HomeMy WebLinkAbout4650 Eagle Ranch Dr Lt 7NOTES
G.C. TO VERIFY ALL CONDITIONS PRIOR TO
COMMENCEMENT OF PROJECT
ALL NEW EXTERIOR WALLS OVER
32"W ARE SHEAR WALLS.
WINDOW AND DOOR SCHEDULE
OPENING
MARK
CAL j
OUT
MANUFACTUIRERS
MODEL 9 OR SERIES NAME
WINDOW SCHEDULE
W-1
SH35
PGT SH500 SERIES
w
SH25
PGT SH500 SERIES
SLIDING GLASS DOOR & GLASS DOOR SCHEDULE
D-1
3068
1 THERMA TRU CORP
D-2
16070
1 OVERHEAD GARAGE DOORS
D-3
6068
1 PGT SGD 570
PGT INDUSTRIES OVERHEAD GARAGE DOOR01
1070 TECHNOLOGY DRIVE ANDY HLAVATY&ASSOC
NOKOMIS, FL 34275 P.0 BOX 741386
DALLAS, TX 75374
A. MORGANCASTLE STUDIOS MAKES EVERY EFFORT TO ENSURE THE ACCURACY OF OUR DRAFTING
SERVICES, HOWEVER THE CONTRACTOR SHALL VERIFY ALL DESIGN ELEMENTS, CONDITIONS,
DIMENSIONS, AND NOTES FOR ACCURACY AND CODE COMPLIANCE. THE CONTRACTOR SHALL
NOTIFY MORGANCASTLE STUDIOS IN WRITING WITH ANY ADJUSTMENTS OR CORRECTIONS
NEEDED PRIOR TO PLACING ORDERS FOR MATERIALS OR BEGINNING CONSTRUCTION.
B. THE CONTRACTOR SHALL VERIFY THAT ALL LAYOUTS, SCHEMATICS, DIAGRAMS, ETC.
SUBMITTED BY THIRD PARTIES DO NOT CONTRADICT THE PLANS AS DRAFTED.
WHEN CONTRADICTIONS ARE FOUND THE CONTRACTOR SHALL DETERMINE WHICH PARTY
MUST MAKE ADJUSTMENTS TO THEIR DRAWINGS AND CONTACT THEM IN WRITTING, EXPLANING
THE CONTRADICTION AND THE ACTION REQUESTED TO CORRECT THE PROBLEM.
C. ALL THIRD PARTIES INVOLVED IN PROVIDING SERVICES OR MATERIALS FOR THE
PURPOSE OF CONSTRUCTING THE STRUCTURE BASED ON THESE DRAWINGS SHOULD
CONTACT MORGANCASTLE STUDIOS UPON FINDING ANY DISCREPANCIES.
GENERAL NOTES
I . ALL EXTERIOR FRAME WALLS AND INTERIOR BEARING WALLS TO BE 2X4 WOOD STUDS AT 16: O.C.
2. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A SOLID WOOD DOOR, OR A
SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR A 20 MINUTE FIRE RATED DOOR.
3. ALL EXTERIOR MASONRY AND FRAME WALLS OVER 32" LONG ARE DESIGNED AS SHEARWALLS.
4. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED
BEFORE REQUESTING THE FRAMING INSPECTION. FBC,R R109.3
5. PROVIDE ONE 29"W CLEAR OPENING TO A BATHROOM ON THE FIRST FOR FOR HANDICAP ACCESS. FBC,R R322
6. PROVIDE A MINIMUM OF ONE 36"SIDE HINGED EXIT DOOR ON THE FIRST FLOOR.
7. NOTE: FOR PC-# LINTEL CALLOUTS, SEE DETAIL ON SHEET S3.
8. ALL NON WALK-IN CLOSET CEILINGS TO BE A MAXIMUM OF 8'HIGH.
9. ALL INTERIOR WALL WIDTHS ARE ASSUMED 4" UNLESS OTHERWISE NOTED. ADD OR SUBTRACT 2" TO GET
CENTER LINES.
10. ALL EXTERIOR FRAME WALLS HAVE R-1 1 BATT INSULATION AND VAPOR BARRIER
11. ALL EXTERIOR CEILINGS (I.E. PORCHES, ENTRY) HAVE 1/2- SAG RESISTANT EXTERIOR GYPSUM SHEATHING.
12. PROVIDE CONCRETE STOOPS FOR EXTERIOR DOORS TO GRASSED AREAS.
13. ALL SHELVING TO BE VINYL COATED WIRE SHELVING.
REFER TO SHEET SPECIFIC GENERAL NOTES AND THE ENGINEER'S NOTES
FOR MORE INFORMATION. THE PREVIOUS GENERAL NOTES APPLY
UNLESS OTHERWISE NOTED.
PAU44 AT BASE AND
AC4 AT BEAM ABOVE.
P'A 64, m
T1400'k PLAN-,
SCALE: 1/4"= 1'
&IJILDIN(i SHAL.I. wri-is
Ai.L APPl_lC..ABl,k BUILD!NG,
RUCTRICAL, Pil'MBINO ANI)
4f'-CfIAN-',_',Al C(Y)iS
SQUARE
FOOTAGE
LIVING AREA: 1295
GARAGE:
410
ENTRY:
88
TOTAL:
1793
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30 YEAR ASPHALT
SHINGLE ROOF
TYPICAL
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12" 12"
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MAIN BRG HEIGHT
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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
PULL CHAIN FIXTURE
WALL MOUNT FIXTURE
-0- ppj:wp.E FAN PREWIRE FIXTURE
0 RECESSED OUTLET FIXTURE
(8) VENT FAN FIXTURE
DUAL W.P. FLOOD FIXTURE
DUPLEX OUTLET
GROUND FAULT OUTLET
1/2 SWITCH OUTLET
220V OUTLET
WATER PROOF OUTLET
SINGLE POLE SWITCH
3-WAY SWITCH
44 4-WAY SWITCH
$D DIMMER SWITCH
4LV LOW VOLTAGE SWITCH
4- WATERPROOF SWITCH
4- GARBAGE DISPOSAL SWITCH
v TELEPHONE
0 SMOKE /CARB. MON. DIET.
t TELEVISION OUTLET
DOORBELL CHIME
METER W/GROUNDING ROD
C= SERVICE PANEL
OVERHEAD
SERVICE
METER— BREAKER BOX
200 AMP
CONDUIT
BLOCK WALL
GROUND ROD
GRADE
UFER 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
12"W X 20'D
CONC. MONO.FTG.
W/ 2#5 REBAR
(TYPICAL)
TOUND&TION PIL&N.
SCALE: 1/4"= 1'
WASHER CONNX.
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Approved truss anchor by
Shingle loading (37 lbs
Plumb cut overhangs
others
12
5. COF"'-
ROOF TRUSS END DETAIL
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.
SCALE: 1/4"= 1'
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STRUCTURAL SPECIFICATIONS
LGENERAL
L SUBCONTRACTOR 15 RESPONSIBLE FOR MEANS AND METHODS OF CONSTFAJCTION
TO ENAURE THE SAFETY OF T14E BUILDINGS UNTIL STRUCTURAL SYSTEM 16 COMPLETED.
THIS W-LUDES, BUT 16 NOT LIMITED TO, T14E ADDITION OF WHATEVER TEMPORARY
BRACING, SWORWS, GUYS TO TIE -DO" T14AT MAY BE NECESSARY.
2. SUBCONTRACTOR 16 SOLELY RESPONSIBLE FOR T14E SAFE1Y OF WIG WORK DURING COPOTRUCTION.
3. APOPLICA15LE BUILDING CODES: - FLORJDA BUILDING CODE (2010, RESIDENTIAL EDITION)
4. DESIGN LOADS -
A. ROOFz LIVE LOAD- 20 PGF(MINIMUM).
DEAD LOAD- 10 PSF(GWINGGLE) 20 POP (TILE).
15. FLOM LIVE LOAP_ 60 POP I3ALCXNIE6, 40 FOR ALL OTHER ROOMS
DEAD LOAD-10 PGF
C. SOIL FFIESSUPE: 2MO POP (ASSUMED MW.
S. STRUCTU!"L MEMBER ALLOWABLE DEFLECTION
Rafters having slopee, greater than 302 with no finished calling attadiad to rafters
Interior walls and partitions
Floors and plastered collkigo
All other structural members
Exterior walls with plaster or stuc4co finish
Exterior walls -wind load* with brittle finishes
Exterior wallo-wind load* with flexible forlishoo
Lintels, supporting masorrg veneer walls
6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS
SHALL BE RESPONSIBLE FOR T14E CONTENT OF: DRAWINGS, AND FOR T14E
SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WOW
'01101ANCE.
1. ALL MANUFACTURED ARTICLES, MATERIALS AND EMIPMENT 614ALL
06 APPLIED, INSTALLED, ERECTISP, USED, CLEANED, AND C4NDITIONED IN STRICT
ACAWRDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
11. SITE WORK
V..CARPENTRY
1. DIMENSIONED LUMBER SHALL 15E DRESSED 646, AND SHALL BEAR THE GRADE STAMP
OF THE MANUFACTURER* ASSOCIATION.
2. ALL LUM15ER 614ALL BE SOUND, SEASONED, AND FREE PROM UAW.
3. ALL 6TRIur-TURtiki- BEAMS AND HEADERS SHALL IM 6OUT14EM YELLOW PINE (6YI0.) NO. I
GRADE OR 15ETTM UT14 SINGLE MEMBER (UNPACTORED) STRESSES AS POLLOWS,
FIV a W P61
pow 915 PSI
E - 1,600~ P61
IS% MAXIMUM M016TUIRE C40NTENT
A, FRAMING LUMBER SHALL BE 02 SPRUCE -PINE -FIR OR 5ETTEl111L
B. INTERIOR NON -LOAD BEARING WALLS MAY ISE UTILITY GRADE.
4. ALL LUMBER IN CONTACT WIT14 MASONRY OR CONCRETE 614ALL 15E PM66LM TREATED.
5. PRESSURE TREATED LUMBER SMALL 15E IMPREGNATED WIT14 A OCA SALT TREATMENT IN
ACCORDANCE WITH FA TT-W-511 AND DEAR THE AMERICAN WOOD PRESERVERS
LADO INSTITUTE EQJALITY MARK LP- 2.
HADO 6.15WEATMING " ROOF6 AND WALLS SHALL BE AIDA RATED (ff>lP0GURE 1) 614EAT14NG
L/360 WITH EXTERIOR GLUE. ALL ROOF: "ATI41ING TO IM INSTALLED WITW PLYCLIPS.
L/240 (MAXIMUM 240 O/r_). SEE DETAILS FOR 614EATWM THICKNESSES.
W/360
14/240 1. NAILING FOR PLYWOOD ROOFS AND WALL 6WEAT14M 614ALL 15E ad C4"IONS 0
LA20d 4" =. 0 PANEL 6, AND 611 Or. INTERMEDIATE, FOR 1/211 SHEATWWA OR
L/600 LESS. NAILING FOR STF41CTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4"0
SHALL BE 60 CC"ION 0 4" O/C AT PANEL 6, AND 6" O/C INTERMEDIATE.
8. ALL FLOORING MATERIAL TO BE 3/4" T4G PLYWOOlD, NAILED AND GiLUEP TO FLOOR
JOISTS. FLOOR NAIL WITH 10d NAILS AT 3N O/C AT PANEL EDGES, &N O)r_ IN THE
FIELD. STAGGER "L6 AT 2" O1r_ AT BUTT ENDS OF PLYWOOD 6WEAT14M
1. FlOUNPATION DESIGN 16 BASED ON A MINIMUM 601L PRESSURE OF 20M POP. IF A SOILS
REPORT WAS NOT PREPARED, THE C4WMACTOR 16 RESPONSIBLE TO RETAIN A
GEOTECWICAL E143INNEER TO CONFIRM THE SOIL CONDITIONS. SHOULD FIELD
CONDITIONS INDICATE THIS MINIMUM C40NDITION POES NOT EXIST, T14E CONTRACTOR
SHALL IMMEDIATELY NOTIFY ENGINEER OF RECORD.
2. THE SUBGRAPE UNDER THE NEW CONCRETE FOUNDATIONS SHALL 15E COMPACTED
TO 95% OPTIMUM DENSITY. SOIL COMPACTM TESTIS TO BE TAKEN BY A
GAIALIFIED 60ILS LAB PRIOR TO POURING ANY CONCRETE
3. FOOTINGS 814ALL 15E NEAT EXCAVATED W14EM P06615LE WITH SIDES AND TOP P 6
OF LOOSE Oft WET MATERIALS. WHERE NEAT EXCAVATION 16 NOT POSSIBLE,
FOOTINGS EXCAVATION 814ALL BE OPEN CUT WITH 6 FORMED AND BRACED. ALL
POOTINGS WITH FORMI!D EDGES SHALL BE BACKPILLED MROM BOTTOM TO TOP OF
FOCITIMs WIT14 SELECT FILL. THE 50TTOM EXCAVATION SHALL 15E CLEAN AND DRY
WIT14 ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT IMARWx SURFACE
4. PROVIDE 601L TREATMENT FOR TERMITES PER THE 2010 P19C, RESIDENTIAL.
111. CAST IN PLACE CONCRETE
L CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM C-OMMIE661VE
STF04GTH6 AT 25 DAYS:
a.) FOOTINGS, SLAB -ON -GRADE, GLAI5 FILI 'IWO P61
b-) MASONRY WALL TIE BEAMS, TIE COLUMN6_25W PSI
2. CONCRETE SHALL BE READYMIX PER ASTM C54-
a.) PORTLAND CEMENT - ASTM CIbO
b-) AGGREGATES - ASTM C33 (3/4" MAX.)
cJ NO CALCIUM C44LOPJDE
d-) AIR ENTRAINING - ASIM C260
40 WATER REDUCING - ASTM C4S4
0 FLYASW - ASTM C618-18 CLASS P (20 % MAX-)
e.) WATER - CLEAN AND POTABLE
3. REINFORCING STEEL: ASTM A615 GRADE 40, DEFORMED BARS.
4. RE&WIRED SLUMP RANGE - 3' TO 5".
5. WELDED WIRE FAIBRICz AISTM Ali*
6. M016TURE BARRIER: 6 MIL POLYETHYLENE.
1. CODES AND 6TANDAR061
a.) ACI 301 "SPIEC FOR STRUCTURAL CONCRETE FOR BUILDIN316.*
b-) ACI 30b "RECA"IENDED PRACTICE FOR HOT WEAT14ER CONCRETINGt.01
C-) ACI 318 "BLM C40DE REGUIREMENTS FOR REINF. rONCMTE.I.
d.) ACT 315 "DETAILS AND DETAILWa OF C40NCMTE REINFORCEMENT."
MINIMUM LAP SPLICE - 40 BAR DIAMETER$ LNLE66 NClTED OTHERWISE
S, CONCRETE FINISHES SHALL BE PER CONTRACTOR'6 SPEC&
10. SUBCONTRACTOR 15 FIESPONS15LE FOR THE PROPER DESIGN AND C"111111=10N
OF ALL FORMWO`FIK SHORING, AND RESWORIW*
II. REINPORCM BAR COVER:-
a-) FOOTINGS 3"
b.) COLUMNS 11/21,
r-) BEAMS AND WALLS 1 1/2"
d-) SLA956 3/4" (INTERIOR), 1 1/2" (EXTERIOR)
12. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF: IBATC44 TIME
13. PROVIDE CORNER BARS AT ALL WALL FOOTING CC)RNERS TO MATC-44 HORIZONTAL BARS.
(25" MINIMUM LAP).
14, ALL BUILDING SLAM -ON -GRAPE SHALL BE NOMINAL 4" T141M P115ER-ME6W CONC. OR
REINFORCED WITH 6x6-191.4 W.WF. ON 6 MIL VAPOR BARRIER. SEE PLANS FOR OTHER CCINVITION6.
15. ANCHOR 15OLTS FOR WOOD PLATES TO CCX-4C-RETE OR MASONRY (ALTERNATIVESA
a. J BOLTS - USE 1/211 X 811 OJN BOLTS WITH 6" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED
PRIOR TO PLACING CONCRETE, AS SWOUIN ON DRAWW36
b. EXPANSION ANC44ORS - USE 1/2N X 4" EMBED, HILTI KWIK BOLT 11, OR ECLIAL, AT LOCATIONS
(OTHER THAN EDGE CONDITIONS) IN LIEU OF In' X S" "J" BOLTS.
c. EPDXY ANC44ORS IN CONCRETE - USE 1/2" X 4-1/4" IMBED, WITH HILTI CIM), OR ANC44OR
BOND BY CELTITIE, INC. AT EDGE OF SLAB CONDITION WWE`RE BOLT 16 LE" THAN 6" TO
A CONCRETE EDGE.
d. EPDXY ANGHORID IN TOP OF BLOCK WALLS - USE THREADED ROD (3/4" X Ailit-5/8" IMBEO) ON
TOP OF 8N MASONRY WALLS WIT14 HILTI HIT C-00 ADHESIVE OR ANCHOR BOND, WHEN 1/2" X 6"
"J BOLTS ARE OMITTED.
list. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL IMARING PRESSURE AND
CONSISTED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOCITIN526
COMPLYING WIT14 THE DESIGN 11112CMIREMENTS OF SPECIFIC 601L CONDITIONS.
I"I. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCA&ETE SLA06 AND
ABUTTINGS CONCRETE OR MASONRY WALLS OCAMARRJWs IN EXTERJOR OR UNI-eATED AREAS.
IV. MASONRY
L HOLLOW LOAD BEARING UNITS (CMU) SWALL CONFORM TO ASTM CW, NORIAL WEIGHT, TYPE 1, GRADE N.
MINIMUM NET COMPRESSI'VE STRENGTH - ISM PSI.
2. MORTAR SHALL BE TYPE M OR 6 AND CONFORM TO ASTM C210.
3. C474CRETE GROUT SHALL CONFORM TO ASTM C4162
a.) 3OW PSI AT 28 DAYS.
b.) 3/80 MAXIMUM ACsC%;R5GATE.
c.) 8" - 1111 SLUMP.
