HomeMy WebLinkAboutConstruction PlanGEN..AL NOTES 16515 ( ULT )
A. Wood:
I. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine 02 Grade (Fb = 1,000 pet min.)
2. All lumber above grade (non -decking) shall be Southern Yellow Pine 02 Grade
3. All framing lumber shall be hem -fir 02 grade or equivalent
4. Wood structural panels shall be Ii" Min, thickness, exposure 1 structural sheathing
5. In all instances where aluminum comes Into contact with pressure treated wood, prov'de dielectric separation
B. Concrete (See Site Preparation for Existing Concrete)
C. Masonry: N/A
D. Aluminum
I. All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy and temper:
2. All structural aluminum work conforms to "Part I -A - specifications for aluminum structures - allowable stress design:
or "Part 1-5 - Specifications for aluminum structures - building load and resistance Factor design" of The Aluminum
Association, Inc. Seventh Edition, Effective January 2000
3. In all instances where aluminum comes into contact with steel, or pressure treated lumber provide dielectric separation
E. Glass
I. Glass units consist of two panes of 1/8" thick tempered glass with an argon fill
2, Glass conforms to ASTM E1300
3. All clear Argon roof glass has the following min, properties: Ashrae Winter U Value = .25 Ashrae Winter R value = 4.0
Solid Wall Panels
I. Aluminum panel skin is Alloy 3105 - 11I4/1•125 and is 0.024" thick min.
2. Panel Core Foam is Preformed Expanded Polyeterene Board (EPS).
F. sealant .. 1. All sealant conforms to TT - S - 001543 - A, TT - S - 002306, ASTM C 1320 Type S, Grade NS, Glass 25.
Sealant to be used for structural adhesion 4 to prevent water Intrusion,
G, Gaskets ,. 1. All gaskets are co -extruded and are non -migratory.
H. Fasteners
I. All lag bolts shall conform to stainless steel type 300 18 - 8, with standard flat washer
unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood
2. Hex bolts has be ASTM A325, plated with standard flat washers and nuts
3. All concrete screws shall be ia" x 2 Itt" min., Simpson, HiM, Rawl, Tapcon, Redhead, Dynabolt,
or approved equal
4. All metal ties and associated accessories shall be hot dipped galvanized
5. All lag bolts shall have a minimum embedment of 8x bolt diameter Into structural framing (G = .42 min.)
6. Lag bolts and screws into wood framing shall be provided with pilot holes having a diameter
not greater than 10 percent of the thread diameter of the bolt or screw. All lag bolts and
screws shall be inserted in pilot holes by turning and under no circumstances by drIAng with a hammer.
1, All expansion anchors shall be designed in accordance w th the specific manufacturers requirements
and allowable loads and shall only be applied in conditione acceptable to manufacturer
8. All fasteners connecting aluminum components or pressure treated lumber are stainless steel
type 300 18 - 8 unless manufacturer galvanized bolts specifies for use with ACQ pressure
treated wood, or otherwise noted on plane
9. All fasteners shall comply with ASTM A153
10, All connectors shall comply with ASTM A653 Glass G - IS
JOB SPECi. IC NOTES
GENERAL NOTES
I: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE 2014 5TH EDITION 4 WIND CRITERIA PER ASCE 1-10,
2: NO EGRESS OPENINGS FROM ANY BEDROOM / SLEEPING ROOM
HAS BEEN COMPROMISED BY PROPOSED SUNROOM
3: ELEVATIONS ARE REPRESENTATIVE ONLY
SUNROOM CATEGORY "II" REQUIREMENTS
I. PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS
CATEGORY "II" REQUIREMENTS
2: CATEGORY "II" SUNROOMS PER AAMA/NPEA/NSA 2100-02
SECTION 1.0 GENERAL REQUIREMENTS FOR SUNROOMS
SUBNOTE 1.1 ELECTRICAL REQUIREMENTS
SUBNOTE 1:11 : (EGRESS LIGHTING REQUIRED ONLY)
SUBNOTE 1.1.2 = EXCEPTIONS: CATEGORY II SUNROOMS ARE
EXEMPT FROM REQUIREMENTS FOR RECEPTACLE OUTLETS,
ELECTRICAL NOTES
I: ANY ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2011
NATIONAL ELECTRIC CODE 4 CONFORM WITH THE FBC 4 ALL LOCAL CODES
2: ALL ELECTRIC COMPONENTS SHALL BE TIED TO EXISTING
ELECTRIC SERVICE 4 PANEL SPARES
3. PLACEMENT OF ALL. ELECTRIC COMPONENTS BY
LICENSED ELECTRICAL CONTRACTOR
4. EGRESS LIGHT REQUIREMENT: NEW LIGHT 4 SWITCH OR EXISTING LIGHT
OR SOLAR POWERED LIGHT MAY BE USED)
S. ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK.
I. Site Preparation r 4 " ` ��
I. Foundation eyetems must be placed on clean, compacted,
termite -treated fill/soil with vapor barrier.
