HomeMy WebLinkAbout10/07/2025 - Elevations, Floor, & Framing Plan - - 1929 SALEM STREET GENERAL NOTES: DAVID CHOI ARCHITECT
A.IT WILL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AND EXECUTE ALL WORK IN STRICT ACCORDANCE WITH
ALL MASSACHUSETTS STATE BUILDING CODE AND,INTERNATIONAL BUILDING CODE AND OTHER REGULATIONS. NIA LIC.#201T9
B.DO NOT SCALE THE DRAWINGS.VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE BEFORE STARTING WORK
AND TO COORDINATE WITH WORK ACCORDINGLY.THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE
ENGINEER AND THE DESIGNER PROMPTLY AND PRIOR TO ANY CONSTRUCTION.CONTRACTOR SHALL PROVIDE IN T:617-834-5090
WRITING TO OWNER,ARCHITECT AND ENGINEER REQUEST FOR ADDITIONAL INFORMATION OF SCOPE OF WORK.IN THE DAVIDC.HOI,RCHITN:CT(&.GNI TI..CC)NI
ABSENCE OF THIS WRITTEN REQUEST,SCOPE OF WORK SHALL BE DETERMINED AS UNDERSTOOD BY CONTRACTOR.
�— General Note
C.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN IN THE CONTRACT DOCUMENTS EXCEPT
WHERE SPECIFICALLY DESIGNATED TO BE DONE BY A SEPARATE SUBCONTRACTOR OR BY A CONTRACTOR WORKINGS-_ DRAWINGS ARE NOT NECESSARILY
DIRECTLY FOR THE OWNER.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF THESE -� TO SCALE:X/X"=1'-O".ALL
CONTRACTORS. -- _- =� DIMENSIONS SHOULD BE VERIFIED
ON SITE.THE CONTRACTOR
D.THE GENERAL CONTRACTOR IS TO DO ALL CUTTING AND PATCHING OF EXISTING FLOOR,WALL,CEILING,ROOFS FOR SHALL VERIFY ALL DIMENSIONS
ANY NEW PLUMBING HVAC,OR ELECTRICAL WORK,EVEN IF THE CUTTING AND PATCHING IS NOT SPECIFICALLY AND SHALL REPORT TO THE
ARCHITECT ANY DISCREPANCIES
IDENTIFIED. i AND/OR VARIANCES TO THOSE
NOTED BEFORE PROCEEDING WITH
E.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING AND SUPERVISING ALL SAFETY _ ANY CONSTRUCTION.
PRECAUTIONS AND PROGRAMS NECESSARY FOR THE COMPLETION OF THE WORK.
F.ALL WORK TO BE CONSIDERED NEW WORK UNLESS INDICATED OTHERWISE.CONTRACTOR SHALL VERIFY WITH NOTE FOR FIRST FLOOR:
OWNER AND ENGINEER SCOPE OF NEW WORK VERSUS EXISTING CONDITION TO REMAIN PRIOR TO COMMENCE OF ��- - CONTRACTOR RESPONSIBLE FOR
WORK.THIS VERIFICATION SHALL BE PROVIDED IN A WRITTEN FORMAT ALONG WITH MARK-UPS ON PLANS - - VERIFYING IN FIELD SUITABILITY OF
" EXISTING FOUNDATION.POOL
G.THE GENERAL CONTRACTOR SHALL FILE FOR AND SECURE ALL APPROVALS.PERMITS AND CERTIFICATES OF a HOUSE WAS BURNED AND OWNER
COMPLIANCE AS REQUIRED AND PAY FOR SUCH FEES. _ ��- INTENDS TO USE THE EXISTING
FOUNDATION IN PLACE.
H.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND THOROUGH CLEAN UP AT THE END OF THE -  IT IS THE RESPONSIBILITY OF THE
PROJECT,AND FOR DAILY CLEAN-UP OF CONSTRUCTION DEBRIS. _ CONTRACTOR TO VERIFY IN FIELD
ALL DIMENSIONS PRIOR TO
CONSTRUCTION.THE
I.THE GENERAL CONTRACTOR IS TO ENSURE WHERE EXISTING CONSTRUCTION IS TO REMAIN,FIRE RESISTIVE - CONTRACTOR SHALL PROVIDE
CONSTRUCTION IS TO BE COMPLETE AND UNINTERRUPTED.GENERAL CONTRACTOR IS TO REPAIR AND PARCH EXITING REQUEST FOR INFORMATION
CONSTRUCTION WITH FIRE RESISTIVE CONSTRUCTION OF SAME OR HIGHER RATING. - (RFI'S)FROM THE ARCHITECT.IF
NO RFI'S ARE ISSUED BY THE
J. HARD WIRED COMBO(SMOKE,HEAT&CO2)DETECTORS TO BE INSTALLED IN THE BUILDING ACCORDING TO THE CONTRACTOR,ALL RESPOSIBILITY
NINTH EDITION OF 780 CMR. FOR MEETING DESIGN INTENT IS
WITH THE CONTRACTOR
K. EXHUST FAN TO BE PROVIDED IN EACH BATHROOM IN ADDITION TO THE WINDOW IN THE EXTERIOR WALL.
L. ALL WINDOW SILLS IN THE SECOND FLOOR ARE LESS THAN 42"HIGH AND CLEAR OPENING OF MORE THAN 24"IN
HEIGHT.
i
i
M. HOME ENERGY RATING SYSTEM(HERS):-ALL EXTERIOR WALLS&CEILING INSULATION RATE ARE R-21.
-ROOF(ATTIC)INSULATION RATE IS R-38
-PREVENTING LEAK IN AIR,HEAT&HVAC SYSTEMS n 3D VIEW(1) n 3D VIEW(2) No. Description Date
-BASEMENT IS HEATED U
ALL WINDOWS ARE DOUBLE-PANE
-WINDOWS,DOORS,APPLIANCES&HEATING SYSTEM ARE ENERGY STAR RATED
STRUCTURAL NOTES:
ALL WORK SHALL CONFORM TO THE LATEST COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE AND THE
INTERNATIONAL BUILDING CODE.
FOUNDATION UNDER THE DECK IS 12"CONCRETE FOOTING&AT LEAST 4'BELOW THE GRADE LEVEL.
ALL WOOD IN CONTACT WITH FOUNDATION IS PRESSURE TREATED.
CONTRACTOR TO USE APPROPRIATE SIMPSON BRACKET TO ATTACH THE DECK AND JOISTS BUTTING THE MAIN BEAMS.
CONTRACTOR TO USE FIRE BLOKING AND BRIDGING WHEREVER IS APPLICABLE.
ALL EXTERIOR WALLS ARE 2X6 WALLS AND ROOF SHEATHING TO BE ATTACHED TO THE FRAMING WITH 8d NAILS @ 6"OC.
AT PANEL EDGES AND 912"OC.FOR THE REST OF THE FRAMING MEMBERS.
ALL FOUNDATIONS SHALL REST ON SOLID BEARING(MIN.CAPACITY 2T/SF).WHERE RESTING ON FILL,SUCH FILL'S
MATERIAL&COMPACTION METHOD SHALL BE AS APPROVED IN WRITING BY THE ENGINEER.NOTIFY THE ENGINEER IF /--1
LESSER CAPACITY MATERIAL IS ENCOUNTERED BEFORE PROCEEDING WITH THE WORK.
ALL WOOD SHALL BE PRESSURE TREATED SELECT STRUCTURAL FOR DECKS/PORCHES AND WHERE INDICATED IN
DRAWINGS.
ALL LOADS AND LOADING CONDITIONS ARE PER IBC 2015
(9TH EDITION OF THE MASSACHUSETTS BUILDING CODE)
LVL BEAMS: FB=2650 PSL
CONCRETE FC 4000 psi
REINFORCEMENT FY 60 KSI \�
ALL DIMENSIONAL LUMBER SHALL BE OF CONSTRUCTION GRADE OR BETTER; u/J
ALL EXPOSED WOOD SHALL BE PRESSURE TREATED; : \
ALL EXPOSED CONNECTORS AND FASTENERS SHALL BE GALVANIZED; \ �I
ALL STRUCTURAL COLUMNS ARE 6X4 PSL OR 3.5"LALLYS,LINO
PROVIDE BRACING OF ALL COLUMNS(STEEL AND TIMBER)AT EACH FLOOR LEVEL. -
USE SIMPSON HURRICANE TIES TO ATTACH ROOF RAFTERS TO THE WALLS.
NAILING AND FASTENING: _ --ALL FASTENERS AND CONNECTORS SHOULD BE GALVANIZED.USE 4"O.C.@EDGES AND 12"O.C.IN FIELD TO ATTACH ALL
FLOOR AND ROOF PLYWOOD AND EXTERIOR SHEATHING.
CONTRACTOR MAY SUBSTITUTE SINGLE LVL BEAMS FOR COMBINATION OF 1.75"PILES.
ALL COMBINED LVL PILES SHALL BE CONNECTED PER MANUFACTURER SPECIFICATION FOR SIDE-LOADED ASSEMBLIES. -1�-
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCY BEFORE PROCEEDING WITH THE WORK. :x (�N
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING&BRACING UNTIL ALL STRUCTURAL WORK IS COMPLETE. n/\
BUILDING ENVELOPE REQUIREMENTS SHOULD BE IN COMPLIANCE WITH MASSACHUSETTS BUILDING CODE 9TH EDITION
780 CMR 13.00(IECC 2015 CHAPTER 5.00) _
COMMON ABBREVIATIONS(NOT LF=LINEAL FEET
ALL ABBREVIATIONS ARE LIES=POUNTS
INCLUDED HEREIN): MA=MASSACHUSETTS \\� -=� �a\\\� ` ��b ATE SCALE.
