I MAX.
_5210MAX 55 3iff" FMME D.D,
40'FNED WIDTH DL0 52 1/0" MAX -
4W FIXED WIIDTIH LILQ
9FF SHEET 9 W I C.
rORANCHORAGE- MAX, - - MAX. TYP.
REQUIREMENTS mu. TYR
33 14"
3 33 3A'
FIXED FIXED
HEIGHI-13LO HEIGHTDILO
76'
MAX
FRAME
33 314' 33 YC
SMH SASH
HFICHT DILO HE41HTDL40
X X
roply.4whk the FIfflaft
Ild
45314'WHW(DTH DW 453IVS"4VVIDTHDLO-
Typ�
BOXFRAME INTEGRAL FIN
MAX. 51ZE = 52.12:5' X 7511 MAX. SIZE = 52.125' X 75'
NOTE-
1. FOR BOX FRAME SECTICNG8E�ESHFFT 6 AND ANCHORAGF: INFORMATION SEE SHEETS SIAM) IQ.
2. FOR INTEGRAL FIN FRAMESECTIOWS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI I
Do,
_M7
11&5W
A
PFRMA014l-� LETTER DA TED IMIMS
ELEt
D12
AODMIO'AM.NXOVSKW7n&WFRAMFFLP:VArM
10TOnCHN01-0,GY DRIVE
WKOMIS,
Pd
RfMIW
-
M71fl
_`Wl'_
ji
C
NO "WE MIR $9EET
P.O. WK 1526
--Ac-T;-
�Mhlv
DOW
MAO!
NOKUM!Ii, rL 34 274
D&
707)W
I'm
Pit
ROMEO
�h WMA
aw
04 1
Exa rnp�e: 52.125 x 7 5 For 111 VOndow 3
Ailohors required in tht head
,,,,,o�Anchom roquireid below the MTR
Anchots requfrod aboy a the MTR
Example. 32, 125 x 62.500 For Vlew V*dow s
Head-
R Sash"
Fixed -
NOTE FOR VIEW VANDOVVS USE VIBN FIXED WINDOW HFIGHrF FOR ANCHOR MIANT-ITY INHEADAND
ABOVE THE MTR, AND USE THE V IEW &A-51H WNDCW HOGHT FOR ANCHOR QUA N1TIN BELOW THE MTR�
MAXIMUM HEIG14T FOR VIFW WINDOW IS 62 112".
INC)TE. FOR VIEW WINDOW THE! LARGEST CAN NOT EXGEED THE TESTED 51 ZE.
U. U. flasm � �A 1 FER AFAMI-DAeR fFrrFR CA79D 1WJ1,W
100 TECHM)LOUY DRIVE
A DaED AAV MMRED VIEW IMINDOW &X4AoLF6 140WHIS. FIL M75
ji NO CNANU THIS 4MET pg. BOX 14 A
NOXCIAIB� ri-34274 awer
D, a. ......
910 SCREW
(sea NOTE 3)
FLANGE
SCREW
2r, WOOD BI�CK
(SEE NM �)
114jMAX,
SHIM
k
73
Nung Window, LM MIssife
;�Ts 1-2 - 11 _7� 5191-1
qy
LU w:
FLqRN
A.
F L P, C.9 r�870 6
ANCHORAGENOT ES FOR BOX J��ME:
I- ANCHORTYPES: I-ViWULTRACONS
2 - #10 $CREWS
2. ANCHOR LCICATIONS ARE BASEDCN THE
FOLLOWING DIMENSIONS,
HEAD- 6" MIAX, FROM TOP CORNERS
JAM [36 - 9" MAX. FROM TOP CORNERS*
('NOT TO EXCEDE 1/40F TOTAL WINDOW HEIGKT�
6" MAX. FRON RMTOM WRNERS
4" MIN. BELOW M7G. RAIL
SILL - ANC"QRS NOT REQUIRED
a. INSTALL PER THE ADJAC�Nf TABLE ANCHOR
CIUANTITIFS UAING THP DIMPNISICNAL CR1717-RIA OP
NOTE 2.
4. ANCHORAGE SHOWN FOR BOX FRAVE� W7H ORWITHOUr
OPTIONAL FLANGE.
5. FOR INTEGRAL NAIL FIN FqAmrzAVCHDRAGE. SEESHEET 11�
&
T67
VIEW WINDOW 'ROIJOUCTREW&W
52 11 W-1 121 clornpilyafgmith am florido
BmIding Code
rodWC iro
-- Adw,-
A,. pta IN"o
M11
ay
.OH FIXED
02 112*
I f
AH SASH
0, OF
ANCHORAGE SPACING
V00 �18 tqn r9G ivisshle. Ammot 40NPLC-;,o�
Windolff, LEI-
iq�l% A. LY�mwla��'P.E.
