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NOTE:
TEMPERED SAFETY GLAZING SHALL BE INSTALLED AS
PER SECTION R308.4 OF THE IRC. MORE SPECIFICALLY;
• IN STORM DOORS, SWING DOORS, PATIO DOORS,
AND UNFRAMED SWING DOORS.
• GLAZING IN AL� WINDOWS WITHIN A 24" ARC OF A
DOOR IN THE CLOSED POSITION.
• GLAZING WITH A BOTTOM EDGE LESS THAN 18"
FROM THE FLOOR OR WALKING SURFACE.
• EXPOSED AREAS OF A SINGIE PANE LARGER THAN
9 SQUARE FEET,
WINTER SUNROOl��
-PURCHASED THROUGH-
BLUE SKY SUNROO��IS
DESCRIPTION
INSTALLERS LAYOUT
ELEVATION DRA�VIl��GS
PLAN VIEW
CROSS SECTION "CSi " AND DETAILS
GENERAL ENGINEERING
NOTE:
THESE PLANS WERE DESIGNED IN
ACCORDANCE WITH THE 2003 IRC
AND ASCE 7-02.
NOTE:
• ALL GLAZING IN PROPOSED SUNROOM TO MEET IRC
R308.6.1 AND IRC R308.6.2 PERMITTED GLAZING
MATERIALS.
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CO�ER
SHEET,
ELEVATIONS
MINIMUM DESIGN LOADS:
pEAD LOADS:
1) ROOF: 3 PSF
2) WALL5: 5 PSF
3) FLOOR: 5 PSF
LIVE LOADS:
1) ROOF: 100 PSF
2) WA�LS: 90 MPH - 3 SEC. WIND GUST
3) FLOOR: 40 PSF
DEFLECTION LIMITS:
1) ROOF: L/180
2) WALLS: L/175
3) FLOOR: L/240
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ALL GLASS PANES SHALL
BE MADE OF TEMPERED
SAFETY GLA�S
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TOTAL WEIGHT OF PRODUCTS: 2300 Ibs.
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(TYP.)
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GYPSUM
INTERIOR
16"O.C.
R19 INSULATION
7/16" OSB
EXTERIOR
WOOD SIDING
2x6 (TYP.�
KNEE WALL DETAIL
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PLAN VIEW
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EXISTING HOME
USE STAINLESS STEEL OR TRIPLE DIPPED
GALVANIZED FASTENERS INTO ACQ LUMBER
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72" WINDOW 24" WINDOW 72'� WINDOW
14'-108"
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LAYOUT PLAN
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NOTE:
REMOVE AND REPLACE
EXISTING SUNROOM
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10'-g8„
5'-416
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EXISTING HOME
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EXISTING CONCRETE SLAB �
(3000 PSI MINIMUM) �
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PROPOSED 4x6 ACQ PANEL SUPPORT FULL �
DECK WIDTH FASTENED TO THE CONCRETE �
SLAB WITH 1/2"x6" WEOGE ANCHORS � I
18" O.C. COUNTERSUNK (TYP.) �
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� � CONTRACTOR TO VERIFY EXISTING �
� `� CONCRETE FOUNDATION IS CODE —�
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14'-108"
FOUNDATION PLAN
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CRO S S SECTION
22.75" HIGH
KNEEWALL
GRADE
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42" MIN.
�-
8" MIN.—►i
PROPOSED 4x6 ACQ PANEL
SUPPORT FULL DECK WIDTH
FASTENED TO THE CONCRETE SLAB
WITH 1/2"x6" WEDGE ANCHORS Q
18" O.C. COUNTERSUNK (TYP.)
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SEE ATTACHMENT DETAIL 'RA1'
ROOF TO BE INSSPECS
GLASS
PER MANUFACTURER=_
PROP S� ED SCBS
HEAVY RAFTER
84"
#8x8" DECK SCREWS
@ 12" O.C. �
P
- r -
EXISTING CONCRETE SLAB
SECTION 'CS 1'
1 08» I EXISTING
HOUSE
2x10 LAGGED TO STRUCTURE
W/ 2x4 LAGGEO AS SHOWN
CONTRACTOR TO VERIFY EXISTING WOOD FRAME:
CONCRETE FOUNDATION IS CODE ��Z�� LAG BOLTS � 16"
COMPLIENT PRIOR TO CONSTRUCTION 0/C - STAGGEREO.
MASONRY BLOCK OR
CONCRETE WALL:
LEDGER THRU—BOLTED TO
STRUCTURAL DIAPHRAGM
NOTE:
A CONCRETE ENCASED ELECTRODE IS REQUIRED. ONE OF THE FOLLOWING OPTIONS
SHALL BE PERFORMED BY THE CONTRACTOR AT THE TIME OF CONSTRUCTION.
1. AN ELECTRODE ENCASED BY AT LEAST (2") OF CONCRETE, LOCATED WITHIN AND
NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT
CONTACT WITH THE EARTH CONSISTING OF AT LEAST (20 FT) OF ONE OR MORE BARE
OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE STEEL REINFORCING BARS
OR RODS OF NOT LESS THAN (1/2") DIAMETER. REINFORCING BARS SHALL BE BONDED
TOGETHER BY STEEL TIE WIRES OR OTHER EFFECTIVE MEANS.
2, MINIMUM OF (20 FT) BARE COPPER #4 AWG INSTALLED IN THE CONCRETE.
3. MINIMUM #4 AWG BARE COPPER CONDUCTOR BONDED TO THE REINFORCING STEEL BY:
-EXOTHERMIC WELD TO STEEL REINFORCING BARS
-LISTED CLAMP FOR CONCRETE ENCASEMENT TO STEEL REINFORCING BARS
-LISTED PRESSURE CONNECTOR (HY-PRESS) TO STEEL REINFORCING BARS
1 1/2" SCREwS
� 6" O.C.
2x6 RIM
COUNTER FLASHING
CAULK AT JOINT BETWEEN
COUNTER FLASHING AND
TOP OF GLAZING CAP
RIDGE CLIP—\
EXTRUDED ALUMINUM
GLAZING CAP�
EXTRUDED ALUMINUM
RIDGE TRIM�
EXTRUDED ALUMINUM
RAFTER BAR
.
�10x1 1/4" TEK SCREW J
TWO PER CLIP
ROOF HANGER TO STUD
//12x2-1/3" HWH LAG
SCREW � 16"O.C.
DETAIL RA1
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NOTE:
ALL EXTERIOR STRUCTURAL LUMBER
TO BE PRESSURE TREATED
FLOOR 1 1/2" SCREWS
PANEL � � 6" O.C.
2x6 JOIST
RIM DETAIL SPLICE DETAIL
#8 x 2 1/4„
DECK SCREW
1/2" LAG SCREWS
LEDGER DETAIL
USE STAINLESS STEEL OR TRIPLE DIPPED
GALVANIZED FASTENERS INTO ACQ LUMBER
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