DEPT.=DEPARTMENT MPH=MILES PER HOUR ' �`"� \ \ " �^ /V D
\ - Y VI� 9/9/24(original) 6"=1'0"
EA=EACH O.C.=ON CENTER ���i ���'\_��'''`��� -�� �i� �i
EQ.=EQUAL PSI=POUNDS PER SQUARE INCH �`�\' \ ' DRAWNIP/7/25 reV1 CHECKED BY
ETR=EXISTING TO REMAIN PSF=POUNTLS PER SQUARE FOOT DC N ISD
EX.=EXISTING SF=SQUARE FEET RIGINAL CONDITIO GEN.=GENERAL TYP.=TYPICAL - y; GAD FILE PROJECTNUMBER
- \ \ V� pp 3D View 1
IBC-INTERNATIONAL BUILDING QNTY-QUANTITY iV 1i 4 1929SALEM
CODE LON=UNLESS OTHERWISE NOTED \ Y
ISD=INSPECTIONAL SERVICES VIE-VERIFY IN FIELD Architect:
DEPARTMENT W. WITH
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ARCHITECTURAL SYMBOLS LEGEND \\. \.
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\\\ \ \ \ \.,\.\\... o\ \\\
SURFACE ORENT LIG T F MOUNTED -�.\ :..-- +.- -
EXTERIOR ELEVATIONS INTERIOR SECTIONS FLUORESCENT LIGHT FIXTURE
DETAIL(MAY NOT APPLY) �\ -
RECESSED INCANDESCENT LIGHT FIXTURE
ELE�/ATI N \\\\ \.._ \.- \\\\\.......\.
COLUMN REFERENCE LINE 'INTERIOR"ELEVATIONS \\�.. ,�\ ,\\\\� .:\. �
SURFACED PENDANT MOUNTED
ROOM NUMBER J WALL SECTION
INCANDESCENT LIGHT FIXTURE
0
O DOOR NUMBER SECTION ORDETAIL o WALL MOUNTED INCANDESCENT <. 1 -- 4 t ��
ISSUE REVISION
LIGHT FIXTURE _
OWINDOW TYPE REFERENCE DETAIL "' LIGHTING TRACK
O
DRAWING WHERE DETAIL IS DRAWN LOUVER TYPE RECESSED INCANDESCENT WALL
a ati-
- �� �� COVER PAGE
WASHER
REVISION REFERENCE 138.8 SPOT ELEVATION 0 EXIT LIGHT
WALL WIDTH
X O PAGING SPEAKER _
PARTITION TYPE
DOOR HEAD/JAMB/SILL DETAIL REF.
ACOUSTICAL TILE CEILING GRID SMOKE OR HEAT DETECTOR
Xo- � t
SPRINKLER HEAD
h PROPOSED ELEVATION
l>' IN ELEVATION OR SECTION A� ACCESS PANEL
CENTER LINE RECESSED FLUORESCENT LIGHT FIXTURE o FIRE EXTINGUISHER
�!FEC FIRE EXTINGUISHER&CABINET
HIDDEN EDGES/PROJECTIONS ABOVE SURFACE OR PENDANT MOUNTED
FLUORESCENT LIGHT FIXTURE RIGINAL CONDITION - ORIGINAL CONDITION ORIGINAL CONDITION
/ ✓- BREAK LINE SUPPLY OR RETURN AIR DIFFUSER OR GRILLE 001
n SYMBOLS
4 -
DAVID CHOI ARCHITECT
DESIGN CRITERIA: REINFORCED CONCRETE NOTES: CONVENTIONAL WOOD FRAMING
NAIL BOISE
1 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 1.ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE ACI 1. ALL SAWN LUMBER FRAMING MEMBERS SHALL BE SPRUCE-PINE-FIR WITH THE RIMBORID TO NIA LIC.E20179
THE MASSACHUSETTS BUILDING CODE 9TH EDITION AND ALL REFERENCED CODES BUILDING CODE AND TO THE INTERNATIONAL BUILDING CODE 2009. FOLLOWING MINIMUM GRADES: JOISTS WITH
ROOF IN CASE OF CONFLICT,THE INTERNATIONAL BUILDING CODE 2009 SHALL GOVERN. A.JOISTS,RAFTERS,SOLID AND BUILT-UP BEAMS,WALL STUDS AND LINTELS;NO.I GRADE. 8d NAIL INTO
LIVE LOAD:BASE SNOW LOAD(Pg)-50 PSF DRIFT 2.ALL CONCRETE SHALL BE CONTROLLED,MIXED AND PLACED UNDER THE B.SILLS AND PLATES;STUD GRADE. EACH FLANGE
WHERE APPLICABLE. SUPERVISION OF AN APPROVED CONCRETE TESTING AGENCY. C.SOLID WOOD POSTS,NO.1 GRADE. T-617-834-5090
FLAT ROOF SNOW LOAD(PF)=50 PSF D.BRIDGING,BLOCKING AND NAILERS:STUD GRADE. DAVIDC.HC)IARC.HITI-,CT(&.GNIATI..CC)Nt
DEAD LOADS FOR NEW CONSTRUCTION 3.ALL CONCRETE EXPOSED TO THE WEATHER SHALL CONTAIN AN AIR
INSULATION 3.0 PSF ENTRAINMENT ADMIXTURE. 2. ALL"MICRO LAM'(ML)MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: General Note
METAL DEC 2.0 PSF 4.UNLESS OTHERWISE NOTED ON PLANS,ALL CONCRETE SHALL BE NORMAL A.E-2,0D0,0DO PSI
FRAMI 3.0 PSF B.Fb 2800 PSI DRAWINGS ARE NOT NECESSARILY
MECH.;LIGHTS;MIS 7.0 PSF WEIGHT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 POUNDS PER
SQUARE INCH AT THE END OF 28 DAYS.CONCRETE SLABS ON GRADE SHALL C.Ft=I B50 PSI TO SCALE:XJX"=V-O".ALL
TOTAL DEAD L 15.0 PSF BE NORMAL WEIGHT AND HAVE MINIMUM COMPRESSIVE STRENGTH OF 4,000 D.Fc(perpendicular)=5DO PSI DIMENSIONS SHOULD BE VERIFIED
P.S.I. E.Fc(parallel)=2700 PSI ON SITE.THE CONTRACTOR
WIND LOAD 113 MPH RISK CAT 1 F.Fv-285 PSI SHALL VERIFY ALL DIMENSIONS
MEAN ROOF HEIGHT 22 FEET 5.CONCRETE QUALITY IN ACCORDANCE WITH THE REQUIREMENTS OF THESE AND SHALL REPORT TO THE
DRAWINGS AND SPECIFICATIONS IS ESSENTIAL TO THE STRUCTURAL
BASIC VELOCITY PRESSURE Pv 23PSF PERFORMANCE OF THIS BUILDING.CONCRETE THAT IS NOT IN ACCORDANCE 3. UNLESS OTHERWISE NOTED,ALL NAILING AND FASTENING SHALL BE IN ACCORDANCE WITH ARCHITECT ANY DISCREPANCIES
WITH THE DRAWINGS AND SPECIFICATIONS WILL NOT BE ACCEPTED. SECTION 2305.2 FASTENING SCHEDULE,MASSACHUSETTS BUILDING CODE. AND/OR VARIANCES TO THOSE
DEFLECTION LIMITS ROOF L/240 LIVE LOAD ONLY 4. WOOD SILLS BENEATH ALL INTERIOR BEARING WALLS AND ALL MEMBERS NOTED BEFORE PROCEEDING WITH
U180 DEAD LOAD+LIVE LOAD 6.CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28 DAY ANY CONSTRUCTION.
COMPRESSIVE STRENGTH(Pc)BEFORE FORMS OR SHORES MAYBE REMOVED: EXPOSED TO WEATHER OR MOISTURE SHALL BE PRESERVATIVE TREATED IN ACCORDANCE RIMBOARD
LINTELS L/600 DEAD LOAD+LIVE LOAD WALLS 40% WITH THE"AMERICAN WOOD PRESERVERS ASSOCIATION,STANDARD Cl".U.O.N.ON DRAWING NOTE FOR FIRST FLOOR
5. ALL STUD WALLS,BEARING AND NON-BEARING,SHALL HAVE ONE ROW OF CONTINUOUS CONTRACTOR RESPONSIBLE FOR
GENERAL NOTES: 7.CONSTRUCTION JOINT LOCATIONS OTHER THAN SHOWN ON THE DRAWINGS ARE 2X SOLID BLOCKING BETWEEN STUDS AT MID-HEIGHT.BLOCKING SIZE TO MATCH STUD SIZE. DIMENSION LUMBER VERIFYING IN FIELD SUITABILITY OF
PERMITTED SUBJECT TO PRIOR APPROVAL OF THE ENGINEER.EXPANSION NOT SUITABLE FOR EXISTING FOUNDATION.POOL
1.THE INTENT OF THE STRUCTURAL DRAWINGS IS TO SHOW THE MAIN JOINT AND CONTROL JOINT LOCATIONS ARE MANDATORY,AS SHOWN. 6. FRAMING MEMBERS SHALL NOT BE NOTCHED,CUT OR ALTERED IN THE FIELD WITHOUT THE RIMBOARD HOUSE WAS BURNED AND OWNER
STRUCTURAL FEATURES AND DESIGN FOR THE COMPLETED PROJECT. SPECIFIC APPROVAL OF THE ENGINEER. USE AS RIM BOARD
8.REINFORCING BARS SHALL CONFORM TO A615 WITH 60,000 PSI YEILD WITH BCI JOISTS INTENDS TO USE THE EXISTING
ARCHITECTURAL DETAILS AND OTHER COMPONENTS THAT MAYBE NECESSARY
TO CONSTRUCT THE PROJECT ARE SHOWN INCIDENTALLY ONLY,AND NOT STRENGTH,AS INDICATED AND SHALL HAVE THE FOLLOWING CONCRETE 7. ALL METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE HOT-DIPPED GALVANIZED METAL FOUNDATION IN PLACE.
