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GENERAL NOTES:FRAMING NOTES
FOUNDATION CONCRETE NOTES
S. FRAME JOISTS T TOP -
O O OF BEAM N
O A 2X8 TDP NAI T
LER HRU BOLTED. WITH 1/2" DIAMETER
/ BOLTS
13. ALL WALLCUD
S S t0 ALIGN WIT
STAGGERED AT 24" O.G.. JOISTS t0 BE ANCHORED t0 THE TOP NAILER WITH SIPMSON H4 HURRICANE CLIPS. H FLOOR JOISTS AND ROOF RAFTERS..
1. GENERAL CONTRACTOR TO CONFORM TO ALL LOCAL AND, STATE BUILDING
CODE REQUIREMENTS. 1. ALL FRAMING: LUM 5 - -
BER HALL BE S.P.F. (SPRUCE PINE FfR) GRADE Ni/N2 OR APPROVED EQUAL (UNLESS OTHERWISE
ALLOWABLEBENDING STRESS (FS) SHALL BE 2,900 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (FG)
5.
FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT 19 COMPLETED.
MANUFACT. MODEL TYPE ROUGH OPENING COMMENTS
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5.
NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATIONS OR DIMENSION CHANGES THAT MAY AFFECT
ANDERSEN TW 2442 DOUBLE HUNG 2 -�0 118' W X 41-4 7/8' H
PERPENDICULAR TO THE GRAIN SHALL BE 150 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE
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16. DAMP PROOF ALL FOUNDATION WALLS BELOW GRADE OTHER THAN FROST WALLS.
LLS.
2. GENERAL CONTRACTOR TO ALL
SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM
L SPREAD FOOTINGS SHALL HEAR LEVEL ON UNDISTURBED SOIL HAVING AN ALLOWABLE BEARING CAPACITY OF
TWO IONS PEP, SQUARE FOOT.
THE STRUCTURAL DESIGN.
ANDERSEN AR251-3 MULLED AWNING SEE SUPPLIER
2,000,0@0 P.S.I. ALL PARALAMS EXPOSED TO THE WEATHER SHALL BE PRESSURE TR FATED CGGA TREATED)..
WITH 2-10D NAILS AT 8., O.C. AND -
AN LVLS WITH 2 16D NAILS CLOP AND BOtTOM)'At 8 O.C.,
, OR AS OTHERWISE NOTED ON
BACKFILL UNDER ANT PORTION OF THE FOOTINGS AND SLABS SHALL BE COMPACTED IN 6 LIFTS OF 95%
ANDERSEN TW2442-2 MULLED DOUBLE HUNG SEE SUPPLIER
THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER:
5 E
ANDERSEN TW24310-2 MULLED DOUBLE HUNG SEE SUPPLIER
VERIFY CONDITIONS AND DIMENSIONS
SHOWN ON THE DRAWINGS AND NOTIFY ALLOWA BLE BENDING STRESS (r-5) SHALL A L BE 815 P.S.I. THE MINIMUM M A
N U LLOWABLE COMPRESSION N STRESS (FC) SHALL
COMPACTED GRAVEL AS APPROVED BY THE ENGINEER.
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STRUCTURAL STEEL NOTES
4.
PARALAM (LAM) POSTS SHALL HAVE AN ALLOWABLE COMPRESSION STRESS OF 2900 PSI AND A MODULUS OF
1
CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE T INSTITUTE CODE FOR "BUILDING
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THE ENGINEER OF ANY. DISCREPANCIES.
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BE 425 P.S.f. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1;400,000 P.S.I. OTHER FRAMING
2. IF BEARING MATERIALS WITH IA LOWER BEARING CAPACITY THAN TWO TONS PER SQUARE FOOT ARE
CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
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ALL STEEL BEAMS SHALL BE NEW STEEL CO MING TO i
NFOR HE A..S.G. SPECIFICATIONS FOR DESIGN '
BUILDINGS .
3. THE ENGINEER 15 RESPONSIBLE ONLY FOR INFORMATION 51-10WN ON
MATERIAL FOR INTERIOR ERIOR NON -LOAD BEARING SCUDS MAY BE SUBSTITUTED ONLY UPON APPROVAL OF THE ENGINEER.
ItHE CERTIFIED ENGINEER'S DRAWINGS.
ENCOUNTERED AT THE SPECIFIED ELEVATIONS THE UNDERLYING
E N ERLYING UNSUITABLE MATERIAL SHALL BE REMOVED
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5.
