HomeMy WebLinkAboutConstruction PlansFBC. APPROVED PRODUCTS LIST .
MAXIMUM
TABLE I
- RAFTERFRAME, END POST; GROUND ANCHOR AND'PANEL FASTENER SPACING SPECIFICATIONS
WIND SPEED
AVERAGE FASTENER SPACING :
QA
ON -CENTERS ALONG RAFTERS FOR
PARTIALLY'
APPROVAL,
EXPIRATION
MAXIMuM
LINS, AND POSTS OR GIRTS
PRODUCT CATEGORY-
SUB CATEGORY
MANUFACTURER
NO.B DATE.
DATE
OPEN
ENCLOSED
ENCLOSED
WIND
ULTIMATE
NOMINAL
POST / RAFTER
RISK
CATEGQRY
.EXPOSURE
CATEGORY
WIND -SPEED
(MPH) -
WIND SPEED
(MPH)
SPACING
(FEET)
INTERIOR
POSTS/RAFTER$
END
POSTS/RAFTERS.
SaTRU.CTURAL COMPONENTS
y�ROOF'DECI<'
�,- •
CAROLINACARPORTS, INCL6596.1-R5
_
04/0572
180
180
®
-
80
26.Gauge AG Pane,
-
�1 Oy
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLING CARPORTS, INC:. FL6702.1 R5 • 03/14/27 8 80 1` C
_26_Gauge-AG:Pane}' 10710/17
110 TO 150 . - 9 T_ O 116 5:0 6, 6
151 TO 180: 117. TO 139 - 4.0 l 6
STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622A -. 09/01J20 N/A N/A N/A NOTES: 1:Specification6 applicable to 26 gauge: metal roof and. wall panels fastened directly to 12 or .14 gauge steeftube.framing,'or 18
1 US Flood Vent 05/15/19
gauge hat channel roof purlins
2. Specifications applicable only -fair mean roof he of 20 feet or.iess, and roof slopes of 7° to 27 (1.5:12..to 6:12 pitch). Spacing.
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17496.3-R1 09/14/20. N/A 139 138 requirements for other roof heights and/or slopes may vary.
Series 402-14 01/29/18
q g p y. ry• ..-
. GROUND ANCHOR SCHEDULE
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 O9/14%20 N/A 165 147
:ULTIMATE WIND SPEED'(mph) METALSeries 407.. 01/29/18
CARPORT INSTALLATION PLANS
110 . 120 130 - 140 ' 160. 160 ' 170 . '180
AND DETAILS AND FRAMING AND
EXTERIOR DOORS ROLL>UP ASTA INDUSTRIES INC... FL'8888.1-R5 12/31/20 N/A 180 174 .
Model 20.3 (12'.Max Width) 10/07/17 12
- FASTENER SPECIFICATIONS .
EXTERIOR DOORS ROLL -UP, CAROLINA CARPORTS, INC. FL16806.1-R4 11/11/20 N/A 158 138' FOR CONSTRUCTION IN THE STATE OF FLORIDA :
1A 30 Anchor,
Steel. Roll Up Sheet Door:(12' Max. Width) 06/'18/19 16' -Detail 1D :
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 10%17/23 N/A 175 157 . _ 18
Model 185 SH 03/27/19 2 48" Anchor
PREPARED FOR'
� CAI"20L1NA CARPORTS, INC:
11/11/20 Detail C.
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC., FL16806.2-R4 N/A" - 180 180 22 DOBSON, NORTH-CAROLINA 27017..
St Roll -Up Sheet
Steel Rol Door -.8' Wide 06118/19
-
0 24
11/11/20 J PREPARED BY.
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS,: INC.,. FL16806.4-R4 N/A. 18.0 172 :2Ij BECHTOL ENGINEERING AND TESTING,- INC.
Steel -Roll -Up Sheet Door -10'. Wide: 06/18/19
6
28 60" Anchor
05 WEST'NEW PORK AVENUE
EXTERIOR DOORS ROLL-UP-CAROLINACARPORTS,.INC.. FL16606.3-R4. . 1 N/A 155 133 Detaila13
Steel Roll -Up Sheet Door. -16' Wide 06/18/19 .