COMPLETELY.THEREFORE ALL CONTRACT DRAWINGS AND SPECIFICATIONS COVER,UNLESS NOTED OTHERWISE ON THE DRAWINGS SHAPES AS MANUFACTURED BY"SIMPSON STRONG-TIE COMPANY,INC."AND BE ATTACHED BY IT IS THE RESPONSIBILITY OF THE
MUST BE USED IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS DURING A.SURFACES PLACED IN CONTACT THE GENERAL CONTRACTOR AS PER THE"SIMPSON STRONG-TIE"SPECIFICATION. CONTRACTOR TO VERIFY IN FIELD
ALL PHASES OF CONSTRUCTION.DISCREPANCIES BETWEEN STRUCTURAL WITH THE GROUND.....................Y ALL DIMENSIONS PRIOR TO
DRAWINGS AND ARCHITECTURAL DRAWINGS,IF NOT CLARIFIED IN THE 8. ALL ROOF SHEATHING SHALL BE 5/8 INCH APA RATED PLYWOOD SHEATHING 32/16. CONSTRUCTION.THE
ADDENDA AT THE REQUEST OF THE CONTRACTOR,SHALL BE BROUGHT TO THE B.FORMED SURFACE EXPOSED TO GROUND 2" USE EXPOSURE 1,STRUCTURAL 1,C-D,PANELS,EXCEPT USE EXTERIOR PANELS FOR STARTER CONTRACTOR SHALL PROVIDE
ATTENTION OF THE ARCHITECT DURING CONSTRUCTION FOR CLARIFICATIONS. STRIPS ALONG EAVES AND WHEN LONG CONSTRUCTION DELAYS ARE ANTICIPATED.APPLY PANELS DIMENSION LUMBER NOT REQUEST FOR INFORMATION
THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION IN HIS BID. C.INSIDE FACE OF FORMED WALL..........1 1/2" WITH THE FACE GRAIN PERPENDICULAR TO THE RAFTERS OR TRUSSES AND CONTINUOUS OVER TWO SUITABLE FOR USE AS RIM (RFI-S)FROM THE ARCHITECT.IF
2.THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ALL DISCREPANCIES OR MORE SPANS.INSTALL 2x6 BLOCKING ALONG PANEL ENDS BETWEEN EACH RAFTER OR TRUSS. BOARD WITH BCI JOISTS NO RFI'S ARE ISSUED BY THE
D.WALL PIER TIES......................1 112"
BETWEEN DRAWINGS OF DIFFERENT TRADES,PRIOR TO INITIATION OF ANY WORK. ATTACH PANELS WITH GLUE AND 10d COMMON NAILS AT 6 INCHES ON CENTERAT PANEL EDGES CONTRACTOR,ALL RESPOSIBILITY
3.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF E.SLAB REINFORCING....................3/4" AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FOR MEETING DESIGN INTENT IS
ADJACENT STRUCTURES,PROPERTY AND THE PUBLIC. 9. ALL FLOOR SHEATHING SHALL BE 3/4"APA RATED"STUR-1-FLOOR",24 CC,TONGUE AND GROOVE. WITH THE CONTRACTOR
4.REFER TO ARCHITECTURAL,MECHANICAL,PLUMBING AND ELECTRICAL 9.WELDED WIRE FABRIC WILL CONFORM TO ASTM Al 85;LAP TWO SQUARES AT USE EXPOSURE 1 PANELS,APPLY PANELS WITH THE FACE GRAIN PERPENDICULAR TO THE JOISTS
DRAWINGS FOR VERIFICATION OF LOCATIONS AND DIMENSIONS OF ALL ALL SPLICES AND TIE AT 3 FOOT CENTERS.
CHASES,SLOTS,INSERTS,CURBS,OPENINGS,SLEEVES,ANCHOR BOLTS, OR TRUSSES AND CONTINUOUS OVER TWO OR MORE SPANS.ATTACH PANELS BY GLUE-NAILING
FLOOR PITCHES,ANGLE FRAMES AND ALL OTHER PROJECT REQUIREMENTS NOT 10.PROVIDE CLASS B SPLICE FOR ALL CONTINUOUS REINFORCEMENT,UNLESS AS FOLLOWS:
SHOWN ON STRUCTURAL DRAWINGS. OTHERWISE INDICATED. SOLID
5.WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY 11.PROVIDE BAR SUPPORTS,SPACERS AND ACCESSORIES RECOMMENDED IN THE A.SPREAD GLUE IN ACCORDANCE WITH RECOMMENDATIONS OF GLUE MANUFACTURER AND BLOCK ALL
IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING LOCATION, LATEST ADDITION OF THE ACI DETAILING MANUAL,PUBLICATION SP-66. INDUSTRY PRACTICE. POSTS
SHALL BE INCLUDED. ALL REINFORCEMENT DETAILING,LAP SPLICES AND EMBEDMENT WILL B.STAGGER END JOINTS IN EACH SUCCEEDING ROW,LEAVING 1/8 INCH SPACE BETWEEN FROM SMALL GAP
CONFORM TO THIS MANUAL.ALL ACCESSORIES,SUCH AS SLAB BOLSTERS
ALL END AND END JOINTS,INCLUDING TONGUE AND GROOVE EDGES. ABOVE TO 1/8"MIN No. Description Date
6.DETAILS SHOWN AS TYPICAL ARE APPLICABLE TO ALL SIMILAR CONDITIONS. AND BEAM AND SLAB CHAIRS IN CONTACT WITH EXPOSED SURFACES SHALL BE BEARING 2"MAX
ZING COATED OR PLASTIC TYPE. C.COMPLETE ALL NAILING OF EACH PANEL BEFORE GLUE SETS WITH 6d RING OR SCREW SHANK
7.ALL CONTRACTORS ARE REQUIRED TO EXAMINE THE DRAWINGS AND NAILS AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES AT INTERMEDIATE SUPPORTS. BELOW
SPECIFICATIONS CAREFULLY,VISIT THE SITE AND FULLY INFORM 12.PIPES OR CONDUITS PLACED IN SLABS ON GRADE SHALL NOT BE PLACED
THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS,PRIOR TO CLOSER THAN 3 DIAMETER ON CENTER AND SHALL HAVE AN OUTSIDE 10. ALL EXTERIOR WALL SHEATHING SHALL BE 1/2 INCH APA RATED,EXPOSURE 1,STRUCTURAL 1, _F
SUBMITTING THE PROPOSAL.FAILURE TO VISIT THE SITE AND DIAMETER LESS THAN 1/3 OF THE SLAB THICKNESS.ALUMINUM CONDUITS
FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND SHALL NOT BE PLACED IN CONCRETE. PLYWOOD C-D PANELS.ATTACH PANELS WITH 8d COMMON NAILS @ 4"OC AT PANEL EDGES 2"
LIMITATIONS W I ILL I N N 0 WAY RELI EVE TH E SU CCESS FU L B IDDER F ROM AND 12"OC AT INTERMEDIATE SUPPORTS.ALL PLYWOOD WALL SHEATHING SHALL BE BLOCKED MIN
FURNISHING ANY MATERIALS OR PERFORMING ANY WORK IN ACCORDANCE WITH 13.DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO THE LATEST AT PANEL EDGES 4';
DRAWINGS AND SPECIFICATIONS WITHOUT ADDITIONAL COST TO THE OWNER. EDITION OF ACI 315"MANUAL OF STANDARD PRACTICE FOR DETAILING
B.CONTRACTOR SHALL FIELD MEASURE ALL EXISTING CONDITIONS AND REINFORCED CONRETE STRUCTURES". BELOW TRUSS PLYWOOD SHEATHING SHALL BE 1/2 INCH APA RATED,EXPOSURE 1,TONGUE AND MAX.
COORDINATE THEIR FINDINGS WITH THE NEW WORK. 14.SET AND TIE ALL REINFORCEMENT BEFORE PLACING CONCRETE.SETTING GROOVE PLYWOOD A-C PANELS.ATTACH PANELS WITH I Od COMMON NAILS @ 6"ON CENTER AT TIGHT FIT
DOWELS AND REINFORCEMENT INTO WET CONCRETE IS PROHIBITED. PANEL EDGES AND 1Y OC AT INTERMEDIATE SUPPORTS,ALL BELOW TRUSS SHEATHING SHALL
15.EXPOSED EDGES OF CONCRETE ELEMENTS,SUCH AS PILASTERS,CURBS AND BE BLOCKED AT PANEL EDGES.
SHOP DRAWINGS AND SUBMITTALS EQUIPMENT PADS WILL HAVE 1 INCH CHAMFER. 12. 'BCl/XX"REFERS TO A WOOD I-JOIST MANUFACTURED BY BOISE CASCADE TYPICAL FRAMING DETAIL
16.NOT ALL OPENINGS THROUGH CONCRETE SLABS AND WALLS ARE SHOWN ON BOISE,IDAHO OR APPROVED EQUAL.REFER TO MANUFACTURERS RECOMMENDATIONS REGARDING 12�=1_OrP
STRUCTURAL DRAWINGS.OPENINGS INDICATED,ORANY ADDITIONAL ATTACHMENTS,BRACING,WEB STIFFENERS,BLOCKING,ETC.