4. BARS SHALL WAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. T14E CLEAR DISTANICE
BETWEEN BARS SHALL NOT BE LE66 TWAINI ONE BAR PIAMETEK NOR LE66 T14M I"
S. VERTICAL REINFORCING 614ALL BE AT ALL CAOR14ERS, EACH JAMIS OF OPENINGS OVER 4 FT. WIDE,
UNDER ALL GIRDER LOADS, AND NOT TO EXCEED S-0- O/C FOR STRAIGHT WALLS, OR AS SHOWN
ON THE DOIAWINGS. FILL CELLS WITH CONCMTE GROUT AS SPECIFIED. PRO"VIDE ACI W DEGREE
STANDARD WOOKO INTO FOOTING, AND TIE IMAMS
6. REINFORCNG BARS SHALL 15E STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE
BENDS OR WOOKS ARS DETAILED ON THE PLANS.
1. REINFORCING BARS 814ALL BE LAPPED 40 DAR DIAMETERS WHERE SPLICED 40 SHALL
BE WIRED TOGETHER.
WHEN A FOUNDATION DOWEL DOES Nar LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
SLOPED MORE THAN ONE HORIZONTAL IN 6IX`VERTICAL. DOWELS SHALL BE GROUTED INTO A
COME IN VERTICAL ALW-IENT, EVEN THOUGH IT 18 IN AN ADJACENT CELL TO T14E VERTICAL
WALL REINF;ORCEMENT.
S. CLEANOUITS SHALL BE PROV`IDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT
POUR WHEN THE POUR WEIGHT EXCEEDS 5'. PROVIDE 4N X 4' OBSERVATION WOLE TO
VERIFY CAONC4WTE GROUT PLACEMENT
10. PLACE ALL MAGONRIr IN FAMING 914M WIT14 3/8" MORTAR JOINTS. PROVIDE COMPLM
C47VERAGE FACE SHELL MORTAR MODING, HORIZONTAL AND VERTICAL. FULLY
MORTAR WEBS IN ALL COURSES OF PIERS, COLUMN6, AND PILASTERS AND
AND ADJACENT TO C4ROUTED CELLS.
11. PROVIDE S" X S" PRECAST RENFORCEP CONCRETE LINTELS OVER ALL MASONRY OPENINGS
NOT SHOWN TO 14AVS A STRUCTURAL DEA111. MINIMUM END BEARING m 4"
REI R TO LINTEL SC44EDULE (MINIMUM CAPACITY OF IV= PLF).
12. PRIOVIDE METAL CAVITY CAPS, 6" WIRE MEOW, OR DUR-O-STOF BY DUIlk-A-WALL, W-v Wieft
REMIRED TO RETAIN GROUT IN VERTICAL CELLS.
9L INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT &-04 MAXIMUM.
NISTALL BLOCKING IN ALL BEARINIS WALLS AND PARTITIONS OVER g'-ON 0
MID -HEIGHT. BRACE CMISLE END WALLS AT 4'0" O/C UNERE WALL PRAMINISS 16
NOT CONTINUOUS PROM POUNIDATION TO ROOF OR AS SHOWN ON DRAWINGS
10. ALL NAILING AND BOLTING 6HALL COMPLY WITH AMERICAN WTInM OF TIMBER CONST111111=10N
REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR 614ALL BE CIALVANIZED.
11. ALL C40NNECTION HARDWARE 8WALL BE GALVANIZED AND SUPPLIED BY SIMPSON
STRONGTIE CO, OR EGUIVALENT. SUBMIT CUT 64MG FOR ALL CONNECTION
HARDWARE TO CONTRACTOR FOR APPIROVAL. ALL NAIL WMEG SHALL ISE FILLED
OR AS PRESCRIBED BY T14E MANUFACTURER.
12. PROVIDE A GINGSLE PLATE AT T14E BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL
LOAD BEARING STUD WALLO. STAG"R END JOINTS IN DOU15LE PLATES AT LEAST *-00
PER DETAIL 2 X 4 GILL PLATES FOR WARM WALLS SHALL BE BOLTED TO
FOLMATION AS PER MEARM WALL DETAIL.
13. LOAD BEARM STUDS SHALL 15E DOUBLED AT ALL ANGLES AND AROUND ALL OPENW36,
AND AT STRUCTURALLY APPROVED A11111041TECTUIRAL. WALL PANEL JOINTS STUDS SHALL
BE TRIPLED AT ALL CORNERS.
W WOOD LINTELS OVER OPENINGS SMALL 15E DOUBLED 2xI2 HEADERS UNLESS
NOTED OTHERWISE ON PLANS, WITH CONTINUOUS 1/2' PLYWOM FILLER CUT TO
KILL DEPTH Or- 15EAM DIETWEEN 2x MEMBERS.
St RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREAS
MAXIMUM MAXIMUM
MEMBER SIZE SPAN (SYP 02) SPAN (SFM)
2 X 4 1 Fr. & Fr.
2 X & 9 FT. a FT.
2 X Is 12 Fr. 10 FT.
2 X 10 14 FT. 12 Fr.
2 X 12 16 FT. 14 FT.
NOTE 1: RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUG, NAILWI OF
IGHEATWING; Oft 01111111ACED AT 24" O/C_, U114 MINIMUM IX4.
NOTE 2. RAPTER SPACING NOT TO EXCEED 24" O/C.
NOTE 3% RIDGE 150AP06 TO BE ONE SIZE LARGER THAN RAFTER UNLESS
OTHERWISE NOTED ON PLAN&
NOTE 4. =t4NECTOR OC44EDULE
A. SIMPSON MT820 (OR EGIUAL) BETWEEN CAT 15LOCXM AND ROOF TRUSSES.
5. SIMPSON WS (OR EGLIAL) BETWEEN RAFTER TAILS TO CAT BLOCKIN&
a SIMPSON Wb (OR EGIUAL) BETWEEN THE RAFTERB AND NOW BOARD.
D. 6IMPSOhl C-620 AT ENDS OF RIDW BOARD, OR SIMPSON JOIST
HANGER WHERE APPLICABLE
VI. PRE-ENGINEERED WOOD TRUSSES
1. THIS SECTION DEFINES PRE-ENGINEERISID, PREFABRICATED, METAL PLATE CONMEICTED
WOCIP ROOF AM FLOOR TRUSSES AS `WOCD TRUSSES"-
2. TRIM LAYOUTS GWOLLIN ON PLANS AIM SC46MATZ ONLY. TRIM MANUFACTURER
ANP/OR ENGINEER SHALL BE RESPONSIBLE FOR T14E DROW4 AND SPACING OF ALL
TRAMS AND SHALL SUBMIT SHOP DRAWINGS To THE BUILDER FOR APPROVAL.
3. THE WOOD TRIM MAINIUFACTURER MAT PARTICIPATE IN A CODE APPROVED T141RD PARTY
CLIALITY ASSURANCE PROGRAM SUCH AS T14E TRUft PLATE IN67171.11TES "CLIALITY CONTROL
N16MMON PROGRAMN Oft ECUIVALENT.
4. WOOD TRUSS MEMBERS, AND CONNIECTI" SHALL 15E DESIGNED FOR ALL LOADS SHOWN ON
THE CONTRACT DOCUMENTS INCLUIDINGk LIVE, DEAD, AND CC)NCENTRATED LOADS, PLUS
WIND LOADS.
S. REI E To T14E FLOOR PLAN AND OTHER STRUCTURAL DETAIL SWEETS " IMPORTANT
INFORMATION NOT SMCIFICALLY ADDRESSED BY T14E TRUSS MWAMM LAYOUT
SUCH AS DEARING WALL WEIGHTS AND CEILING VAlULT DETAIL&
6. WOOD TRUSS DESIGN SHOP DRAWINW SHALL INICLUDE, 15UT AM NOT LIMITED TO,
THE FOLLOWING INPORMATIONs
ad SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF
THE WOOD TRUSSES.
b.) ALL 09604 LOADS AND THEIR POINTS Ole APPLICATION. VALLEY AND CONVENTIONAL
MRAMNS MUST BE CONSIDERED.
cJ ADJUISIMENTS TO ALLOWABLE VALUES.
d.) REACTIVATE FORCES AND TI-EIR LOCATIONS.
tiit) BEARING I Y AND MINIMUM BEARING LEWATH.
0 DEPLECTIONS.
gJ METAL CONNECTOR PLATE I Ir GAUGE, SIZE, AND LOCATION.
h-) LUMBER SIZE, SPECIES, GRADE AND M016TUFM CONTENT.
I.) LOCATION AND CONNECTION DESIGN OF REMIRED CONTINUOUS LATERAL BRACM
J.) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
k.) WES RZIN110111111C1VIENT DETAILS FOR G,41" END 17111AGE8.
1.) VALLEY SETS FOR OVER -BUILD CONDITIONS.
1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROOF), 6PANAW (FLOOR), AND
LIMIT TOTAL LOAD DEFLECTIONS TO SPAN/240 (ROOKSPAN1360 (FLOOR)INI 86
SFECWICALLY NOTED OTHERWISE
& FIRE RETARDANT WOOD 16 NOT ALLOAA15LE FOR USE AS TRL186 CHORDS OR WEBS.
I
.k WOOD TRIAMS, SHALL BE DESIGNED 60 T14AT MINIMAL HORIZONTAL REACTIONS
ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOADS. NO GLIP
C0101ECTIONS APE ALLOAV UNLESS OTHERWISE NOTED CONTACT CONTRACTOR AD FWAILIND
10 WOW TRUSSES MAT BE CWECKED FOR WIND. WIND VELOCITY, DE61M VELocnY
F'RESSUREG, AND MEAN ROOF WEICWT MUST BE S40JN ON T14E 61,1151"ItIlE SHOP DRAWINGS.
IL CONTINUOUS BOTTOM CHORD LATERAL BRACING 16 REQUIRED AT A MINIMUM
SPACINSS OF W'OjC. LNM66 NOTED OTWMIGE. BOTTOM C44ORD BRACING 16
CONTINUOUS PROM ONE END OF THE BUILDING TO THE OTHER 00. OVERLAP
CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4
(ROOF), 2X6 M_OOR) GRADE MARKED LUMBER AT LEAST IV- LONG, WITH 2-16d
NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS.
12. CROSS BRACING 16 IQEQJIRED AT MINIMUM 10' Or- UNLE66 NOTED OTHERWISE. LOCATE
CRO66 BRACING AT OR NEAR THE BOTTOM 040111111D BRACW& INSTALL CRD66 BRACING AT
BAC44 END AND AT 2V'OjC. ALONG THE LENGTH OF: THE LATERAL BRACWuL CROGS
BRACING 16 ACCIOI"MISHED BY ATTACHING PIACvONAL WEIS BRACING TO OPPOSITE SIDES
OF: T14E GAME GROUP OF SIMILAR WED MEMBERS. SLOPE CRO66 BRACING IN OPPOSITE
DIRECTIONS AT APPROXIMATELY 45, DEGREES FORMING A CROSS NXO. USE A MNIMIJM OF;
2X4 GRADE MARKED LUMBER WITH AT LEAST 3-16d NAILS AT EACH CONNECTION.
13. TRIAG ERECTOR 18 REGFIONSI15LE FOR ALL TEMPORARY BRACING OF TRIUSS
SYSTEM IDURING; CONSTRUCTION.
14 HANDLING, INSTALLATION, AND BRACING OF WOOD TRIAGE15 SHALL BE IN ACCORDANCE
WIT14 FUIBLI"D BY T14E TRUSS PLATE INSTITUTE.
15. ALL WOOD TRUGGEO SHALL BE FASTENED TO THEIR SUPPORTS UT14 APPROVED HURRIC.06
ANCHORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRIAS MANUFACTURER
ALL CAONNECTION WAR[NUARE GWALL BE GALVANIZED AND GUPleLIEP BY SIMPSON
STRONG -TIE, OR APPROVED E12UIVAUNr MANUFACTURER. ALL NAIL HOLES SHOULD
ISE FILLED, OR AS PRESCRIBED MY THE MANUFACTURER.
I'l. TRIAGES Ave TO BE DESIGNED TO ALLOW FOR TI-E PROPER ROUTING OF AIC
DUCT WORK AND PLUMBWk CRAMS SHALL Not OR BLOCKED BY WOOD TRUSSES.
18. PILING OF PLYWOOD ON WOOD TRUSSES 16 NOT ALLOWED.
it INSTALLATION OF ORDKER DAMAGED, WARPED, OR P14MOPEN-Y REPAIRED WOOD
TRUSSES 16 NOT ALLOWED.
20. IMPROPER OR LNAW140MZED PULP ALTERATIONS OF WOOD TRAGE6 16 NOT ALLOUP.
21. GABI ENDWALL TRUSSES MUST TROMFER LATER& LOADS TO THE SWEAR WALLS AND/OR
THE ROOF DIAPHRAGM.
22. WOOD IMAGES T14AT DO NOT MEE I INTERJOR LOAD BEARNG WALLS 1"IUST BE 814M
00 NOT PILL WOOD TMJ66ES DOWN TO INTERIOR BEARINS56.
23 SUBMITTALS: ALL SUBMITTALS SHALL WAR T14E EMBOSSED W-4. OF A LM49ED STRUCTURAL
ENSsWER N TWE STATE OF FLORIDA AND SHALL 15E SUBMITTED TO CONTRACTOR FOR
REVIEW PRIOR TO WOOD TRUSS FABRICATIOI%L
aJ &MIT SEALED WOOD TRW DESIGN CALCULATIONS AND PROFILES FOR EAC14 TYPE OF
TRU66 UMT14 PERMANENT BRIDGING
bJ SUBMIT WOOD TRIAS ERECTION MAN. MCLUIPING CONNECTION DETAILS AND UPLIFT
ANCHORS.
cJ SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACW.* PLAX
d-) MAINTAIN C40PY OF SUBMITTAL ON JODGITF-
PROTECTION AGAINST TERMITES
1111113118.1 Termite Protection. Termite protection "[I be provided N registered twmlticldft, Including soil applied pesticides, balting
696tams and pesticides applied to wood, or other approved methods of tomite protection labeled for use so a preventative troatmant
to now construction. gas 6ectlorl 202, "[stored tomIticide. Upon completion of too application of the tomito protective treatment, a
Cortificato of Compliance "I[ be issued to the building department bV the IlrAnood post control colfipang that contaffis the following
statement- IThe building has received a complete treatment for the prevention of subterranean termites. Treatment to in accordance
with rules and law& established 1*9 the Florida Department of Agriculture and Oomsuifior Serviced.
11111:318.1.1 If soil treatment to used for subterranean La. Its prevention, the initial chemical 6011 treatment Inside the foundation
perimeter "[11 be dome after all excavation, backfilling and compaction Is complete.
112318.12 If *oil treatment is used for subtairramearl termite prevention, soil area disturbed after Initial chemical soil treatment "ll
be retreated with a dismical evil treatment, Including spaces boxed or formocl.
R318.13 If *all treatment Is used for subterranean termite prevention, space in c;oncroto floors boxed out or formed for the
SUIPSOqUilint installatiorl of plumbing traps, drains or ang other purpose shall be created bg using plastic or maul pormamentig
placed forms of ouffleleft depth to eliminate amg planned aoil disturbance after Initial chemical soil treatment.
F518.1A If soil treatment to used for subterranean termite prevention, d-wallcallS treated soil ohall be protected with a minimum 6
mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retroatment, to required.
Amg work, including placement of reinforcing stool, dam after chemical treatment until the concrete floor to poured, "[I be dam
in such maf all as to avoid ponevating or dioturbing treated soil.
R318.1b If soil treatment Is used For subterranean termite prevention, aoncroto overpour or mortar accumulated along *a exterior
Foundation perimeter oliall be removed prior to exterior chemical &oil treatment, to enhance vertical penetration of the chemicals.
R318.1.6 If soil treatment Is used for subterranean termite prevention, chemical *of[ treatments "[I also be applied under all
exterior concrete or grade within I foot (3M mm) of the primarj structure oldowalls. Also, a vertical chemical barrier so -all be
applied promptig after construction is completed, including initial landscaping and Irrigation/sprinklor Installation. Aryj soil disturbed
after On cho fcal vertical barrier is applied "If be promptig retreated.
R318.111 If a registered tormiticide formulated and reelotered as a bait s�ptom Is used for vibtarranean termite prevention,
section* R318.1.1 through R310.1.6 do not appl!ji however, a signed contract assuring the Installation, maintenance and monitoring
of the baiting s9stem for a minimum of 5 goars from the issue of the certificate of Occupaneg "ll be provided to the building
official prior to the Pouring of the slab, and the "tam must be Installed prior to final building approval. If the balting agatem
directions for use require a monitoring "&a prior to Installation of the pesticide active Ingredient, tka Installatlorl of the
monitoring phase components shafl be deemed to constitute Installation of the "ton.
R318.1.8 If a reelotered tomlticldo formulated and registered as a wood treatment I* used for subterranean termite proventlon,
Sections R3115.1.1 through P318JAP do not appIV. ApplIcattom of the wood treatment tormiticide "if be as required bg label
directions for use, and must be completed prior to final building approval.
R3182 Penetration. Protective *leaves around piping ponstrating concrato *lab-on-grado floors "if not be of cellulose-contalmine
materials and, If soil treatment to used for subterranean termite protection, the *leave shall have a maximum wall thIckrowe of 0010
Inch (025 mm) and be sealed within the slab using non-corroolve clamping device to eliminate the annular space between pipe and
the oloolvo� No tormiticides ahall be applied Imalde the oloove.
110183 Cleaning. Cell& and cavities in masomrg units and air gaps between brick, otome or masonrg vorwors and the structure 6hall be
cleaned of all flon-proservatIve treated or non-maturallS durable wood, or other callul000-contalming material prior to concrete
placement.
Exception: Inorganic material manufactured for closing cello in foundation concrete mason unit construction or clean earth fill
placed In concrate maeomV unit voids below slab level before La Its treatment I* performed.
11618.4 Concrete boarwg IodgoWTcK stoi or other venoor shall be supported b,9 a concrete bearing lodge at least equal to the total
thickness of tto brick atom or other vereer u"ch is poured InteigrallS with the concroto foumdatforL No supplemental concrete
foundation pours which will create a hidden cold joint shall be used without supplemental troatmomt in the foundation urileso there Is an
approved phgoical barrier. An approved ph
.pical barrier shall also be Installed from below the wall &III plate or first block course
horizontalig to embed in a mortar joint. If ma6owg veneer extends below grade, a termite protective treatment must be applied to the
cavftg created between the voneor and the Foundation, In lieu of a phVelcal barrier.