NTS 9 FL P.E,# 58705
1� �~ - 11 5191-1
QVT*�� FLANGI� --'
JAMB Wi BOX FRAME HEAD W1 C30X FRAME
THRQUOH FRAME IN702x WOOD THROVISH FRAME INT02x WOOD
1� WOOD 9UCK
(SEE Nt07r=
F. C.,
I Mll MIN -
we, PAI N,
3.6 Kai Wki. CO NCR 61'5
I J47'MAX. $HIM- I OR I S'KSI MIN. 0NU
FLANGE
114"1
MAY,
tx WOOD BLK;K �J, 91 VOPAACCON
me NorE i)
CPTIONAL F-LANOE
JAMB W1 BOX FRAME HEAD WJ eOX PRAM2
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRIETF
Ix BUCK OPTIONAL 1x 6UCK OPTIONAL
NOTES:
i . FGR CONC-RETE APPL)CATIONS IN' VIAMI-DA13e OCIUNITY, USIP IDINILY MIAMI-DAM MUNTY APPROVED 3A6'4LTRAC0N, EMBEMD i 3X' MIN., DISTANCE FROM ANCHOR
TO CONCRETE EUGE IS I- MINiMI131%4.
2. FPF? WWO j%F`PtfQATI0N$ IN MIkUl-DADE GOVNTY, VSFE 010 STEEL KREW, RM8r:;PF_r) I 31W MIN-
3, WOOD BILICKS, DEPICTED IN THE: SECTIONS ON THIS PAGE AS 1K ARE BUCKS WHOSE TOTAL TH[CHNESS �S LESS THAN 11 ev, ix WOOD BUCKS ARE U!"POWL IF OW7
CAN BE INSTALLEn DIR�CTLY TO SMID GIONCRETE. MUT) SUCKS OtPICTED AS 2x ARE I VZT41CK OR GREATER. INSTALLATiON TO, THE SUBSTRATE OF VK0D
RUCi(S TO 01: ENGWECRED 6Y OTHLNS OR AS APPRoVi�b 1W AUTAORM� HAVING
4, FOR A7TACHMENT TO ALUMINUM T�iE MA7ERfAl SHALL OE A WNI(OUM STRENGTH OF M�-TD AND A MftMUM OF fff' THICK. fKe ALOMINQU S-�IIQCVURAL PAEMBER
SHAt-L 13E OF A,92F TO PROVIVE fl.�LL 5UPPORT TO TME'AINI)OW FRAME,91MILAft TU 7HAf allOWN M THESF DETAILS FOR 2x WOOD BUCK8. THE ANCHOR 61 IALL
BEA #11) SHEET METAL SCRIZW WIT14 FULL ENGAG�MF�11 IWTO THE ALUMINUM. IF THLSE GRITURLA ARE MPT, THL KSPr=C7IVP DFsSr,,N PRr;SSLIRE5; AND ANCHORAGE
SPACING FOR ULrWOUS MXY BE USED.
11- . . 7&4�� . --- C-1-
V.a f 1�" A FERUAWDALIE(EURR DAWI) 10010
41�;zw_ Dwr.- Tkaw 1073 TtTCRkX03Y DRIVE i ANCHORAGE jDETAJLS - BOX FRAUE
w1w 10 � w I d L
Fambrix, Vinyl Sftle t�Dg W n 0 W, arge MISS& hl
1�- va wy gater a."s.
*wi L 3W4 1 110
_OL� F.
i).iMjhg code
No
#)z rvu
YN
'TA r- Q�
A.
2x WOOD BUCK
1 /4' MAX. SHIM-� I (SEE NOTE 2)
11F DIA, X I JM�IJAIL, 2x WOOD BUCK
V MAX FROM (SEL NOTE 2)
OPTIONAL
FLANGE
IJW'DfA, x 1 117 NAIL,
2 1jV MAX, FROM
CORNER 6 4 Vr O�C
OPTIC 14AL FLANGE -J
JAMB W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
OPTIONAL
FLANGE
1IM
1/4' MAX�
11111"
T
IM'DIA. x I 112'NAIL, /
5'K0, FRCW-' I
CORNFR & 4 I/tv'0,0, 2x WOOD BUCK
(SEE MOTE 2)
HEAD W/ NAIL FIN SILL W1 NAIL FIN
THRU NAIL FIN INTO WOOD FRAK41NG THRU NAIL FIN INTO WOOD FRAMING
NOTES,
1� FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USr!! V6- DIA, X, 1 V2" NAIL�
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2', 1xWOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE. I 1/2'THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOO BUCKS TO BE ENGINEERED BY OTHERS ORA$ APPROVED BY AUTHOR11-Y HAVING
JURISDICTION.