„ , '
USE 3/4 TONGUE AND GROVE STRUCTURAL GRADE FIT PLYWOOD FLOOR SHEATHING, 5/8' EXTERIOR STRUCTURAL
BASE PLATES AND OTHER MISCELLANEOUS STEEL MAY BE A.S.T.M. GRADE A36.
THEDESIGN DE
ES GN AN LAYOUT OF ALL OTHER INFORMATION I T
ER OR ONS HE RESPONSIBILITY
OF OTHERS AND MUST
D
ANREPLACED ,WIt H SUITABLE. MATERIAL ER AL TO BE APPROVED BY THE G IN
N EER/ARCHITECT.
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2.
ALL SCHEDULE 40 PIPE SHALL BE -NEW STEEL CONFORMING TO THE��A.I.S.C. SPECIFICATIONS FOR DESIGN,
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ALL
JOINTS SHALL BE BLOCKED WITH LIMBER OR t
OTHER APPROVED SUPPORTS.
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P.S.I. AT 28 DAY D ""
SAN 3,50@ P.S.L FOR SLABS, WITH A SLUMP OF NO MORE THEN 4 AND 'AIR
ENTRAINMENT OF 4-6%. -THE-USE OF CALCIUM CHLORIDE IS NOT PERMITTED: PROVIDE PROPER CONCRETE
N RETE
CONFORM TO THE MASSACHUSETTS BUILDING CODE REQUIREMENTS;
REFER TO STRUCTURAL ENGINEERING BY 2. ALLPRESSURETREATED (GGA TREATED) DIMENSIONAL FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE GRADE
.
„
PROTECTION FOR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE
„ "S","15",'
E DR GRADE WITH A MINIMUM YIELD STRESS OF 35 K.S.I..
6.
ALL EXTERIOR AND INTERIOR STUD WALLS TO BE 2X4 MINIMUM A 16 O.G. UNLESS NOTED OTHERWISE.
E
OTHERS CERTIFIED BEAM. CALCULATIONS AND CERTIFIED WIND
NO. 2.. THEMI
MINIMUM ALLOWABLE BENDING STRESS (FB) SHALL BE 1 850 P.S.I. THE MINIMUM ALLOW ABLE COMPRESSION
'DESIGN
3. THE NG
E E (NEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY
TY OF SUBSURFACE CONDITIONS.
3.
ALL SHOP AND FIELD WELDS SHOWN SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL
7.
PROVIDE ADEQUATE WALL RESISTANCE TO RAKING BY DIAGONAL CORNER WIND 1SRACING ANCHORED t0 SILL
S.
STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615, GRADE 60.
CONFORM TO THE A.W.S. CODE FOR BUILDINGS.'' ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE
.FOR
4. AL HEATING, PIPING,
L EA N ELECTRICAL, FIREPROOFING AND
.DETAILS.
STRESS (FC) SHALL BE 5 5 P. .I. T
I - 6 S HE MINIMUM ALLOWABLE MODULUSMODULUS-OF ELASTICITY <E) SHALL BE i,600 000 P.S.I. -
(OTHER
A• NO FOUNDATION SHALL PLACED LACED IN WATER OR ON FROZEN GROUND. ' _
MATERIAL BEING WELDED. USE EXX 'i0 ELECTRODES.10.
8.
PROVIDE SOLID BLOCKING
ALL CONCRETE SLABS ON THE GROUND SHALL BE REINFORCED WITH 6X6-10/10 (MIN.) WELDED WIREROVID
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,INSULATION,
,REQUIREMENTS' ARE THE
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BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH PARTITION.
FABRIC PLACED AT MID -DEPTH, OR AS OTHERWISE SHOWN ON THE DRAWINGS WELDED WIRE FABRIC
RESPONSfBILITIES OF' OTHERS
3. ALL LVLS TO BE MANUFACTURED BY CRUS JOIST GEORGIA PACIFIC O APP D
R ROVE EQUAL THE MINIMUM
_
BE UNTIL THE STRUCTURE HAS BEEN PROPERLY ALIGNED.
PROVIDE TEMPORARY BRACING A5 REQUIRED.
S.
S. FRAME JOISTS T TOP -
O O OF BEAM N
O A 2X8 TDP NAI T
LER HRU BOLTED. WITH 1/2" DIAMETER
/ BOLTS
13. ALL WALLCUD
S S t0 ALIGN WIT
STAGGERED AT 24" O.G.. JOISTS t0 BE ANCHORED t0 THE TOP NAILER WITH SIPMSON H4 HURRICANE CLIPS. H FLOOR JOISTS AND ROOF RAFTERS..