Exception.venoor supported bg a structural member secured to the foundation oldowall in accordancow with ACISWASCE 5/11`18
402, provicked at least a 6 Inch (152 mm) clear Inspection space of the foundation sidewall exterior exist between the vomeor arid
the top of ang soil, sod, mulch or other organic landscaping component, clock. sprom, porch walk or aN other work immodlatalig
adjacent to or acuoinine the otru&"o,
110192% Foam plastic protection. Extruded and expanded polg&tgrone, polSfe"anurato and other foam plastics "I] riot be installed on
the exterior face or under Interior or exterior foundation walls or slab foundations located below gracle. The clearance between foam
plastics installed above grade and exposed earth "if be at least fi, Inchas (152 mm).
Exceptlora:
1. BuIld"s whdre the structural members of walls, floors, catillngs and roofs are ontirsIV or nomeAmbuotibills materials or
pre66ure-prosarvative- treated wood.
2. Uhm in addition to the requirements of section R318.1, an approved method of protecting the foam plastic and structure from
oubtarran"n termite damage to used.
3. On the Wdwlor aide or basomomt walls.
R318.6 Protection against dlmca� and tonliftes.00ndenoste lines, IrrigatioWsprfinklor s9stom risers for 6prag heads, and roof downspouts
"If discharge at least I foot (3015 mm) awaS from the structure oldowall, whether bS underground p1pine, tail extenoloms or splash
blocko, Gutter& with downspouts are required on all buildingo with eaves of Is&* than s, Inches (ID2 mm) horizontal projectlon except
for gable and rakes or an a roof above another roof.
R318.1 Preparation of building site and removal of debris.
R318.1.1 All building altos shall be graded to provide drainage under all portions of the building not occupied bg basements.
R318.1.2 The foumdatiom and the area encompassed within I foot (309 mm) thoroln "ll have all vegetation, stumps, dead roe",
cardboard, trash and foreign material removed and the fill material ohall be from of vegetation and foreign material. The fill "ll be
compacted to assure adequate sui:tport of the foundation.
R318.13 After all work to completed, loose wood and debris "if be coffiplotolq removed from under the building and within I foot
(3ft mm) thereof. All wood forms and support* shall be comploteig removed. This Includes, but Is not limited tot wooden grade
stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose-contalming
material placed in ang location where ouch materials are not clearig vielble and readlig removable prior to completion of the work.
Wood shelf not be stored In contact with the ground under aN building.
TYPICAL NAILING 5CHEDULE
Ledger strip
l6d common
3 at each joist
Sole plate to joist or
Ibd common
161,
blo�, face nail
Top of bole plate to stud,
*d common
2
and mailed
Stud to 6018 plate, too nail
8d common
4
Doubled stude, face nail
10d common
24" O.C.
Doubled top plates, face
10d coomon
1611 alaq each
nail
edge
Continuous header to
ad common
3
stud, too mail
NO sheathing or Iwo to
8d common
2
each bearing, face nail
Over DO shoalk" to
Scl common
3
each bearintA face nail
lBuIld-up comer etudo
l6d common
241 OjC.
l9luild-up gridem and
20d common
321 OjC. at top
bome up to tkree member&
and bottom and
staggered 2 ends
at each
splice
In" Npsw %wthing
11 ga 1-1/21
00Z. at ode"
1/16" head
80 oc. at other bearW4
5/81 Grew 61,leathine
11 ga 1-3/41
440L. at Beiges
1A6" head
80 or- at other bear!N.
G9:*um 1.1.1allboard
InN
1-3/6' dr9wall mail
1110z. on CSIING
840L. on walls
5/8,
1-1/2" dr9wall nail
TOL. on cellNe
8"O.C. on walls
Hardboard Lap Sift
Od corrosion resistant
1611 O.C. at top
Direct to Studs
with minimum "rk
and bottom "m
dia. of 009W inch
and minimum head
dia. of 0240 inch
Wardboard Lap Siding,
10d corroolilon resistant
16" 04, at top
over shwthlng
with minimum "rk
and bottom edgels
dia. of 00W Inch
arid minimum head
dia. of 0240 Rich
Wardboard Panel foldirig,
6d corrosion resistant
&N oic. at edges
Direct to Studs
with minimum skark
120 OjC. at
dia. of 00WO inch
Intermediate
and minim head
supports
dia. of 0225 inch
Wardbloard Panel oldN,
6d corrosion resistant
61 O.C. at ode"
Over to swo"
with minimum "rk
12N OL. at
dia. of 00WO 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
COEFFICIENT
ENCLOSED 0.18
TOPOGRAPHICAL FACTOR
FLAT 1.0
MAXIMUM BUILDING HEIGHT
35
FT
- ___1
3T 2
_-F-;�_
3 3
2 1
3
5
A,
0"Ie e
5
C)
a
1-3
2
3 3
2
Walls
Roof
WIDTH OF EDGE
STRIPS (a)
8
FT
OPENING PROTECTION
REQUIRED
COMPONENT & CLADDING DESIGN PRESSURE (PSF)
ZONE1
ZONE 2
ZONE3
ZONE4
ZONE 5
Area of C&C (SF)
Positive
Negative
Positive
Negative
Positive
Negative
I Positive
Negative
Positive
Negative
10
21.3
-33.9
21.3
-59.0
21.3
-87.3
37.1
-40.1
37.1
-49.6
20
19.4
-33.0
19.4
-54.3
19.4
-81.6
35.4
-38.5
35.4
-46.2
so
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 Vascl
Area (SF) or
ZONE1
ZONE 2
ZONE3
ZONE4
ZONES
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
description
10
16.0
-20.3
16.0
-35.4
16.0
-52.4
22.2
-24.1
22.2
-29.7
20
16.0
-19.8
16.0
-32.6
16.0
-49.0
21.2
-23.1
21.2
-27.7
so
16.0
-19.0
16.0
-28.8
16.0
-44.4
19.9
-21.8
19.9
-25.1
100
16.0
-18.5
16.0
-26.0
16.0
-41.0
18.9
-20.8
18.9
-23.1
Garage Doors
I
I
WNNECTOR PROMT APPRDVALS
AFFUCATM
Sffsm COWTOR
M. APPROV& No.
OAPS, AM 5ASE5
06, ECZ, FIG, EPG.
FL l0i*0
AN
FL 10&4q
COW-RETE I MA50NRl
CONNE-GTORS
HU, Rr,
FL IOC-55
H6T, M5M
FL loftb
W, Hl", HHIM
FL 10441
DETAL, F6T9 WTA, HHffA, HM,
HT5M H6AM HISM L6UM LTA META
M5TAM, MSTGM, MT5M
FIL 11413
Hrz,AIO, LIST, M&T, WSTG, V6T
FIL 11410
H17, LTT
FL IMb
HAN6ER5
L5W, L9J, THA
FL 10441
11146, W-WIL, WAR HU, HX, IUSlVr, LU,
1-1,1401 HJ15LLI 5K U
FL 10531 / FL 10655
1161,11, H6W, WA6, HH6U, HH16, RX-0,
HL6, LCJJ, LL6, W:AJ, M5GF`T, THA, TH6B,
TH60, THISK THX
FL 11468,
5,13A, HI3, L13V
FIL Illbb
E6, 66,61-5,61-5T, 6LT, 6LTV, 11613, H61-5,
H6LT, Hr--LTV, HHB, HHEV, HIT, HK MI,
HW IT5,17 ME6, MIT, M5G, K WI, HW,
WNPU, W, WI, H3U,
FIL 10661
STRAPS, AND TIE5
A, FG, 6A, HH, L, L5, LPT, Z
FL10446
IFTA, H, H&T, HTSLFTA, LTS, MT5, R5P,
IRST, 50, SPH, 55P
FL 10456
OM5T, G5, FHA,, HST, LSTA, LSTI, M5T,
m5TA,, m5m, wn, sT
FIL lOb52
5 11 _� L
01it' MAX
PANEL SPAN
2 X 4 5RACIWz AT
SEAM ON INTERIOR
FACE OF PANEL
4P 11;1I IM 24 HOLES AT cY OR 12" O.C.
SPACIWG MAX. FOR FASTENERS,
RE: FIBC - TAIBLE R3012.12 FOR
FASTENER TYPE
HOLES IN CENTER OF
IN PLYWOOD FOR PRESSURE
E=ALIZATION
�_2" TEN GAU6sE WOOD SCREWS
TO FASTEN PLYWOOD TO 5RACIW_-
2 X 4 15RACM ON EXTERIOR
FACE OF PANEL
6' TO Is' MAX �_Mlhl I/Vol, PLYWOOD
PANEL SPAN
P400D 5TRUCTURAL PANEL - OPENINO PROTEGTION OPTION
;11,;�G /V
'S
No%
1IN 0
X
L
V> 10
"�_
It
/V 0
L
Cut
LU
z F-
0<
0
LU 0
0 LLI
6
Uj CL
;�?11
z 0 0
LU
z u
LU Z
�2
141 Div �r
_j
LL
W
0
C)
Vol I ro
F- 0 _j U)
z
Z 04 Z 00
D W M z
W
0 0
Lu = - CN
> F- (f) W -0
<Omw mr- afw
M Z 0 z
LL
- < 0 LL 0
i.- z W 0
< 0 z 0 U)
0 W 0 LL 0 :i
En- 0 u C
<
W Z W 1-- >
0 < 0 _j W
!L :3 z < 0 U) W
F- W M I`-
0 <
z z 0
0 5 <
L) a 6 ca z W 0 Lu
< < <
0 z W
�
W W 0 W 0 0 (If Lu
z D W _j
5;
W 0 (.9 X 16- <
X W 0 _j F- ir LL Lu
Fn
W F- u_ W 0 F- < (n
z
U)
LLJ
F-
z
:D
0
C)
F-
z
z
W
0
0
<
0
U)
_j
LL
LLI
0
Q
U)
<
0
ICL
z
<
3:
U)
(0
W
F- Z
0
og
z
W
_j
<
_j
_j
0
<
UJI
0
<
Z)
N
W p
U)
FIRST ISSUE
12/04/13
SECOND ISSUE
TH1RD ISSUE
FOURTH ISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
3
REVISIONS
SEAL DATE
SHEET
SD1
K.O. OR U-BLOGK TIE
BEAM W 1 #5 BAR GONT.
lx4 NAILER a HINDON5
Ixb 0 5L. 6L. DR.
HINDOH AND DOOR
AS PER
SPECIFICATIONS
1/2" C7YP. 130. a HALLS
ON Ix2 HIP. FURRINIS,
5TRIP5 0 24" O.C. Hof
ALFOIL INSULATION
SEE FOOTIN& DETAILS
THIS SHEET AND
FOUNDATION PLANS
A-
I
502
PRE-EN61NEERED HIP.
ROOF TRU5o5E5 0 24" O.G.
SEE TRL)55 NOTES FOR
REGUIREP CONNECTOR
METAL DRIP
ED&E
T.O.M.
----------------------
ELEV. VARIE5
TYP. FASCIA 4
SOFFIT
6" H. ROLLED
FIBER&L. MESH
PRECAST GONC.
HIRE OR
LINTEL a EA. MAS.
KAU OPNrzp. - REFER
TO LINTEL SCHEDULE
#5 BAR VERT. REINF.
HOOK INTO TIE 13EAM
AE30VE
#5 BAR 001-EL H/ 10"
STU. HOOK (LAP MIN.
25" W VERT REINF.
BAIR)
ARGHITECTI.R.AL FINISH
ON&' G.M.U. HALL
MAIN FLOOR LINE
REF. ELEV. 0'-0"
TYPIGAL ONE STORY NALLSECTION
ONE STORY
NOT TO SCALE
FIN. FLOOR ON 4" GONC.
SLAB H/ bx&-HI.4 x 1,41.4
H.H.M. (OR FIBERME514)
CLEANED, COMPACTED 4
TERMITE TREATED FILL
TY P. HALL GONSTRUiC.
MAIN FLOOR LINE
REF. ELEV. 0'-0"
FIN. CYRADE
COMPACTED 4
TERMITE TREATED FILL
FOOTIN& DIMENSION 4 REINF.
NO. OF #5
GONT BAR5
ONE 5TORY
161
6,
(2)
TP40 STORIES
11-511
loll
(3)
5TEMNALL FOUNDATION
NOT To 50ALE
___�TYP. HALL GON5TRUG.
TYP. 411 IN. 67RADE
c.oNc.,5LAE1\
MAIN FLOOR LINE
7± --------- ------ AK
4� BAR5 CONT. REF. EL6�. 0'-0"
X
x x..,.,
GLEANED, COMPACTED, 4
MIN.
COVER TERMITE TREATED FILL
ONLY USE MONOLITHIC FOOTIN&
FOR MAX DIFF. OF 20" BETHEEN
EX15TINS7 CRADE TO FINISH FLOOR
L
SP2
PRECAST LINTEL
W/ (1) 45 DIAM.
PouRED `oLl`7
PERMTER 5EAMA.NTELS
JS
OVER DOOR 4 UJINDO
104OCKOUT BLOCK
1111 (1) Ob DIAM.
POUREP WLIP
POURED
D
SOLID,
PRECAST LINTEL
41-011 TO 91-011 $PAN
KNOCKOUT 13LOCK
W/ (1) Ob DIAM.
POUPW SOLID -7
DOUBLE
PRECAST LINTEL
KNOCKOUT BLOCK
LESS THAN 4' -0" SPAN
EAC44 W/ (1) 03
DIAM. POURED
SOLID
KNOCKOUT BLOCK
W1 (2) 45 DIAM.
PMFEE) Ip
15 1
--------
PFIECAST CONC LINTEL
PRECAST COC LINTEL
9'-W TO 25'-Vu SPAN
V-0" TO W-01" SPAN
F15—cl-3-1 Ff=_C:74
NOTE: PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. USE PRE -STRESSED
PRECAST LINTEL FOR SPANS GREATER THAN 14'-4',
THE K.O. BLOCK ABOVE THE LINTEL 16 T14E MINIMUM REQUIRED. ADDITIONAL CAROUT
FILLED CM 15LOCKS CAN BE INSTALLED BETWEEN THE K.O. BLOCK AND T14E LINTEL FOR
HIGH REQUIREMENTS. THE K.O. BLOCK ABOVE CAN 13E T14E SAME AS T14E WALL TIE
BEAM.
LINTEL
NOT TO 5GALE
#5 IV IN CELL POURED
4
1 1-1 EILM
JLEjE::jL E%_E:1�1
SEE FLOOR PLAN
H
502
TYPIGAL MASONRY SHEAR HALL
NOT TO SCALE
4" CONCRETE SLAB
HITH FIBERMESH
b" x 6' COW..
FTIS IAV (1) #5 GONT
A95LHED 6RADE
K.O. OR U-BLOCK, TIE BEAM
H/ (1)415 BAR HORIZ. GONT.
a UPPER 4 LOHER T.O.M.
NP BEAM
#5 BEW BAR. 25" EA. HAY
#U-BLOCK" (TYP)
INTO HORIZ. TIE BEAM I
VERTICAL REINF. GELL
UPPER T.O.M.
AN— 7111v
AP VERT. FILLED CELL
REINF. 00lo-EL IIAV
v-
e4
PER PL
T WOO—
BOND BEAM REINF.
1
.
. . . .
11
Jil.
50 ND BEAM REINF.
l
LOWER T M
PER PLAN
...
..
III
. . . . . . . . . . . . . . 7=74-..
I
I [[11111
A
F '0 GELL
ILLE
N BEAM
AT CORNER
-5 CORNER BAR
#5 13AR VERT. REINF.
IN FILLED GELL
TYPICAL FOR
4 FORM AND
KNOGK-OUT BLK.
POUR TIE BEAMS,
STEPPED
MASONRY TIE BEAM
NOT TO 56ALE
GONTINUITY
OF TIE BEAM REINF.
AT GORNERS DETAILS
NOT TO SCALE
PRECAST COW_,. LINTEL H/
SEESIGHEDULE
7
(1) #5 BAR HORIZ. IN-/
&ROUTED P.G. LINTEL
-7
E_
502
NOTE 2 BELOW
(1) #5 BAR VERT REINF
IN FILLED GELL
4 MIN.
-BEARINiS a
EA. END
NOTEs
1. EACH JAM13 OPENIN& TO BE REINFORCED W
(1) #5 BAR VERT. IN GONCG. FILLED CELL
2. PRECAST LINTEL FOR OPENIN& OREATER THAN OR EGIUAL
TO 6'-Ou TO HAVE #5 BENT BARS INTO JAME35 AS SHOHN
5. PRECAST LINTELS SHALL BE
"CAST CRETE" OR EGUAL.
T-1-71GAL PREGAST LINTEL
NOT TO SCALE
VERTICAL REBAR CENTERED IN CELL
SEE PLAN FOR LOCATIONS. FILL CELL
P41-M COWRE I OR CAROUT. PROVIDE
POHEL TO MATCH VERTICAL REINF.
r
NOMINAL
NOTES:
—REMOVE ALL PROTRU5,ION5 EXTENDIN& 1/2" OR MORE INTO
CELLS OR CAVITIE5TO BE 6ROUTED.
SPACES TO BE 6ROUTED SHALL 13E FREE OF MORTAR
PROPPIN65, DEBRIS, L005E ACCARE&ATES, 4 ANY MATERIAL
DELETERIOUS TO MASONRY SIROUT.
TYR VERT. FILLED GELL
MASONRY REINF. DETAIL
NOT To SCALE
502
50
OHER ENG. (TEMPERED C
GONG. CURB
11
4" CONCRETE 5LAB
11
x 5" GONG. FTO.
P41TH FIBERMESIH
wl (1) #5 GONT.
X., x
FOOTIN(9 Olt-IIENSION 4 REINF. 4n all
NO. OF #5
GONT BARS
ONE STORY 11 1211 11-8.1 (2) rm�� THKENED SLAB EDGIE
THO 5TORIE5 _51. I._811 (3) E) �2 NOT TO SCALE rN
5P2
MONOLITHIC, FOUNDATION
NOT To SCALE
SLAB REGESS SEGTION
NOT TO SCALE
UJI
0
-1
f=
5P2
T&. REINF. (TYP)
FOOTINO (SEE SHT. #2)
FOR 51ZE 4 TYPE)
—A
CORNER BARS
VVERTIGAL FILLED CELL
REINF. DONEL AT CORNERS
GONTINUIT-r OF REINF. IN FOOTINGIS
NOT TO SCALE
L
2xb PT P4000 JAMB-�
ISARAISE DOOR CONSTR.
AS PER CYARACE POOR-
MANUFS SPECIFICATIONS
MIN. 6" EMERXI'MENT H/
2* 50. x 5/16" HASH.