OPENINGS OR INSERTS REQUIRED,SHALL BE VERIFIED WITH RESPECTIVE
1.THESE DRAWINGS SHALL BE CHECKED AND COORDINATED WITH OTHER MATERIALS TRADES BEFORE POURING OF CONCRETE. 13. 'TIUBERSTRAND RIM BOARD"REFERS TO A MANUFACTURED WOOD EDGE BEAM,CONTINUOUS STEEL BEAM OR LVL BEAM
AND CONTRACTS BY THE GENERAL CONTRACTOR AND SHOP AND SUBMITTALSHAL
BEAR THE CONTRACTOR'S REVIEW STAMP WITH THE CHECKER'S INITIALS BEFORE 17.USE NON-SHRINK,NON-METALLIC GROUT,WHERE INDICATED.SEE SECTION BLOCKING OR LINTEL AS MANUFACTURED BY TRUSS JOIST MACMILLAN,BOISE,IDAHO OR N
BEING SUBMITTED TO THE ARCHITECT FOR APPROVAL. 033DD,CAST-IN-PLACE CONCRETE OF THE SPECIFICATIONS FOR ALL THE APPROVED EQUAL WITH THE FOLLOWING MINIMUM PROPERTIES.
REQUIREMENTS. ROOF OR FLOOR
A.E=1,3DO,ODO PSI. (3.5"O.D.)
2.WHEN THE FABRICATOR HAS BEEN AUTHORIZED TO USE THE ARCHITECTS AND 18.FLOOR SLOPES WILL BEAN INTEGRAL PART OF STRUCTURAL SLABS. B.Fb-1,700 PSI. -COL LALLY, �4
ENGINEERS DRAWINGS AS ERECTION DRAWINGS,THE FABRICATOR MUST REMOVE SEPERATE CONCRETE FILL IS NOT PERMITTED UNLESS SPECIFICALLY
ALL TITLE BLOCKS,PROFESSIONAL SEALS AND ANY OTHER REFERENCES TO THE INDICATED ON THE STRUCTURAL DRAWINGS.CONCRETE CAST ON SLOPED C.Fv=400 PSI. 1"THICK CAP W13116"ALL ROUND FILLET WELD
ARCHITECT AND ENGINEER FROM THAT ERECTION DRAWINGS. SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND CONTINUE Co
MONOLITHICALLY TOWARD THE HIGHER ELEVATIONS UNTIL THE INTENDED D.Fc I=6BD PSI. PLATE WIDTH 3/4"DIA.HOLES FOR
3.WHERE DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION COULD EFFECT POUR IS COMPLETED. E.VERTICAL LOAD TRANSFER CAPACITY 3450 PLF(-4"THICK). MANUF.RECOMMENDED RIM TO 5/8"DIA.A325
THE NEW CONSTRUCTION,IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE FIELD 19.SEE ARCHITECTURAL DRAWINGS FOR FINISHES,DEPRESSIONS,REGLETS, BOARD MATCH BEAM
MEASUREMENTS IN TIME FOR THEIR INCORPORATION IN THE SHOP DRAWINNGS NOTCHES AND OTHER ARCHITECTURAL FEATURES. FLANGE BOLTS W.WASHER
20.SETANCHOR BOLTS AND EMBEDDED PLATES REQUIRED FOR CONNECTION OF CONT 2-2x4 (LCOL&FTG @ STEEL BEAM;
WORK BY OTHERS. TOP PLATE AT LVL LOCATIONS,PROVIDE 518"
21.PROVIDE CONCRETE PADS FOR MECHANICAL EQUIPMENT ACCORDING TO THE DIA.A307 LAG BOLTS
REQUIREMENTS OF THE MANUFACTURER AND IN ACCORDANCE WITH THE
TYPICAL DETAILS.ALWAYS PROVIDE MINIMUM REINFORCEMENT FOR PADS,
UNLESS NOTED OTHERWISE.COORDINATE LOCATIONS WITH MECHANICAL EXTERIOR 2.STUDS 16"O.C.
DRAWINGS. VENEER ZIP PLYWOOD
22.NO CONCRETE SHALL BE CAST BEFORE REVIEW AND APPROVAL OF THE
REINFORCING AND EMBEDDED ITEMS HAVE BEEN OBTAINED FROM THE
ARCHITECT.
TYPICAL �4
12�=1_,�TRUCTURAL NOTES 2x STUDS 16"O.C. Z
ZIP SHEATHING PLYWOOD 1 THICK (D
BASEPLATE BASE PL
GROUT U
TISL P�
TOP OF STRUCTURAL FLOOR
rTOP, LVL BEAM PRIER FF SEE PLAN
OR F76-1 MIN 4000 PSI CONCRETE C)
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ANCHOR
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BOLTS 5/8"DIAMETER OR 4!TYP
STEEL COL.BASE PLATE iB6�
SHEATHING W/3/4"THICK GROUT&5/8"DIAMETER# E H WAY
EXTERIOR MANUF.RECOMMENDED RIM SIMPSON'CC/ECC' I'll ill
TICK BASEPLATE
WALL BOARD COLUMN CAP SERIES WOOD POST HILTI KWIK BOLTS DATE SCALE
BELOW (3.5"O.D.) 9/9/24(original) As indicated
-COL LALLY, DRAWNIP/7/25 revl CHECKED BY
W/3/16"ALL ROUND FILLET WELD DC NISD
END POST DETAIL @LVL 3/4"DIA.HOLES FOR CAD FILE PROJECT NUMBER
ED) TYPICAL INTERIOR FOOTING DETAIL 5/8"DIA.HILTI KWIK 1929SALEM
2x STUDS 16"O.C. OBEAM REQUIRED BOLTS(4"EMBED)
ZIP SHEATHING PLYWOOD PROVIDE 1"GROUT Architect:
BELOW BASE PLATE;
AT LVL LOCATIONS,PROVIDE 5/8"DIA.A307 LAG
SHEATHING BOLTS F4 0.A,,S$
2
OR RIMBOARD 0-
CLOSURE REFER TO MANUF.RECOMMENDATIONS FOR 4 PLIES OF LVL 00
REFER TO MANUF.RECOMMENDATIONS FOR 4 PLIES OF LVL LO
WOOD POST CD
ABOVE 3-34"OTHRU-BOLTS STRAP PER CODE LVL BEAM 17
? 4�BO E
V
BCI JOIST EACH SIDE OF HANGER IF TOP PLATE IS NOT ENG JOIST LO
C14
I CONTINOUS OVER HANGER 0 BLOCKING INVERTED SIMPSON
COLUMN CAP'CCIECC' HEADER RED ARCV
REQUIRED LVL LVL BEAM
SERIES
FO ® LVL
CANTILEVE LVL BEAM OR
LVL BEAM HEADER
ISSUE REVISION
x
o NOTE:
WEB STIFFENER 2 ROWS OF 16d NAILS @12"OC FOR 9Y2"LVL TYPICAL
(PREORDER)SIMPSON
_TT' AT HANGER BOTH 3 ROWS OF 16d NAILS @12"OC FOR 117/8"LVL
WOOD POST SIMPSON'CCIECC' LVL BEAM HGLTV HANGERS TYP SIDES TYP
BELOW COLUMN CAP SERIES SEE PLANS FOR SIZE TRIMMERS 2 ROWS OF y2"O BOLTS @24"OC FOR 14"LVL(SIDE LOAD) FRAMING
3 ROWS OF X 1"0 BOLTS @24"OC FOR 16"&18"LVL
CENTER BEARING DETAIL LVL BEAM DETAIL 3 ROWS OF%d NAILS @12"OC FOR UP TO 16"LVL(TOP LOAD) DETAILS
@LVL(REQUIRED) LVL INTERSECTION END BEARING DETAIL @LVL @ENG.JOIST (TYPICAL UNLESS OTHERWISE NOTED)
CANTILEVER DETAIL ISOMETRIC 0- MULTIPLE LVL NAILING&BOLTING SHEET 1 OF 2
SCALE PATTERN(UP TO 3 PILES)
o 2 W.=F�A 1 TING DETAILS 1 0 02
DAVID CHOI ARCHITECT
NIA LIC.#20179
,---STUD WALL NON-BEARING PARTITION T-617-834-5090
NON-BEARING PARTITION REFER TO __2x6 PLATE BOLTED RAFTER SEE PLAN DAVIDC.HC)I,RCHITI,,CT(&.GNIATI..CONI
NAILING _2x6 PLATE BOLTED TO BLOCKING
SEE GENERAL NOTES f SCHEID.TYP. TO EACH JOIST RIM JOIST--, General Note
SEE N AW
TO SCALE:Xjx"=V-O".ALL
GLUE&NAIL I I DIMENSIONS SHOULD BE VERIFIED
ON SITE.THE CONTRACTOR
T&G OSB GLUE&NAIL GENERAL NOTES DRAWINGS ARE NOT NECESSARILY
FLOOR JOIST SEE PLAN T&G OSB
GIL Tf ::IE@ EACH RAFTER
SHALL VERIFY ALL DIMENSIONS
2x1O BLOCKING AND SHALL REPORT TO THE
10 RAFTERS FIRST 3 BAYS (2)2x TOP PLATE ARCHITECT ANY DISCREPANCIES
ABOVE JOISTS 2x RAFTERS SEE PLAN AND/OR VARIANCES TO THOSE
NOTED BEFORE PROCEEDING WITH
2x4 WOOD ABOVE BLOCKING ANY CONSTRUCTION.
BLOCKING WOOD FLOOR JOISTS WALL COVERING MATERIAL
SHALL BE OVERLAPPED AS
@ 32 OC PLAN PLAN SECTION
SHOWN FOR EASY NAILING. NOTE FOR FIRST FLOOR
(NAILING NOT SHOWN FOR RAFTERS PARALLEL TO CEILING JOISTS RAFTERS PERPENDICULAR TO JOISTS RAFTERS CONNECTION DETAILS CONTRACTOR RESPONSIBLE FOR
PROVIDE SIMPSON'ST C' PROVIDE SIMPSON CLARITY)TYP. VERIFYING IN FIELD SUITABILITY OF
ST C'CLIPS @ EACH EXISTING FOUNDATION.POOL
CONT TOP PLATE CLIP @ BLOCKING CONT.TOP PLATE JOIST HOUSE WAS BURNED AND OWNER
INTENDS TO USE THE EXISTING
2-2x6 TOP PLATE 2-24 TOP PLATE FOUNDATION IN PLACE.