11 /1 %20
30:
DETAILS 1 G AND 1 D SHOWN ON SHEET 4 OF 6 . .
Certificate of Authorization No. 00005492.
NOTES: ,
1. DOORS AND, WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS,. PROVIDED THE FOLLOWING CONDITIONS ARE MET_ Z
A. PRODUCT. SHALL HAVE A VALID FBC PRODUCT APPROVAL. Z
B..COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS:
2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAYBE RAISED OR.LOWERED AS NECESSARY TO ACCOMODATE REVIEWED FOR
SUBSTITUTED PRODUCT.
CODE COMPLIAN
G.ENERAL,NO�TES• (� E COUN
1 THESE PLANS !?ERT IN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM,' COMPONENTS AND CLADDING; AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO THIS IS TO CERTIFY THAT TATAIN N�:
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
SPECIFICATIONS HEREIN HAVE BEEN.PREPAR��1��1
UNDERSIGNED'PROFESSIONALENGINEER,AN E�F..€��}},,jj�L//VV
THESE STRUCTUR STARE DESIGNED AS.NOWHABITABLE UTILITY/STORA:GE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS
2, _ � .. ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 QF
NOT'SPECIFICALL:ADD.RESSED HEREIN; INCLUDING DOORS,; WINDOWS; OR.OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, THE FLORIDA BUILDING CODE, SIXTH EDITION 201 .THE PLANS.
INCH WHICH T ADDITIONAL LOADS:ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING; INC'., SHALL 140T.BE RESPONSIBLEF.OR STRUCTURAL DAMAGE OR FAILURE DUE TO THE OF APPL'ICATION'O ADDITIONAL' LOAD& CODE.
UNTIL -THE NEXT REVISION THE FLORIDA BUILDING
3, .ALL STEEL TUBIN SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4, AL•L;COMPONENT AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND'SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC).AT THE
LOCA_T_T9lLOF�Tr}I BUILDING WITHIN THE STATE OF FLORIDA.
%. ALL FIELDEFRAMING�NNECTIONS SHALL BE-#12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONT.ROL SEAL WAS ALL SHOP FRAMING. CONNECTIONS SHALL BE WELDED.
6• CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED. WITH 6X6-W1 AXW1 .4
WELDED WIRE FABRIC COMPLYING WITH ASTM'A 185; OR WITH SYNTHETICTIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
7, ABASE RAIL.GROUND�APIC .. +REQUIREMENTS• ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE -RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING
AND/OR CO_ NCRETf` SLAB CONSTRUCTION. SE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
8., CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
g. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) -RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH
EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES.
JZ :V4-s+TH 2"x T INPPPLES
12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF
OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6'.
BECH O � �I11 14f iN • S`fm, INC.
Boy WE�i T 40PX AVENUE • i
DELAriID; FIDA.33��72
C.Ndi�te of ftliorlFWo3lI�8
P.
FIB NE.o. E OF
rA
NAL'\ .
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
r®a wre 01/20/20
v
BECHTOL ENGINEERING mkb NTS
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BOW FRAME. RAFTER OPEN CARPORT - HORIZONTAL. ROOF
•
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
BOW FRAME .RAFTER :UTILITY BUILDING - HORIZONTAL. ROOF
FLOOD VENT (As applicable) . ' : ROLL -UP DOOR -.SWINGING DOOR
(As applicable).' (As applicable)
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As:applicable)
ENCLOSED
TYPICAL SIDE ELEVATION TYPICAL END: ELEVATION;
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION -.". _
TYPICAL.SIDE-ELEVATION.TYPICAL,END ELEVATION
NOT TO SCALE . NOT TO SCALE
NOT TO SCALE' NOT TO SCALE
NOT TO SCALE . NOT TO SCALE .