(4 PER SIDE) $ AT
:24" O.G. AT TOP
GEDAR TRIM
0ARA0E DOOR DETAIL
502 NOT TO SCALE
A or 6
(b
L
a
<
VETAILIN& DIMENSION
ml�
'a /
BAR
51ZE
000 HOOK
qO0 HOOK
A or
A or (5
D
511
2 1/411
6
21/411
#4
(oil
411
311
311
#5
1
33/411
1011
33/411
(oil
41/211
1211
41/211
10
51/411
1411
5 1/41'
ills
511
(oil
1611
(oil
#cl
113/411
q 1/2 11
lqIl
q 1/211
#10
1-111
13 1/4"
lo51411
22" 1
10 3/4"
STANDARD HOO<
NOT TO SCALE
If ffx".Oto.
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U)
FIRST ISSUE
12/04/13
SECOND ISSUE
F URTHI UE
ADDENDUM
ENDUM
2
ADDEN)UM
3
REVISIONS
SEAL DATE
SHEET
SD2
FI EXIBLE FLASHIN&
HEATHER RESISTANT
BARRIER
EXTERIOR FACADE
R161D FAL5HIN6
SEALENT BEAD
.WINDOW FASTENER (SEE HDW
INSTALLATION DETAIL)
-HOOD FRAME HEADER
DRYWALL
5EALENT BEAD
EALENT BEAD
SILL
EXTERIOR FAC
FLEXIBLE F
WEATHER RE5111ST NT
WINDOW FASTENER (SEE
BA I
INSTALLATION DETAIL)
T BEAD
I N7
STANT W
R R
RIE IS
51 LL HEADER DETAIL HOOD OPENIN65
5EALENT BEAD
5EALENT BEAD
eALENT BEAD
`RES5URE TREATED BUGK5TRIP
AN 2 Ilb" A5SHOHW
HIM AS SHOWN
NDOH FASTENER (SEE HOW
INSTALLATION DETAIL)
5EALENT BEAD
WINDOW SILL
PRE--CA5T
CONCRETE SILL
5ILL HEADER DETAIL MA50NRY OPENIN55
NOT TO SCALE
NOTE,
AN ADDITIONAL ROW OF TAPE
15 NEEDED IF THE TAPE 15 Too
NARROW TO COVER ALL EXPOSED
NAILS IN THE NAILIN& FLAN&E.
FLA5HIN6 TAPE
POLYSTYRENE
MITER COVER
FLA5HINC7 TAPE
WINDOW FLAN&E
POLYSTYRENE 4
MITER COVER
WINDOW FLA5HINC7 NOTE5-
STEP #1 CAULK WINDOW OPENINe E-06E
PRIOR TO 5ETTINry WINDOW.
STEP #2 HOU5EHRA;P TAPED TO FLAN(9E BOTTOM.
STEP #3 CUT HOUSEHRAP DIRECTLY A13OVE NAILIN67 FLAN&E
4 OVERSIZE CUT 6" 130TH 51DE-5 OF WINDOW FLANOE.
STEP #4 COVER OPEN NAILIN& FLANC715 MITER KIRED HOU5EHRAP TAPE.
STEP #5 INSTALL FLA5HIN67 TAPE 2 SIDES
P41TH TOP OF TAPE FLASHED UNDER HOU5EHRAF.
WIDER OR ADDITIONAL 51DE TAPE MUST BE INSTALLED OVERLAPPIN&
ONTO THE WINDOW FRAME TO COVER SEAM AND SCREWS AT MULL.
STEP #6 INSTALL FLA514IN67 TAPE AT TOP.
TYPICAL HINDON FLA5HINC-7 IN FRAME
NOT TO SCALE
IM MOLDIN&
DOOR JAME3
#12 X 3" 5GREHS
6 16" O.C.
SHIMS
\--2 EA. Ibd NAdLS
—2X FRAMINC? O.C.
DOOR JAMB DETAIL — HOOD
SIMPSON SP2
0 EA STUD
BLOCKINC7 TYP.
FOR ALL INT.
PARTITION
WALLS AS
WELL
SIMPSON SPIO
EA STUD
TRUSS
STRAPPIN6 PER
FRAMIN5 PtAN
2x STUDS AT 16" O.C.
(1) ROW OF 2x BLOGKIN5 0 MID
HT FOR HALL HT 0 &-b" 4 LESS.
-OR- (2) ROH5 OF 2x BLOCKIN&
a 3rd PT5 FOR HALL HT 0 V-6"
4 H16H
2x P.T. 50LE PLATE
1/2"tP x boo 1_11 BOLTSPACED 0 24" 016.
MINIMUM 6" EMBEDMENT 2" DIAM. X 5Ab"
Wai. (SEE NOTES FOR ALTERNATE BOLTS)
#5 REBAR CONTINUOUS
BRO. FRAME HALL SECT. (UPLIFT)
E3
FLOOR TRU55 5TRAPPINr5p
DOUBLE TOP
PLATE
2x 5TUD5 AT 16" O.C.
BLOCKIN& TYP. FOR
ALL INT. PARTITION (1) RON OF 2x 5LOrKINr7 e MID
HALL5 AS WELL HT FOR HALL HT a &--bll 4 LESS.
-OR- (2) ROH5 OF 2x BLOCKIN&
* 3rd PTS FOR HALL HT e 81-611
-f-
4 H1644ERL
2x P.T. SOLE PLATE
1/4"x4" TITEN OR TAPGON5
SPACED 0 12" O/C.
(2) #5 REBAR CONTINUOUS
SEE FLOOR PLAN FOR 51ZE OF STUDS
BRO. FRAME HALL SECT (NO UPLIFT).
4a
2"x 4" COLUMNS W (1) RON OF STA66ERED Ibd
2"x 6" OR 2"x b" COLUMNS W (2) ROHS
COMMON WIRE NAILS (D = 0.162", L = 3 1/29
OF 5TAECvERED l6d COMMON HIRE
NAILS (12 = 0.162", L = 5 1/2")
NOTES,
1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE
4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LA&
51DE-5 OF THE COLUMN
SCREWS OR EQUAL (SPACE AS SHOWN FOR
5-PLY)
2. ALL NAILS PENETRATE AT LEAST 5/4 OF THE
THICKNESS OF THE LA6T LAMINATION
5. FOR 5411LY, PROVIDE 1/4" DIA. x 1" LA6
SCREWS OR EQUAL (SPACE AL
S SHOWN FOR
3. FOR 3-PLY, COLUMN SHALL BE NAILED AS
3-PLY)
SHOWN FROM EACHSIDE (ONE INTO EACH
OUI-51DE FACE OF B.U.C., SAME NUMBER OF
6. REFER TO N05 SECTION 153 FOR ADDITIONAL
ROHS, SAME 5PAtC4Nr7)
INFORMATION
NDOH FLAN(9E
NDOH
WINDOW FLAN&E
FLA5HINs5 TAPE
TYPICAL STUD COLUMN AND JACK NAILING7
NOT TO SCALLE
ASPHALT SEALANT: 12" MIN.
EXTEND MIN. boo olk,517"s SALV. MTL.
FLASHIN& ml
NLK FLASHIN&
DIVERTER
FLASHIN& ROOF MATERIAL
ROOFINCY FELT
DRIP
ED
F IA
F16LRE 1: FLA5HIN& INSTALLATION AT KNEEHALL
(SEE F16URE 3 FOR MORE INFO)
ASPHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLASHIN6
P.T. FURRIN&
1/2" DENSE CEILIN&
BOARD DRYWALL-
IX6 BLOCKIN6 EXTEND 20" MIN.
PAST WINDOW OPENIN& AT EACH
51PE WERE P055113LE
IX PT
TEMPE!RED
6LASS
NOTE
INSERT TRACK FROM
OUTSIDE FACE OF
BLOCK
SEE LINTEL SCHEDULE
SEE
T GONC. LINTEL wl 14W_5
rON
CONT. OVER DOOR OPENIN6
DOC
DOOR TRACK
(SEE FLOOR PLAN)
-r IDE
_W
INSIDE
5ET TRACK IN A FULL
BED OF CAOLK
J_SEE FOUNDATION PLAN
NOTE:
SEE FLOOR PLAN FOR 5LIDIN6 C7LA55
DOOR APPLICATIONS USED
/'H%N TYP. 560 SECTIONS
NOT TO SCALE
DOUBLE 2 x 12 HEADER wl 1/2" FLITCH
PLATE UNLESS OTHERV41SE NOTED
2-ROI-6 Ibd NAILS 5TACPSERED 0 16" O/C
EACH FACE OR 5-ROWS Ibd NAILS
5TA66ERED 0 16" 0/0 FOR 2"xIO" OR
6REATER HEADER
(2) SIMP50N LSTA24 UNLESS NOTED
hNAILINC,
OTHERWISE
FILLIN6 AND BLOGKIN6 AS REQUIRED
FASTENED TO HEADER H/ (2) l6d a 16N 0/6
UNLE55 NOTED OTHE!RHI5E
r6EE STUD
. �
2x STUD5 TYP.
DETAIL
DOUBLE 2x CRIPPLE STUD UNLESS
OTHERN15E NOTED ON PLAN
5IMP50N LTTIq H/ 1/2" HILTI KHIK 13OLT I I
0o
ANCHOR H/ bu EMBEDI,�,IENT UNO
PT 50T. PLATE
NOTEs
HEADER / POST CALLOUT5
ON FLOOR PLANS TAKE
PRECEDENCE OVER THE
INFORMATION SHOWN ABOVE.
TYP. FRAME
OPENING75 AT BEARING, HALLS 15T FLOOR
NOT TO SCALE
-- - - - - - - - - - - - - - - - - - - - - - - - - - - ---
I
ASPHALT BASED
SEALANT APPLIED
BEHIND FLA5HIN&
AND EXTENDIN& A
MINIIAUM OF bN ABOVE I
VERTICAL RISE OF FLASHIN6
ROOF CRICKET: VERTICAL AT KNEEWALL
MIN. 3,12 SLOPE KNEE HALL I
(REQUIRED AT =fnt 1
ALL LEVEL VALLEY I U-
LOCATIONS) PLASTER
STOP
I ROOF �_6" X 150 HORIZONTAL
I MATERIAL__, r-,ALV. FLASHIN& CONT.
I
-SEALANT
TO 12" PER
6" HIC7H
DIVERTER, PLAN SPECS
FLA5HIN6— of
6" MIN.
ALV.'L'FLASHIN6
TYPICAL
NOTE:
DRIP ED&E TH15 DETAIL 15 REQUIRED AT ALL
VERTICAL HALL INTERSECTIONS
FASCIA
P41TH ROOF VALLEYS 4 ROOF CRICKETS. -- - - - - - - - - - - - - - - - - - - - - - - - - - ----
F16URE 2: FLA5HIN& AT CORNER DETAIL F16URE 3, FLA5HIN15 DETAIL AT CRICKET/ KNEEHALL INTE+Z5Er_TION
TYPICAL FLA5HINC-7 DETAILS
k.. �03 NOT TO SCALE
MASONRY HALL
FBRICK MOLDIN&
DOOR JAM13
3Ab X 311 TAPCONS a 16" O.C.
PV 1 1/4" EMBEDMENT
SHIMS
DOOR JAMB DETAIL MASONRY
�Dll NOT TO SCALE
1/21, PLYWOOD
ENG-SINEERED WOOD
TRLM 2411 OC:
1/211 PLYWOOD
NAII
r-LINCHED
CHIMNEY FRAMING
SIMPSON Wb AT EA
JOINT (TYP)
1/211 ft-tWOOD
2"x 4" om 24" O.C. 5ALLOON FRAME
SIMPSON MT8122 0 EA CADRMR
OVER DOUBLE 2"x4" IBLOCKING
(ATTA04 SLOCKING-a TO TFASSES
W/ SIMPSON A34 rlrP)
NOTES
REFER TO INTERIOR
BEARIN& HALL DETAIL
4u CONCRETE SLAB
WITH FIBERMESH
(2) 2XI2 BEAM OR AS
PER FRAMINC7 PLAN
INTERIOR
DRYWALL
FACE
TOP PLATE FASTENERS
rH
NOT TO SCALE
k,
4-16cl COM,
- � DOUBLE TOP
PLATE
DOUBLE STUD
16d com. o--,o
16M Ocl
PT 5OTT.
PLATE
2-ad Com 2-ad clom.
-I
rK DOUBLE END STUD
NOT TO SCALE
�l
COLD JNT.
(9ARA6E SLAB
(2)-#5 REBAR
CONTINUOUS
OARAOE STEP POHN SECTION
0:3 NOT TO SCALE
T
5F,
2Xb FRAME
HEADER
--�,_I/2' PLYWOOD
t METAL LATH
W/ STUCCO
OUTSIDE
DOOR TRACK
(SEE FLOOR PLAN)
SET TRACK IN
FULL BED
OF CAULK
SEE FOUNDAtTION
'--2xe, Fp.AmE
SEE FRAMIN5
HEADER
FOR BEM SIZE
INTERIOR
�_I/20 PLYH0cv
DRYKALL
I METAL LATH
FACE
K/ STUCCO
ALT. BY-PA55
5.6.0. HEAD
TYP. POCKET 560 SECTIONS
�M:ljl NOT TO SCALE
CONDUIT 1-1/22
OR 6REATER
SIMP50N
#555
SIMPSON
STUD 5HOE
NOT TO SCALE
DOUBLE
TOP PLATE 2-Ibd COM.
uf�
3-ad clom
PT BOTT. PLATE
END STUD INT.
NOT TO SCALE
FR.AMIN&
ABOVE
STRAP PER ROOF
FRAMINC7 PLAN REG.
TYP.
DOUBLE TOP PLATE
�_SIMP50N!51F2 AT TOP
0 EA. STUD
-__2 x STUDS 0 16" O.G.
—1/2" x 6" HED67E
ANCHOR BOLTS 0 24"
O.C. (FRAME TO 5LK)
w/ 2"* x 5/16" HA.5HER
SIMPSON 5PI AT BOT.
EA. 5TUD
/--P.T. SOLE PLATE
- H - 10 . �l
W, TION
V 0--0* FIN. FLR.
SEE INTERIOR BEARIN&
HAI L FOR ADDITIONAL
INFO
BRO. FRAME TO GMU HALL SECTION
NOT TO SCALE
V
0:MR1. s
Plyi w
'v
if
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0 uj
_j z
0,
uj 0
uj
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9
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0
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01--05 0 < 0 w
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HA14x3' TAPCAONS 0 b" OG
2'x4"0I6"OC, TOP AND BOTT
SIMPSON H5 0 EA RAFTER
Ixb OR 2xb %8-FAS61A UNDER
ALUM./VINYL FA661A
VENTED ALUMJVINYL SOFFIT
SIMPSON SP26 EA.STW
TOP OF HIWPOW AS
PER FLOOR PLAN
3/4' PLYPOOD SHEATHIN6 W W
COMMON OR H.D.O. 13OX NAILS 0 4"
OZ. a EDOM 4 INTERMEDIATE W
2X4 BLOCKINS AT JOINTS
EXTERIOR FIN15H AS
PER ELEVATIONS
SIMPSON SPI STUD TO PLATE
SIMPSON MSTA36 FROM
STUD TO JOIST EIELON
RELATIVE F.F. ELEV. 0'-0'
SECURE RID615 BEAM TO
C71RDER H/ 5IMP50N
HU52b -1015T SEAT
2x4 COLLAR TIE
MID-HEIe+4T a C71RDER.
PROVIDE (5) 12d NAILS
EA END
CONTINUE 5HEATHIN6
BELON CONVENTIONAL
FRM6 a ATTACHED
SITRUCTURE5 H410H ARE
ONLY PARTIALLY
ENCL05ED SUCH A5
ENTRYKAYS, AND
PORCHES
NOTES -
ALL RAFTER5 5HALL BE #2 SOUTHERN YELLOH PINE.
SECTION SIZE SHALL BE DETERMINED ACCORDIN6
TO THE LENC7TH OF 5PAN A5 FOLLOH5:
IF TO &,-On ........... 2X6
&I -oil TO 121-011 ........... 2xb
121-01, TO 151-01, ........... 2XIO
151-01, TO W-011 ........... 2XI2
RID61E 13EAM SHALL BE #2 SOUTHERN -rELL0H FINE.
SECTION 517-E SHALL 13E 2" (NOMINAL) LAR6ER THAN
RAFTERS H/ A MAXIMUM RID(9E SIZE OF 2xI2 FOR
2xI2 RAFTERS.
CLEAT SHALL BE A #2 SOUTHERN YELLOH PINE 2xIO.
IT SHALL 13E FASTENED AS SHOKN W SIMP50N
MSTA24 TENSION STRAPS o EACH TRU55 U51NE, (14) bd
NAILS. INSTALL THE STRAP BY CUTTINC7 A HOLE INTO
THE 15HEATHINC70 EACH 510E OF TRU55 AND
THREADINry THE U-5HAPEV STRAP FROM BOTTOM OF
TRU55 TOP CHORD TO TOP OF CLEAT.
SECURE RAFTER5 TO CLEAT U511467 5IMP50N L5qO
FOR 2xI2 RAFTERS, (10) bd NAILS FOR 2xIO
RAFTERS, (b) bd NAILS FOR 2Xb RAFTERS HITH
SPAN5 OF 4'-0" OR 6PEATER. 2xb RAFTERS H/
SPANS LE55 THAN 4'-0" SHALL 13E TOE -NAILED TO
CLEAT H/ (6) 10d NAILS.
5ECA)RE RAFTERS TO RIDISPE BEAM USINC7 SIMPSON
LL1526 SLOPINO JOIST SEAT. 2X6 RAFTERS H/ SPANS
LE-56 THAN W-O" MAY BE TOE -NAILED TO RIVC7E
BEAM H1 (b) 10d NAILS.
GONVENTIONAL/VALLEY FRAMINO 150METRIG
SEE PLAN
OVERHANS
PER ELEV.
SEGTION THRU BAY NINDON
�. �P4
Imahl
CAST IN PLACED
CONCRETE STE"
04 0 Oil O.C. * BOTT
(TYP)
04 0 12" OZ. HOOK
INTO CMU WALL W1
FILLED CELL EACH
END (TYP)
FOOTIWx AND SLAB
AS PER
FOUNDATION PLANS
LINTEL ASSEMBLY AS PER FLOOR PLANS
AND LINTEL SCA*XXXE
51t-`IPSON L111524
ISYPSUMI 5HEATHINO DIAPHRASM USE
TYPE W'SCRE316 0 12"OZ. IN FIELD AND
0 6"Or- AT WOES.
