Panorama Estates · 2018-07-08 · 6. Sole plate to joist or blocking 11. Blocking between joist or rafters to top plate 14. Continuous header, two pieces 19. Rafter to plate (See

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates

Deck and Stair Repair &

Reskin

502-544 Superior Street

Colorado Springs, CO

80904

BID SET 9/8/2017

JBP

JRW

170305X

10

BID SET ROOFS 1/10/2018

For Constr. 6/29/2018

-- --

-- --

6/29/2018

GENERAL NOTES

AND DETAILS

S1

1

DESIGN CRITERIA

BUILDING CODE: 2009 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC) WITH ASCE7-05 DESIGN PROCEDURES

AND APPLICABLE LOCAL AMENDMENTS. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE

APPLICABLE REQUIREMENTS THEREIN. THESE CONSTRUCTION DOCUMENTS WERE PREPARED BY RIVET ENGINEERING

GROUP, LLC ACTING AS THE ENGINEER OF RECORD FOR THE REPAIR PROJECT.

THE PROJECT CONSTITUTES A REPAIR UNDER THE CURRENT BUILDING CODE. THIS PROPERTY WAS ORIGINALLY

CONSTRUCTED UNDER A PREVIOUS BUILDING CODE AND MUST CONFORM TO THE MINIMUM STANDARDS OF THAT

CODE. NEW CONSTRUCTION MUST CONFORM TO THE CURRENT BUILDING CODE.

ROOF SNOW LOAD = 30 PSF ROOF DEAD LOAD = 15 PSF TOTAL

FLOOR LIVE LOAD = 40 PSF DECK DEAD LOAD = 10 PSF TOTAL

BASIC WIND SPEED = 100 MPH (3-SECOND GUST) EXPOSURE CATEGORY = C

SOIL SITE CLASS = D SEISMIC DESIGN CATEGORY = B

FROST DEPTH = 30 INCHES BELOW GRADE

GENERAL CONSTRUCTION NOTES

A. THE FOLLOWING GENERAL REQUIREMENTS FOR MATERIALS AND WORKMANSHIP APPLY UNLESS NOTED OTHERWISE

ON THESE DRAWINGS OR SUBSEQUENT DOCUMENTS ISSUED BY ENGINEER.

B. SEE ASSOCIATED SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING MATERIALS USED.

C. PRODUCT SUBSTITUTIONS OR CHANGES TO THESE DOCUMENTS MUST BE APPROVED BY THE ENGINEER. DEVIATIONS

FROM THESE DRAWINGS DOES NOT IMPLY ACCEPTANCE BY ENGINEER.

D. PERIODIC CONSTRUCTION OBSERVATIONS BY ENGINEER DO NOT NECESSARILY CONSTITUTE "SPECIAL INSPECTIONS"

NOR DO THEY NECESSARILY MEET THE BUILDING DEPARTMENT'S REQUIREMENTS FOR INSPECTIONS. CONTRACTOR

SHALL BE RESPONSIBLE FOR RECEIVING AND PASSING THE INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT.

E. THESE DRAWINGS INDICATE THE COMPLETED STRUCTURE WITH THE ELEMENTS IN THEIR FINAL POSITION. THE

CONTRACTOR SHALL ASSEMBLE THE VARIOUS ELEMENTS, IN THE PROPER SEQUENCE, WITH ADEQUATE SHORING AND

BRACING DURING CONSTRUCTION TO ACHIEVE THE FINAL CONDITIONS DETAILED ON THESE DOCUMENTS.

F. SHOP DRAWINGS SUBMITTED TO ENGINEER ARE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN SHOWN

HEREIN. ENGINEER IS NOT RESPONSIBLE FOR CHECKING QUANTITIES, DIMENSIONS, OR COORDINATING SHOP

DRAWINGS WITH OTHER TRADES.

G. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS. COORDINATE WITH EXISTING CONDITIONS AND OTHER

PROJECT DOCUMENTS (IF ANY) FOR DIMENSION VERIFICATION.

H. DIMENSIONS INDICATED FOR EXISTING CONDITIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION BY

CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION OF NEW MATERIALS.