BOX.EAVE_FRAME RAFTER ENCLOSED BLDG . HORIZONTAL ROOF
BOX EAVE FRAME RAFTER UTILITY .BLDG,- HORIZONTAL ROOF
�BQX AVE RAMS RAETER_OPEN ARPO$T HO$IZONTAL RDOF
FLOOD -VENT (As applicable) ROLL -UP DOOR- SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR..
(As applicable) (As applicable)
_ (As;applicable)' (As applicable)
--- —
ENCLOSED LENGTH VARIES ri
TYPICAL SIDE:ELEVATION. TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION ... TYPICAL END ELEVATION ,..
TYPICAL SIDE ELEVATION TYPICAL END -ELEVATION
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE.
NOT TO SCALE NOT TO SCALE'
BOX EAVE .FRAME RAFTER OPEN CARPORT - VERTICAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG: - VERTICAL ROOF
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF -
FLOOD VENT (Ai applicable). ROLL -UP DOOR SWINGING DOOR
ROLL UP DOOR SWINGING DOOR
(As applicable) (As applicable)
(As applicable)' (As applicable)
'
ENCLOSED LENGTH VARIES - ''
TYPICAL SIDE' ELEVATION . TYPICAL END ELEVATION
TYPICAL -SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT.TO:SCALE
BECHTO Li1N�m�1ND �j fH�IG, INC.
605 �VbS AVENUE "' ••, V` i
DELANNDD,, FLOI�IUA =120.
Certifi�te of ®lo: ^•
Flo Ntb.E.. ATE OF ;°�..`
i ORI,
CAROL�It; I '� TS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
TYPICAL BOW RAFTER GABLE END ELEVATION
NOT TO SCALE
TYPICAL
BOX EAVE RAFTER GABLE END ELEVATION,)
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
BECHTOL ENGINEERING
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01/20/20
NOT TO SCALE
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SHEET 2 OF 6
f
26 GA. GALVANIZED METAL ROOF PANELS .
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12
2 Q3
4'
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
_ (2) #12-14 x 3/4" SOPS AT
w
EACH END (4 PER BRACE)
u 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
a >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER 1
,O AS SHOWN ON THIS SHEET 4
TYPICAL
INTERIOR RAFTER/POST. FRAME SECTION - BOW FRAME
NOT TO SCALE
LENGTH VARIES DEPENDING ON
SEE
TABLE 1 OPENING FOR SWINGING
SHEET DOOR WITH NONSTRUCTURAL
1.OF 6 1 HEADER
_ 12' MAX. OPENING .
FOR ROLL-URDOOR
-WITH STRUCTURAL ' - -
HEADER
10" (TYPICAL)
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER -MANUFACTURER'S
INSTALLATION INSTRUCTIONS
2 12
4, Q3
24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH .
9 (2) #12-14 x 3/4''SDF'S AT
EACH END (4 PER BRACE)
w
'v 24'MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
AS.SHOWN ON THIS SHEET
NOT TO SCALE
LENGTH VARIES. DEPENDING ON
NONSTRUCTURAL HEADER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WINDOW RAIL
(Also appllCable to End Walls)
NOT TO SCALE
FULL 6" WELD
BOTH SIDES
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
OPTIONAL 24'-9" TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
1-1/2' 18 GAUGE FURRING
CHANNEL (PURLIN)
.2
4 .
F 24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
W (2) #12-14 x 314." SDF's AT
= EACH END (4 PER BRACE)
w
- -� 24` MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>N' TO 30' RAFTER SPAN REQUIRES ATRUSSED RAFTER - .1
O _ AS SHOWN -ON THIS SHEET 4
U)
TYPICALINTERIOR
RAFTER/POST FRAME SECTION = VERTICAL ROOF
NOT TO SCALE .
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH. RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48".O.C.
3.