DM TOP PLATE
HEADER AS PER FRAMIN9 PLANS -
MINII-W DOUBLE 2Xb
KL *I �f'
2X4 STUDS PER FLOOR PLAN 0 16* OZ.
(AL16NW W JOISTS BELOW
R-11 INSULATION
SINSLE P.T. BOTTOM PLATE W2J 1/4'x 5'
LAO SCAREN TO EACH 2Xb J015T BIELON
2Xb P.T. JOISTS 0 12' OZ. W FW
INSULATION ATTACol-ED TO PLATE W
SIMPSON HSAIO (ALISNED W STUI;5)
SINiSLE P.T. 50TTOM PLATE W12"X 10'
LONS ANCHOR BOLTS W STV Wr AM
KASHER 016"O.C.
b"WX 6' CMU AS RECIUIRED ALL
I
6RXWt F11 I
N/
4,
X�
rF""""`\TYP1GAL GONGRETE STAIRS
\,, �04 NOT TO 5r-.ALE
03 NoSIWs
-13AR TYP. EA
STEP
TWREAD, RISER AND
NOISINGG DIMENSIONS
AS PER
ARCHITECTURAL
MANS AND SECTION
TOP OF SLAB
A
m A z I rm UPI
5IMP50N META12 0
MASONRY SIMPE70N
MST16 0 FRAME HALLS
(TYP)
(2) HETA20 U.O.N.
�41f= FRAMING
r5
\Ii, �0 4j
BRAC NC7 I "X4" N.
rE GROSS BRAG IN &
. �04
PRE-EN&INEERED
1/21, PLYHOOD H1 bt:> TRUSS AT 2'-0" C
ED6C-5 AND 10" INTL5ZM.
NAILS 0 4" 0.0. AT
2" SUBFACIA--N,,--`
2"xb" BLOG<INS
0 MID
2"x*LW6TIft.
1/2" PLYWOOD H/ W
Ibd PER JOINT
MINIMUM 2"x4" CROSS
BRACIN6 (5EE PLAN
FOR LOCATIONS)
5IEE TRU55 LAYOUT
-51MP50N 5P2
SIMP50N LTT1q 0 EA END
SIMPSON SPI
NAILS a 4" O.C. AT
E06ES AND 4" INTERM. 1/2"0 xb" ANCHOR
BOLT 0 52" O.C.
KNOOK-OUT BLOCK
VII-V #50 POURED
E70L I D
('('5_�FRAMIN& ABOVE TIE BEAM
&ABLE END TR165
(WEBS REMOVED
FOR CLARITY)
2xb SUB-FASCIA-
OUTLOOKERS
o :24" O.C.
ARROH INDICATES
LON6 DIR. Or- PLYAD.
". Oil 0 0 PLYHOOD CLIPS TO 13E IN5TALLED AT ALL
0 LOCATIONS HHERE 5HEATHIN679PANS 16"
0 OR MORE AS PER APA REQUIREMENTS. DOUBLE
0 . 0 CLIPS TO BE USED HHERE 5HEATHIN67 PANELS
ARE CUT TO ;24" IN LENISTH OR LESS.
0 0.
0
X = 10d COMMONS OR bd RINC7 SHANK a 41' O.G.
EACH SHEET OF PLYHOOD
ON
0 = 10d COMMONS OR bd RIN6 SHANK 0 6" O.C.
ON EACH SHEET OF PLYHOOD
10d COMMONS OR bd RIN& SHANK 0 bl' O.G.
ON EAjCH 54 1 T OF PLYHOOP
NAIL IN& 5GHEDY&ABLE
50ALEs N.T.S.
TYPIGAL ROOF 5HEATHIN6 NAIL PATTERN
NOT TO 5CALE
slam
HINDON 4 DOOR MOUNTINO MA50NRY ELEVATIONS
KNPON 4 DOOR MOUNTINO FRAME ELEVATIONS
0 bd a 6" O.G. ON EACH SHEET OF PLYHOOD
NAILINO 5GHED./HIP
SCALEs
NOTES:
1. SEE STANDARD MOUNTIN9 DETAIL.
2. IX& P.T. ANCHORED TO LINTEL AND HALL
H/ 1/4"X2-1/4" TAPCON a W O.C.
3. AN6LED 2X4 NAILED TO PLATE H/(24) Ibd
NAILS AND COVER H/ 1/2" PLY�-V OR -7/16"
055 H/bd NAILS 0 4" O.C. (EXTERIOR AND
INTERIOR SIDE
4. ANr7LED 2X4 NAILED TO PLATE H/(2) 16d
NAIL5.
5. 2X4 CRIPLE VERT STUDS OW O.C. AND
AN6LE-5 NAILED TO PLATE H/(2) Ibd NAILS
AND COVER H/ 1/2" PLYI,'V OR7/16" 05B
W&d NAILS 0 4" O.C. (EXTERIOR AND
INTERIOR51DES).
6. DOUBLE 2X4 VERT AT EAGH51VE OF
HINDOkq 5HAPE CHANC-7r:5, ATTACHED TO TOP
PLATE H/ 5IMP50N L530 4 MSTA12.
'7. 2X4 CRIPLE VERT STUDS a&" O.C. NAILED
TO PLATE H1(2) 16d NAILS AND COVER HI
1/2" PLYHO OR -1/16" 055 H/5d NAILS 0 4"
O.C. ODCTERIOR AND INTERIORSIDEW.
b. DOOR OPENINC7 AREA (TYPICAL)
NOTES:
ATTACH FRAME A5 PER
MANUFACTURER'S.
IXe, ANCHORED TO HEADER H/ Ibd
NAILS 0 12" O.G.
ANr5LE0:2X4 NAILED W:2) Ibd NAILS
AND COVERED H/ 1/2" PLYHO OR'7/16-1
055 H/5d NAILS 0 4" O.C. (EXTERIOR
AND INTERIOR 51DE-5).
AN(9LED 2X4 NAILED I^V(2) Ibd NAIL5.
2X4 CRIPLE VERT STUDS Ob" O.G. AND
AN5LE5 NAILED H/(2) Ibd NAdL5 AND
COVERED W 1/2" PLYWD OR -1/16" OSB
H/6d NAILS a 4" O.C. (EXTERIOR AND
INTERIOR SIDES).
DOUBLE 2X4 VERT AT EACH SIDE OF
HINDON SHAPE CHANGE-5, ATTACHED TO
TOP PLATE H/(2) INVERTED 5IMP50N
HIOS.
2X4 CRIPLE VERT STUDS 05" O.C.
NAILED TO PLATE H/(2) 16d NAILS AND
COVERED W 1/2" PLYHD OR 1/16" 055
;^Vbd NAIL5 0 4" O.C. (EXTERIOR AND
INTERIOR 51DE5).
DOOR opENiN& (TYPICAL)
A/G SHELF DETAIL
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTH ISSUE
ADDENDUM
ADDENDUM
2
ADDENDUM
3
REVISIONS
SEALDATE
SHEET
SD4
jL__
[DET)k
INTO MASONRY
IXOR2XWOO1D
OUIRED IF DOOR
1-1)(0
�
BUCKSTRIIP, SEE
NOTE4,SHEET1
Ht16HII5u*RVe"
CONCRETEJCMU
PER ANCHOR
F,
REQUIREMENT
I- tMk*.0MtNT
I I I
TYP ANCHOR TYPE, EMBEDMFNT
r- AND EDGE DISTANCE PER
ussm-im sm TABLE 1, SHEET 8
TIP
W
INnERILOCK
EDGE
... DISTANCE
PANEL VAU...
IUR PANELWIDTH 1_14'MAX�
14"MAK SUBSTRATE, SEE TABLE I.Si
17ON'TA1
LOCXSTI�ES. DOOR FRAME VYIDTH
ASTRAGALS: TYP. ANCHOR TYPE, UVEDMENT
DOOR FRAME Vv.DTH
FtXtD AND FDOb DISTANCE PER
STILES AW)
RAR S T_
FOR EDGE
EOC*
SEE NOTES DISTANCE #A X 3i4'.';Mq RP NFORrhi DISTANCE
3&6 SCREW. 3 PE
I BELOW 46
R RAPL. LOCATED r,
q
AT CENTERLINE AND ft' FROM it I
ENDS (FACTORY INSTALLED)
T2_8
r
__j
Itir ROW
OR
TYP ANCHORTYPE, SPACING 2-31r ROW
14TERLOCKS r%mrnmEisrr AND EDGE
SPACING
ONLY r
TANGE FIER SU35 . . ....... . ............ 71 1
DiS : *.
H E-1
SEE TABLE 1. 3 11-
jD-
EMBE
r EDGE
MENT
DISTANCE
FVKED PANEL LI
'C NCRETMMU
ANDANCi 0
J_ DETAIL SHEET PER ANCHOR
STANTIARD SCREEN
2X WOO') RUCKSTRP 4 1
CMDEDMEN7 -6- FIX170STILE
OR FRAMING, SEE TYP. ANCHOR TYPE. EMBEDMENT EXTERIOR Im. MAX
PAIJELV-40TH
NOTE 4, SHFFT I AND ��IJQE U;U! ANCE PER SUBSTRATE 2)(woonAUCK TRIP
SLLIAULLI,Si OR FRAMING; SEE
ng NOTE 4, SHEET I [DETAIL 3 �DETAIL J, DETAIL 3
Ea.
DISTA.r-r
17,/ N INTO_yy?oD `6��ONRY
/7 MZTRUCTURAL
ANCHOR
I, MULD-
MENI
1A,
MAX
S APPLY TO X, 3 AND 4 11 RffvhW SY7
1) Of: rAi.
NOTE
. ...... 44,
CONFIrIURATIUNS.
P4-ZX)K . . ...... I
3)SEE-rARIFS2.4FORRFINFOnCr-.ME-4T . ':�
: , Q
2) SEE SHEET$ 24 FOR ANCHOR LOCATION & SPACING.
4�) R F Anybed Nr bob-
REGUIREMENTS.
PLA I E (12' LUNC. 0 i
4) CONTINUOUS ANCHOR PLATE, ITEM #15. IS
I
PANELMiDSPAN
L-I ;.",- Al AILL f-RAME ANCHOR LOCATORS. Z
P,H(X)K 7 Din" By,
-1 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR Oak.:; PLI
RENIF - . ....... .. ASTRAGAI. AIIF� ON
�61 I HORIZONTAL INSTALLATION DETAILS J R0,9OWSKI :
EXTERIOR "i of- i
i
PLATE SMS" II)ALL RILINFORGEMENTS ARC APPROXIMATELY THE SOO
N't X 1 -1;4., PULL _17NGTH OF THE EXTRUSION. REFER TO TEST FLL0.01 1010 TIECIWM06YDR&V rox.,
C:q�_
4A 2 CC. REPORTS FOR EXACI UIMENSIUNti.
M VENM R ME75
P.O. Pox tug VINYL SGD INSTALLATION GUIDELINES 11/18/10
DETAIL 1
R, NTS 1'5 OF 13 'FLA'-SGD570-01
I I I'l � % I NOWK,�% FE M274
INTO WOOD A. LYNN MILLE P.E.
P I (A sva� CERT. OFALM( #29M 57012770/2870 1
............ ..........
.. .............
DET AIL 1 jp.�TAIL 2A b_E _TA E 2
L� �MASONRYJ ASTRAGAL IN LO
CONCnETF?CMtj TYP. ANCHOR TYPE, EMBEDW-N I AND I:Lx�F
01!i IANCE MER SUBSTRATE, SEE TABLE i. SHEET 6 1
PPR ANCIIOR
REQUIREMENT
DISTA I N^.F ASTRAGAL ADb-ON
NON-STRUCTURAL
QQ) ASTRAGAL ADD -ON REINF.
A ANCHOR
(40�-N
1, _7�
MENT REINFORGEWNIT SCREW; S
PF R ASTRAGAL.
h(JUALLY-5PACED AND 7'
rROM ENDS (FACTORY
V4' 'I I
I J_
MAX INSTALi
a
EXTERIOR
A55TTZAG AJ
Pwi
POCKET
LOCKS11LI:
PANLLWIUIIl PANEi.WIDTH
LCCKSTfLI:%, DOOR FRAME WIDTH
ASTRAIDALS. DOOR FRAME W,DTH
FIXED
STILES AND 114* kW
i3ORI?0NTA1
T_.
KAN.$
SE�NOJ ES EDGE
GEN_ERAI_ NOTES: SERIES 570,2770 & 281U LARGE MII%SILE, IMPACT-RE$1.51 ANT, VINYL, REINFORCED SLIDING GLASS DOOR
1) THIS PRODUCT HAS BFFN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORILA 801 UINU CUDE.
ALLRIGID WHIT E OR TAN PVC AND COMPOSITE RENFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS RFFN TFSTED TO
COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
ENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS). EY�-,090"DUPONTSUTACITEPVB:
2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); Tt-TEMPERED. HS HEAT STRENGTHED. AN -ANNEALED, SG-.D90 DUPONT
GLASS TYPE A: 3116' HS GLASS .090" SG INTERLAYER + 3116" HS GLASS + 7!16'AIR SPACE 4 3/16" T CAP
CLASS 1 YPE 8-3116' �S GLASS
-090" VVI3 INTERLAYER - &116�'AN GLASS + 7116- AIR SPACE + 3i16TT CAP
GLASS TYPE C: 3M 6" HS GLASS + .090' PV13 1NTE RLAYE R * 3116' TN_ GLASS - 9110" AIR SPACE WITH H7EAT,M IRROR FILM + V 16" T CAP
APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 9055.
31, MASONRY ANCHORS MAY BE USED INTO WOOL) AS PER TABLE 1, SHEET 6. ALL WOOD DUCKS LESS THAN 1-1/2' THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCK,
R ARF OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
THE
AS2XARE1-V2"THICKORGRFATFR. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO
STRUCTURE. WOOD BUCK DESIG RESPONSIBILITY OF I HE ENGINEER OR ARCHITECT OF RECORD.
-SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
4) Ir SILL 15 TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON
'N AND IN'S.TAI.t ATION IS T1If
(MAX. 1,4' SHIM SPACE FOR GROUT) MUST FULLY
SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC.
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NO1 -IIGHT"FU THI= SUBSTRATE, AND
TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FFI.T PAPFR OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD
5) ANCf IOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SLIFFICIEN7 LENGTH TO
ACHIEVE THE EMSEDMENTS SHOWN ON 1ABLE 1, SHEET 5. PROPER SEALING OF ENTIRE ASSFMKLY IS THE RESPONSIBILITY OF OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS 13ASED ON TESTED PRESSURE AND GLASS TABLES ASIM E1300 4
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04.
0.
7) THE ANCHORAGE M
ETHODS 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
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
8) SHUTTERS ARE NOT REQUIRED.
9) ALL DOM CONFIGURATIONS, UP TO 8 PANELS ANDIOR 4 I -RACKS, ARE QUALIFIED,
SEE SAMPLE CONFIGURAnONS ON SHEET 12. DOOR S17FS K41JST BE VERIFIED FOR
COMPLIANCE WITH ECRESS REOUIREMENTS PER THE FLORIDA BUILDING CODE.
10) RErERENCES: TEST REPORTS FTL-6337 116338; EXOVA-10-002-792(A)&10-OD6-10231-,
CAMBRIDGE 535753-09. ELCO LILTRACON NOA 007-0425.01; E-I_CCCRE1EFLEXN0A
#0,"225,05: VISION EXTRUSIONS. LTD. WHITE PVC NOA 910-0420,06, TAN PVC NOA
#11-0902.10; ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
1 ALUMINUM DESIGN MANUAL
DESIGN PRESSURE RA rING IMPACT RATING
VARIES. LARGE & SMALL
SEE SHEETS 8 MISSILE I ACT
I-V16'NOM. 11-VIS' NOM.
711TAIRSPAC
_1: 7016'AIRSPACE
E
Hj GLASS
311S"ANGLASS
3/10' t!,� GLASS
4�
3110 HiGLASS —
1
DUPONT.0Wr4E"T_
-
INT 111.
SENTRYGLASO
.0w Pvs
7116. —
—
WIS' T CLASS ?he*
NOM
NON
HE
IV,
7 7W
H I I _ GLASS
BITE
BITE
GLASS TYPE "A"
—Se, —LA—kh-N—ATE,
INSULATED GLASS
Door Size
—
Width Height
Configuration
Design
certilficaucin
Numbers
Pef
0 psi
241"
60
100-265.771
20T
120"
)00O(wf*aIm9*I
60
6b
190-267.774
20Y'
W
—95"
)000(vdastragal
60
60
190-263, 770
I.,
80
1 80
1 190-787
Ee_
)OM w1ast,ega!
__)060(�i I_r*agia1
80
90_
1 80
1 190-264, 772
20T
1 00
1 190-268, 773
3MS'AN GLASS
3116' HS GLASS -
OUPONT.DW PVS
7116"
_LOT�_
7/r
GLASS
BITE
_j
— 311rTGLASS
GLASS TYPE
PVB LAMINATE,
INSULATED GLASS
11111116"AIRSPACE
HEAT-MIAROR F
3"5'T GLASS
GLASS TYPE "C'
PV8 LAMINATE, INSULATED
WITH HEAT -MIRROR FILM
GLASS
SHEET
GENERAL NOTES .......... 1
NOA DRAWING MAP
GLAZMG DETAILS ....... _1
ELEVATIONS .................. 2-4
HORIZ, SECTIONS ......... 5
VERT- SECTIONS ........... 6
ACCESSORIES ............... 7
DESIGN PIRESSURES...."
EXTRUSIONS ............. _10
PARTS LIST ....... ........... _1 1
CONIFIGURATIONS ......... 12
PANIELTYPES .......... ...... 13
INSTRUCTIONS:
1) KNOWING THE REOUIRED DESIGN PRESSURF OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES 8
OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPEA, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN
PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2. SHEET 8.
2) LOCATE THE SLIDING GLASS DOOR SIZE (A THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL
PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS is [Z
5 ROUND UP TO THE NEXT L TED S E.
3) CHOSE WHICH ANCHOR OPTION (A-D);S MOST APPLICABLE. ANCHORS ARE DEFINED IN I A13LE 1, SHEE: 16,
ALONG WITH THF APPROPRIATF I E GE DISTANCE
SUBSTRATE, MINIMUM EMBEDMENT AND MIN MUM D
4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4. SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN
PRESSURE IS MET OR EXCEEDED. USF THIF ANCHOR QUANTITIES SHOWN.
5) INSTALL AS PER Tf;E INSTRUCTIONS AND DETAILS ON SHEETS 2-7.