15. THE USE OF CONTROL JOINTS 1N THE SLAB 15 RECOMMENDED TO CONTROL CRACKING. SAW CUT TO A
(WALL
ALLOWABLEBENDING STRESS (FS) SHALL BE 2,900 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (FG)
5.
FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT 19 COMPLETED.
MANUFACT. MODEL TYPE ROUGH OPENING COMMENTS
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5.
NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATIONS OR DIMENSION CHANGES THAT MAY AFFECT
ANDERSEN TW 2442 DOUBLE HUNG 2 -�0 118' W X 41-4 7/8' H
PERPENDICULAR TO THE GRAIN SHALL BE 150 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE
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16. DAMP PROOF ALL FOUNDATION WALLS BELOW GRADE OTHER THAN FROST WALLS.
LLS.
ANDERSEN AR251 AWNING . 2 -4 -1/8' W X i -5 1 /2' H
15. BUILT UP BEAMS (3 PIECES MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BR FULLY SPIKED TOGETHER
THE STRUCTURAL DESIGN.
ANDERSEN AR251-3 MULLED AWNING SEE SUPPLIER
2,000,0@0 P.S.I. ALL PARALAMS EXPOSED TO THE WEATHER SHALL BE PRESSURE TR FATED CGGA TREATED)..
WITH 2-10D NAILS AT 8., O.C. AND -
AN LVLS WITH 2 16D NAILS CLOP AND BOtTOM)'At 8 O.C.,
, OR AS OTHERWISE NOTED ON
BACKFILL UNDER ANT PORTION OF THE FOOTINGS AND SLABS SHALL BE COMPACTED IN 6 LIFTS OF 95%
ANDERSEN TW2442-2 MULLED DOUBLE HUNG SEE SUPPLIER
THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER:
5 E
ANDERSEN TW24310-2 MULLED DOUBLE HUNG SEE SUPPLIER
INSTALL MICROLAMS AND PARALAMS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.
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16. ALL NAILS, FASTENERS AND CONCRETE EXPOSED TO THE WEATHER SHALL BE HOT -DIP GALVANIZED
COMPACTED GRAVEL AS APPROVED BY THE ENGINEER.
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STRUCTURAL STEEL NOTES
4.
PARALAM (LAM) POSTS SHALL HAVE AN ALLOWABLE COMPRESSION STRESS OF 2900 PSI AND A MODULUS OF
1
CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE T INSTITUTE CODE FOR "BUILDING
Z
'FINAL ORDER t0 15E VERIFIED AND APPROVED BY �I OWNER) I
ELASTICITY OF 2,@00,000.
CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
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ALL STEEL BEAMS SHALL BE NEW STEEL CO MING TO i
NFOR HE A..S.G. SPECIFICATIONS FOR DESIGN '
BUILDINGS .
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FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T,M. - GRADE Be. ALL CAP AND
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5.
„ , '
USE 3/4 TONGUE AND GROVE STRUCTURAL GRADE FIT PLYWOOD FLOOR SHEATHING, 5/8' EXTERIOR STRUCTURAL
BASE PLATES AND OTHER MISCELLANEOUS STEEL MAY BE A.S.T.M. GRADE A36.
;,
GRADE FIR (C.D.X.)' PLYWOOD ROOF SHEATHING AND 1/2 EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) AT WALLS.
g.
CONCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3 000
2.
ALL SCHEDULE 40 PIPE SHALL BE -NEW STEEL CONFORMING TO THE��A.I.S.C. SPECIFICATIONS FOR DESIGN,
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ALL
JOINTS SHALL BE BLOCKED WITH LIMBER OR t
OTHER APPROVED SUPPORTS.
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P.S.I. AT 28 DAY D ""
SAN 3,50@ P.S.L FOR SLABS, WITH A SLUMP OF NO MORE THEN 4 AND 'AIR
ENTRAINMENT OF 4-6%. -THE-USE OF CALCIUM CHLORIDE IS NOT PERMITTED: PROVIDE PROPER CONCRETE
N RETE
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR UILDINGS AN A.S.T.M.
B D A S . A59, TYPE.
„
PROTECTION FOR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE
„ "S","15",'
E DR GRADE WITH A MINIMUM YIELD STRESS OF 35 K.S.I..