4
SEE
.TABLET'
SHEET
1 OF 6
.1ENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
POST/RAFTER FRAMING PLAN -.VERTICAL ROOF
NOT TO SCALE
SEE
TABLE 1
TYPICAL
END WALL.OPENINGS POST/RAFTER FRAMING PLAN;
NOT TO SCALE . -
SEE MAXIMUM
TABLE 1 4' O.C. FOR
SHEET VERTICAL o
1.OF 6 PANEL
a
\ M?JCALBOXEAVEaR6ECEB._GARLE: NDLERAMING PLAN
NOT TO SCALE
13
5.
7FASTENED
NEL BRACE 2
FTER WITH 4
LF=DRILLING
END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION
TYPICAL LEAN-TO, OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER);
24' 16 GA U-CHANNEL BRACE (5' TO T POST) BECHTQd; ONE I�iND TESTING
48" 16 GAL -CHANNEL BRACE (8' TO 14' POST) 605
BRACE ANGLE SHALL BE MIN. 30" DE
TO MAX. 45" FROM HORIZONTALce
FULL 6" WELD
BOTH SIDES
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE
FREESTANDING
LEAN-TO FRAMING PLAN
NOT TO. SCALE
INSTALL 112" x. MINIMUM 5' TAPCON REDHEAD LOT
ANCHOR OR .1/2' x MINIMUM 571/2".EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
WALL POST ALONG END WALL SECTIONS
4'MINIMUM. .2" MINIMUM
,MINIMUM 2-1/2" EMBEDMENT
• ,AIL_-�I
MONOLITHIC CONC. FOOTING(2506 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS .
CONCRETE. BASE RAIL ANCHORAGE
1 A Not -To Scale -
DRILL 5/8" HOLE,THROUGH THE
BASE. RAI L AND SECURE -TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT'
.2" WASHERS
TS CONTINUOUS
BASE RAIL
MINIMUM 4" '
(SEE GROUND ANCHOR
SCHEDULE, SHEET 1.OF 6,
FOR REQUIRED -ANCHOR)
CONTINUOUS 4" , .
CONCRETE PAVEMENT
EYE ANCHOR
1 E CONCRETE ,BASE RAIL ANCHORAGE
Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 113)
TS TRUSSED'RAFTER CHJER
.OR NON-STRUCTURAL HE
TS END POST OR DOOR/
WIND0IN.FRAME POST2'x2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
TS BASE/WINDOW RAND RAFTER CHORD/RAIL WITHNON-STRUCTURAL HE(4) #1214 x 3/4"-SDFs, (2) ON.
(12 GA IF ROLL -UP DOORFTOP OR BOTTOM, (2) ON SIDE
NOTE: AT ROLL -UP DOOR.
OPENINGS, POST SHOULD
BE FLUSH WITH RAIL END.
CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER CONN'. DETAIL
4 Not To Scale
INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR OR 1/2' x MINIMUM 5-1/2'. EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
WALL POST ALONG END WALL SECTIONS .
{----MIN. 6"
—MINIMUM 2-1/2" EMBEDMENT
MINIMUM 4"
CONTINUOUS 4" CONCRETE PAVEMENT .
CONCRETE BASE RAIL:ANCHORAGE . .
1 B Not.To Scale (OPTIONAL - OPEN CARPORTS ONLY)
24" 16 GA U-CHANNEL BRACE (5' TO T POST)
48' 16 GA U-CHANNEL BRACE (& TO 14' POST) ..
BRACE ANGLE SHALL BE MIN. 45°
TO MAX. 60°'FROM HORIZONTAL '
NIPPLE TO
RAFTER. .
TS RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4' SDFs
rTS RAFTER POST
BOX -SAVE -RAFTER- MOST-MOST
2A Not To Scale
TS RAFTER POST
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #12-14 x 314" SDF's,
(2) ON TOP, (2) ON SIDE
ITS CONTINUOUS BASE RAIL
5 END POST/BASE RAIL CONN.
Not To Scale
DRILL 5/8' HOLE THROUGH THE 2" WASHERS
BASE, RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS
THROUGH -BOLT BASE RAIL
TOP OF. ASPHALT PAVEMENT
OR STABLE GROUND.SURFACE�
EYE ANCHOR
5/8" ROD 48"LONG
WITH 6' HELIX`
_17-
OR
5/8" ROD 60" LONG (SEE GROUND ANCHOR ..