STUD WALL NON-BEARING PARTITION J_ IT IS THE RESPONSIBILITY OF THE
-I—NON-BEARING PARTITION SINGLE STUD MAY BE USED CONTRACTOR TO VERIFY IN FIELD
AT NON-BEARING WALLS ONLY ALL DIMENSIONS PRIOR TO
TYPICAL FRAMING AT NON-BEARING PARTITIONS TYPICAL FRAMING AT NON-BEARING PARTITIONS CONSTRUCTION.THE
CONTRACTOR SHALL PROVIDE
PARALLEL TO FRAMING PERPENDICULAR TO FRAMING REQUEST FOR INFORMATION
TYPICAL PLAN DETAILS
(REFER TO ARCH DWGS FOR WALL LOCATIONS) (REFER TO ARCH DVVGS FOR WALL LOCATIONS) (RFI-S)FROM THE ARCHITECT.IF
z Z NO RFI'S ARE ISSUED BY THE
2E CONTRACTOR,ALL RESPOSIBILITY
c p FOR MEETING DESIGN INTENT IS
BEAM SPLICE WITH THE CONTRACTOR
HEADER SEE SCHEDULE
AT COL. 3-2x BLOCKING AS REQ. FLOOR JOIST SEE PLAN u) OR NOTES
CENTERLINE2 HEADER SEE SCHEDULE 0
y OR NOTES z
2�
nx I-, m PROVIDE DE 1 JACK
PROVIDE 1 JACK STUD MIN.
L.V.L.BM,SEESTUDS MIN.EA.
PLAN EA.SIDE OPNG. u)
3-2x10 P.T. (D SIDE OF OPNG. w CD
< (D z No. Description Date
CANT.AT BALCONY z
OPEN x6 SILL
HEADER SCHEDULE(U.N.O.) w 2-2 SILL
BEARINGIIVALLS
H KING STUDS TRIMMER OPNG.WIDTH HDR.DEPT OPEN
T-6 OR LESS 6 2-24 1-2x6 �_BLOCK JOIST EACH SIDE AT HANGER 3'-6"TO 6-F 6' 3-2x6 1-2x6
SIMPSON'CC' 6'-6"TO F-F SEE PLAN 5-24 2-2x8 JOIST HANGER Lt
COLUMN CAP T-F TO 16-0" SEE PLAN 7-2x6 3-2X8
NON-BEARING 0LLS
OPNG.WIDTH HDR.DEPTH KING STUDS TRIMMER SECTION 2-2x6 SOLE PLATE 2-2x6 SOLE PLATE
WOOD POST 4'-0 OR LESS 6 2-24 1-2x6 SCAEL 3/4"=V-0" TREATED TREATED
REFER TO 4 4 TO T-6' 6 3-24 1-2x6 HORIZ BLOCKING
PLAN T-6 TO 10-T 10' 5-24 2-2X6 WHERE REQUIRED TYP.WINDOW OPENING TYPICAL DOOR FRAMING
10-070 14q 12' 6-2x6 3-2x6
TYPICAL WOOD POST TO I�51/2"'1 1
EXT.SHEATHING INT.WALL FINISH 2x6 STUD WALL
BEAM CONNECTION DETAIL
HEADER SEE GENERAL NOTES
INSULATION 4"PLYWOOD T&G OSB GLUE&NAIL
EXTERIOR HEADER DETAIL CONT.RIM BOARD HORIZBLOCKJNG—\
OR EQUAL RIM BOARD WHERE REQUIRED
SHEATHING SEE
ARCH. WOOD FLOOR
FLOOR SHEATHING EXTERIOR SHEATHING JOIST SEE PLAN
B
SEE GENERAL NOTES
SEE GENERAL NOTES
---BLOCKING AT 32"o.c.
CONT.RIM BOARD
OR EQUAL RIM BOARD j�
CONT.2-2x6
TOP
P P4
GWD
2x CONT TOP PLATE HORIZ BLOCKING__7Z V/\-
P�
PROVIDE SOLID BLOCKING WHERE REQUIRED
TO MATCH POST ABOVE AT SHEATHING SEE
FLOOR JOIST
IF ALL POSTED OCATION TYP. ARCH. SEE PLAN
TYPICAL SECTION AT EXTERIOR WALL CONT 2-2 6
TOP PLATE
L
SECTION EXTERIOR SHEATHING
AEL 34-l'-T SEE ARCH.
TABLE R602.10.1.2(,r
TYPICAL POST DETAIL BRACING REQUIREMENTS BASED ON WIND SPEED 'C HORIZ BLOCKING DATE SCALE
(as a tunction of braced wall line spacing) WHERE REQUIRED 9/9/24(original) 3/4" V-011
EXPOSURE CATEGORY B.34 FT MEAN ROOF HEIGHT.
10 FT EAVE TO R DGE HEIGHT. DRAWNIP/7/25 revl CHECKED BY
IS FT WALL HEIGHT. MINIMUM TOTAL LENGTH ll-H OF BRACED WALL PANELS REQUIRED ALONG TYPICAL SECTION AT EXTERIOR WALL DC
2 BRACED WALL LINES EACH BRACED WALL LINE NISD
TABLE R602AG.2
CAD FILE PROJECT NUMBER
Methods DW8_ INTERMITTENT BRACING METHODS
BwkId Speed Alley Braced Wall Lm Method GB WSP.SFR PCP. ceoth—
hutis 1929SALEM
ph� I-seation S,—,.g deetl Method uw (double st Hps.�, st—ming METHOD MATERIAL MINIMUM THICKNESS FIGURE CONNECTION CRITERIA 2 SECTION
SCAEL:3/4'z1'-0`
10 �,5 3,5 10 L5 Architect:
f, o�LIB [_,-m hlac-m� "chldh-
�n_mmul-_
2x6STUDS f
mm,'11,
[[E�BORE60%�MAX.)TOAT2ASTUDS�TDAT 1, ilal
-0 50 45 ma OF A%
-,lrk 2
DOUBLE STUDS(BEARING OR NOT-BEARING) 40 115 115 6�J 5 $4
0 Is,0
Do,B Dm�ona!"A N
8.0 (N
50 14j) 14,0 NcOl To
31p`OR 5Y," 16,5 611 160 to
10 6r5 &5 10 CN
No�20179
BORE40%(IMAX.)1yoAT2x4STUDS�'(DAT26 i 2 BOS10K MA
12" STUDS -10 115 11,5 is Si LO
Fo, C14
1""n'! T 4hi�R10''0,
(11 165 165 9,v D AiRk&0
NIN� NOTCH 25%(MAX),a"O AT2A STUDS�`O AT 85l I
k-ph 40 211 R1,112
2x6STUDS I-_"5 10 5
NOTE 26.5
89 1 1 '6 w,50 5 1�'o A
BEARING STUDS PROVIDE SIMPSON HSS2 60 ili ,1,5 18,0 154
%
STUD SHOE AT ALL STUD P A., 55 4r5 _0N ISSUE REVISION
312"OR5�" NOTCHES
_—BORE60%(UW NOTCH AND BORING NOT TO OCCUR IN NP 10.0 8,5
TOAT2ASTUDS�'DAT
wo
C,
THE NP
2ASTUDS METHOD WS,
IN) SAME STUD LINE NP ilo I 8,f) I
x W_
NOTCH 40%(MAX)1yo AT 2A STUDS>'O AT
NP 39,0 —- 19,0 TYPICAL
2x6STUDS V, i
10 NIP 46S 26,5
NON-BEARING STUDS 10 _0 2D
FRAMING
40 31
TYPICAL CUTTING AND BORING STUD DETAIL `0 i 95 55 5A) DETAILS
P 4 1i 0 1 I-s T5 6.0
W.=F�A 0 155 J5,5 9.0 7.5 1 FRAMING DETAILS 2 SHEET 2 OF 2
60 1115 Q,o
10
F_ TO 4,0 003
DAVID CHOI ARCHITECT
NIA LIC.#201 T9
16'-9 1/4" 'T:617-534-5090
UNDERPIN FOUNDATION AND FOOTING ENTIRE PERIMETER OF EX.SLAB ON GRADE DAVIDCHolaxcHrrxCT(&.G IATI..CC)NI
OR REMOVE SLAB IN ITS ENTIRETY AND REINSTALL FOUNDATION General Note
DRAWINGS ARE NOT NECESSARILY
TO SCALE:X/X"=1'-0".ALL
DIMENSIONS SHOULD BE VERIFIED
Y of ON SITE.THE CONTRACTOR
f— SHALL VERIFY ALL DIMENSIONS
AND SHALL REPORT TO THE
o ARCHITECT ANY DISCREPANCIES
AND/OR VARIANCES TO THOSE
NOTED BEFORE PROCEEDING WITH
ANY CONSTRUCTION.
NOTE FOR FIRST FLOOR:
CONTRACTOR RESPONSIBLE FOR
VERIFYING IN FIELD SUITABILITY OF
EXISTING FOUNDATION.POOL
HOUSE WAS BURNED AND OWNER
5/8" VERIFY IN FIELD RIDGE LINE 1 O'-8" 91-11" CL 11'-3" INTENDS TO USE THE EXISTING
Lo FOUNDATION IN PLACE.