6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTAI LED AS SHOWN ON SHEET 7.
flawl"d Pr
01
......... �Plz
N.-).
W_
A J
...... \X
A. LYNN ULAIP\f,
P E # 587M
GENERAL NOTES & GLASS TYPES
J ROSOWSKI
1070TEGhINCLOGYDRAff
vvmr. Pi. $#M
P-0. Box 15a
MOKOW, r-L 34214
7W.,
VINYL SGD INSTALLATION GUID ELINES 111/18/10
DaNiftne. -I
FLA-SGD570-01
__1
CEW. OF AM. #25-12M
I DETAIL I EETA7l'
L IK
WrERL(��_
T
I YP. ANCt,OR TYPF, FMRFDMFNT AND EDGF
CoNCAE-1 Er-kiu PISTANCE
PERANCNOR FER SUBSTRATE, SEE TABLE 1, SHEET6
Fr)AF
REQU 0 STANCE
REMEN'l 1 .11, 66) ASTRAGAL ADD -ON
I
NOWSTRUCTURAL .,--430,,ASTRAGAL ADD -ON RFINF.
ANCHOR
EMBED. PIOX211/2"SMS
REINIFORCEMENT SCF
MEN7 '2 . 0,01"TICINA1 Prk ASTRAGAt.
IT— QUAL;LY-SPACLDANc r
VC FROM ENOS (FACTORY
INSTALLED).
MAX
T MILL
EXTERIOR
P41
ASTRAG-
POCKET
LW9,STILE
7
FD—ETAI,
I INTO �F. Ix OR A WOOD
y 8UCKSTRF.SEE
1� BUCKS I RW
DI IIRFn 99 1 NUTE4,SHEET1
( *,-
HEIGHT IS OVER 96'
CONCRE7VCMU
PIER ANCH04R
REQUIREMENT
LMBEDMCNT
"M
1YP. ANcNcn TYPE, EMBEDMENT
A14D EDGE DISTANCE PER
SVOSTRA I I- SEE TABLE 1, SHEET 6
Dra 1 ANUI:
114"MAK
TYP. ANCHOR TYPC, CMBFDMFNT
AND EDGE DISTANCE PER
SUBS I RATE, SEE "TABLE 1, SHIM 6
7' E013E
DISTANCL #a X 314^ SMS REWFORCEMENT DISTANCE
366
SCREW; 3 PLRRAIL,,()CATLU
BELOW
AT CENTERIAW AND 9"1
ENDS (FACTORY INS I ALI
I 2-31ir ROW ED)
TYP ANCHOR TYPE. SPACING L 2-31W ROW
INTERLOCIKS
F VIRFUMENT AND EDGE
ONLY .: I SPACING
UIS IAN(;t: FER SUBSTRATE, . . ........
NFF TAM F 1, SOrF76
.. . ....... . .
EM13M
MERIT
EDGE r'ryi I
DISTANCE 1-10-0 PANEL C1 ITT
CONGRETEiCMU
—ANDANCWJRq,Srr
OFTAfL. SHEET 7 STANDARD SCRCCN PERAINCHOR
REQUIREMENT
rD( 0 STiz.
2X WOOD RUCKSTRIP FMBLVAftNf E
OR FRAWNG, SEE TYP. ANCHOR I-YPE. EMBE DMi,-h I 1.14IL-IDTIT EXTERIOR 1/4'MAX.
NOTE 4, SHEET 1 AND EDGE D:S-.ANCE!ER SUBSTRAT17 2XWOOODUCKSTRIF 9R
OR FRAMN13, btn:
SrLrrA*I,t 1. SkiCE7 G
EDGE
NOTE 4, SHEE1 1 4DETAIL �_O [bti-A L 3
DISTANCE 11
I / I INTO WOOD
i77-7 NUNSTRIJCTt1RA_' INTERL "2!, !RY
EMBED.
MAX. NOTES ��Jltjllj
MLW
1) DET Al-l$ APPLY 10 2, 3 AND 4 TRACK
CONFiGUIRA11ONS.
L 2)25t:L SIILLIS 24 FORANCHURLQUAIK)NA SPACING,
01 ". , :�� -.4 � . -
P41OOK 3)SEETAR FS 2-4 FORRIFINFOW.17 MEW j
114� R ANF, 11: . 1�1
REQUIREM NIS
4)CDNTINUOUS ANCHOR NATE, TTEM#A, IS RIFOOINIFO �Z
PLAT-P (12- tONG, 0
PANEL M10.11PAN i
AT ALLFRAME ANCHOR LOCATIONS. . . ..........
P 400 5) PANEL WIDTH DOES NOT INCLUDE fNTERLOCK On
K
kli,- NI ASTRAGAL ADD -ON HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
, Ts OT
PLATE SM,, 6) ALL RE INFORCEMENTS ARE APPROXIMATELY THE
1070 7EChWOLOGY DRM T*r Bull,
ftic X 111/41 FLn.1 FNGTH OF THE EXTRUSION. REFER TO TEST FLL)R
2-5/0"O.C. RFPMI'$ FOR EXACT DIMEW.IONS .......... 40 N. VENICE-, FL 34275
DETAIL 1 1 Pla " fm VINYL SGD INSTALLATION GUIDELINES 11/18/10
NOKOMI� FL 34274 S000AIM 3c": prawftNo. IRM
--INTO WOOD A. LYNN MILLER, PLE. .5 OF 13 1 FLA-SGD57?:��
r—C-11T. OFAILITH. #29296 570/2770/2870 NTS
INTERLOCK
2-TRACK CONFIGURATION
6.
SP MAX. MAX.
T
IDE * FkFfil
ARC -NOR
LOCATIONS FOR
AFXT.
ANCHOR
LOCATIONS FOR
BYPASS
APPROX. 6.
NOt"IRIjcTQRAL
(HFADi SILL)
4EXT. I
PorkrT
CONDITXM�
21 �r
CONDITIONS.
ANCHORS INTO
MAX
,
12'MAX. D.C. P-4009. D.C.
T_
OF
I ANCI IOR 0 CENTER 9 CENTER OF
�j I ARC
EACH PANEL. SEE TAKES EACH PANEL. SEt, TABLES
ON SHEETS 6 A 9. ON SHII-E VA a 9 9.
9* MIN. D.C.
2 ANCHORS 0 CENTER OF
HORS 6 CENTER OF
PANEL. SEE TABLES ON hAf;H PANEL. SILL *i
F1'qAA% ON SHEM a a 2.
CXT.T EXr.V
F_VA�_
41 MIN, D.C.
4'MIN. O.C,
3.2110"MIN.O.0 —1
ANCHORS $-TILE
INTERSECTIONS
*A
SETAIL M 1 1
.1 8 E TABi-ES ON
T
SHEETS 0 & 9. EXT.V
"l-
4"MIN. D.C.
4'MIN. O.C. -
rpk+�i
CLUSTER CLUSTER OF 5 ANCHORS
ANCAMI 06-11LE INTERSECTMS.
INTFRSFV@.sTIj�-
2.31V TYK I
SEE TABLES ON :DGTAIL H2 -7. SEE TABLES ON SHEETS
EXT.T SHEETS 8 & 9. Exr.v a 9.
311TAMN.O.C. 4- MIN. O.C�
S'MAX. G* MAX.
RO END OF (TO END Of
ATTACHED JAMS ATTACHED JAMS
170—FAL.01 I ANCHOR 6
I ANCHOR Tilt SILL ENDS.
EXT.T HEAD FNI�R. EXIM
%Uf;: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT.
3,21
2 ANC
EACH
SHE
7C. �Ir
11.1125�
f.377
FXT.V
iEEPHOLE PATTERN 24- O.C.
L 4
DEt4l
ORRY
SMIP
TYP. ANCHOR TYPE. EMBEDMENT AND
MIN.2.7KSICCCRETEG EDGE DISTANCE PER SUBSTRATE
HFAO PEn ANCHOR 9FF TAKE 1. 3NEET 0
Et _31;
RECiUIMMt:Ni,.-
TABU 1, $1 IErT 6
EDGE
PACING
STANCE
MENT.
EMi
- J
FRAME
HECHT,
SEE
TAFA FS
2.3 A 4
WEEPHOLE PA-n'ERN SILL ENDS
NTO WEnq_j
[_DETAIL 4 1:
iyp. Aw;Hc)R TYPE. EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SF
F TABLE 1. SHE- ET C
2-3W
EMBED-
MFNT
MAX.
1r5 X.V4^ SMS
7 PER STILE� LOCATED AT
INT
REINFORCEMENT SCRM
Ir FROM ENDS (rACTCRY
INSTALLEDI.
DETAIL 41
FD
L!Nro_m�NRY
rYP. ANCHOR TYPE, EMBEOMEWir AND
r- LDGL UISIARCL PER SUBSTRATE,
SFFTABI_E1,sHFETS
EDGE
ROW DISTANCE
PAGING
A
MAX
_T 1W
TABLE I.KWHOR TYPES:
A
/ , / / �
" —
Y, POCKET
il
BY L
OTHERS
(UNDER
SEPARATE
APPROVAL)
'7- "-7.,::*_'
D &SILL)
HFA
DAYLIGHT
OPENING WIDTH
xI OR 10,
PANELTYPE
C3-1 ANCHOR
CONFIGURAT ON SHOWN;
EDP
ISEE APPLIZU
TABLES 2. 1 OR 4)
�c 91f- R&YLICHT OPERIN(i Q=LOLTI&S
WIDTH: PANEL WIDTH . S-ShIr
HEIGHT. PANEL HEIGH'I - $016"
PANEL WIDTH . .....
11
DLO
'E__
DA IGHTi
HEI .. . .......
f'44 E
X,
PANELTYPE
PANEL
3r HEIGHT r'-O
S'MAX
L
(6 HEAD
1
WVAX�.
(VEAD & SILL)
(7#
4;.,,L J4
C6+2ANCHOR
__.-comrjGuRA-noN SHOWN,
TABLES 2. 3 OR 4)
(SEE APPLICABLE DP
NOT-6h:
11)f'OR CONFIGURATIONS, SEE SHEET 12.
2) roR ANCHOR EDGE DISTANCE AND
EMBEDMENT. SEL TABLE 1 SHEET 6.
3) DAYUGHT OPENING trXO) FORMULAS.
WInT14: PANEL WIDTH - 8016'
HEIGHT; PANEI, HEIGII IT - WV
ft*ww. Dmix
..........
RGW&kw
PIZ
v
A"Imay.
Z7
5V05 S
r Or
ANCHOR LOCATIONS (2 TRACKS) J ROSOWSKI
'I R&
or
.01
TA N
......
1070 7ECH" OG V OWE
IV. VDW= FL W75
T",
10
P.O. am 15n
VINYL SGD INSTALLATION GUIDEL INES 18/10
0
if 11111"
Allwalm
Dmhv Ilk
I LYNN M" R 1-
P.E.* 5'
,Vrpf.
570/2770/2870 j8=NirTS I 2 OF 13 FLA-SGD570-01
TYP. ANCW)H I YPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 1. SHEET 6
EDGE
STANCE
ol
-D&A I IT 47
IIN[
1 VAtumi
lie" MIN. 601113-75
ALUMINUM SUBSTRAYE
TO TRANSFER LOAD IMPOSED ONT14EM
METAL SUBSTRATES TO St PROPERLY DESIGNED
TYP ANrHOR TYPE, EMBEDMENT AND
EDGE DISTANCt AK SUL'S I RATE
SEE TABLE 1. GA S TEEL STUD OR A35
STRUCTURAL STEEL
SHEET�
SUBSTRATE
IL4
L
JtT?�STEFL I
METAL SUBSTRATE DETAILS St TOWN FOR HEAD
EXCEPT POI JAMS)
NOTE
1) VE I AILS APPLY TO 2. 3 AND 4 TRACK CC NF;GURATIONS.
2JSEL SIICETS 2 4 FOR ANCHOR LOCATION & SPACING.
3)SEE TABLES 7-4 POR REINFORCEMENT REOUIREMENTS.
4)CONFINUOUS ANnI PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS
5) PANFI WIDTH DOES NOT INCLUDE INTtRLOCK OR ASTRAGAL ADD -ON.
TEST REPORTS FOR EXACT MMENSIONS.
dv 6) ALL REINFORCEMENTS ARC APPROXIMATELY THE FULL LENGTH OF THE EXTRUMON. REFER TO
t) C1�0
Rii
GROUTAS
Rafted
NEEDED.
. t I % - . . - __ - L
MAX.
IJ4'
!WED MAX,
NOTE S. [L. — - - . - - _.-
Milli SHEEl
L:
-Kor�— ! UIZ
. .. .... CoNcRETC a ct
2X1NO0UbLIUMi COGE
EDGE SILLPFRANCHOR j Luz
INSTANCE -4 REILREMENT OR FRAMING, SIFF DISTANCE VERTICAL INSTALLATION DETA
ILS J ROSOWSKI
1. FST I ' TYP ANCHOR TYPE, EMBIEL)MLN I
NOTE 4. SHE
TYP. ANCHOR TYPE, EMBEDMENT SEE TA13LE Dt-. (0
:S DRrVr TWO:
AND EDGE DISTANCE PER 1070 TECI 0%" OGY
AND EDGE DIS1 ANGF PER SMFETO
, 0
'...: .......
SLIM rRATIE, SEE TABLE i, SHEET 6 SUBSTRATE, SEE TABLE 1, SHEE I ti N. VENICt' TIL .31,105
F. 5ETkCi� P.G. Box lug VINYL SGD INSTALLATION GUIDELINES 11118/10
OVOKONS. FL W74
SahaVANA.14 S-W Fsim�ftr� &Mft ft
P F.114 A?'M CCRT 0FAUTK AWSIS 570/2770/2870 NTS 6OF13 FLA-SGD570-01
t1liI00\
A LYNN M0,i.rR. P F
1
. ........... . . . ....
. ...... - - --- ------------
i
_j Z
EE NOTES
3A6
ELOW
-
j
SILL RISER VARIES
VM1 I REGUIRIED
POSITTVE DESIGN
PRESSLM, SLE TABLE
A, SHEETS 8 L
(1-7)
'r
RISER 4.1110-
RISER 3-IW
RISER
Type
SubMV119
Anchor
11.1badment
Dkofte
A
P. T. SaAham fte
(So , -n
#12 Shoot MOW Scrvw 05)
1-318"
kx"Cm
i_1
1 1/2'
3-14-
vw Elco CrWe-Flex iS4
1.314"
Akrnin-�, 6W3 IS min.
$12 SheO MCIA SCMW (GS)
0.125'
112'
Sttei� Stud, Gr% 33 nn.
$12 Sr*6 Metal Screw PM
#12 SiI� Metal Scmw P6)
AIA Steel
iap(o.oei-)
112'
5
—
111. 1. Southm Phe (SG -.55)
#12 Wood SemwIGb)
1-3/6,
314'
Comfete (MIn. 2.7 W),
UriqvAed CMU. Janitis Only
(ASIM (.;-9U)
1W Elea UKmrcn
149,
1.
V4" Elce UftraCcro
14' Elco Crele Flex SS4
..............
1-1/4"
1-1/4"
1--314-
CwmiWe (min P. P W)
-
Concrod a (mim. 3.35ist)
VA- Elco Unfacuo
1-&811
2.1ir
1 W Elm Crrolo-Flwx 884
1 .3f4'
2-1 /2"
. . .......
UrgWed CMLI, Jofflbs O,dy
(ASTM C-90)
IJA' CICO 1,111ACA).1
1-11011"
2-102'
— '—i
1/4" E�co Cloe-Flax SU
___
2.112'
CERTIFICATION AUTHORIZATION REPORT
FRM B 1-02
17
-T-
FMA Keystone Certification Program
Certification Authorizatior? Report
190 263
CAR Product ID Nurnber:
CAR Issue Date: 12/14/2010
CAR Expiration Date: 11/1112014
Company Code: 190
This Cartification Authorization Report (CAR) is issued by Keystone (,prtfica-ions Inc (KCI) after fu I validation fevisaw
of the oroduct qualification documents for the producA ri below. This report is only val.d when signed by ti�e
:"i5sidant o-KCI and nd cates -.1hil pror-airl as manufacturfA by the company named below has been tested and meets
-.ha requirainents of the referenced standxa a:-.d.s ejig,bla for the application of FMA Keystone Certif"lion Program
Certification labels. Licensee stipulates in atkinig certification 1@bes to pioducts that tl,cis,� prod ucts ai e repi ese itative
"men e%-dluialed end clocurnented fo, cetificaftri auti
of the sped orizalion Only products bearing such P, cerl.ficaJon
label shall be nonsidered cen1ed The nfo, nation in this report can be verified at w.w,(.keystonecerts.com.
Company Information: Product Information:
PGT Industries ModF): 470/570/2770/2870 Impact PVC SGD w/Ast
1070 Technology Dr. Operatioi Typts: SD
PO, Box 1529 Configuration: H1J/S/Ast1CIip1AII,GS-15/32 HS/Ann Lami 113
Nokomis FIT 34274 Max 'At idth: 203
Max Height: 96
Referenced Standard: Product Rating:
ASTM E1886/E1996-05 Missile Level D, Wind Zone 4, DP +1-60, 203x96 XXXX
Qualifying Test Information:
Test Report No:
Test Reciort Expiratior:
nFTL 6376/6377
11/111`2014
120,
Authorized Signature:
';V� a.
Martia Falko. Pitsiceil
Keystone Certifications, Inc.
1790 Old Trail Road, Suite D
tt,,4rs, Annsyvania17319
Plione 717-922-8500
Fax: 717 932-5501
PRODUCT APPROVAL
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY DOOR: FL1 5180.11
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
or HM
'0(0
52 lff MAX 55 3M* IFIRAME OD,
40' FIXED WIDTH DLQ 52 IWMAX
4W FIXED WIDTH DLO
SEE SHEET 9 4 118" .11
FOR ANCHORAGE MAX. TYP.
MAX . REQUIREMENTS MAX. TYR.
Gr
MAX.
3 44' 33 314'
FIXEn FD(ED
HEIGHT01-0 HEIGHT"DW
76, 76-
M MAX.
T 0 0
10* 78 94"
MAY- FRAME
O.D.
33 314' 33 3W
&ASH SASH
HEIGHT IDLO HE4HTDLO
PnoniICTREVAM
G0ftW1y4WIdLth*A0rIj1k
'=45314'WHWIDTH DLO 46 31V SASH WIDTH DI MAX.
MAX
M
TYP.