Z� FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MNIMUM STRENGTH OF 606�-T5 AND A MINIMUM OF 981 THfCK. THE
ALUMI NUM STRUCTURAL MEMBER 8 HALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2xWOOU DucKs. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT iNTo THE ALUMINUM.
IF THESE CRTERIAARE MET, THE RESPECTIVE DES-IGN PRESSURES AND ANWORAGE �SPACANG FOR ULTRACONS L40 BE USED�
V.a ti" I -A I PER MMWDAnfft,fiT7ER0A7FD MISM18
off-ft ANCHORAGE DETAILS - Infootal Fin Frame
'Whyl Single Yyn indow, Large lftrf/v Impact
P110, WK Iwo VIA
ROK01,11g, FL 342M Bemer shy"awo
shm INT517i - v I" oiqi-i rc
MIAMMMDMDE MIAMI-DADECOUNTY
K411H I" n PRODUCT CONTROL SECTION
DIPPARTNfFNT OF PERIM!"I'TING, ENVIRONfIfENT, AND REGULATORY 12805 SW 26 Street, Room 208
AFFAIRS (P11,11A) Miami, Florida 33175,2474
BOARD AND CODE ADMIN19YRATION DIVISION T(796)-115-2590 F(796)315-2599
NOTICE OF ACCEPTANCE (NQA)
PGT Ind ustliem
1070 Technology Drive
North Venice, FJ, 34275
scom":
This NOA is boiag issued under the applicablerutosand rogulations goveming the use of Construction
nuiterials. The doomnentation submitted has been reviewed and accepted by Nfiami-Dadv County PERA -
Prodtwt Corttrol Section to be u.wd in Miami DadeCounty and other areas where allowed by 1he Authority
Having Jurisdiction (AM).
TI-iis NOA shall not be valid after the, eapiratiwi date stated Mow. The Miami-Dado County Product Control
Section (In Miami Dade County) andior tfie AM (in areas other than Miami Dade County) reserve the right
to have this product or matcrial tosted for quality assurance purpows, If this product or material fdi)s to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the A HJ may
immediately revoke, modify, or suspood the use of such productot-inatorialwitliiiitheii,jurisdiction. P.BRA
reserves die righl to revoke this acceptance, if it is determined by Mionii-Dade County Produot Cofttrof
Section that this product or material fails to meet the rrquiremerit�s of the applicable building code.
This prodmt is approved as described herein, wid has beeti designed to comply with the Florida Building
Cocle, including the High Velocity Hunleane Zone.
DESCRIPTION; Series "S-114-500 Vinyl" White PVC Single Hlujig Window - L.M.1.
APPROVAL DOCUMENT: Drawing Mo. 51 91-1, titled "Vinyl Single Hung Window, Large Missile
Import", shcols I through 11 of 11, dated 08107108 with reyision C dated 10107/11, prepared by
manuflacturor, signM and goaled by Anthony Lynn Miller, P,E., bearing tho Miami -Dade County Product
Cmitrol Revision stamp with the Notice of Acceptame nurnbor and expiration date by the M ialfli-Dade
County Product Control Section.
MISSILE IMPACTRATING: Lurge and Sinall Missile ItopRet Resistant
TiABELING.- EaLb unit shall bear a permanent label witli the manufacturer's name or logo, city, state,
modellserles, and following sWement: "Miami -Dade Coutity Product Control Approved", unles.5 othorwise
noted berciti.
RENEWAY, of Lhis NOA shoil bo considtzed after a renewal application has Iven fileid and there has been
tio change in the applicable building Godo nagntively afllee6tig the performance ofthis plvduct.
'fERMINATION of this NOA will owir after title expiration date or iffliere has been a revision or change
in the materials, use, andlQr manufacture ofthe product or proccuss. Misuse of this NOA as an endorsioment
of aiiy product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply -with any seuion of tMs NOA 511al I be rausc for termination und removal Df NOA.
ADVERTYSEMENT: The NOA number preceded by the words Miatni-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any poilion of the NOA is
displayed, then it shall be done in its entirety.
INSPECITON. A copy of this entire NOA shal I be provided to tho user by the manufacturer or its
distributors and sball be availabie for hispcotion at the job site fft the request of the Building Official,
'flik NOA revises NOA 4 W0820.14 aild consists of this pagu I and evidence pages E- I and F-2, as -we] I
as approval dommont mentioned above.