VERIFY IN FIELD RIDGE LINE41 IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY IN FIELD
_3'0" _ _ 3'0" _ _ �C ALL DIMENSIONS PRIOR TO
CONSTRUCTION.THE
CONTRACTOR SHALL PROVIDE
\ \ ME
REQUEST FOR INFORMATION
— (RFI'S)FROM THE ARCHITECT.IF
o NO TRA ARE ISSUED S THE
\ \ N CONTRACTOR,ALL N INTENT
I T IS
FOR MEETING DESIGN INTENT IS
WITH THE CONTRACTOR
0
w
So
o cf
-'° UU- — CO
in � o �t 6'-10" 3��0�� T
M FOOTINGS
No. Description Date
N \ � D\b
3'0" @
w \\\
(E o
Cx
- 2'-1 1/4"
C
'j N
-7 - F-4 � �,
6xi Ct
r� ct�
FOUNDATION PLAN �4
4"CONC.SLAB OVER VAPOR BARRIER
n4@16°o.c.vERT UNDERPINNING GENERAL NOTES
"4 S.O.G. 1�
GRADE 1.AREAS TO BE UNDERPINNED HAVE BEEN NOTED ON THE DRAWINGS.EXCAVATION F1
vERIFY ADJACENT TO AN EXISTING STRUCTURE SHALL NOT EXTEND BELOW THE
EL VARIES 2p5 CONT TBB TYP.
BOTTOM OF AN EXISTING STRUCTURE BY MORE THAN 1 UNIT VERTICALLY FOR EVERY ,may
TWO UNITS OF HORIZONTAL DISTANCE FROM THE EXISTING STRUCTURE.
ASSUM CO ED EXISTING REINFORCEMENT @
RNERs 2.IF IT BECOMES NECESSARY FOR THE DEPTH OF THE EXCAVATION TO EXCEED
/ THESE RESTRICTIONS IN AREAS WHERE UNDERPINNING IS NOT INDICATED,
uNDISTURBEDSOIL \ CONTRACTOR SHALL CEASE WORK IN THE IMMEDIATE AREA BEFORE EXTENDING
6°MIN.COMPACTED 6RI11LAR FILL DEEPER THAN THE RESTRICTIONS ALLOW AND NOTIFY ARCHITECT.WORK IN
UF THE AFFECTED AREA SHALL NOT RECOMMENCE UNTIL CONTRACTOR HAS OBTAINED
SEE UNDERPINNING NOTES a4@t6'O.C.VERT WRITTEN DIRECTION FROM THE ARCHITECT.
u524"O.C. 3.AREAS TO BE UNDERPINNED SHALL BE PROTECTED FROM THE WEATHER AT ALL DATE SCALE.
TIMES DURING UNDERPINNING 0 OPERATIONS.PERIMETERS OF EXCAVATIONS 9/9/24(original) As indicated
t6�� TYPICAL WALL REINFORCING DETAIL SHALL BE TEMPORARILY BERMED TO PREVENT SURFACE WATER RUNOFF FROM �if1
V ENTERING EXCAVATION.GROUNDWATER SHALL BE REMOVED. DRAWN tlY/7/25 feV1 CHECKED BY
4.UNDERPINNING SHALL BE DONE IN SHORT SEGMENTS WITH LENGTHS NOT TO Author Checker
EXCEED 4 FEET.
k4@I3'O.C.VERT 5.WORK ON EACH SEGMENT SHALL BE COMPLETED PRIOR TO MOVING ON TO THE CAD FILE PROJECT NUMBER
u5@24"O.c. NOTE BROOM E(2)CONTINUOUS
NTINA Oo w5REnRvoT TOP AND ADJACENT SEGMENTS.WHERE MORE THAN ONE SEGMENT IS TO BE WORKED ON AT 1929SALEM
07Tens cONT rae rvP. (21GONTINFFOUNDREBARA LLSAN FOOTINGS
THE SAME TIME,SEGMENTS SHALL BE SEPARATED BY AT LEAST TWO TIMES THE 1-•-.
BACKFILLTO FINISH GRADE LENGTH OF THE LONGER SEGMENT.
WITH FILTER FABRIC �� 6.CONCRETE PORTIONS OF UNDERPINNING SHALL BE KEPT 3 INCHES BELOW THE °-�" Architect:
CONCRETE FOUND4TION WALL_\ }f
BOTTOM OF THE EXISTING STRUCTURE TO ALLOW FOR THE INSTALLATION OF # C''i t i'.
DRYPACKED NON-SHRINK GROUT. h 1 Y tX OFI ttgSS cG
7.CONCRETE PORTION OF THE UNDERPINNING SHALL BE ALLOWED TO CURE AT 1' T
LEAST SEVEN DAYS PRIOR TO THE INSTALLATION OF THE DRYPACKED NONSHRINK11r a �Y` z P�`4 rho rsc 0
395 CONT TYP. DAMPPROOFING AT CONC.WALL
GROUT BETWEEN THE TOP OF THE TOP OF THE CONCRETE PORTION AND THE
Foundaton Insulation: C o BOTTOM OF THE EXISTING STRUCTURE. , P r M
R7 5 min continuous 8.WORK ON AN ADJACENT SEGMENT SHALL NOT BEGIN UNTIL THE CONCRETE N'20179 y
insulation PORTION OF THE SEGMENT HAS BEEN ALLOWED TO CURE FOR AT LEAST 3 DAYS AND '> .p 80510t6 11R N
-SEE PLAN FOR THE NON-SHRINK GROUT HAS BEEN ALLOWED TO CURE FOR AT LEAST 24 HOURS. Fc, �,�` N
FOOTING SIZE FOUNDATION DRAIN WRAPPED S 0 0 _ COMPRESSIVE STRENGTH OF ALL MATERIALS SHALL HAVE ATTAINED A tFR£D AIR' O
TYPICAL FOUNDATION WALL DETAIL III MINIMUM OF 1800 PSI. \
- BADCKRING ALL FACE OF EXCARPINNING VATION.IF BAACK ACEE SHALL BE TAKEN OF EXCAVATION IS EXT TO TENDED
TENND DPLACE THE
BEYOND THE BACK OF THE EXISTING FOOTING,WHERE PRESENT,EXISTING SLAB-ON-
GRADE ABOVE THE AFFECTED AREA SHALL BE ASSUMED TO BE UNDERMINED ISSUE REVISION
SHALL BE REMOVED AND REPLACED AFTER NEW COMPACTED STRUCTURAL FILL
HAS BEEN PLACED FROM THE TOP OF THE UNDERPINNING TO THE BOTTOM
OF THE SLAB,AT CONTRACTOR'S COST.
10.IF EXISTING SOIL CONDITIONS ARE NOT SUITABLE TO ALLOW FOR THE
INSTALLATION OF THE FULL HEIGHT OF THE UNDERPINNING IN A SINGLE PIECE, O D w//"\`I
T I O
SEGMENT
SHALL BE DIVIDED INTO VERTICAL SECTIONS AND INSTALLED IN SEVERAL LIFTS OF
UNDERPINNING.
UNDERPIN FOUNDATION DETAIL
3/4"=1'-0"
FND1
DAVID CHOI ARCHITECT
201
CIA LIC.#20179
SEE FOUNDATION PLAN FOR GRID DIMENSIONS
T:617-534-5090
D AVID C.HOI,RCHITt~:CT(&.0:vI 1TI..CC)NI
General Note
NORTH DRAWINGS ARE NOT NECESSARILY
TO SCALE:X/X"=V-0".ALL
DIMENSIONS SHOULD BE VERIFIED
ON SITE.THE CONTRACTOR
UTILITY CLOSET SHALL VERIFY ALL DIMENSIONS
--a�-it--iF-a 0' S' 1�, AND SHALL REPORT TO THE
R- ------- ---- ARCHITECT ANY DISCREPANCIES
EXISTING 48'-7"VERIFY IN FIELD EX.MAIN HOUSE NOT IN SCOPE AND/OR VARIANCES TO THOSE
NOT BEFORE PROCEEDING WITH
ANY CONSTRUCTION.
-------------------
NOTE FOR FIRST FLOOR:
❑ CONTRACTOR RESPONSIBLE FOR
VERIFYING IN FIELD SUITABILITY OF
1/2 BAT EXISTING FOUNDATION.POOL
o ❑ HOUSE WAS BURNED AND OWNER
Asphalt Shingle Roofing INTENDS TO USE THE EXISTING
EXISTING COLUMNS,NOT IN SCOPE, g g� FOUNDATION IN PLACE.
o ❑ UTILITIES/MEC ° o s' REMAIN AS IS Roof Insulation:
w Closed cell spray CIT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY IN FIELD
w d foam,R50REQ.8Y H OR
ALL DIMENSIONS PRIOR TO
3 CONSTRUCTION.THE
CD D I CONTRACTOR SHALL PROVIDE
Q Co 3 ❑ ZIP Sheathing extended
K 3 REQUEST FOR INFORMATION
Q w i _ �'_ ,;,- _ - Alum.Drip Edge (RFI'S)FROM THE ARCHITECT F
O _ _ _ _ _ ❑
Ili w PVC soffit board NO RFI'S ARE ISSUED BY THE
LL CONTRACTOR,ALL RESPOSIBILITY
FOR MEETING DESIGN INTENT IS
CE z EXTERIOR FINISH WITH THE CONTRACTOR
9'-11" CE 10'-7 3/4" LL SYSTEM
w
WALL INSULATION
in
FORMED CASING AROUND FURRING AS REQUIRED FOR GYPSUM CEILING
N WINDOWS AND DOORS
GARAGE z WINDOW HEADER
o No. Description Date
O LLuu FINISH GRADE WOOD WINDOW CASING
❑ J
o_
w o_
TYP.OF 6 LALLY POSTS WITH FOOTINGS
Q w FORMED CASING AROUND
O z WINDOWS AND DOORS
3
EXTERIOR FINISH _
s SYSTEM
CLOSE• II II II II II II II II UP,C0/s, WALL INSULATION
H
Wall Insulation:
R25 OR AS REQUIRED BY i
HERS RATER(S)
O 31'-9 3/8"
FLOOR INSULATION R30
SHEATHING OR AS REQ.BY HERS RATER(S)
K
O ❑
� WEATHER i
❑w a 4 201 BARRIER
C7 �
O
of
O 15-6 3/4"
DOUBLE TOP PLATES,TYPICAL
FIRE BLOCKING r r
TYPICAL
n DETAILS
F
�4 � � �� �
1 P4
201 EXISTING POOL
NOTIN SCOPE PROVIDE ALUM.FLASHING ^,
c
\ DATE SCALE.