711 t
2. Existi Foundation, footin and slab if noted on the r ,;, ^•
Floor Plan have been evaluated 4 found acceptable �„ x
for this application.
J. Reference Standards: ASTM E 115... ASTM E 1300...
ASCE 1-10... AAMA/NPEA 2100-02
3.0: Use and occupancy category 2
4.0: All fenestration products comply
5.0: All wall and roof panels and assemblies comply
6.0: Does not apply to category 2 -
-I,o: All appncaoue provisions comply
K. Florida Product Approvals (provided by contractor):
"SEE PRODUCT APPROVAL AFFIDAVIT"
All listed product approvals have been reviewed
and accepted by the engineer of record.
L. DESIGN LOADS:
This structure has been designed in accordance with, 4 metsts
the requirements of the Florida Building Code, Residential
2014 5th Edition 4 Amendments 4 ASCE 1-10 per Section
R301,2,1A 4 all applicable sections of R301 design criteria,
Deetgn Criteria:
Design Roof Load: Dead Load (Addition): 10 PSF
Live Load (Roof): 20 PSF
Wind Velocity (ULT): 165MPH (3 sec gust) Exposure: B
Risk Category: II Building Height: < 30'
Mean Roof Height: <I5'
Enclosure Type: Sunrooms - Enclosed
Max Components and Cladding Pressures:
Roof Zone 1: +22.4/-40.1 pef Roof Zone 2: +22.4/-51.3 pef
Roof Zone 3: +22.4/-51.3 pef
Wall Zone 4. +31.6/-34.1 pef Wall Zone 5-- +31AW-38.5 pef
M. Abbreviations
The following list of abbreviations is not intended to represent
all those used on these drawings, but to supplement the more
common abbreviations used: TYP. - Typical SIM. - Similar
UNO. - Unless Noted Otherwise CONT. - Continuous
V.I.F - Verify In Field
N. Responsibility
1, All site work shall be performed by a licensed contractor in
accordance with applicable building codes, local ordinances, etc.
2. Contractor shall verify all dimensions and details, notifytng engineer
of any discrepancies between drawings, fabricated items, or actual
field conditions
3. These drawings represent the acceptability of the "Sunroom" room
addition elements as provided by the contractor
4. All details on these drawings are engineered based on information
provided by the contractor
5. Refer to the manufacturers shop drawing for further details
6. Any details not shown are to be engineered in
accordance with standard engineering Practices.
O. Miscellaneous
i. This Structure conforms with Catagory II Sunroom requirements.
2: Catagory II Sunroome per AAMA/NPEA/NSA 2100-02
I l:¢Jidiy.',E.tw Hl i'l�lyy:�''pp4Jk''cU'4
3rI. W�L F44s' 1+iuk14i
g:o -
FRONT ELEVATION
SCALE: 1/4" = I'-O"
Section 1.0 General Requirements for Sunrooms a I II p +�
Subnote 1.1 Electrical Requirements U Ill
Subnote 1.11 : (Egress, Lighting required only)
Subnote 1.1.2 : Exceptions: Catagory II Sunrooms are
exempt from requirements for receptacle outlets. EXISTING
2 STORY -
ESOLD
SIDENCE
PANEL".
oas , WALL"
LET ELEVATION
SCALE: 1/4" " 1'-0"
I
M
n-
:
W/
TRANS
SOLID
PANEL
ASV.
WALL
W/
U
TRANS
co CO
ABV.
O O
-m
W/
SOLID
TRANS
PANEL
ABV.
WALL
A
ELECTRICAL
SYMBOL
OUTLET
LIGHT
SWITCH
ji
2' FG
W/
TRANS
ABV,
014A S.M.S. SCREW`ui / 1 1/2" S.S.