I. GENERAL CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR

THIS PROJECT. NOTIFY ENGINEER OF OMISSIONS, CONFLICTS, OR DISCREPANCIES BETWEEN THESE DRAWINGS AND

THE DRAWINGS (IF ANY) FOR OTHER TRADES OR EXISTING CONDITIONS. COORDINATE REQUIREMENTS FOR

MECHANICAL / ELECTRICAL / PLUMBING / HVAC OR OTHER PENETRATIONS THROUGH STRUCTURAL MEMBERS WITH

ENGINEER PRIOR TO INSTALLATION. ENGINEER ASSUMES NO LIABILITY FOR JOBSITE SAFETY.

J. DETAILS FOR CONDITIONS NOT SPECIFICALLY SHOWN ON THESE DRAWINGS SHALL BE CONSTRUCTED IN A MANNER

SIMILAR TO THE DETAILS THAT ARE SHOWN FOR LIKE CONDITIONS. CONDITIONS THAT MAY NOT BE ADEQUATELY

DETAILED SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR REVIEW AND CLARIFICATION PRIOR TO

CONSTRUCTION.

K. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ENGINEER TO SCHEDULE SITE OBSERVATION VISITS DURING

CONSTRUCTION. ENGINEER RESERVES THE RIGHT TO PERFORM OBSERVATIONS OF THE ONGOING CONSTRUCTION

ACTIVITY FOR PURPOSES OF VERIFICATION AND DOCUMENTATION. THESE DRAWINGS MAY BE REVISED BY ENGINEER

VIA SUPPLEMENTAL DOCUMENTS AS NEEDED DURING CONSTRUCTION PENDING FURTHER OBSERVATION AND FIELD

VERIFICATION OF EXISTING CONDITIONS.

L. DESPITE SIGNIFICANT EFFORTS TO PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS,

DISCREPANCIES OR OMISSIONS MAY OCCUR. RELEASE OF THESE DRAWINGS ANTICIPATES COOPERATION AND

CONTINUED COMMUNICATION BETWEEN THE ENGINEER, THE CONTRACTOR, AND THE OWNER TO ACHIEVE

SUCCESSFUL COMPLETION OF THE PROJECT. THESE DRAWINGS HAVE BEEN PREPARED FOR USE BY A QUALIFIED

CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED HEREIN.

FOUNDATION DESIGN PARAMETERS

A. THE FOLLOWING PRESUMPTIVE SOIL PARAMETERS MUST BE VERIFIED BY A GEOTECHNICAL ENGINEER AT TIME OF

EXCAVATION. A COPY OF THE GEOTECHNICAL ENGINEER'S FINDINGS SHALL BE PROVIDED TO STRUCTURAL ENGINEER

FOR RE-EVALUATION OF THE FOUNDATION DESIGN PRIOR TO PLACING CONCRETE. A COPY OF ANY SUBSEQUENT

RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER SHALL BE PROVIDED TO STRUCTURAL ENGINEER PRIOR TO

PLACING CONCRETE OR BACKFILL.

ALLOWABLE SOIL BEARING PRESSURE = 1,500PSF MINIMUM DEAD LOAD = 0 PSF

B. FOUNDATION EXCAVATIONS SHALL BE OBSERVED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.

C. A COPY OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS SHALL BE PROVIDED TO THE ENGINEER FOR

RE-EVALUATION OF THE FOUNDATION DESIGN.

D. FOOTINGS SHALL BEAR BELOW FROST DEPTH ON NATURAL UNDISTURBED SOIL, OR COMPACTED FILL, PER THE

RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.

CONCRETE REQUIREMENTS

A. CONCRETE DESIGN IS BASED ON THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318) AS

ADOPTED BY CHAPTER 19 OF THE IBC.

B. CONCRETE INDICATED ON THESE DRAWINGS SHALL BE CONSTRUCTED AS FOLLOWS WITH NORMAL-WEIGHT

(NOT LIGHT-WEIGHT) AGGREGATE AS FOLLOWS:

C. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS PREPARED BY BATCH PLANT ENGINEER FOR REVIEW PRIOR TO

CONSTRUCTION.