The submitted documentation was reviewed by Maituttl PereZ, P.E.
Miliffi COUNTY NOA.No. 11-1013.19
Expiration Date: JanuW 08, 2014
Approval Date., December 08, 2011
Alp PHge 1
tioloklB CW6
z-X IOU'*" Dow
No. SB705
41 '1 z:
C) STATIO'
' 10NAU C
A. LYNU MI P. E,
FL P,E,* SB705
RD
RINFY 10
6,33 LanaWrk". Landmark'" Pro (formerIX LaIldglark'"
Plusl. Landmark'm eremiurn,
Landrnark7l' TL and Landmark- Solaris.,
Lo"I'AND Summo: SLof E
1ANDMARK Tt
NMI 'j-,
IETIL) -1- 1,3115 �rll
...... .. . . .
.............................
LANOW, A T(
SUP SLOPF
�md ft�� �pqA�: ofvqA�At w"fijig, f(,v'v6y4`a11
Ajq4v 1', o _,A,
METRIC DIMENSIONS
4
A
...
I
........ . ....
f nm)
60,; ",a)
... .................................................
6.3.3.1 Hip & Ridge 1,
.0ption I: Shadow Ridgelm
V,
-A
12
Exterior Research and Desion,LLIC.
Certificate of Authorization #9503
Metric Dimeasion
EValuatton Report 353.2,,00.05-Ris
FLS444�RS
Revision 5. 02/20/2013
Page 6 of io.
EXTERIOR RESEARCH & DESIGN, LLC.
CWtificate of Authorizarfon #950.�
T #13
353 CHRISTIAN STREET, UINr
I RIN17(ERD
OXFORD, CT 06478
PHONE� (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Certain'reed Corporation Evaluation Report,35,32.09.05-115
1400 Union Meeting RQad FI_5444-P.5�
Blue Bell, PA 19422 Date of Issuance, 09/22/2005
Revision S.: 02/20/2013
SCOPE:
Thi�, Evaluation Report: is issued Under Rule.91N-3 and the applicable rules and re.golations governing
the use of construction materials in the State Of Fl.orida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply With the 201.0 Florida Building Code..
DiESCRipTiON. CertainTeed Asphalt Roofing Shingles.
LAiBI!LiNG1 Sach unit shall bear labeling In accordance with the requirements of the Accredited
Quality Assurance Agency noted herein.
C GNTXNL1fD:ComPLxANce; This Evaluation Report is valid until such time as the named product(s)
chaftges, the referenced Quality Assurance documentation changes, or provisions ci:f the Code that
relate to the product change, Acceptance.of this Evaluaflon Report by the named client constitutes
agreement to notify Robert Nileminten, P.EM If the praduc , t changes or the referenced Quafity
Assurance documentation chzinges� TrinitylERD requires a complete review of this Evaivation
Report relative to updated Code requirements with each Code Cycle.
AoV15ATISIENENT. The Evaluatibn Report number preceded by the words "TrinitylER0 Evaluated" may
be displa ed In advertising literature. If any.portion af the Evaluation Report is displayed, then it
I Y,
shall be donei n it-q antitrety.
INSPEcrION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request .. t �e Bul. Irig icia,
This Evaluation Report consists of �pages I through 0.
Prepared by:
2i"N'
4
A6 fac&mile 5�1 �Ppednnq �a5 uafiomed
by Robert NiMhC�,l�,, P,#. 0�� 02/2C/2013
Thi5 d�� not �e�e as ar, �iectrnni��A�y s,�ned
Robert 3.M. Nieminen, P.E.
trafismitted t. th. PrLld.,t App-1 AdmmtbAo: and
Floj1da Regfstraff an No. 59166, Florlrta DCA ANE11983 �ad dt
1 . Trbity.[ERD does mgt have, nar does -it intend to aoqijl�t or wfII it acpire, a fhancial intere-st in any compagy manufaeuring or
d:lat6hUt'1ft9 P3'6d"tr�: it eVAILIZINLS.
Trinty
. . tERD is not owned, operated or controlled by any compiny rfianufaLcuring or distributing products it evaluates.
3. Robert Nieminen, R.E. does not have nor wit[ acquire, afmancal interest in any company manufacturing or distrtbuting products for whi&
the evaluation repo, ts are b8ing issued.