6.
ALL EXTERIOR AND INTERIOR STUD WALLS TO BE 2X4 MINIMUM A 16 O.G. UNLESS NOTED OTHERWISE.
E
,
WITH THE A.G.I.
3.
ALL SHOP AND FIELD WELDS SHOWN SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL
7.
PROVIDE ADEQUATE WALL RESISTANCE TO RAKING BY DIAGONAL CORNER WIND 1SRACING ANCHORED t0 SILL
S.
STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615, GRADE 60.
CONFORM TO THE A.W.S. CODE FOR BUILDINGS.'' ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE
PLATES.
MATERIAL BEING WELDED. USE EXX 'i0 ELECTRODES.10.
8.
PROVIDE SOLID BLOCKING
ALL CONCRETE SLABS ON THE GROUND SHALL BE REINFORCED WITH 6X6-10/10 (MIN.) WELDED WIREROVID
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4.
:
NO PERMANENT CONNECTIONS SHOULD MADE UP
BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH PARTITION.
FABRIC PLACED AT MID -DEPTH, OR AS OTHERWISE SHOWN ON THE DRAWINGS WELDED WIRE FABRIC
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BE UNTIL THE STRUCTURE HAS BEEN PROPERLY ALIGNED.
PROVIDE TEMPORARY BRACING A5 REQUIRED.
S.
USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON OR EQUAL), JOIST OR BEAM HANGER5 WHEN JOISTS OR
REINFORCEMENT SHALL CONFORM TO A.S.T.M. A18B, AND SHALL LAP 6" MINIMUM OR ONE SPACE, WHICHEVER
IS LARGER, AND SHALL BE WIRED TOGETHER. PROVIDE SUFF C
I IENT CHAIR OR SUPPORT BARS AS NECESSARY
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BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.
TO POSITION WELDED WIRE FABRIC.
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5.
STEEL FABRICATOR IS RESPONSIBLE FOR ION DETAILS AND DESIGN IN
FINAL' LENGTHS, CONNECT
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AGCORDANG WITH
E H TH MINIMUM
E IN MUM I
REQUIREMENTS NTS OFT
E HE LATEST EDITION OF THE A.I.S. G. DETAILING MANUAL.
i@.
FOR NONBEA i
R NG 'ROUGH WINDOW OPENINGS AND T -
A INTERIOR DOOR OPENINGS P T F
U O t'
3 EE S
USE 2 2X 6 HEADER
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WHERE CONTINUOUS BARS ARE GALLED FOR THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND
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SUBMIT SHOP DRAWINGS WITH ALL DETAILS TO THE GENERAL CONTRACTOR .PRIOR TO FABRICATION.
BEAMSFROM 3 FEET TO 5 FE - -
. ET, USE 22X8 HEADER BEAMS AND FROM 5 FEET TO 1 FEET, USE 2-2X10
LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 40 BAR DIAMETERS
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HEADER BEAMS AND USE LVLS FOR SPANS EXCEEDING '1 FEET, EXCEPT AS NOTED OTHERWISE ON THE PLANS OR
UNLESS OTHERWISE SHOWN.
6.
US i I
E. /2 MINIMUM GAP PLATE AND BASE PLACES (6X6 MINIMUM) FULLY WELDED ALL AROUND AT COLUMNS WITH
SPECIFICATIONS. USE TRIPLES FOR 2X6 WALLS. IF LVLS ARE SPECIFIED ON THE PLANS PROVIDE D
E OUBLE JACK STUD
3/16" FILLET WELD, OR A5 OTHERWISE SPECIFIED ON THE DRAWINGS. ALL STEEL COLUMN EXTERIOR BASE PLATE
SUPPORTS OR AS OTHERWISE SPECIFIED ON THE PLAN.
12.
NOTIFY BUILDING DEPARTMENT FOR INSPECTION OF COMPLETED INSTALLATION OF REINFORCEMENT AT LEAST
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SHALL BE BOLTED TO THE CONCRETE FOUNDATIONS WITH 4-5/8" DIAMETER ANCHOR BOLTS.
24 HOURS PRIOR TO SCHEDULED PLACEMENT OF CONCRETE.
11.
ALL FRAMING TO BE INSTALLED IN ACCORDANCE WITH THE MASSACHUSETTS 5UILDING CODE .REQUIREMENTS AND
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7.