D. ADMIXTURES CONTAINING CHLORIDE SALTS ARE UNACCEPTABLE. NO FLY ASH ADDITIVES MAY BE USED IN

FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. FLY ASH SHALL BE LIMITED TO 10% OF CEMENTITIOUS

MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT.

E. CONTRACTOR SHALL SUBMIT BATCH PLANT TICKETS DOCUMENTING THEIR DELIVERIES TO JOB-SITE WITHIN 14 DAYS

OF PLACING CONCRETE.

F. COLD WEATHER / HOT WEATHER CONCRETING PROCEDURES SHALL BE IMPLEMENTED BY CONTRACTOR AS NEEDED

PER THE RECOMMENDATIONS OF THE ACI "MANUAL OF CONCRETE PRACTICE."

G. MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE.

H. PROVIDE

3

4

" CHAMFER AT EXPOSED EDGES AND CORNERS.

REINFORCING STEEL REQUIREMENTS

A. DETAILING, FABRICATION, AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI'S "MANUAL OF

CONCRETE PRACTICE"

B. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

C. #6 AND SMALLER BARS SHALL BE OVERLAPPED AT LEAST 36 BAR DIAMETERS AT SPLICES. BARS SHALL BE IN

PHYSICAL CONTACT AT SPLICES.

D. DO NOT USE MECHANICAL / WELDED SPLICES.

E. WELDED WIRE FABRIC (WWF) SHALL COMPLY WITH ASTM A-185. LAP WWF SHEETS A MINIMUM OF ONE FULL MESH

PLUS 2". LAPS SHALL BE TIED TOGETHER.

F. CONCRETE COVERAGE FOR REINFORCING STEEL SHALL BE AS FOLLOWS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"

CONCRETE EXPOSED TO EARTH OR WEATHER: #5 AND SMALLER = 1

1

2

" #6 OR LARGER = 2"

CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS, AND JOISTS (#11 OR SMALLER) =

3

4

"

BEAMS AND COLUMNS = 1

1

2

"

CONCRETE MIX REQUIREMENTS MATRIX

LOCATION / USE

W/C

RATIO

(MAX)

28-DAY

STRENGTH,

F'c (MIN)

AGG.

SIZE

(MAX)

SLUMP

CEMENT

TYPE

AIR

CONTENT

ADMIXTURES

ACI

DURABILITY

NOTES

EXTERIOR SLAB ON

GRADE (SIDEWALK)

0.45

4,500psi 3/4"

3" - 5"

I / II

5% - 8%

N/AF2, S1, W1, C2

FOUNDATIONS:

FOOTINGS, PIERS,

AND WALLS

0.4

5,000psi 3/4"

3" - 5"

I / II

5% - 8%

N/A F3, S1, W1, C2

ANCHORAGE TO CURED CONCRETE REQUIREMENTS

A. EPOXY ANCHORS FOR CONCRETE SHALL BE “HILTI” HY-200 OR “SIMPSON” SET XP HIGH STRENGTH ANCHORING

ADHESIVE OR OTHER EQUIVALENT PRODUCT PRE-APPROVED BY ENGINEER.

B. STEEL ANCHOR RODS FOR EPOXIED ANCHORS SHALL BE GALVANIZED ASTM F1554 GRADE 36 OR 55. GALVANIZED

ASTM A36 ANCHORS ARE ALSO ACCEPTABLE.

C. MECHANICAL ANCHORS FOR CONCRETE SHALL BE "HILTI" KWIK BOLT 3, "SIMPSON" TITEN HD ANCHORS, "REDHEAD"

TRUBOLT ANCHORS, OR OTHER EQUIVALENT PRODUCT PRE-APPROVED BY ENGINEER.