4. Ru�ert Ntemtnl�n, P.E. does not hav�, rior will acquire, a fin�nciAl htef,�st in any other entity involved :n the appTDvat pro-cess of the
product,
TRINITY. ERD
�,01 5W,01) 7
AIM. 41& fl) W10C fbre ObZW1 L�P
Note- For ASTM D3,161 - Class F, use BASF Sonolastic NP 1 adhesive or HenkeI PL@
Rolyure.thane Roof &, Flashi,ng Sealant in accordance with rnanLifactur6,r's:i,nstructi,ons,.
6,3.3.2 Hip & Ridge, Option 2: Cedar Crest'm
,Use two fasteners per shingle. For the starter shingle, place fastener 1-Inch from each side
edge and about.2-Inch up from the mrter shingle's exposed butt edge. For each fu.1.1 Cedar
Crest shingle, please fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from
each side edge.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL@
Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP I or PL
adhesive from the, middle of the shingle's raised overfay on the top pilece and extending
approximately 4-inch along the sides of the headlap along a line 3/4 to 1-inch from each side
of the shingle's headlap. Immediatiely oJign and apply the overlying shingle, gently pressing
tab sides into the adhesive, and Install nails. To secure the other side, appiy a 1-inch
�diarrveter spotof NP 1 or PIL adhesive between the shingle layers.
Exterior Research and Design, LLC.
Ce�ffjca& ofAuthorization #9503
155valuation Report 3532.09.06-RS
FL5444-RS
Revision 5- 02/20/2013
Page 7 of 10
r
SUPPLEMENT FOR ATTACHMENT TO SUPPORRING
STRUCTURE.
NQIE � (4) SECTION SOLID
DOOR SHOWN. SEE S� IEET
14
4E-t
9� FOR LOW HEAD ROOM LIFT CONDITIONS, TOP
2-FOR U-RAR LKAMNS
ON DOORS WITH OTHER
BRACKET SHALL BE A 13 GA 1-H.R 7/4 TOP
SECTION QUARITITIES, AND
BRACKET WITH A MINIIAiM OF (3) 1/4-14x7/8"
SEE NOTES I AND 2 THIS
VATC �-�
I b EiSUPE RATINGS
APPROV'M S17-S
7F) 4F -
PSES'511:REI�PS 52�
MAX VAD TH�
MAX ITIGHT.' T4'
C Y CL, I C IT A I E D."
MAK SEnTION
LWUHS SIV Ujivuoll
5�va-n 4S)i O's VO, OZ � (S)
I:dtM SdOOCI NOWAS (i�)
B SELF DRILLING CRIMPTITF SCREWS IN L�ELJ OF THE SHEET FOR GLAZING
BRACKET aROAN, ON THIS DRAWINO. U-3AR ON OPTIONS -
TOP SECTION EHALL BE INSTALIFD ON TOP OF
LHR TOP BRACKETS. NMGHS SV 10ai'ODO-T
I�vq-(i IS)� OR ve 0�
10. 1N LIEU CF THE SHORT PANEL EMBOSSIMLENT
SHOWN, LONG FANNEL EMBOSSMENT, \,12 FANNEL
EMBOSSEMENT OR NO EMBOSSMENT MAY BE
USED,
CA ON
IKLA-�l E
;PLAT
16 CA HORIZDNTAL
TRACK
LAG
SCREW
15 CA MIN
AT EACH
TRANSMON ELLIPSE
JAME)
BRACKET
16 CA MIN VERT
:�2ACK
QA JAMB
,ACKETS SEE
SCHEDULE FOR
QUANTITY,
LOCAMN AND
TYPE
I "NCR" TRACX fYPF
8
7
Nn���
I I I I I 1 -1 Q W.1 -1
' LOTTE�D JA!4B BRACKET ATTACHED TO TRACK NTH 1/4-ZO.R/IB" TRACXBOLT AND NUT AS SHOW ABOVE,
(J6 ANk� N-GR) FOLLOV4NC DIVENSIGN DENOTF9
MARK A. SAMCK1, �PF
ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE Or CONTINUOUS WALL ANGLE, SEE SUPPiXMENT TRACI( CHAR7 FOR DETAILS 2501 S STATE:HWY 121, SUFFE 200 NMOH$ SV Q3iV301
0Z r (r,)
LEWIVUE, , TX: :7506.7
FL PE 726.1:3
TX FE:1106291
S n-177 1 8U'-'- 187 1 MOFESSKINk ENGINEEws SE& PRWIDED ONLY FOR A
SERE 1 /U Cl
JAMB BRACKET SCHEDtJI F
DOOR
HEIGHT
NO DF
ECTIONS
NO' OF JAMB
BRACK
(EACII-I JAMB)
LOCATION OF CENTER NE OF JAMB
BRACKETS MEASURED FROM BOTTOM
F A I 'AU DIMEN.SIONS ± 2")
FAT-7
—6
2" (JB�U2), 10- (JB-US), 21 3/4- (JI3- 4._.S), 39- (jS-US), 49' 57-1/4' (JI3-US)
wc�R -
-,�/4' (STD), 67' (STD), 73" (STD�
1,
FAT-7
2" (JB-U5), 10' (JB-IJIS), il-3/4� 29-3/4' (JB-US), 42� fffl-LIS), 52-1/2' JR-U5), 63-1/4" (JEI�US)
7--0"
NGR-8
5- (STD), 22" (STO), 6'. (sTc), 3 " (STD)
FAT-8
ja-')S)� -
2- �JB-US), la- Ij JJB-US�, W 54-1/4" (JO-US), 7�-`I/2- (JB-UQ]
7'-6"
5
V-0-
5
,4-,)/4 (STIP). 67- (STU), 73" (STM,
-
I SEE NO�E 13ELOW
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
DOOR
WtOTH
DOOR
HEIGHT
UNIFORM LOAD EACH JAMB (PLF)
8'- b"
ALL
+T84.0/-208 0
9'-0"
ALL
+207.0/-234,0
I VERIMATION OF WIND LDAD MNSTRUOTiON DETAILS.