WITH 7' HELIX, SCHEDULE, SHEET 1 OF 6,
AS APPLICABLE. FOR APPLICABILITY)
BASE RAIL. DEEP: ANCHORAGE
1C' Not To Scale
TS BOW RAFTER
NO SCREWS
REQUIRED
IN BOW BEND
DRILL 5/8" HOLE THROUGH THE 2 WASHERS
BASE RAIL AND SECURE TO
ANCHOR.EYE WITH 1/2" DIAMETER .. TS CONTINUOUS
THROUGH -BOLT BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE\
EYE ANCHOR U (SEE GROUND ANCHOR
5/8' ROD 30" LONG SCHEDULE, SHEET 1 OF 6,
WITH DBL 4' HELIX FOR APPLICABILITY)
BASE RAILANCHOf 'G0.
Dv Not To Scale
X. 4" 16 GA U-CHANNEL BRACE (5' TO T POST)
48" 16 GA U-CHANNEL BRACE (9 TO IN POST) .
9-1/2' BRACE ANGLE. SHALL BE MIN.,45°
TO. MAX. 60' FROM HORIZONTAL: NIPPLE TO\ 3l1671
BASE RAIL. /--L
6"
" 3"
i 3" 6" LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4)'#12-14 x 3/4
TS RAFTER POST.
SELF -DRILLING FASTENERS
BOW. RAFTER/POST DETAIL
2B. Not7oScale .
TS POST
2" x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW "
RAIL/GIRT WITH (4) #12-14 x 3/4" SDFs .
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NON-STRUCTURAL HEADER
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
6" LONG TS .NIPPLE
SECURE POST TO NIPPLE.
WITH (4) 012-14 x 3/4" SDF's
=TS RAFTER POST
—TS CONTINUOUS BASE RAIL
. POST/BASE RAIL CONK='DEZAI .
J Not To Scale -
�11//111111►0
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND .
RAFTER WITH (4) #12-14x 3/4" -
SDF's, (2) ON BOTTOM,
\\(2) ON SIDE
OR
—2"x4" 16 GA PLATE
SECURE TO EACH SIDE OF
TS END POST POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4" SDF's,
(2) ON POST, (2) ON RAFTER
7 END POST/RAFTER CONN. DETAIL .
Not;To Scale '
1-112" x 171/2"'x 2" 16 GA CLIP
ANGLE SECURE TO RAFTER
AND GABLE RAIL WITH (4)
#12-14 x 3/4" SDF's, (2) ON TOP,
1-1/2" x 1-1/2" x2 16 GA (2) ON. BOTTOM
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
r.RAIL WITH.(4) #12-14 x 314° SDF's.
(2) ON TOP, (2) ON SIDE TS GABLE RAIL
TS RAFTER POST
AB.LEJRAIL TO RAET�R PO
` C-QNNECTION-DETA
11 /li Not To Scale
PA
2-1/4" FOR
12 GAFRAMING
2-1/2" FOR
14 GA FRAMING
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SDF'S
AT EACH END (4 PER BRACE) —
8061'15 iSo L'O-N
Not To Scale
NIPPLE TC
DBL. HDR.
6 LONG TS NIPPLE
SECURE EACH WITH
(4) #12-14 x 3/4
SELF -DRILLING FASTENERS
\FTER.POST
NG TS.NIPPLE
IRE WITH (4) #12A4 x 3/4"
DRILLING FASTENERS
2 GA'DOUBLE TS HEADER
GA TS POST 3/16' NIPPLE TO
DBL. HDR.