A.B. = ANCHOR BOLT

ADJ. = ADJUSTABLE

A.F.F. = ABOVE FINISH FLOOR

A.F.G. = ABOVE FINISH GRADE

ALT. = ALTERNATE

ANCH. = ANCHOR

APPROX. = APPROXIMATELY

ARCH. = ARCHITECT

BD. = BOARD

BLDG. = BUILDING

BLKG. = BLOCKING

BM. = BEAM

BOT. = BOTTOM

B.O.W. = BOTTOM OF WALL

BRG. = BEARING

CANT. = CANTILEVER

C.J. = CONTROL JOINT

℄ = CENTER LINE

CLG. = CEILNG

CLR. = CLEAR/CLEARANCE

CMU = CONCRETE MASONRY UNIT

COL. = COLUMN

CONC. = CONCRETE

CONN. = CONNECTION

CONT. = CONTINUOUS

CONST. = CONSTRUCTION

C.U. = CODE UPGRADE

DBL. = DOUBLE

DIAG. = DIAGONAL

DIAM. = DIAMETER

DIMS. = DIMENSIONS

D&R = DETACH AND RESET

D.R. = DECAY RESISTANT

DTL. = DETAIL

DWG. = DRAWING

DWL. = DOWEL

(E) = EXISTING

EA. = EACH

E.J. = EXPANSION JOINT

ELEV. = ELEVATION

ENGR. = ENGINEER

EQ. = EQUAL

EQUIV. = EQUIVALENT

EXIST. = EXISTING

EXP. = EXPANSION

EXT. = EXTERIOR

FDN. = FOUNDATION

FLR. = FLOOR

FTG. = FOOTING

GA. = GUAGE (METAL)

GALV. = GALVANIZED

GEN. = GENERAL

G.L. = GLUE-LAM

GYP. = GYPSUM/GYPCRETE

HDR. = HEADER

HORIZ. = HORIZONTAL

HSS = HOLLOW STRUCTURAL STEEL

HT. = HEIGHT

IBC = INTERNATIONAL BUILDING CODE

ICF = INSULATED CONCRETE FORM

IRC = INTERNATIONAL RESIDENTIAL CODE

INSUL. = INSULATION

INT. = INTERIOR

INV. = INVERTED

J = JAMB STUD

JST. = JOIST

K = KING STUD

LAM = LAMINATED

LLH = LONG LEG HORIZONTAL

LLV = LONG LEG VERTICAL

LOC. = LOCATION

LONG. = LONGITUDINAL

LSL = LAMINATED STRAND LUMBER

LTWT. = LIGHTWEIGHT

LVL = LAMINATED VENEER LUMBER

MAS. = MASONRY

MAT. = MATERIAL

MFR. = MANUFACTURER

MAX. = MAXIMUM

MECH. = MECHANCIAL

MIN. = MINIMUM

M.R.B. = MOISTURE RESISTANT BARRIER

(N) = NEW

NOM. = NOMINAL

N.T.S. = NOT TO SCALE

O.A. = ON CENTER

O.H. = OPPOSITE HAND

OPNG. = OPENING

OSB = ORIENTED STRAND BOARD

PEN. = PENETRATION

⅊ = PROPERTY LINE

P.T. = PRESSURE TREATED

RAD. = RADIUS

REC. = RECOMMENDATION

REINF. = REINFORCEMENT

REQ'D. = REQUIRED

REQ'S. = REQUIREMENTS

RET. = RETAINING

R&R = REMOVE AND REPLACE

SIM. = SIMILAR

SQ. = SQUARE

STD. = STANDARD

STL. = STEEL

STRUC. = STRUCTURAL

T = TRIM STUD

T&B = TOP AND BOTTOM

T&G = TONGUE AND GROOVE

THRU = THROUGH

T.O.F. = TOP OF FOOTING

T.O.S. = TOP OF STEEL

T.O.W. = TOP OF WALL

TYP. = TYPICAL

U.N.O. = UNLESS NOTED OTHERWISE

VERT. = VERTICAL

V.I.F. = VERIFY IN FIELD

w/ = WITH

W.R.B. = WATER RESISTANT BARRIER

W.W.F. = WELDED WIRE FABRIC

ABBREVIATION LIST

2. Common or box nails are permitted to be used except where otherwise stated.

1. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails.