------------------
Q
�0.
................... ..
.0.
................ ... .............
.0.
L
NMORS SV
THE DRAWING, AND ALL OT-110I INFORMATIDN COISTAINED HEREIN ARC THE CONFIDENTIAL AND PROPRIEDRY PROPFRTY OF OVERHEAD D" CMPORAMN AND ITS AFRLATED DO PAN I
V E-, THS ORAANO
V L111O1t14MgATDI ED IN ANY D T AW WMMTTHE FRIOR WRITTEN coosiiw or mmpz o6oR coo N:: NO DISCIOSURE Or IS�4 08,V1:), 03 .5� (00
I'D -A 0
L' )R PA-1�11&061 CID -R OR 7A S UGE JT FOR
7 "� 0 "Ho"' ' P' M*W 00 E
7 PAWING OR INFORMA-11ON 0 OPERATE AS A, UCtRSE OR R AW.. P LIAM�E WITWff Tit Mff WRITTEN �.COVVI I or M� 0009 CORP'�WIONL
TP uiiw sI:iow NoLLois 03)
FINISH
HOLE VIAMETE
WMBERS: t .25 UOR
uNbEP 251 +.GO41-003 WPOLE -;�4 'I-' G., TAf SEFIES 1701 18OWL dm-fi
.251 TO $DO +.006/-,W3 WS9, 9' W WIDE IW) i i
QM X J UNIT OF
MA mv� Ax EJ MEASURE M., SAWICKI 10/25/10
S~ . - — n-Al �nA7 -Lm
FRACTIONS XXX t 010, r",)m
REF DWO USED ON ANGLES; 4: S' EACI F. TJOW N.T.S. S3LON <
6 4
2.
9
%
I 1:001,f li,
'The Genuine. The Original.
Ats, 2 4
os I
.4
A,
N
f
Ov�h.ad Dow C.rporatlon
2501 S. STat� H-y 121, Suina 200 STA-CE, OF
i e- sv.k, TX 7 5W,
, !W
T'hone 4695497!C0 STATE'
OF
r- 469 549 7,15',
w�vmovorheadd�r,CnM
.0 X Jamb Attachment
�# . & 201 and TAS-203 foriargemissile impact and.cyclicir sJfst e by Ger.tiffe<j.Testing:Labo.rat6r!es., 725.2
ano
M6thod of securing the door to the mounting surface is detailed in th
pplement, P/N NwComee Rd, Orlando:, FI 32822.
411241. -801-18, and 85948.06�801,48 tested in accordance with ASTM
November 13'1'2012 'i . re 31 Test reports 85948.09�:80 lw,18, 8594844
2..SCOPF- OF EVALUATION El 886, ASTM, E 1996 and ASTM E330 by ATI
Structural Transverse Wind Loads and Large M( ile Impact and Cyclic Wind Pressure. Resistance. Since every 6. INSTALLATION 4. Installationinstructi.ions. and supplemental data,sheets prepared by Overhead Door Corporation.
door size cannot he tested, engineering analysis. usi n =i1ted. per t All drawings listed in this report are to be installed in accordance with the most recent manufacturer's published 91 CODE REFERENCES
gacomparativearial is, as ps he Florld
yal . I �a - .. 1.