ALL STEEL SHALL HAVE TWO GOATS OF RUST -INHIBITOR PRIMER PAINT. TOUGH UP ALL WELDS, SCRATCHES
GENERAL FRAMING PRACTICE AS DETAILED IN THE"ARCHITECT UR AL GRAPHICS STANDARDS , BY RAMSEY �
1 3.
PLACEMENT OF CONCRETE POURS FOR FOUNDATION WALLS SHOULD HAVE A VERTICAL 2"X4".KEY .WITH
�0
OR SCRAPES 1N PAINT AFTER ERECTION. SLEEPER.
CONTINUOUS REINFORCING (40 E BAR DIAMETER MINIMUM) THRU THE CONSTRUCTION JOINT.
8.
I
STEEL BEAM MAY BE SPLICED GEDA STEEL COLUMN CAP PLAT WITH AII MAXIMUM GAP BETWO
BEAMS F
12.
ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING ING M E B ERS USING AMERICAN
14.
.ALL REINFORCING RGiNG BAR
S SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLSHED BYEEN
1/4".I' USE 1/4" TIE PLATE WELDED TO WEBS:
PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE GONTECH, INC. PL4@0 SUBFLOOR
THE AMERICAN CONCRETE INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE APPLIED E TO THE BARS TO
CONSTRUCTION ADHESIVE, OR APPROVED EQUAL
OBTAINND
BE S.
S. FRAME JOISTS T TOP -
O O OF BEAM N
O A 2X8 TDP NAI T
LER HRU BOLTED. WITH 1/2" DIAMETER
/ BOLTS
13. ALL WALLCUD
S S t0 ALIGN WIT
STAGGERED AT 24" O.G.. JOISTS t0 BE ANCHORED t0 THE TOP NAILER WITH SIPMSON H4 HURRICANE CLIPS. H FLOOR JOISTS AND ROOF RAFTERS..
15. THE USE OF CONTROL JOINTS 1N THE SLAB 15 RECOMMENDED TO CONTROL CRACKING. SAW CUT TO A
(WALL
FLUSH FRAME JOISTS TO THE FULL DEPTH WEB BLOCKING FASTENED TO THE BEAM WITH 1/2" DIAMETER
DEPTH ONE HALF INCH NOT -TO -EXCEED 10 FEET BY 10 FEET.
MANUFACT. MODEL TYPE ROUGH OPENING COMMENTS
Z
„ 14. THE CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE
THRU-BOLTS AT 24 O.C. STAGGERED TOP AND BOTTOM.
2 A
ANDERSEN TW 2442 DOUBLE HUNG 2 -�0 118' W X 41-4 7/8' H
SECURELY ATTACHED At EACH END AND/OR TO THE EXTERIOR WALLS.
16. DAMP PROOF ALL FOUNDATION WALLS BELOW GRADE OTHER THAN FROST WALLS.
LLS.
ANDERSEN AR251 AWNING . 2 -4 -1/8' W X i -5 1 /2' H
15. BUILT UP BEAMS (3 PIECES MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BR FULLY SPIKED TOGETHER
1 C
ANDERSEN AR251-3 MULLED AWNING SEE SUPPLIER
1112412622
WITH 2-10D NAILS AT 8., O.C. AND -
AN LVLS WITH 2 16D NAILS CLOP AND BOtTOM)'At 8 O.C.,
, OR AS OTHERWISE NOTED ON
1 D
ANDERSEN TW2442-2 MULLED DOUBLE HUNG SEE SUPPLIER
THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER:
5 E
ANDERSEN TW24310-2 MULLED DOUBLE HUNG SEE SUPPLIER
I
16. ALL NAILS, FASTENERS AND CONCRETE EXPOSED TO THE WEATHER SHALL BE HOT -DIP GALVANIZED
CHECKED BY
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SCALE
V
AS SHOWN
(WINDOWS SHOWN FOR ESTIMATING AND PERMITTING ONLY 17. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BEPRESSURE TREATED.
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'FINAL ORDER t0 15E VERIFIED AND APPROVED BY �I OWNER) I
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TOTAL
EXTERIORDO® j'��j�Li� �`
_ I SC��✓1il
QUANTITY 10 LETTER MANUFACT. MODEL 1 TYPE ROUGH OPENING COMMENTS
1 1 ANDERSEN 3 -0 Xr'o -8 HINGED INSWING SEE SUPPLIER 1 HR. FIRE RATED
i 2 ANDERSEN FWG /c01o8 GLIDING PATIO DOOR &'-*" W ' ro -8 H
TOTAL
2
FOUNDATION NOTES/LEGEND:
1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS"
BOOKLET NO. 19-_ BY ' ENGINEERING, LLC
DATED AUG!_/2019 FOR ADDITIONAL NOTES AND DETAILS
2) ALL NEW FOUNDATION WALLS SHALL BE DAMP PROOFED
WITH A BITUMINOUS COATING.