NEOPRENE GASKET WASHER
(1) SCREW 0 MAX 3" FROM EA SIDE 4
0 MAX 1" O.G. - TTL OF (1) PER POLY -PANEL
0 FRONT EDGE w/ MIN. I" EMBED INTO BEAM
0 GABLE END SIDES 0 MAX 12" O.G.
y HX167ING PANEL ROOF
9 SEE WALL SECT/ON
501
FOR ADDITIONAL
DETAILS
SEALANT
EXTR'D ALUMINUM
3" x 3" x 0.125" BEAM
EXTR'D ALUMINUM 014 x I" TEK SCREW
1.45" x 2.10" x 4" x .25" (3) PER L- SHAPED CLIP'
L - SHAPED CLIPS TO BEAM TTL OF Cro)
EXTR'D ALUMINUM 113) INTO COL. (4) EA
3" x 3" x 0.125" COL. SIDE - 2 ROWS OF 2
EAVE / BEAM / COL. / CONNECTION SECTION
NOT TO SCALE
141, (2) ANCHOR CLUSTER - MAX 4" SPACING
0 MEETING RAIL FOR NON -IMPACT
MAX O.G. 4 (4) ANCHOR CLUSTER FOR IMPACT
5"
MAX 1 1 # r 5" MAX
mil• 131/4"
MAX
5" MAX
ANCHORS SAME AS HEAD REQUIRED 0 SILL
ANCHORS = 012 SMS OR EQUAL INTO 1/8 6063-T5 ALUM
PROVIDE 5 PITCHES MIN. PAST THREAD PLANE
TYP. HRZ. WINDOW ANCHOR DETAi
NT
TYP. ANCHOR INFO FOR FIXED GLASS
012 SMS OR EQUAL INTO 1/8" 6O63-T5 ALUM MIN.
PROVIDE 5 PITCHES MIN, PAST THREAD PLANE
1/4" TAPCONS INTO CONCRETE MIN. 1 1/4" EMBED
ro" MAX FROM CORNERS 4 12" MAX O.C.
FRAME HEAD / SILL / JAMBS
TYP. ANCHOR INFO FOR SWING DOOR
014 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM MIN.
PROVIDE 5 PITCHES MIN. PAST THREAD PLANE
5/16" TAPCONS INTO CONCRETE MIN. 1 1/2" EMBED
(1) 5 3/4" 4 II 3/4" MAX FROM CORNERS
4 12 3/4" MAX O.C. 0 FRAME HEAD / SILL
5 MAX FROM CORNERS 4 11 1/4 MAX O.G. 0 JAMBS
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
EXISTING 2 STORY 7.Z/
RESIDENCE
OPENINGS TO REMAIN
6'SLW
W/
TRANS
ABV,
EXISTING CONCRETE SLAB a FTG. TO REMAIN
NON -HABITABLE UN-AIRCONDITIONED
CONTRACTOR TO VERIFY
EXACT WIN00W SIZES
TYPICAL ALUMINUM COL. SYMBOL KEY
® 3 x 3 x .125 HOLLOW ALUMINUM
❑q A❑
6'SLW 6'SLW
W/ W/
TRANS TRANS
ABV. ABV.
+/- 30'-011
FLOOR PLAN
SCA, 1/4" = 1'-0"
SEE PRODUCT APPROVAL / NOA
FOR TYP. CONNECTIONS FOR OPENINGS
APPLY STRUCTURAL SEALANT AS
NEEDED FOR WATERPROOFING
GABLE -END WALLS
CONNECT SILL DIRECTLY
TO ROOF PANEL U.N.O.
FRONT WALL SECTIONS
SEE EAVE DETAIL
FOR ROOF CONNECTION
_ _
- - - - 014 x 3/4"
ITEK SCREW
BEAM 0 16" O.C.
OR - _ = STAGGERED
MULLION (TYP,)
i
SOLID PAN ELL
III
l
--� ---1L
"- L
SILL 71
\
"
- - FILLER
AS NEEDED
TI
(4) 014 x 3/4"
APPLY BEAD
TEK SCREWS
STRUCTURAL
(2) EA SIDE 0
SEALANT TYPE
BTM OF PANEL
---_----__
(TYP.)
MULLION
014 x
MULLION
tEK SCREW
0 16" O.C.
STAGGERED
I+
_
(TYP )
(TYP.) L�
012 S.T.S. FIXED
PER N.O.A. �� GLASS i
MULLION "
4 CLIP I I I 014 x 3/4"
TEK SCREW
rL II 0 I6" O.C.
STAGGERED
(TYP.)
�� II (TYP.)
012 S.TS,
PER N.O.A.
A
SLIDER I I ", I I OR
WINDOW II T -0
„ n p SEE
LIC I I FLOOR
PLAN
7-7, !"
(TYP.)
LLI___ 012 S.T,8.
PER N.O,A,
I 014 x 3/4"
MULLION TEK SCREW
0 Ira" O.G.
STAGGERED
(TYP.)
SILL/ SOLID II
PANEL
KICK
APPLY BEAD
STRUCTURAL
SEALANT TYP.Ir 11 (4) 014 x 3/4"
TEK SCREWS
SILL (2) EA SIDE 0
\ BTM OF PANEL
(TYP.)
-ram--
-
OUTSIDE -�
EDGE ----_-_--
6'SLW
W/
TRANS
ABV,
SEE SILL CONNECTION DETAIL
WALL SECTION
NOT TO SCALE
SOLID W/
PANEL TRANS
0
WALL ASV.