Subject: Eval.0 Product a proval 9N-3, were Used to. analyze installation instructions/drawings and this report. Florida Buillding Code 201:0 Edition and/ r Standards
-177,180-187 P. thp.4.cloors and M.Ake the Wirid load desi n&
ation Report for Models 170 The: most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these :Section 160.9. Wind Loads
3. USES instructions/drawings shall be available at all times on the job site during installation. Section 1715,5.3 TAS 202
To W The seriesnumber garage doors listed in Table I are used for residential andcommercial applicatio'ns.with For information about the mounting of the door to the building structure surface, please reference drawing Section 171515.3,1 ANSUDASMA 1.0.8
horn It May Concern. specified aflowable.clesign pressures. 411060. ANSI/DASMA 115
TAS201,203
SUBMITTED BY: 4, DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS
Overhead Door CorporaVon General Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2,010, 10. REPORT SUMMARY
The.serie.s. number garNe doors listed 111abte, I are secti.orial erheadgar 4 doors and are constructed of Florida.Building Code and shall not exceed theallowable transverse wind loads shown in the. following tables: Upon review of the data su�rnitt
2501 S. State Hwy 121, Suite 200 ov ag ed by,Overhead Door Corporation, it is my opinion that the models as described
galvanized steel sections with a. coat.polyesterfinish. h , .. r - rat
edoosa c p
Lewisville, TX 75067 wo-inch thi k, raised panel or flLish, in this re. ort conform with. or are asuitable alternative to the code standards and sections in.the Florida Building
with tongue and groove sections. See table 2 for door designs: aundcorrespoinding parrollhi . cRnesses-The Table 2: Models 1701180 Allowable Transverse Wind Loads and Impact Rating Code 2010 edition listed In section 9 of I this report-
1. PRODUCT NAME panels are.24 and 25 gage ASTM A653-00 g'afvanized FS TypeL 8 steel, and f inished with an ASTM A525 made For Series Number Shown in Table 1
up of G-SO boating, covered with two coat$ of p ye rpain ec nf rc
ol , ste .1. Eachs tion is.rei� � o. ed,with 16 or 20.gage end 11. LIMITATIONS
Reference Table 1 for product names
Section Type
Exterior
Steel
Thickness
Panel 'Design
Series
Number
Pan
2S Ga
Short Panel
170
Long Panel
i V12
172
VS
175
24 Ga
Short Panel
173
Long Panel
174
V5
176
V12
177
Insulated
5 1 2 G a
Short Panel, 1-5/8" Insul
180
I ong Panel, 1-5/8" Insu 1
181
V12, 1-5/8" Insul
182
5/8" Insul
185
24 6a
rt Panel, 1-5/8" Insul
183
Long Panel, 1-5/83' Insul
184
VS, 1-5/8" Insul
186
V12, 1-5/8" Insul
,QoorTracks
All. door assemblies listed tinthis reporlb.ave both. verticaland horizontal tracka ranging from a minimum I'S gage
to minimum 1.6 gage� 33�lksi stool 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
I nstall6tion ..I n.p.trucfio.n.s./.d.ravA'r.igs..
GII Sectloas.
The drawings,listed in Table 2 of this, nepott.with 0, ml
g&ved openings1hat meet the re ent If r impact
q Ire s. 0
resistance have glazing that is made of W`p fboriate constructed per dr6wi no' 410776 or an equivalent
product approved for use inFlonda, arid can'be iristalled.ln:the to.loorintermediatelsections of the garagedoor,
These assembi I as are available for use with the glazing opt[on in, wlfld�bome do�brisrvgions and are indicated so
in Table 2. The maximum glazing dimension s� shall. be 18.56" x 12.26.'
The drawings that. are notindicatedfor use in wind-borne debris regiongwith theglazing option arqavailable
with a.minimurnof 0�090-ihoh thick standard $SB glass wiridows that art installed . in fr mes and inserted I I h1he
a
X111
top or intermediate section of the.door. The glazing. is not impact resistant and does notmeet thO. requirements.
r to the Fri ost rece nt manufacturier't I nst ation, I n struoti ns/draw. Ings
for windl�ibrne debris regions. Refe all. f or glass
size lirrfitations.
-k -
if Al Wind Load Bracing
�D'
All drawincis listed in Table 2 of this nott are braced on the: inside of the doors th threa inch horizontal
Windload
Specification
Option Code
Maximum Size
Positive
Design
PSF
Negative
Design
PSF
Reinforcement
Glazing
Available,
.(Yes/No)
Door Impact
Resistant
(Yes�No)
Width
Height
411039
9!-011
14'-U'
15i9O
18.20
3", 20 gage U-bars
Yes
No
411040
W-O"
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-1bars
Yes
N 1 0
411042
91-01,
14'-0'
35�70
41.00
Tr, 20 gage . U-bars
Yes
No
411043i'�
9,-0,,
14'-0"
4-6.00
52,00
3",.20 gage U�bars
Yes
-.-.