�3116NIPPLE TO
BASE RAIL
RAFTER POST/BASE
8 RAFTER POST/DBL. HEADER DETAIL RAFTER POST/HEADER DETAIL BASE' RAIL CONNECTION DETAIL
Not To Scale 9 Not To Scale 1 Not To Scale
I11 1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND TS RAFTER POST
GABLE RAIL WITH, (4) #12-14 x 3/4" SDF's, NIPPLE TO- 3/16" 6" LONG TS NIPPLE
TOPAND BOTTOM RAFTER SECURE WITH (4)#12-14 x 3/4"8DFs
2"x4" 16 GA PLATE (ONE REQUIRED)
SECURE.TO EITHER SIDE OF
TS RAFTER 12" LONG TS NIPPLE.
POST/RAFTER CONNECTION
SECURE POST. TO NIPPLE WITH.(4) #12 x 3/4" SDPs
WITH (4) #12-14 x 3/4" SDFs;� (2)_ON POST, (2) ON RAFTER
1-1/2" x 1-1/2" x.2" 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3/4" SDFs,
(2) ON TOP, (2) ON BOTTOM
6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4°
SELF -DRILLING FASTENERS
�12 GA TS POST
BASE RAIL
24" 16 GA U-CHANNEL BRACE.(5 TO T POST)
6- LONG TS NIPPLE 48' 16 GA U-CHANNEL BRACE (& TO 14' POST)
SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN.,45"
TO NIPPLE WITH.(4) #12-14 x 3/4" TO MAX. 60" FROM HORIZONTAL,
SELF -DRILLING. FASTENERS TSRAFTER POST
TS RAFTER POST
SIDE.EXTENSION
GABLE RAIL TO RAFTER POST RAFTER/POST DETAIL
11B CONNECTION. DETAIL
Qj)B 12 Not ToSoale
Not To Scale ..
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 314" SDF
SPACED NOT MORE THAN 48" O.C.
\ 26 GA. METAL ROOF
PANEL
ITS RAFTER I
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
TS LEG POST TS LEG POST .
TS RAILSJT,. POSTS.
TS BASE RAIL -
M
--I r-4"
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 12, SHEET 1 OF 6.
TS LEAN-TO RAFTER
Tx7x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4"
$DF's, (2) ON RAFTER,
(2) ON POST
P-08T / LEAN-TO. RAFTER.CONN. DETAIL.
1 S ' Not To Scale
BW "EI NEERING NG; INC.
6Q�WE�`TNEWYORKAVEN
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SEE..
TABLE 1 OPENING FOR SWINGING DOOR
SHEET WITH NON-STRUCTURAL HEADER
7 1 OF 6 .
5
.4
4
GIRTS
s 4 ��
(Typical), a .4 o . .
6.
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
4 4 NONSTRUCTURAL HEADER 4 A A .4 4.
lo
TYPICAL END. .
WALL OPENINGS POST/RAFTER/GIRT. FRAMING PLAN
NOT TO SCALE
BOX E."E FRAME RAFTER ENCLOSED RLDG - VERTICAL SIDES
ROLL=UP DOOR SWINGING.DOOR
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION.
NOT TO SCALE
1-1/2' 18.GAUGE FURRING CHANNEL FASTENED TO '
EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING
6' FASTENER SPACED_ NOT MORE THAN 48- O.C. -
GIRTS..
(Typical) 1
OPENING FOR SWINGING DOOR
WITH NON-STRUCTURAL HEADER
6
a
SEE
TABLE 1
SHEET
. 1 OF 6.'
..
a
�p
-
U e
o
12' MAX: OPENING FOR
ROLL -UP DOOR WITH
STRUCTURALHEADER..
4 .q
.. .3
3
4
4
4
.3
q
2.7
OPENING FOR WINDOW WITH
NONSTRUCTURAL HEADER
LENGTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL
AND SPACING OF RAFTERS (Also applicable 10 End Walls)
'
TYPICAL POST/RAFTER/GIRT.FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY. BLDG - VERTICAL SIDES
- ROLL -UP DOOR SWINGING DOOR
.
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
P.•'• ENSE•' T ��
BECK NGINEERING AND't #11 , INC.
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DELAM)KRAJDA 34ft.T
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