NOTES:

Sole plate to joist or blocking at braced

wall panel

6. Sole plate to joist or blocking

11. Blocking between joist or rafters

to top plate

14. Continuous header, two pieces

19. Rafter to plate

(See Section 2308.10.1, Table 2308.10.1)

13. Top plates, laps and intersections

29. Joist to band joist

2. Bridging to joist

7. Top plate to stud

9. Double Studs

Double top plates

1. Joist to sill or girder

8. Stud to sole plate

10. Double top plates

12. Rim joist to top plate

16. Continuous header to stud

23. Built-up corner studs

CONNECTION TYPE

braced wall panels

16" o.c. along edge

FASTENING

4 - 8d common

16d common

16d common

3" x 0.131" nail

2 - 8d common

2 - 3" x 0.131" nail

3 - 8d common

3 - 3" x 0.131" nail

3 - 16d per 16"

(4)-3" x 0.131" nail per 16"

16d at 16" o.c.

3" x 0.131" nail at 8" o.c.

2 - 16d common

3 - 3" x 0.131" nail

16d at 24" o.c.

3" x 0.131" nail at 8" o.c.

4 - 8d common

4 - 3" x 0.131" nail

2 - 16d common

3 - 3" x 0.131" nail

8d at 6" o.c.

3" x 0.131" nail at 6" o.c.

3 - 8d common

3 - 3" x 0.131" nail

16d at 16" o.c.

3" x 0.131" nail at 12" o.c.

8 - 16d common

12 - 3" x 0.131" nail

3 - 8d common

3 - 3" x 0.131" nail

2 - 16d common

3 - 3" x 0.131" nail

3 - 16d common

5 - 3" x 0.131" nail

face nail

toenail

toenail

face nail

toenail

toenail

24" o.c.

16" o.c.

toenail

end nail

toenail

face nail

end nail

lap splice

toenail each end

typical face nail

typical face nail

*THIS IS AN ABRIDGED SCHEDULE. SEE IBC TABLE 2304.10.1 FOR FULL SCHEDULE

NAILING SCHEDULE - ABRIGED*

STRUCTURAL WOOD FRAMING REQUIREMENTS

A. WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "NATIONAL DESIGN SPECIFICATION

FOR WOOD CONSTRUCTION" (NDS)

B. SAWN LUMBER FOR STRUCTURAL FRAMING SHALL COMPLY WITH THE GRADING RULES OF THE WESTERN WOOD

PRODUCTS ASSOCIATION (WWPA) OR THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB).

C. MAXIMUM MOISTURE CONTENT AT TIME OF INSTALL IS 19%.

D. LUMBER PRODUCTS SHALL BEAR THE GRADE STAMP OF AN APPROVED LUMBER GRADING AGENCY.

E. WOOD FRAMING MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH #2

GRADE OR BETTER.

F. 2x AND 4x FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH #2 GRADE OR BETTER.

G. 6x AND WIDER FRAMING MEMBERS, INCLUDING BEAMS AND POSTS, SHALL BE DOUGLAS-FIR #1 GRADE OR BETTER.

H. BUILT-UP POSTS AND STUDPACKS SHALL CONSIST OF INDIVIDUAL STUDS NAILED TOGETHER WITH (2) ROWS OF 10d

NAILS @ 8"O.C. ALONG EACH STUD.

I. PROVIDE SOLID BLOCKING OR FRAMING BELOW POSTS, STUDPACKS, AND BEAM BEARING LOCATIONS CONTINUOUSLY

DOWN TO FOUNDATION OR TRANSFER BEAMS INDICATED ON THE PLANS. BLOCKING SIZE SHALL MATCH THE SIZE OF

THE POST, STUDPACK, OR BEAM BEARING AREA. SINGLE TRIM STUDS DO NOT REQUIRE CONTINUOUS BLOCKING.

MULTIPLE TRIM STUDS REQUIRE CONTINUOUS BLOCKING.

J. BUILT-UP BEAMS SHALL CONSIST OF INDIVIDUAL MEMBERS NAILED TOGETHER WITH (2) ROWS OF 10d NAILS @

12"O.C. OR BOLTED TOGETHER WITH (2) ROWS OF

1

2

"∅ BOLTS SPACED AT 24"O.C. UNLESS NOTED OTHERWISE.