BOXFRAME INTEORAL FIN
MM, r5IZIE = 52.125' X 75" MAX. SIZE 52.125" X 75*
.0 ujl-406`1�1�
............
NOTE:
1. FOR BOX FRAME SECTIONS 85E SHFET 8 AND ANCHORAGE INFORMATION11 SEESHEETS PAND 10.
7-
2. FOR INTEGRAILIFIN FRAME SECTIONS SEE SHEET 6 ANDANCHORAGE INFORMATION SEE SHEET11, LU
Naw
of
hd II/Aw A PfRhA4NI-�LffrTffRDATM ft"/M
-A;;mz loyo'mc� No ELEVATIONS % 0
0, FLITO .**
VVISOW AWW WIRM, &&VWfiRW7000XFMUjjRL-Wr"N MCK001110L 9 .......
Dd
7r"-W, -ONw—
ji lawtif c wckyAroETwasgEr P.O. nox 1920 - Knyl savie Hunn Mndow. Lame ~a Iftwot
mmov. � nsaffiw NOKOPMi, PL 34274 v7sibly AlhI,, F-10% - A.
Dja 007/W SAM I—NMI-2 .1 C F L P. E.0 5870 5 j
;19, VEW111-11L I a I It
- 1 0 rA a Lge"? -Am --�ff
--
"UNNUUMMUMMU
muumuu
WOW
e
U,-qgvA�n;
Example' 52.126 x 75 For 1 (1 Wndow s
3 .4- Anchors requireod in the head
3 4
Anchors required balmy the MTR
Anchors req&sd above the MTR
Example. a2. 1123 x 62.500 For Mew V*dow a
Head- Ek Sash*
FLxed**
1I FOR VIBN VVINDOWS USE VIEVY FD(ED WINDIDW HEIGHT FOR ANCHOR QLYkNTTFY IN WA D A NO
ABOVETHEMTR, AND OSE TH� VIEW SASH WINDOW HIEIGHT FOR ANCHOR QLA NITIN BELOWTHENITIR.
lyA XMM HEIC44T FOR V IIIEW WINDOW IS 62 11211.
NOTE. IF OR VI F;VV VVIN DOW TH ?' LARGEST CAN N 07 EXCE E D THE TESTED S I ZE.
V.a IfIMM I A rF*RAawi-mwtr"Ffta47nD1wiw
"War, .0ft 1979 7OWNDLOOV DWA
CLO. fz%M a A "0 AW h(WFIED 10W 1"HDOW EXAAPLES 14CWMI& YL 301IMPS
am ftabw
ji xyml a W C04W Vas 4=T Fig. Box 1420
O.G. VM7M
V*
ANCHORAGE N07ES FCR BOX FRAIVF:
1. ANCHORTYPES: -V1&LJLTRAW S
-019$QRaws
2. AN CHOR L OCAT (ONS ARE BASED ON TH E
FOLLOWING DIMENSIONS.
HEAD- 6`14AX FROM TOP CORNERS
JfW36 - 91' MAX FROM TOP CORNER6-
('NOT TO EXCEDE 114 OF TOrAL LVINDO%V HEIGHT)
6" MAX. FROM BOTTOM CORNERS
4'. MIN, BELOW MTG. RAIL
SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
OUANTITIFS USING THE DIMFNSICNAL CRrrrzRIA OF
NOTE 2.
4. ANCHORAGE SHOWN FOR BCX FRAME W7H OR WITH OUT
OPTIONAL FLANGE.
S. FdR INTFORAL NAIL FIN FRAME A`4CHoRAr.F- SEE SHEET 11.
Ill WINDOW
1211V
75r
VIEWIWINDOW
FIXED
62 In"
All SASH
ANCHORAGE SPACrNG
-ML-VM- I Vinyl 2M�y Hung WjndDm Largo Afinfle
vfto artier &.v .
2x V1000 SUCK
910 SCREV4 f5EE NOM 0)
3#8" MiN.
AIN�
2X W000 PVCK
(ate NOTE 1)
FLAINOF
9CRE%V
JAMB Wi BOX FRAME HEAD W1 13OX FRAME
THROUGH MAME IN70 2x WOOD THROVIGH FRAME INTO 2x WOOD
IN WOOD DUCK
(SEE NOIFE 4
I A` MIN. -
am, MIN
I MI'MAX. SHIM
Imm OR Is I(al MIN. emu -
OPTIONAL
FLANGE
4 IMAX�
SNIm
T1W ULTRA0014
Ix WCOD 54"
JAMB Wi BOX FRAME HEAD WJ BOX FRAME
THIROtf-GH —FRAME INTO C014CRETE THROUGH FRAME INTO CONCRIETE
Ix BUCK OPTIONAL 1x SOCK OPTIONAL
NOTES:
1. FOR CONCRETE APPIL)CATIONS IN MIAMI-DADEi COUNTY, USIL IDNLY MIAMI-DPI)K DUUNTY APPROVEE)3ii(rULTRACON,EMBEMB�3MI MIN, DISTANCE FROM ANCHOR
70 CONCRETE EDGE 16 1'MI14W3h4
2. FOR VOOM APKICA"ONS IN AM AML-11ADF COVNTY, VSr= 010 STEEL SCREW, EMW;PrED 1 3W MIN-
3, W000 BWKS DEPICTEDINTHE SECTIONS ON THC PAGE AS Ix ARE BUCKSWHOSE 70TAI- THICHNIESS IS LESS THAN 1112'. IxWOOD MCKS AM OP110ML IF- ON17
CAN BE INSTAILLOO DIRECTLY TOSOLID CONCRETE. WOOD BUCKS OtHICTIEDAS 2x ARE I 11711CKOR GREATER. INSTALLATION 7DTHE SUBSTRATE OFWOM
SUCKS TO BE ENOINIStRE-1) 6Y OTHLF4 OR At APPROVItID BY AUTI-11MITY HAVINO jUAISDICTIOW
4, FOR ATTAQHMENT TO ALUMINUM 7)-iE MA7ERIAL SHALL BE A MINIVIUM STRENGTH OF MW-TOAND A MMMUM OF Iff'TOCK. TK4 ALLIMINQM STRIIIICTURAL MEMBER
SHAtLBE!OY-AalZETOPfiCVVIVCFUi.L5Uff'ORTTOTMFWIVDOWF?tAMI=-rAMLA"TQTHA-faHOWNINTHESfOET,NLSFDFk2xwmDBUCrKS. THEANCHORSHALL
BEA #10 SHEET METAL SCREW WIT14 FUL!- ENGAGEMENt INTO THE ALUMINUM. IF T14ESE CRITERIA ARE KWT, THE WSPECTIV6 DESIGN PRE&0*RF& AND ANCHORAGE
SPACING rOR U11-rRAC01146 MAY BE USED.
ful" . ' — - -
DLa IIIPW A PFRLOW44DIFEMIMIDATED110NAM
WIRW w0.nIcRKjLooy DpjvF Iff-ft —Nwjr� ANCHORAGE DETWLS - BOX FRAME
Wftv .0 WCWGE TM 6HEFT
A&Awl HWV Window, L!W Afts#6 Ill
A# 1AWN1 C W GmAgiz ?W$ aw-er n)i
WN"It, FL M74 Vn&o getter M."M
-T-
M�-p A* SHW
—Ron .10
`R0I)IXTREy`f.VD
.i2icarrV19ft;IIft"FIaid*
NdItIft moe
ArMptanumn Nfte
V� . I FOA Dde 4.
By
M[W do
%V" �YWJ '/z
No. 5570h %
i: 04
-1,
to to '4 - i�
610 FF
A. LY4Ak4IUkq'P.E.
FIL P.E.# 68705 -j
LeRol)UCT KW
W *p lilodda
1111,181AW Ift
y IPCN
sk M
-1i.041111j.
Y
No, 0706
It
N.- " E C
A. P.C.
FI. REM 68-ms
1/4" MAX. SHIM-j [-
2)(WOOD MM
(SEE NOTE 21
11V DIA, x I 117NAL.
V"MA'A
CORNIER 4 4 1,
OPTIONAL
FLANGE
IIW'DfA. x 1 117 NAIL,
CORNER 4 4 IoT O.C.,
OPTIONAL FLANGE -4
JAMB W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
2X WOW BkXK
NM 2)
OPTIONAL
FLANGE
111M
IJW DIX x I Ire NAP- /
Ir MAX, FROM"
CORNER 46 4 Iff OrC I ?x VA= SUCK
(*SEE NOTE 2)
HEAD W/ NAIL FIN SILL WJ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
NOTES:
1. FOR INTEGRAL FIN APPLICATIONS IN IMIAN-DADIF COUNTY, USE Im- DIA. X 11)2" NAIL,
2. WOW DUCKS DEPICTED IN THE SECTIONS ON THIIS PAGE AS Ix ARE BUCKS IANOSE TOTAL THICKNESS IS LESS THAN I 111r. 1XWOOD
BUCKS ARE OPTIONAL IF UNIT CM BE INSTALLED DIRIECTLY TO SMID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE I IP* THICK OR
GREATER. INSTALLATION TO THE SUB&rRATE OF WWD BUICK& 1*0 BE ENOINCIERED By OTHERS ORA$ APPROVED BY AUTHORITY HAVING
JURIMOTION1.
3. FOR ATTACHNIENT TOALLIMINUM: THE MATERIAL SHALL BE A MINIMUM STRENWH OF 8063-T5 AND A MIMMUM OF Iffi"THICK. THE
ALUMINUM STRUCTURAL WEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DE-TAILs rok2xwoou BUCKS. It -IC ANCHOR SHALL Ot A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM -
IF THESE CRTERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACM6 MAY BE USED,
Ak ft* ftv#ox
flasm A PffR AIMAODADE LM&t DATED 100YO
MW — W707=040LOgy ANCHORAGE DETAILS -
W" 8 NO OMWE THIS WEST NovW3^3mus WIN
H Wndan
W/Ml. C X0CNAWff1WM&=T
aw "I - awdiid* K=I=i!
& O&MRS I T51
MIAM" MMMI-DADECOUNTY
I=D PRODUCT CONTROL SECTION
DIPPARTH OF PRRMFI-rINC, ENVIRONMENT, AND REGILILATORY 12 805 SW 26 Stmot, Room 208
AFFAIRS (PEIIA) Nfismi, Plorida 33175-2474
BOARD AND CODE ADMIM917RATION DIVISION T(796)315-2590 F(796)315-2599
NOTICE OF ACCEPTANCE (NOA)
PGT Ind wphien
1070 Teektiology Drive
North Venke, FI, 34275
ScOPF':
This NOA is being issued under the applicable ruivs find regulations governing the use of construction
materials. This documentation submitted has been reviewed and accepted by Nfiami. Dade County PERA -
Product Control Scction to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (Al4j),
This NOA shall not loo valid afta the expiration date stated belovy. The Miami-Ndc County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this produot or materipl tested for quaflty assurance purposes, It this product or material fidils to
perforno in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ my
immediately revoke, modify, or suspoW the uqe of such product or matcrial within theirjurisdiction, PBRA
reserves tile right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to rrkect the requirements of the applicable building code.
This product is approved as described herein, and hap. been designed to comply with the Florida Building
Code, Including the High Velocity Hurri cane Zone,
DESCRIPTION; Series 118'1114-500 Vinyl" White PVC Single Hung Window - L.t4.1.
APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile
Impoof', sheets I through I I of 11, dated 08107108 with revision C dated 10/07111, prepared by
manufacturer, signed andwaled by Anthony Lynn Millw, P.E., bearing tho Miami -Dade County Product
Control Revision stamp with the Notic4 ofAcceptance number and expiration date by the Miami -Dade
County Product Control Section.
MT&SILE IMPACT RATWG: Lurge and Small Mi[ssille Impact Resistant
LABELING: Each unit shal I bear a permanent label wifli the manufacturefs name or logo, city, state,
modellseries, and following statement: "Miami -Dade County -Product Control Approved", unless otherwise
noted krein.
R=WAI, ofthis NOA shall bo considered after a rencwal application has been filed and there has been
no change in the applicable building code negatively affiecting the performance ofthis product.
TERNMATION ofthis INOA will occur after the expiration date or ifthere has been a revision or change
in the materials, use, andlor manufacture ofthe product or process. Misuse of this NOA as an endorsement
of any product for sales. advertising or any other purposesshall automaticAlly terminate this NOA. Failure
to coinply with any secItion ofthis NOA shall he rmusc for termination and rmoyal of NOA.
ADVERTYSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portiort or the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy ofthis entire NOA shall be provided to the user by die manufacturer or its
distributors mid shall be available for inspicction at the job site at the request of the Buildhig Official,
NOA revises NOA # 08-0820.14 and consists of this page I and evidence pages 8- 1 and E-2, as wel I
as approval document mentioned above.
The Submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 11-1013.19
Expiration Date: Jsnuuy 68, 2014
Approv411 Do to., Detem b er 08, 2011
Page I
.i(X)ljCr "V13111)
..; mmoyhawlib dn
,q4 mAf
r
0 USTIA10'
."L'40RON. N
1---1--
101qA%- C--"'
A, L MILV�R, RE.
FILREIS$705
00
Cl)
Cn
NOTES
"FAT* THACK I YPE
SHOWN BELOW
NOTES:
IMPACT IRFSIF�TANT GiAZING OPTICN-, IMPACT
13 CA HORIZ ANGLE
13 CA ROLLER SIL[JE ATTACHFC TO
BRACKFT NTH 5/16-IB FIOLT & NUT
RESISTANT G-LA71tr, SY�ITEV MAY 017 INSTALLED
N %)p O�4 INITmiMLOIAfE SIECIION (WITH VIR
IN C047CR SLUT AND 1/4-204/16
WIIHUUf DECORATIVE 4NSERTS). GLALINC SHALL
GE 1/4' POLYCARBONATE MAXIMUM GLAZING
13 :;A FLAC ANrLE
-RACK DOLT &. 1/4-?Q HEX NUIT
'HROUfil( ANY TWO ALIGNING HOLES
DIMENSIONS SHALL BE 2 11" � 18,53' CJTOUT,
',I CA QQMIAIEROIAL 'A' FRAME
FA',TfNLJ WIh4 #8 X 1" 5MS: 3X ALONG THE
HORIZONTAL AND 2X ALONG THE VERTICAL.
16 CA VIN HORI7
TOP FIRACKET ATTACHED WITH
SEE
VLrAR. A ON SHEE:1 2 FOR A55EMBLY ULIAILS
TRACK
1/4 14X7/8" SEL�
LLING CRIMPFIIE SCHM
L�. NUN-IMPALT REI�,TANT GLAZING OPITION -
D9U, M!�IMUM SSIJ GLAIING IN MOLDED Ff�AMLS
LAG SCREW (MIN 4
SORE WE, rOUrHER W17H A MINIMUM OF (10)
AS SHOWN)
tie.0' SCREWI !N�,TALLEO N TOP OR
(4) '/4-2Ox1)/16` ARG�
ADD '") 1/4_14�7/8"
INTERMEDIATE St(,T):TJ ('010H �A AIHOLT
HEAD TRACK BOLTS OF,
SELF ORILLJNr cpimrITTE SCREWS
(NSDE OF EACH END HINGE)
115 CA END 'STILE
DECORATIVE hSER_r:;) MEETS JNIFORM STATIC
1/4-20 STUDS WiTH
WINDZESS1,RES SHOWN ON TIIS DRAWING.
1/4-20 HFX Nt-T-,
C,[-A/N(: SHALL HAVE A MAXIMJW HEIGHT OF
15 CA MIN VERT --
2" NYI ON WINDLOAO ROLLER
10,69" AND A MAX,Mt.W I FNTH OP 16.94".
TF
RACK
WITH 4-1/2" STEM
GLAZING IS NOT !MPAC.7 Rr�VTANT AND DOES
N01 MEZ THE RECUIREMENTS FOR WNO-HORNL
DEBRIS RFF(IN)N�1,
1/4 - 20.lj/*6" 1KA1JK
FIC-T AND 114-2j IIEX
.5. MNYt C* W00t) )�)OR SIOP NAILFD A
NUT At EACH JU-JS
MAXIMUM OF 6'* O.0 MUST OVERLAP TOD AND
JAMB RRACXE7 LOCATION
UUTH LNOS Of PANL-S MINIMUM 7/16" TO MU
14 GA WIDE BODY END
NEGATII�E PRESSUIRFS
5/16xl-5/5" LAC
HINCE ATTACHED NTH
4. KEY LOCK SLI10F 10'�K, OR C�PFRATOR
SCREW AT EACH
(4) 1/4-14x5/8" SELF
RFOL)f RFD.
JAMB 13RACKET
TAprING SCRIEWs-
5 LOUVER OPTION - .04C�" MINIMUM L(X;VERS IN
M(;�DLJ IHAMtS SOKLWt.) iO�;ETHER WITH A
tAINIMUV OF (IC,) #t,I" SCREWS INSTAL I ED IN
I E 01 ION ISECIRIN, I JLV�RS ARF NOT IMPACI
RHIASIAN I AND 00 NO� M�E,f THE
15 CA SIIFI`FNFO-
rO,? WND-00^L JLUNIS
JAMB BRA' KETS
le CA NIARRQW UOUY
rcGIONS
SEE SCHELDULE FOR
INTCRMEDIA-FE HINnE
6. SC01101, �jILLL K) 1AVL A MINIMUM 25 CA
QJANI:Y, LOC
AND Y�E
ATIAIJILL) W1111 (4)
1/4- ' 4.5/5"ZILF
_i4g
TH�CKNCS' ,
TAPPNG Sr
I 'A
4
IHE DESIGN OF THE SUPPORT1NC SIRUCTURAL
FI-FMFNTS SHALL BE T14F RESPONSIBILITY OF THF
KFY OCK OR K)F
I �OCK ON[ END (NoT
PRO+1,1.3�iIUNAL QF HELORD FOR THE 9UILOINC O-�
�EUJIRG) W-111
�A CA BOTTOM BRACKILT
STRUCTURE ANI) IN A,,COROANCL W11H CURRENT
(XIERAFUR -- SEE
ATTACHED MITI (2)
LILALOING GOOFS 0" �IIF ;,)A-)S LISILD ON IHIS
NOTE 4), SLJOL LUCK
1/4 '4.7/8* SELF DRILLING
rRAWNG
SHOWN FOR CLARITY
CRIMPTITE SCREWS AND (1)
B. DOOR JAME IU HE MINIMUM 2Y6 STRILICT-JIRAL
1/4-14xt/8' SELF DRILLING
1 TAMPER RE'SISTANT S-_r?rW------_
GRADE LUMBER. r?L1EH 10 JAMB CONNFf.TI4)N
. i®r,7�
SUPPt_FMFNT FOR ATIAt;HMENT TO SUPPORTINC.