L 2X_P.T.JOISTS GARAGE IF UNCONDITIONED 9/9/24(original) As indicated
PROVIDE PT FRAMING AND GALV. f1/]/25 reV1
CONNECTORS DRAWN�i P CHECKED BY
DC NISD
GAD FILE PROJECT NUMBER
MOISTURE RESISTENT GYP CEILING 1929SALEM
WALLS PAINTED
Architect:
4 tX OF kgSSt 22
NOTE FOR FIRST FLOOR:CO
NTRACTORco
RESPONSIBLE FOR VERIFYING IN FIELD U—N«2017s N
SUITABILITY OF EXISTING FOUNDATION.
POOL HOUSE WAS BURNED AND OWNER A�LcSFR cr N
FAN exhaust fan at bathrooms INTENDS TO USE THE EXISTING
heat detectors in FOUNDATION IN PLACE ISSUE REVISION
kitchen/garage
smoke and OR co combo EX.CONC.SLAB
detectors WHERE OCCURS,INTERIOR SIDE /��FLOOR
SLOPE AWAY 1/4"TO 12" �
all devices to be hard-wired TOWARDS EXTERIOR 'I
FOR GARAGE
PLAN
EXISTING
SECTION AT WALL-ROOF AND GRADING
1FIRST FLOOR WALL-EXISTING FOUNDATION
1/4"=1'-0=1'-0" �1"=1'-0" ANCHOR BOLTS
PT PLATES 101
SIDING vstack vstack DAVID CHOI ARCHITECT
WEATHER SHEILD
0
METAL FLASHING - NILILIC.#20179
WASHERS ALLOW FOR DRAINAGE
SEAL--,zz,-, r I
O �n
T-61"-834-.5090
5/8"DIA THRU BOLTS 32"OC
STAGGERED Dr1VIDC;HOI,RCHITI~:CT�C:v(1I]�.CO:vL
OR LAG SCREWS IF APPROVED General Note
BYINSPECTORS o
DRAWINGS ARE NOT NECESSARILY
EXISTING BREEZEWAY ROOF TO REMAIN AS IS TO SCALE:XJX"=1'-0".ALL
`n DIMENSIONS SHOULD BE VERIFIED
ON SITE.THE CONTRACTOR
SHALL VERIFY ALL DIMENSIONS
ZIP SHEATHING
AND SHALL REPORT TO THE
o ARCHITECT ANY DISCREPANCIES
TREATED LUMBER AND/OR VARIANCES TO THOSE
NOTED BEFORE PROCEEDING WITH
C ANY CONSTRUCTION.
TJ NOTE FOR FIRST FLOOR:
SECTION AT LEDGER 1 a CONTRACTOR RESPONSIBLE FOR
— — — m VERIFYING IN FIELD SUITABILITY OF
EXISTING FOUNDATION.POOL
HOUSE WAS BURNED AND OWNER
N INTENDS TO USE THE EXISTING
TOP RAIL
REQUIRED
RESISTANCE OF FOUNDATION IN PLACE.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY IN FIELD
LATERAL FORCE
ALL DIMENSIONS PRIOR TO
TOP OF GUARDRAIL
CONSTRUCTION.THE
OL CONTRACTOR SHALL PROVIDE
— — — — — — 111 REQUEST FOR INFORMATION
4"/1'-0" — (RFI'S)FROM THE ARCHITECT.IF
M • NO RFI'S ARE ISSUED BY THE
CONTRACTOR,ALL RESPOSIBILITY
FOR MEETING DESIGN INTENT IS
in WITH THE CONTRACTOR
BALLUSTRADES
ATTACHED TO
BACKER RODS
AS REQUIRED
4"SQUARE
POSTS SEE
ARCH.ELEVATIONS 42" No. Description Date
FOR SPACING BETWEEN POSTS MIN.
MAX.4'-0"
34'-0"
BOTTOM
BOARD
ANCHORED
TO POST
MAX.4"
ABOVE 1.5"
'TOP OF DECKING
(2)5/8"DIA.
THRU-BOLTS _
STAGGERED
RIM JOISTS MIN. W
X 1 V SEE PLANS n ROO1/4"F
12'6" _
10"MAX
S.S.BRACKETS
8 MAX
5-4 WOOD TREAD
W.RADIUSED NOSING DECK SLIDING GLASS DOOR aO
o� L3�
5-4 WOOD RISER
TEMPERED GLASS 44
9'-10 1/4" �4
P.T.2X KICKTOE
w
WITH( Y2)5/8"DIA.3"EMBED o o � r ,
ON CENTER 12" ��
� �
�
�
CONCRETE SLAB° ° �� 4°a FLASHING FAN EXISTING ROOF NOT IN SCOPE P
� cL �
21,_0„ CL
POST,SEE PLAN IVING/KITCHEN o/s- m
DATE SCALE.
POST BASE FOR SIZES "' — CL 9/9/24(original) As indicated
By SIMPSONSTRONG TIES m 13'-10 1/4" DRAWN�i P/7/25 reel CHECKED BY
— — — DC NISD
CAD FILE PROJECT NUMBER
PAN Y 1929SALEM
FAN exhaust fan at bathrooms FINISH GRADE ° _. _.
EXPOSURE TIED ON SITE BY CONSTRUCTION _ 'co/5/5
Architect:
MANAGER R OO CLOSE
1` 14'-D" 14'-4" heat detectors in tX of yq
T kitchen/garage =3�,4�y`g 0.Cy$
4cyc d
' BEDROOM �js, smoke and OR co combo i''F�, o
2'-1 3/4" detectors ^' ':� -y Mo
N 24179
all devices to be hard-wired LO
175SF �� �o� LO
N
° �fFR£D ARG��t o
�O/S N
(4) #4 REBARS o 4 FEET
\
UXO ISSUE REVISION
#4 DOWELS
31'-10"
2nd FLOOR
PER MANUF. AND ROOF
°a a
(4)#5 REBARS
NORTH PLANS
24"x24"Blk FOOT
(4)#5 REBARS SPREAD FOOTING
— — — — 0' — 5' — 10,
3 DETAILS FOR DECK 1 SECOND FLOOR 102
1'=1'-0" 1/4"=1'-0" CW X. V (U
Energy Star Window Schedule-provide window quote for architect's review DAVID CHOI ARCHITECT
Level Type Mark Family and Type Description Sill Height Comments NIA LIC.#20179
FIRST FLOOR DH Double Hung with Triml:36"x 60" MARVIN ESSENTIAL 2--0"
FIRST FLOOR DH Double Hung with Trim,:36"x 60"_MARVIN ESSENTIAL Z-0" EXTERIOR MATERUAL NOTES SIMILAR FOR ALL ELEVATIONS T-617-834-5090
SECOND FLOOR DH Double Hung with Trinnl:36"x 60" MARVIN ESSENTIAL 2--V EGRESS DAVIDC.HC)IARC.HITI-,CT(&.GNIATI..CONI
SECOND FLOOR DH Double Hung with Trinnl:36"x 60" MARVIN ESSENTIAL 2-0" EGRESS
SECOND FLOOR CH Double Hung with Triml:36"x 60" MARVIN ESSENTIAL 2--0" EGRESS General Note
SECOND FLOOR DH Double Hung with Triml:36"x 60" MARVIN ESSENTIAL 2--0" EGRESS 0. 5' 10, DRAWINGS ARE NOT NECESSARILY
SECOND FLOOR DH Double Hung with Trinnl:36"x 60" MARVIN ESSENTIAL 2--0" EGRESS TO SCALE:XJX"=V-O".ALL
DIMENSIONS SHOULD BE VERIFIED
SECOND FLOOR DH2 Double Hung with Trim:24"x 48" MARVIN ESSENTIAL T-9" TEMPERED GRAPHIC SCALE ON SITE.THE CONTRACTOR
SECOND FLOOR DH2 Double Hung with Trim:24"x 48" MARVIN ESSENTIAL 3--9" KITCHEN,TEMPERED SHALL VERIFY ALL DIMENSIONS
SECOND FLOOR FX Fixed with Trim:36"x 24" MARVIN ESSENTIAL 9-6" AND SHALL REPORT TO THE
SECOND FLOOR FX Fixed with Trim:36"x 24" MARVIN ESSENTIAL 5--6" ARCHITECT ANY DISCREPANCIES
AND/OR VARIANCES TO THOSE
Grand total:11 NOTED BEFORE PROCEEDING WITH
NOTE FOR FIRST FLOOR
—————— ——————— —N� TOP OF ROOF CONTRACTOR RESPONSIBLE FOR
TYP. 24- 0- VERIFYING IN FIELD SUITABILITY OF
EXISTING FOUNDATION.POOL
EAVE HOUSE WAS BURNED AND OWNER
GUTTER 71,0, S HALT SHINGLE ROOFING INTENDS TO USE THE EXISTING
DOWNSPOUTS FOUNDATION IN PLACE.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY IN FIELD
ALL DIMENSIONS PRIOR TO
CONSTRUCTION.THE
ATTIC LEVEL
8" CONTRACTOR SHALL PROVIDE
REQUEST FOR INFORMATION
0'-6 RF' FROM M THE ARCHITECT.F
ASPHALT SHINGLE NO RFI'S ARE ISSUED BY THE
SLOPED ROOF CONTRACTOR,ALL RESPOSIBILITY
FOR MEETING DESIGN INTENT IS
1[No Slope]����� DH DH DH WITH THE CONTRACTOR
HEADER SEE FRAMING PLAN,BEHIND
SHEATHING AND SIDING A EX.
