HomeMy WebLinkAboutTrussFLAlvs NKtVAKtU t-L) C:
SYMBOL
SAFE
GRAVITY
LENGTH LOAD
LINTEL SCHEDULE
APPLIED SAFE APPLIED
GRAVITY UPLIFT UPLIFT
LOAD LOAD LOAD
COMPOSITE BEAM
L1
4' - 6"
2189
190
1207
100
8F8-1 B-1 T
1631
190
2080
100
8F16-013-1T
L2
5' - 10"
2189
600
1207
250
8F8-1 B-1 T
L3
4'- 6"
2931
600
2707
250
8F16-0B-'IT
L4
4'- 6"
2931
175
2707
6
8F16-013-1T
L5
4'- 6"
L6
4' - 6"
2931
175
2707
6b
8F16-013-1T
8F16-0B-1T
L7
4' - 6"
2931
600
2707
250
L8
9' - 4"
2564
175
1474
65
125
8F20-1 B-1 T
8F16-1 B-1 T
L9
16' - 8"
950
230
405
8F16-1B-'1T
L10
9'-8"
1533
175
916
95
8F8-1 B-1T
L11
4' - 6" _7
2189
705
1207
136
NOTE:
1. MINIMUM BEARING OF LINTEL SHALL BE 4" EACH SIDE FOR SPANS LESS THAN 10' - 0"
2. MORTAR SHALL BE TYPE M OR S
3. 8" BOND BEAM W/ #5 REBAR CONTINUOUS @ TOP OF WALL
4. COMPOSITE BEAM DEPTHS ABOVE ARE MINIMUMS. LINTELS MAY BE POt1RED DEEPER
& 8" BEARING FOR SPANS GREATER
THAN SPECIFIED.
1i,.__-F A FILLED 1trflTH € ROUT/ 11 & UNFILLED
QUANTITY OF #5 4 FIELD ,ADDED RF9AR AT
BOTTOM M OF U-LINTFOR
V"ITY LOAD
1 -1
NOMI L �D'11B —
QUANTITY OF RY 1 II L ?
ADDED P1=BA-R AT TCP a^
NOMINAL K GHT
COII po S! -E U-LINTEL F -R
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#5 F 1-D �' DDED REBAR AT
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U -LI 1EL WC 11)AUD
11frCLEAR
-
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G.ROUT
#5 FIELD AMED RfDAR AT
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Ho I I`I &I RHNFtN LING
? _541�" ACTUAL PROVIDED IN U LINTEL
�
t« ,LWEIt1` 1 JSFF fitllNl=tiRi_IFi!= 31F1 1E F1
THAN 10' - 0".
1 ROOF FRAMING PLAN
S-2.0 SCALE: N.T.S.
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Z2 — Z2
Z1
Z2
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ROOF SHEATHING NAILING ZONE (N.T.S.)
ZONE
ITEM
1
NAIL' AT 6" O.C. PERIMETER AND 6" O.C. FIELD
2
NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
3
NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD
NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING
FASTENED TO ROOF FRAMIN3 WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1)
SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE.
6 Nail Pattern
Esquema con b clavos
PER NOA#12-0309.01
USE 6 NAILS PER SHINGLE PLACED AS SHOWN ABOVE. ENSURE THAT NO NAIL IS WITHIN,'" OF A
JOINT/CUTOUT OF THE UNDERLYING SHINGLE. SEAL DOWN EACH SHINGLE AT TIME OF
APPLICATION WITH THREE 1" 0 (APPROX. SIZE AND THICKNESS OF A QUARTER) SPOTS OF
ASPHALT PLASTIC CEMENT PLACED UNDER THE SHINGLE. APPLY PLASTIC CEMENT IN
MODERATION SINCE EXCESSIVE AMOUNTS MAY CAUSE BLISTERING. CAUTION: SHINGLES
SHOULD SEAL TO THE UNDERLYING COURSE WHEN THE FACTORY APPLIED ASPHALT SEALANT
IS SUFFICIENTLY WARMED BY THE HEAT OF DIRECT SUNLIGHT.
SHINGLE NAILS SHALL BE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 OR 12 GAUGE, 'KITH
ATLEAST 3/8"0 HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD OR 3/4" INTO
BOARDS.
UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES.
UNDERLAYMENT SHALL BE APPROVED 30# ROOFING FELT.
UNDERLAYMENT APPLICATION:
COVER THE DECK WITH ONE PLY OF UNDERLAYMENT LAID PARALLEL TO THE EAVES, WITH 2"
HORIZONTAL LAPS AND 4" END LAPS. APPLY METAL DRIP EDGES ON TOP OF ANY UNDERLAY
ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES IN ACCORDANCE WITH
BUILDING CODE REQUIREMENTS.
FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE
WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MATERIALS
AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE
ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE.
FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER
THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WHERE
FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT
LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TC HIP AND
RIDGE JUNCTIONS.
ALL ROOFING INSTALLATIONS SHALL BE IN ACCORDANCE WITH FBC 2014.
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THESE DOCUMENTS CONTAIN ARCHITECTURAL
SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE
AND LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
ENGINEERING LICENSE:
1FxAu,,,,
r 7W... 1�1 -
')N A " �
REVISIONS:
DESCRIPTION
IIOR PERMIT1
51 It NAllllt:
PARCEL ID: 1301-606-0066-000-7
SALERNO RD
FORT PIERCE, FL 34951
SAINT LUCIE COUNTY
511 E AUUKtbb:
SALERNO rr .`
FORT PIERCE, FL 3498,e
SFltt I Utbt;KIN 1 1UNI:
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