Yes
411044
161-01,
14'-0"
12.40
13.80
3", 20 gage LI-bars
Yes
N 0
.411045
16'-w
14'-0"
15.30
17,00
3",,20 gage U-bars
Yes
No
441046
1 6�-011
14'-0"
23.00
25.00
3", 20gage U-bars
Yes
No
411047"'7--
16'4'
14'4'
30.00
33-50
3", 18 gage U-bars
Yes
Yes
411048")
16-0"
14'-0"
34,40
38,30
T, 18 gage L17bars
Yes
Yes
41104911)
16'-0"
14'-0"
46�00
52-00
3", 18 gage U-ba rs,
Yes
Yes
41 1050
18'-0"
14'4'
12A0
1180
3% 20 gage U-bars
Yes,
'No
411051
18'-0"
14'-0"
18.50
20�70
3", 18 gage U-bars
Yes
No
41 10K(1.)
18'-0'
14'-0
3
38.30
3", 18,2�9e, U-bars
Yes
Yes
4110531'1
1,&-O�
8'-0"
34.40
38.30
&', 20 gage U-bars + (1) Aluminium Post
Yes
Yes
411054(l)
18,-0,
8,-0"
46.00
52,00
3", 20 gage LI (1) Aluminium Post
Yes
a 1 111. 1�7,uv,llk unnat on s a fa,, rq erence so I o most
recent informati.on submitted by Overhead DoorGorporation to the Florida Btjl[din Gornmission,as part of their
Florida. Product Approval application forthe drawings 11sted in Table 2 of thls report,
This evaluation report and the most recent, I ristallaticin instructions, wh n required by the building ofticfal, shall
be submitted atthe time of permit application.
The design of the supporting structural elements s I hall be the responsibility of the design professional for the
building structure and in accordance with current btAtdfng codes for the loads listed in Table 2 of this report.
The doors Shalt not be: located in.:areas where the transversevind loads exceed the allowable loads shown. in
Table 2 of this report,
Thegarage doo,rasserriblies II-sted 1 1 n Table 2 of this report are not, approved forbse in the "High Velocity
Hurricaria Zono"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,
.1 E Ile
10 42
spanning.1-1-bars. Each U-bwismado of either 118-1 -gigbASTM A1353�00 �steof with a minimum yield
gaig a .6 r 20
Note 1: The Option code asserribliesindicated in Table 1 have optional glazing that has been tested for irnpact
res ista Poe, an d t heref o re rn ay be Used with optio nal g I az I ng i n t h a wi nd bo me deb ris reg i on.
"-Im Any"
Sincerely, -A,
strength of 80 ksi and are finishedwith an ASTM A525 minimum. G-40 galvanized Coating. Thegage a nd
of Ll-�bar braces v aries dependi ng on the height
quantity amount of wil indloat1tosistiance requi r and: the of the
door,
8-SUBSTANTIATING DATA
.w �a 1. ./W N,
'Z *-
%
il Wt
0 Oil
In addition to three-inch horiz Qntal spanning U-bars, som e.of the. assemblies. li sted I n Tables 2 of this report Eire
4— -4 4, --rfi �f 1, +g;, --A f a -tpq 41—&:' na, j -r . a . -f 11
1. Test Report Numbers ETC -06-976-18504.0 and ETC-06-976-18504 1 in accordance with ANSI/DASMA 108-
2002 for transverse wind load. and ANSI/DASMA 115-2005 for largernissile impact. resistance by ETC
-0 -
STATE OF
&A-L, A
..tau -1� U um nu, it a by. I he posus� a.
tafescoping post,assemb ly�- Th e outermember outsidedievneter. is. 13,51' Ode x.4,00' long. The inner member
Laboratories, 29.7 Buell Road, Rochester, N.Y.
FL PE� 72813
K
0 ufside d ameier I dex 3-72!'� [,or ererim draWng 411.061 for additionali informall'on . on the
.s 1 .47 w! -g. Ref
2. Test Reports CTLA 1672W, CTLA 1672W�1, CTLA1672W-3, CTLA1734W, CTLA 1734W-1, and CTLA
installation of the post assembly
1734W72 tested in accordance with Miami -Dade County Protocol. TAS�202 for transverse wind ioad and TAS
q
ve
"0 r"C',
Cr
I
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