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9 WAY
0" HARDEPLANKS OR E
-
SECOND FLOOR No. Description Date
9'-4"
1:11:1 EEI El El El
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DOORS
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V')0, o" N M-/01-011
T-011 9.011 91-0.. FOUNDATION EXISTING,REPAIR AND RESTORE AS
;j REQUIRED
EL
EVATION ELEVATION
SOUTHWEST SOUTHEAST
01 5.
10,
U V X.X W
GRAPHIC S)ZE X.jo R S
T FTOP OF ROOF
249P 09 24'-0"
Ell P4
7,O, ASPHALT SHINGLE ROOFING
P�
ATTIC LEVEL —————— ATTIC LEVEL
181-81, 1 18-8. 1 TEMPERED AT KITCHEN
H H
CHI DH
DATE SCALE
9/9/24(original) 1/4"=V-0"
FF D IP/7/25 rev1 CHECKED BY
EX.BREEZEWAY DC NISD
CAD FILE PROJECT NUMBER
1929SALEM
SECOND FLOOR SE
COND FLOOR
9'-4" HARDEPLANKS OR EQ --Nrchitect:
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ELEVATION N�RTHEAST r2-�ELEVATION NORTHWEST
1/4"=V-011 1/4"=V-0"
THIS ELEVATION SHEET AND WINDOW SCHEDULE HAVE BEEN PROVIDED AS BASIS
OF DESIGN.OWNER AND CONSTRUCTION MANAGER(CM FOR PROJECT)ARE
RESPONSIBLE FOR PROCUREMENT OF FINAL ORDER QUOTE FROM QUALIFIED
WINDOW SUPPLIER.THE FINAL WINDOW SHOP DRAWINGS AND WINDOW ORDER
SHALL BE SUBMITTED TO ARCHITECT FOR FINAL REVIEW PRIOR TO PURCHASE AND
CONSTRUCTUON 201
DAVID CHOI ARCHITECT
SHEET NOTES:1.ALL EXTERIOR WALLS 2X6 16"O.C.FRAMING
WITH ZIP SHEATHING �I z�<:.#2 L,9
2.ALL INTERIOR WALLS 2X4 16"O.C.UNLESS OTHERWISE NOTED \ 18"DIA.SONOTUBES WITH FOOTINGS
3.ALL EXTERIOR EXPOSED FRAMING MEMBERS PRESSURE 6X6 PRESSURE TREATED POSTS TYP. DAVI(-.HCI,
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FOR TREATED(P.T.)GALV.CONNECTORS V SEESHENINGSLND003FORHESS THAN 5 EA General Note
SEE SHEET 002 AND 003 FOR HEADER SCHEDULE
4.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DRAWINGS ARE NOT ARILY
TO SCALE:X/X"=1'-0""..ALL ALL
REVIEW ALL SHEETS RELATED TO Y -- - ------- ONSIT 1°NB SHOTRACT VERIFIED
______= ON SITE.THE CONTRACTOR
SHALL VERIFY ALL DIMENSIONS
RECONSTRUCTION OF THIS POOL HOUSE AND CONTACT THE
AND SHALL REPORT TO THE
ARCHITECT SHOULD FIELD CONDITIONS OR
ARCHITECT ANY DISCREPANCIES
AND/OR VARIANCES TO THOSE
ANY OTHER DISCREPANCIES ARE NOTED PRIOR TO ORDERING ANY CONSTRUCTION.
ION.PROCEEDING WITH
ANY CONSTRUCTION.
MATERIALS AND CONSTRUCTING
NOTE FOR FIRST FLOOR:
CONTRACTOR RESPONSIBLE FOR
I I I ISUITABILITY VER FY NG N F FIELD OF
EXISTING FOUNDATION.P L
S G00
ORIGINAL COL.LINE
HOUSE WAS BURNED AND OWNER
I EXISTING INTENDS TO USE THE EX ST NG
I I FOUNDATION N PLACE.
- - - - -WWW - - IT I THE RESPONSIBILITY F THE
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WITH THE CONTRACTOR
CONTRACTOR TO VERIFY
HEADER 4X6PSLPOSTS FASTEN
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SET 4X6 PSL POSTS LVL HEADER PROVIDE 6'-9"MIN.HEAD CLEARANCE LVL HEADER Z
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GARAGE DOOR ROUGH OPENING FRAMING KING POST AND JACK OSTS KING POST AND JACK w
POSTS N >
FOUNDATION WALL SIMPSON ? DATE SCALE.
CONNECTORS,TYP. a 9/9/�i2f41(original) As indicated
w DRAWN tlY/7/25 revl CHECKED BY
LALLY POST BELOW
US
NISD
GAD FILE PROJECT NUMBER
]L]L L]L]L L TI�L IL L]L]L]L �]� 1929SALEM
— — —
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SHEAR WALL DETAIL AT GARAGE SIMPSON HTT4 SIMPSON HD5 JOIST ABOVE v ,
DOORS SLIDERS i
U 3/4"=1'0" SEE ROOF FRAMING PLAN OR KING POST _W+ FLOOR
THIS FRAMING LAYOUT HAS BEEN PROVIDED AS BASIS OF DESIGN.OWNER AND
CONSTRUCTION MANAGER(CM FOR PROJECT)ARE RESPONSIBLE FOR U SECOND FLOOR FRAMING FRAMING
PROCUREMENT OF FINAL LAYOUT OF FRAMING DESIGN PLANS STAMPED BY 1/4"=1'-0"
STRUCTURAL P.E.FROM QUALIFIED LUMBER SUPPLIER.THE FINAL FRAMING DESIGN ra m e 1
SHALL BE SUBMITTED TO ARCHITECT AND ARCHITECT'S STRUCTURAL ENGINEERING
CONSULTANT FOR FINAL REVIEW PRIOR TO CONSTRUCTUON ---------------
DAVID CHOI ARCHITECT
SHEET NOTES:1.ALL EXTERIOR
WALLS 2X6 16"O.C.FRAMING WITH
ZIP SHEATHING
2.ALL INTERIOR WALLS 2X4 16"O.C. U � T.61T-g3HsoIo
� Dr1VIDC;HOIARCHITI~:CT(&.C:v(117..(;ONL
UNLESS OTHERWISE NOTED General Note
3.ALL EXTERIOR EXPOSED FRAMING DRAWINGS ARE NOT".ALL ARILY
w
�,F TO SCALE:X/X"=1'-0 ALL
MEMBERS PRESSURE TREATED P.T. DIMENSIONS SHO VERIFIED
( ) I g l I I I I I I I I I I I I I I I I I I I I ON SITE.THE CON TRACTTRACT OR
GALV.CONNECTORS J
p l SHALL VERIFY ALL DIMENSIONS
U AND SHALL REPORT TO THE
4.IT IS THE RESPONSIBILITY OF THE ARCHITECT ANY S TO THO QIES
I N'i Al VARIANCES TO THOSE
GENERAL CONTRACTOR TO REVIEW ANY CONSTRUCTION.
PROCEEDING WITH
ALL SHEETS RELATED TO I I I 2 x112 sPF NQ.1i/NQ12 @ 16°oc ANY CONSTRUCTION.
J I I
RECONSTRUCTION OF THIS POOL NOTE FOR FIRST FLOOR
® I I I I I I I I I I I I I I I I I I CONTRACTOR RESPONSIBLE FOR
HOUSE AND CONTACT THE E RIDGE BEAM:2 iece s 1 3/4"x 14"2.0E Microllam®LVL VERIFYING IN FIELD ON.PO SUITABILITY OF
2 P () EXISTING FOUNDATION.POOL
ARCHITECT SHOULD FIELD U HOUSE SBURNED AND OWNER
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114'-3" FOUNDATION IN PLACE.
CONDITIONS OR LU 32X4) 'S TYP. IT IS THE RESPONSIBILITY OF THE
ANY OTHER DISCREPANCIES ARE � � CON TRACTOR TO VERIFY IN FIELD
O N
ALL DIMENSIONS PRIOR TO
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of CONTRACTOR SHALL PROVIDE
NOTED PRIOR TO ORDERING Z
REQUEST FOR INFORMATION
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O ICI X CONTRACTOR,ALL RESPOSIBILITY
LL FOR MEETING DESIGN INTENT IS
d�M WITH THE CONTRACTOR
(n w
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M No. Description Date
ROOF FRAMING NOTES:
1.PROVIDE ALL GALV.PRODUCTS
2.PROVIDE HURRICANE TIES AT
ENDS OF ALL ROOF RAFTERS
3.PROVIDE SIMPSON CO.JOIST
HANGERS AT ALL FLOOR JOISTS
AND RAFTERS
HURRICANE TIES
AT TOP PLATE REFER TO SHEETS 002 AND 003 FOR MORE N
OF NEW 2X6 WALL CONSTRUCTION
TYPICAL STANDARD FRAMING INFORMATION i 4
TYPICAL
Z
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— RIM\— S DRAWN
DC NISD
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THIS FRAMING LAYOUT HAS BEEN PROVIDED AS BASIS OF DESIGN.OWNER AND
CONSTRUCTION MANAGER(CM FOR PROJECT)ARE RESPONSIBLE FOR
PROCUREMENT OF FINAL LAYOUT OF FRAMING DESIGN PLANS STAMPED BY
STRUCTURAL P.E.FROM QUALIFIED LUMBER SUPPLIER.THE FINAL FRAMING DESIGN — — — — — — — — rame2_
SHALL BE SUBMITTED TO ARCHITECT AND ARCHITECT'S STRUCTURAL ENGINEERING
CONSULTANT FOR FINAL REVIEW PRIOR TO CONSTRUCTUON