SOLID W/
PANEL TRANS
WALL ABV. O
a❑
W/ +
SOLID TRANS
PANEL ABV.
WALL
2' FG
W/
BRAN:
ABV,
1/4" x 2 1/2" FASTENERS
OUTSIDE FACE OF
INTO EXISTING STRUCTURE
EXISTING STRUCTURE / COLS. tr 0 16" O.C. MAX. VERTICALLY
APPLY CAULKING
BETWEEN SILL 4 WALL
"' "•"'" """' ^ '
TAPCONS FOR CONIC. /
012
°- ' -' s w,
PANELr%s?)
fl�
LAG -BOLTS w/ WASHER
x 3/4" TEK SCREWS:IIALL
FOR WOOD FRAME
0 RECEIVER CHANNEL
t0 WALL PANEL
✓erir�ta
0 MAX 12" O.G. VERT.
PLAN VIEW OSO" RECEIVER CHANN
ATTACHMENT TO EXISTING STRUCTURE FOR SOLID PANEL
NOT TO SCALE
INSIDE ROOM (3) 014 x 3/4" TEK SCREWS
WALL EACH SIDE OF COLUMN
PANEL
Q_- (- --- SEE SILL
U 3" x 3" x 0.125" U , CONNECTION
FOR DETAIL
ALUMINUM Oz
- COL.
I 714 I PLAN VIEW
(3) 014 x 3/4" TEK SCREWS CONT. L5" x 3" x .OSO"
CLIP TO COLUMN EXTR'D ALUMINUM SILL
TYP 3" ALUM. COL. CONNECTIONS
NOT TO SCALE
PLAN VIEW
TYP
(3) 014 x 3/4"
TEK SCREWS
CLIP TO COLUMN
WIN. INSIDE ROOM
1.5" x 3" x .090"
EXTR'D ALUMINUM
SILL BELOW
,,MULLION CLIP
TYP
(3) 014 x 3/4" TEK 3 x 3 x 0.125
SCREWS SILL TO ALUMINUM
OUT SIDE CORNER COL, ❑ WALL
OF COLUMN A PANEL
TYP. V ALUM. CORNER COL. CONNECTION AT SILL
NOT TO tDCALE
NSIDE LU •• TAPGON SCREWS 0 2" MIN
OF = 4 ANCHOR BOLTS 0 3" MIN
ROOM z FROM CONCRETE EDGE
I
2" - 3" SILL CONNECTION TO CONCRETE
- MIN. (U 3/8" x 2 1/2" TAPCON SCREWS
MIN, ON EA SIDE OF UPRIGHT 0 2" MAX
4 MAX 12" O.G. BETWEEN - OR -
(I) 3/8" x 3 3/4" ANCHOR BOLT i
ON EA SIDE OF UPRIGHT 0 2" MAX
UNIT WIDTH / LENGTH 4 MAX 16" O.G. BETWEEN
SILL TO CONCRETE SLAB CONNECTION DETAILI
NOT TO SCALE
WALLS UNDER SUNROOM SYSTEM
PORCH ENCLOSURE SOLARIUM
PER AAMA/NPEA/NSA 2100-02
THIS STRUCTURE MEETS SUNROOM CATEGORY "II" REQUIREMENTS
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
T FOLLOWING PRODUCTS WILL BE THE DAWSON RESIDENCE
132 lE
IIISTALLED IN THE STRUCTURE LOCATED AT: PEPPER LANE,
JENSEN BEACH, FL 34951
PROD. DESIGN PRODUCT
PRODUCT PRESSURES MANUF, MODEL • APPROVAL
FRENCH +/- 86 PSF LAWSON 2200 LaPORTE IMPACT FL 15443.2
DOOR
HRZ. WINDOW */- 80 PSF LAWSON HS 8100 IMPACT FL 15428.3
FIXED WINDOW +/- 18.0 PSF LAWSON 4200/6200 IMPACT FL 1542S.2
MULLIONS */- 54 PSF LAWSON I x 3 IMPACT Alum, FL 15532.1
STRUCTURAL 3" x 0.032"x 20 EPS IMPACT
WALL / KICKS * 43 -10 PSF ELITE Aluminum composite Panel FL 12225,1
1 HAVE REVIEWED THE ABOVE
COMPONENTS AND CLADDING, RE ICI E
AND HAVE APPROVED THEIR JUL. 18207
USE IN THE STRUCTURE TO
PROVIDE ADEQUATE RESISTANCE
TO THE WIND LOADS AND FORCES
SPECIFIED BY THE CLIRRENT CODE
PROVISIONS.
AS SIGNED, SEALED A DATED HERE...
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a Copyright 2011
All rights reserved,
REVISION DATE
JOB 0 1752
DATE : 61211E
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