NOTE- (4) VCTION S0111)
TURE
DOOR SHOWN. SEE SHEET
2 FOR U-BAR LOCAIIONS
Aln . III.
9 FOR LOW HEAD ROOM LIFT CONDITIONS, TOP
ON DOORS WTH OTHFR
RRACKIFT SHALL BE A 13 A LHR //4 rap
SECTION OLIANVPES AND
BRACKFT WITH A VINN-IM 0� (3� 1/4-14XI/8"
SEE NOTES I AND 2 THIS
B
DRhLINr CRIMPTITE SCREWS IN LIEU OF 7).,F
SHEET FOR OLAONG
r;iFt�
RACKET SHOINN ON T�,IS UI�AWINQ. U-EIAR ON
OP'ION' ,
11-P S CTION SHAII 4r INSTALIFO ON 1OP O�
1HR I (WACKF I,.
10 IN I IFI! * IHV ';H(:,H I PANEL EMBOSSMENT
JAMB BRACKET
SCHED
SH(.,ft, LONG FANNE_ FM6CSSVEhT. V`12 PAN417�
NO. OF JAMB
LOCATION 0
EMbOSSEMENT OP NI,' EMBOSSMENT MAY BE
DOOq NO
!)P
BRACK ETS
BRACKETS M
HEICHT SECTIONS
I
'EACH JAMS)
UF TRACK
FAT-7
7- ',JB-JS). TO- (Jtl-US). 21-5/4' (J3-US), 29-3/4 �JB-US
I
14 CA M IN
HEADPLATEL
Z_ �F CA HnRI?1,)NTAL
TRACK
LAC
SCREW
I b GA MIN
AT EACH
TRANSITION ELIAPSF
JAMB
16 CA MIN VERT
311ACA
,2 CA JAMS
(2
R R ACKF.T$
SCHEDULE FOR
011ANTITY
LOCATION AND
TYPE
TYPF
. ..........
8 7
4
9
AMON$
? I*N -Am 0II/CZ/It ONOPI 'J s, -F 19row 9L/1 V NO (13SOL W 4�1
In IOWWW -INON Gio T XXX
�*o -0 'A
IL PER F,`
NOW10', ED T W COO-/4". oou*
JO JJNn
W =Q*o 1,,I -_ . 1' T X" 2M., /000, � ON, 01
30IM x*4 '6SM
�6 SZ' 4 :SWOMAN Lrz,
QIAyl �,�o *
IM02t 'OLI S31N3S I"N TXXIIA I
14SNIA ��Nw_ ____
Noitnuj" aboa (wAtE_,vko jo iRENDo tapam =33ds 3HI InDRIIA ISO.Wnd �W SOJ U 3Sn 01 MUnNORIN HO 3SNVI V SW 2i"3dO 01 03ON3W SI WaWWOM W 911!�YHU SHL .40 AW
JO 3blulova CN Now UY11,10" .40 JMSNQO KMW Wflid 301 1rMA aNOAMV 01 OM-MIG bU H�NNM AW N11 111103 4 ION AVVI '1111d N HO 3100 N1 "DW041WNI ONY
ONVIAV40 SM _53wywim, ggn4 SIJ ON* t4lywamo Woo W JO AU3Md MS2MLW N4PQq1JN03 IHI AN N04:111 03NWIWO WIV"WJNI 11310 IN S-imAkwo :1111
siNLN Neuxwswo M1 am* 4 NoilvaA3t,,
OOR
D
801 Aft aiavow rGs sWN I ow NNQI
L6zqot 3i X1
ELM 3d 13
009L Xi 'FITASK31
ooz 3iins izt AmH kvis q Logr
r
:Id 'OiOlmVS v )4ajvr4
A dAl .3-11s 17V IV
SM380S al.UdAW ON1111W
313S W
J-Lum save-n Hovjiv
ALVNOaMV:YA_I0d
,V/1
C
LE
F CE14TERUNE OF jAM9
EASURED FROM BOTTOM
(ALL DIMENSIONS ± 2-)
), 39- (�0-97_49- (JE-US), 57-1/4- TJU-US)
_N G: H - C,
!)41/4" (STO). 6 (STO'
FAT�7
2" IJU_tA�). 10* (Jd=u�). ;.!--'/4- (JB-US1, ?9-3/4 e 52-1/'i" (ai-LS). fjI-1/4* NIJ-Us)
,JL
NOR-6
5* (STD). ?2" (570). 55 3/4' (STD). 54-3/4" (STD,. 67" (STD), 73" (Sm)
7'-- 6'.
FA--b-
2. 'J8.-uSI, 10- is US�. 18- 4' 41-T'. 26-30L JSA 3763- 5 -1/4" 08-US). 74-1/2' ,Ja-us
NOR- 7
W-USiLA06-US1.
)J, 6�_ 5
-its tie-US2, Z1-.1ZZ LM
NGR-7_k�SID
n- I$TD�_,55_.1/4- (S�Bt, n LSTV�
NOt SEILOW - __ ,
7i
....... .. ............ .. I - ... I —
S f A I R, P� J. RA I INOi APPROVr -D lzc�,
--------------------- -
MAY, WV)PH:
MAX liC16IT: 14'
RATCL): MP�X �;E",. 14- )N H E K T-, 2 1
B
OR AND Nl-.R) FrAI-OWNG UIVEN�JCIN OLINUILS 5LOTTEE) JAMB BRACKET ATTACHED 10 [RACK NTH 114-20.9116' TRACK SOLT AND NUT AS SHOW ABO%?E
MARK A. SAWICKI, PE
ALL DOORS GREATER "'HAN 8' IN HETCHT RFOIARE USE OF CONTINUOUS WALL ANCLE SEE SUPPLEMENT TRACK CHARI FOR DETALS. 2501 51. STATE HWY 121, SUITE 200
LEWISVILLE, TX 75067
FIL PE 7261,1
TX PE 106291
I PROFESSOA EN0NEER'S A
SERES 11170-177, 18n 187 SM PROVIDED ONLY FOR U
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
DOOR
WOTH
DOOR
FEICHT
UNIFORN LOAD EACH JAMS (PLF)
,.-n.
ALL
W-O,
I IMFICOCIN OF MNID LM CONSTRUCTION MTAII
TIC DRAIIIINIO� AND ALL OT!IER INFOR"TION COWrA44ED HOWN ARE THE CONFIDID111101L " PA"CARY PROPERTY OF OVEMIEW WOR CORPOR00 A14D M AFFILIATED COMPANAM NIS. DOWING
AND INFORMATION, IN WHOLE OR IN PART, MAY NOT BE COMM IN ANY 0)".R OR OMLOSED TO MYORE WITMT THE FRIOR WRITTEN CONSENT Or OW*M DOOR CO"ORATION. NO OISOLOSAE OF
AW OF THIS MMNG OR WORA70 IS WDM 70 OPERAlt AS A LICERSt OR AUTHORIZATION TO USE IT rOR ANY PU%VSE WITHOIDT IRE SITEM VAMA C049W OF MkIM WO 06*MTION.
..... .....................
.1.9m I FINISH
rAYLOR 10/15/101
WMItul lu*14111 5 110. 18OWL
25 V G. 9' VAX 0 1,
.25, TO 1.006/ DO3 �v WDE
aylk�41 aVER .500 .00V_ A I UNIT or W. IQ,
OOJ ,E SAVACXI /25/10
D-411043
W.Y C 31A
REF llifr� USED 01. F. TJONG IwAr. PJ T 7; �w I w 2 1 me .8
4 SNOISIA3H
,,1 41 0 MINDS
<1 J"V
11 — 2
sbvb�n is)i Do vo oz x (s)
HLIM SdOOG N0110S W
LNMOHS SY 031V�101
S6V6__rI ISS 09 V0 OZ .9 U)
H1101k S600a NOLL03S (9)
e<
WOH5 SV OaLIVD01
8vR-n r,)4 ov v!�, oz: c (s)
—Rum SNOOD MD11135 (q)
L 9%OHS SV 031V301
I'm OQ V1 Oz V, (a)
14111A S8000 1,101038 (L)
WOHS Sy 031VD01
shys-I IS)l ON VO 04 .5: (01)
�_HLLVA 50OLYJ WJI1D3S M
90FFfflrN8:7T
__F_
W*
v
IP
3
U
SA f'-'
IV
A- SAtk
2 3
The Genuine.The Original. C, E n
4
7?6113
00
Nwk ;2�6 3
6, All a,
Overhoad Door Corporation W ft
J Z
S:.,� H.y.;I, Su,te 200 =-D-. 1 /14,1 -�P* STAfE OF
I.- TX 75567 P
0
%
rh�t,e 4 9 �497 I00 STATE OF 4 0
P.- 4e� 4977R�
oz, 0
JarnbAftechmen MIA
N 201 and -203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
Method of securing the door to the mounting surface is cletalle Narcocissee, Rd. Orlando. F1 3282-2.
d In th Supplement, P/N
11.1"rZ 111
November 131h 2012 4112411. 3, Test reports 85W.02-801-18, 85948.04-801-18, and 85948.06-801-18 tested in accordance with ASTM
Z SCOPE OF EVALUATION tillillest . E 1886, ASTM E 1996 and ASTM E330 by ATI.
Structural Transverse Wind Loads and Largp Missile Impact and Cyclic Wind Pressure Resistance. Since every 6. INSTALLATION 4. Installation instructions and suotarmental data sheets prepared by Overhead Door Corporation.
door size cannot be tested, engineering analysis using a comparative analysis, as permitted per the Florida All drawings listed in this report are to be installed in accordance with ft most recent manufacturer's published 9. CODE REFERENCES
Product approval 9N-3, were used to analyze the doors and make the wind load designs. installation instructions/drawings and this report. Florida Building Code 2010 Edition and/or Standards
Subject: Evaluation Report for Models 170-177, 180-187 The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these Section 1609 Wind Loads
3. U$ES instructions/drawings shall be available at all times on the job site during Installation. Section 1715.5.3 TAS 202
The series number garage doors listed in Table I are used for residential and commercial applications with For information about the mounting of the door to the building structure surface, please reference drawing Section 1715.5.3.1 ANSI/DASMA 108
To Whom It May Concern: specified allowable design pressures. 411060. ANSI/DASMA 115
SUBMITTED BY: 4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS TAS 201,203
Overhead Door Corporation General Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010 10. REPORT SUMMARY
The series number garage doors fisted In Table 1 are sectional overhead garage doors and are constructed of Florida Building Code and shall not exceed the allowable transverse wind loads shown in the following t
2501 S. State Hwy 121, Suite 200 �ables: Upon review of the data submitted by Overhead Door Corporation, It is my opinion that the models as described
Lewisville, TX 75067 galvanized steel sec6ons with a two coat polyester finish. The doors are two-inch thick raised panel or flush, Table 2: Models 170/180 Allowable Transverse Wind Loads and Impact Rating In this report conform with or are a suitable alternative to the code standards and sections in the Florida Building
with tongue and groove sections. See table 2 for door designs and corresponding panel thicknesses. Tho Code 2010 edition listed in section 9 of this report.
1. PRODUCT NAME panels are 24 and 25 gage ASTIM A653-OO galvanized FS Type 9 steel, and finished with an ASTM A525 made For Series Number Shown in Table 1
up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end 11. LIMITATIONS
Reference Table 1 for product names emaL nm on c, a &11 11— HI � A �# ; W; 1 4
Section Type
Exterior
Steel
Thickness
Panel Design
Series
Number
ShortPanel
170
el
25 Ga
172
V5
Pan
.175
F_
Short Panel
1/3
Long Panel
174
24 Ga
V5
176
V12
177
25 Ga I
Short Panel, 1-5/8" Insul
Long.Panel, 1-5/8" Insul
180
181
V12, 1-5/8" Insul
182
Insulated
_T:s7m_�
V5,1-5/8" Insul
18S
183
Panel,i-5/8" Insul
24 Ga
LongPanel, 1-5/8" Insul
184
V5 1_�/8"_I.n.sul
186
1.87
V1 , 1_�
/8" Insul
Door Tracks
All door assemblies listed In this report have both vertical and horizontal tracks ranging from a minimum 16 Me
to minimum 15 gage, 33 ksl steel and finished with an ASTM A525 0-40 galvanized coating. The vertical tracks
are attached to the supporting structure with jamb brackets as specified on the most recent manufacturer's
installation instructions/drawings.
Gla_z&d Seplions
The drawings listed in Table 2 of this report with glazed openings that meet, the requirements for impact
resistance have glazing that is made of 'Wpollycarbonate constructed per drawing 410776 or an equivalent
product approved for use in Florida, and can bo installed in the top or intermediate sections of the garage door.
These assemblies are available for use with the glazing option in wind-bome debris regions and are indicated so
In Table 2.7be maxim urn glazing dimensions shall be 18.66" x 1.2.26.'
The drawings that are not indicated for use in wind-borne. debris region& With the glazing option are available
with a minimum of 0,090-inch thick standard SSB glass Windows that are installed in frames and lnserled�lh the
top or intermediate section of the door, The glazing is not impact resistant and does not mW the requirements
for windborne debris regions. Refer to the most recent manufacturer's installation instructions/drawings for glass
size: limitations.
Wind Load Bracing
I
All drawings listed In Table 2 of this port are braced on the insideof the doors with three inch horizontal
ny , eience it I, s epon to tive manulacturers most recent imormation is a direct rulerence to the most
recent information submitted by Overhead Door Corporation to the Florida Building Commission as part of their
Florida Product Approval application for the drawings listed in Table 2 of this report.
This evaluation report and the most recent 1 ristallation instructions, when required by the building official, shall
be submitted at the time of permit application.
The design of the supporting structural elements shall be [tie responsibility of the design professional for the
building structure and in accordance with current building codes for the leads listed in Table 2 of this report.
The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in
Table 2 of this report.
The garage door assemblies listed in Table 2 of this report are not approved for use in the "High Velocity
Hurricane Zone" as defined in the Florida Building Code.
12. IDENITIFICATION
Each Model series covered by this report shall be labeled with the manufacturer's name andior trademark for
field identification.
Ploase feel free to contact me if you need any additional information.
%01114111110" 40
* A - SA PV,
.......... Z
N V. .1 celft
Note 1: The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact 06
STATE or :ZZ spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTIM A653-00 steel with a minimum yield Sincerely, N
�� 2
0 resistance, and therefore may be used with optional glazing in the wind bome debris region. N
0 A% h of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating, The gage and
strengt
0 R.t quantity of U-bar braces varies depending on the amount of vAndload resistance required and the height of the 10 t
.... .. door. 8. SUBSTANTIATING DATA S
I � Test Report Numbers ETC-06-976-18504.0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108. STATE OF
IWO. 0
silill%0% In addition to three -winch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report aria 4
krO^&A %AA+jA L-4i—I 4� L� — ^4 (1 `1.�K ;�H, +k11-11 arla,3�,rim 1. : -11— -rk- 4 * - 2002 for transverse wind load and ANSI/DASMA 115-2005 for larae missile imDact resistance bv ETC AA-.& A 0—A-L;
Windload
Specification
Oetion Code
Maxim.um Size
Positive
Design
PSF
Negative
Design
PSF
Reinforcement
Qlaming
Available
(Yes/No)
Door Impact
Resistant
(Yo"o)
Width
Height
41 - I * 039
411
91-01.
14'-0"
15.90
18.20
3% 20 gage U-bars
Yes
Yes
No
No
91-0"
14'-0"
22.90
26.30
3", 20 gage U-bars
411041
91-01,
14'-0"
26.90
30.80
3", 20 gage U-bars
Yes
No
411042
91-0.
14*-0'
35.70
41.00
3", 20 gage U-bars
Yes
No
411043t'i
9-_01.
14'-0"
46.00
52.00
3", 20 gage U-bars
Yes
Yes
411044
16'-0'
14'-0'
12.40
13.80
3", 20 gage U-bars
Yes
No
411045
16-0-
14'-0-
15.30
17.00
3", 20 gage U-bars
Yes
No
411046
164'
14'-0'
23.00
25.00
3", 20gage U-bars
Yes I
No
4110471"
16-0"
14'-0"
30.00
33.50
3", 18 gage U-bars
3", 18 gage U-barts
Yes
Yes
Yes
Yes
41104"
161-01,
14'-0'
34.40 1
38.30
411047
16'-0"
14'-0"
46.00
52-00
3", 1 8 gage U�bars
Yes
Yes
411050
W-O"
14'-0"
12.40
13.80
T, 20 gage U-bars
Yes
No
4 t 1051
18'-0"
14'-0"
18.50
20.70
3", 18 gage U-bars
Yes
No
41105211)
18'-0'
T47 0'.
34.40
38.30
3", 18 gage U-bars
Yes
Yes
411053(11
18%6"
8`-0" 1
34.40
38.30
3", 20 gage U-bars + (1) Alurniniurn Post 1
Yes
Yes
41105,01
18'-0*
8'-0" 1
46,00 _I
52�00 1
3", 20 gage U-bars + (1) Aluminium Post I
Yes
Yes
00
CO
Vn.
5200 VV. (.'.F
Smooth Wood Grain White Wood Grain
Rustic Mahogany
Series N Fiberglass Door
INSWING / 0UTSWiNG
IMPAC
-011s pwaix� hos "�en i_.ii"JaTed and i� �uiklirql Uxk- IFAC� .14
r:xX3�,��..11�fl""� ilx;" luirv. i4o Ht;;dcvm�, 7v,g�'(HVHZ).
�M4, �>Ox iiiifxi om-; to
01"A
wt v::) urs,� r(, 7 ov NO 0 f t h-, tw,: j,"I iin. g �vA it! 0"m ie r"m f e� k:,l rk i C 4', 1.
�,in Pkprvdv zm-x?t�.
!evel'ly' illlclvj% 'YAld Zfx*,� 2, -M ih AY hi E !PS al", 1,ec�orl I 1 .2, 1h.0 H).
tria-'O un.q I �,iil 0 :-,1 1-� i I e 1�
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IN'W", r. o
1�, r In'�UIvifl1�0 Ok� �KUl ��v
i,�
oi �:Of, A�
o"rovr�f::%,C.rl�:� �o 'm �'s e1",ffki:,
... . .. ...... ......... . ............................ . .. . . ........................... . . .... . ....................
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