K. WOOD BEAMS BEARING IN A BEAM POCKET AT CONCRETE WALLS SHALL BEAR ON 6,000PSI NON-SHRINK GROUT AND

A PRESSURE TREATED 2x6 BEARING BLOCK. PROVIDE

1

2

" CLEARANCE BETWEEN THE END OF THE WOOD BEAM AND

THE CONCRETE SURFACE. BLOCK OR SHIM THE SIDES OF THE WOOD BEAM WITH PRESSURE TREATED MATERIAL FOR

LATERAL SUPPORT OF THE BEAM.

L. MINIMUM NAILING SCHEDULES SHALL BE PER THE 2015 IBC TABLE 2304.10.1

M. BOLTS USED FOR FRAMING CONNECTIONS SHALL BE ASTM A307 (Gr.A) AND INCLUDE STANDARD WASHERS AND NUTS.

N. LEDGERLOK AND SIMILAR HIGH-STRENGTH FASTENERS SHALL BE INSTALLED AS AS SHOWN AD REQUIRED BY THE

MANUFACTURER, FASTENMASTER.

O. FRAMING CONNECTORS PROVIDED BY SIMPSON STRONG-TIE OR USP CONNECTORS SHALL BE ATTACHED USING

STANDARD FASTENERS IN EACH OF THE MANUFACTURER'S RECOMMENDED HOLE LOCATIONS. DRAWINGS TYPICALLY

INDICATE SIMPSON PRODUCTS, BUT OTHER PRODUCTS MAY BE USED PENDING STRUCTURAL ENGINEER'S APPROVAL.

P. WOOD NAILER PLATES INSTALLED OVER CONCRETE WALLS OR BEAMS SHALL BE RIPPED TO MATCH THE WIDTH OF

THE COVERED SURFACE.

Q. WOOD USED FOR EXPOSED EXTERIOR APPLICATIONS SHALL BE MOISTURE SEALED UNLESS A NATURALLY DECAY

RESISTANT SPECIES SUCH AS CEDAR OR REDWOOD IS USED.

R. GLUE LAMINATED BEAMS FOR SIMPLE SPANS SHALL BE ALASKAN YELLOW CEDAR 24F-V8 1.5E AT EXTERIOR

LOCATIONS.

S. WOOD STRUCTURAL PANELS FOR WALL, FLOOR, AND ROOF SHEATHING MAY BE NAILED OR SCREWED TO

SUPPORTING FRAMING MEMBERS IN ACCORDANCE WITH THE BUILDING CODE AND THESE DRAWINGS. APA RATED

ADHESIVES MAY ALSO BE USED. PANEL EDGES AT SHEAR WALLS SHALL BE BLOCKED SOLID.

S.1. EXTERIOR WALL SHEATHING SHALL BE

7

16

" THICK APA RATED PLYWOOD OR OSB, EXPOSURE 1,

32

16

SPAN

RATING, ATTACHED TO THE EXTERIOR FACE OF FRAMING WITH 8d NAILS AT 6"O.C. ALONG PANEL EDGES AND AT

12"O.C. TO INTERMEDIATE SUPPORTS.

S.2. FLOOR SHEATHING SHALL BE

23

32

" APA RATED, TONGUE AND GROOVE, PLYWOOD OR OSB SHEATHING WITH A

MINIMUM

48

24

SPAN RATING. SHEATHING SHALL BE GLUED AND NAILED WITH 10d NAILS (0.148"∅ x 3" LONG) @

6"O.C. ALONG ALL SUPPORTING PANEL EDGES AND 12"O.C. IN FIELD. LAY SHEATHING LONG DIRECTION

PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS.

T. CONTRACTOR SHALL NOT CUT, NOTCH, OR OTHERWISE MODIFY JOISTS, BEAMS, OR TRUSSES WITHOUT CONSENT OF

THE STRUCTURAL ENGINEER OF RECORD.

U. PROVIDE SOLID BLOCKING BETWEEN RAFTERS, JOISTS, BEAMS, TRUSSES, AND OTHER STRUCTURAL FRAMING

MEMBERS AT LOAD-BEARING SUPPORT LOCATIONS.

VICINITY MAP

STRUCTURAL AND MISCELLANEOUS STEEL REQUIREMENTS

A. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISC'S “SPECIFICATION

FOR STRUCTURAL STEEL BUILDINGS” (AISC 360), LATEST EDITION, AND AISC'S “CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES” (AISC 303), LATEST EDITION, AND THE OTHER APPLICABLE SECTIONS OF THE

BUILDING CODE.

B. STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF TNEMEC “SERIES 10 (99) RED” PRIMER OR EQUIVALENT.

PAINT ALL EXPOSED STEEL PER COLOR SELECTIONS BY OWNER. POWDER COATING SHALL BE PROVIDED AS

ALTERNATE #1.

C. SHOP DRAWINGS FOR INDIVIDUAL STAIRS SHALL BE PROVIDED FOR REVIEW BY THE ENGINEER PRIOR TO

FABRICATION OF NEW MATERIALS. FIELD VERIFY DIMENSIONS SHOWN HEREIN AS EXISTING CONDITIONS VARY BY

LOCATION. REVIEW BY ENGINEER OF SHOP DRAWINGS DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITIES FOR

QUANTITY, SIZE, AND DIMENSION VERIFICATION.

D. ASTM SPECIFICATIONS FOR STRUCTURAL STEEL SHAPES (TYPICAL UNLESS NOTED OTHERWISE)

D.1. STRUCTURAL STEEL ANGLES (L), PLATES (PL), BARS, AND CHANNELS (C AND MC), SHALL CONFORM TO ASTM A36.

D.2. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B,

FY=46KSI.

E. BOLTED CONNECTIONS (TYPICAL UNLESS NOTED OTHERWISE)

E.1. BOLTED CONNECTIONS OF STRUCTURAL STEEL TO STRUCTURAL STEEL SHALL CONFORM TO AISC AND RCSC'S

“SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS”, LATEST EDITION.

E.2. BOLTS SHALL BE LONG ENOUGH TO EXTEND THROUGH THE CONNECTED PARTS AND NUT WITH AT LEAST 2

THREADS SHOWING.

E.3. FIELD CONNECTIONS OF STRUCTURAL STEEL TO STRUCTURAL STEEL SHALL BE MADE WITH 3/4-INCH TYPE 1

ASTM A325 BOLTS. CONNECTIONS SHALL BE BEARING TYPE TIGHTENED TO A “SNUG TIGHT” CONDITION.

E.4. SHOP CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE WELDED.

F. WELDED CONNECTIONS

F.1. EQUIVALENT WELDED CONNECTIONS MAY BE SUBSTITUTED FOR BOLTED CONNECTIONS SUBJECT TO THE

STRUCTURAL ENGINEER OF RECORD'S APPROVAL.

F.2. STRUCTURAL WELDING SHALL BE DONE BY CERTIFIED WELDING OPERATORS AND SHALL CONFORM TO AWS

“STRUCTURAL WELDING CODE” (AWS D1.1), LATEST EDITION.

F.3. STRUCTURAL WELDING SHALL BE PERFORMED WITH AWS A5.1 OR A5.5 E70 X8 ELECTRODES.

F.4. WELD SIZES NOT OTHERWISE SHOWN SHALL BE CONTINUOUS FILLET WELDS, 1/4-INCH OR EQUAL TO THE

THICKNESS OF THE THINNER MATERIAL MINUS 1/16-INCH, WHICHEVER IS LESS.

F.5. AREAS WITHIN 2 INCHES OF FIELD WELDS SHALL NOT BE PAINTED UNTIL AFTER WELDING. FIELD WELDS, BOLT

HEADS, NUTS AND OTHER SURFACES NOT SHOP PAINTED AND SURFACES ABRADED DURING SHIPPING OR

ERECTIONS SHALL BE FIELD PAINTED IMMEDIATELY AFTER ERECTION.

SITE MAP

BLDG. 1

BLDG. 2

BLDG. 3

BLDG. 4

BLDG. 5

BLDG. 6

CORNER WALL BRACE

SCALE: 1" = 1'-0"

2

S1

EXIST. PARTIAL

HT. CONC. WALL

EXIST. GARAGE

FOUNDATION WALL

PLAN VIEW

L4x4x

1

4

x7'-0" w/

1

2

"ø

HILTI HY200 EPOXY

ANCHORS EA. FACE

2"

4"

2'-0" M

AX.