3) 6 SQ. FT. OF VENTILATION REQUIRED FOR EVERY
1,50@ SQ. FT. OF BASEMENT AREA.
4) OPENING FOiR UNDER -FLOOR VENTILATION
1 SQ. FT OPENING/150 SQ FT OF CRAWL SPACE AREA
WINDOW SCHEDULE
(WALL
VujI—
QUANTITY IDI LETTER
MANUFACT. MODEL TYPE ROUGH OPENING COMMENTS
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2 A
ANDERSEN TW 2442 DOUBLE HUNG 2 -�0 118' W X 41-4 7/8' H
2 B
ANDERSEN AR251 AWNING . 2 -4 -1/8' W X i -5 1 /2' H
DATE
1 C
ANDERSEN AR251-3 MULLED AWNING SEE SUPPLIER
1112412622
1 D
ANDERSEN TW2442-2 MULLED DOUBLE HUNG SEE SUPPLIER
5 E
ANDERSEN TW24310-2 MULLED DOUBLE HUNG SEE SUPPLIER
CHECKED BY
SCALE
AS SHOWN
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TOTAL
EXTERIORDO® j'��j�Li� �`
_ I SC��✓1il
QUANTITY 10 LETTER MANUFACT. MODEL 1 TYPE ROUGH OPENING COMMENTS
1 1 ANDERSEN 3 -0 Xr'o -8 HINGED INSWING SEE SUPPLIER 1 HR. FIRE RATED
i 2 ANDERSEN FWG /c01o8 GLIDING PATIO DOOR &'-*" W ' ro -8 H
TOTAL
2
FOUNDATION NOTES/LEGEND:
1) SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS"
BOOKLET NO. 19-_ BY ' ENGINEERING, LLC
DATED AUG!_/2019 FOR ADDITIONAL NOTES AND DETAILS
2) ALL NEW FOUNDATION WALLS SHALL BE DAMP PROOFED
WITH A BITUMINOUS COATING.
3) 6 SQ. FT. OF VENTILATION REQUIRED FOR EVERY
1,50@ SQ. FT. OF BASEMENT AREA.
4) OPENING FOiR UNDER -FLOOR VENTILATION
1 SQ. FT OPENING/150 SQ FT OF CRAWL SPACE AREA
DENOTES PROPOSED
- - - - FOUNDATION WALL ATO FOOTING
DENOTES PROPOSED LOW
- - - _ FOUNDATION WALL W/2X6 STUD WALL ATOP
A DENOTES ARCHITECTURAL BUILDING SECTION
S2
2 DENOTES DETAIL IN "STjdUGTURAL ELEMENTS"
ENGwEER BOOKLET BY STRUCTURAL ENGINEER
- -, DENOTES FOUNDATION
(WALL
VujI—
- - -- TO BE DEMOLISHED
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DENOTES EXISTING
FOUNDATION WALL
DENOTES PROPOSED
- - - - FOUNDATION WALL ATO FOOTING
DENOTES PROPOSED LOW
- - - _ FOUNDATION WALL W/2X6 STUD WALL ATOP
A DENOTES ARCHITECTURAL BUILDING SECTION
S2
2 DENOTES DETAIL IN "STjdUGTURAL ELEMENTS"
ENGwEER BOOKLET BY STRUCTURAL ENGINEER
A W LuQ
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COPYRlGHt c 2622 BY ROGKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS DRAWINGS DESIGNS SP GIF1G F '
O >= ATONS'AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROC WOOD DESIGN INC. NOP
ART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OCHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF RO K
� C WOOD DESIGN, INC.. OF
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CL
N2Q=tiG�
o�
DATE
1112412622
DRAWN BY:
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CHECKED BY
SCALE
AS SHOWN
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COPYRlGHt c 2622 BY ROGKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS DRAWINGS DESIGNS SP GIF1G F '
O >= ATONS'AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROC WOOD DESIGN INC. NOP
ART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OCHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF RO K
� C WOOD DESIGN, INC.. OF
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