1

1

2

"

2"

SECTION VIEW

SHEET INDEX

S1 - GENERAL NOTES AND DETAILS

S2.1 - BUILDING 1 MAIN LEVEL AND FOUNDATION REPAIR PLANS






S3 - DETAILS

1

S1

ISOLATED PIER AND POST

SCALE:

1

2

" = 1'-0"

SECTION A-A

CHAMFER TOP OF

PIER TO DRAIN

CONCRETE PIER

#4 VERTICAL BAR

(4) TOTAL AS

SHOWN

VERTICAL BARS

#3 TIES AROUND VERTICAL

REINFORCEMENT. LOCATE

GROUP OF 3 TIES IN TOP 12"

AND SPACE TIES AT 12"O.C.

FULL HEIGHT OF PIER

LOCATE ON NATURAL, UNDISTURBED SOIL OR ON

APPROVED COMPACTED FILL PER GEOTECHNICAL

ENGINEER'S RECOMMENDATIONS

A A

SIMPSON ABUxxZ POST BASE w/

5

8

"ø ANCHOR(S) - EMBER 5" MIN.

DECAY-RESISTANT WOOD

POST/COL. PER PLAN

FLU

SH

or

6" M

AX.

30" M

IN

FRO

ST D

EPTH

36" M

IN

. AT 6x6 PO

STS

SEE PLAN

3"

2" CLR

TO TIES

GRADE OR FINISHED CONC.

DRIVEWAYS SOME LOC. - CORE

THRU CONC. WHERE OCCURS,

ELSE REPLACE SQUARE AS REQ'D.

PROVIDE FLUSH PIER TOP AT

MAIN WALKWAY AREAS SUCH AS

6x6 COL'S. BENEATH EDGE BM.

ADD

1

2

" EXP. JT. AROUND PIER

AT PAVEMENT AS OCCURS

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates


Reskin



80904

BID SET 9/8/2017

JBP

JRW

170305X

10



-- --

-- --

6/29/2018

S2.1

BUILDING 1 FDN.

AND REPAIR PLAN

2

1. SEE GENERAL NOTES FOR TYPICAL CONNECTION AND FRAMING INFORMATION UNLESS NOTED OTHERWISE.

2. DO NOT SCALE THESE DRAWINGS.

3. ALL DIMENSIONS SHOWN ARE TO THE OUTSIDE FACE OF WOOD FRAMING or CENTERLINE AT COLUMNS.

4. ALL DIMENSIONS TO EXISTING MEMBERS ARE APPROXIMATE - CONTRACTOR TO VERIFY ALL DIMENSIONS AND

ELEVATIONS IN FIELD PRIOR TO FABRICATION OF NEW MATERIALS.

5. NOTIFY ENGINEER IF ADDITIONAL DAMAGE DISCOVERED DURING REPAIRS.

6. CONTRACTOR TO PROVIDE SHORING OF EXISTING MEMBERS AS REQUIRED TO REPAIR AND REPLACE MEMBERS

INDICATED. NOTIFY ENGINEER PRIOR TO DEMOLITION IF ADDITIONAL CLARIFICATION OR SHORING

RECOMMENDATIONS ARE REQUIRED.

A

S2.1

BLDG. 1 MAIN LEVEL REPAIR PLAN

SCALE:

1

4

" = 1'-0"

REMOVE DETERIORATED

DBL. LVL END (TYP.) -

CUT AT FACE OF WALL

(E) DBL. GIRDER TRUSS TO REMAIN (E) DBL. GIRDER TRUSS TO REMAIN (E) DBL. GIRDER TRUSS TO REMAIN(E) DBL. GIRDER TRUSS TO REMAIN

(E) DBL. LVL TO REMAIN -

REMOVE CANT. END - TYP.

(E) 2x10 TO REMAIN -


REMOVE DETERIORATED

2x END (TYP.) - CUT AT

FACE OF WALL

(E) CONC. WALL

BENEATH TO REMAIN

N

DO

WN

2x8

2x8

2x8

(2) 2x10

(2) 2x10

13'-9"

2x6 AT 18" O

.C.

2x8

3'-4"

LAN

DIN

G

4'-0"

8 RISERS AT 7

9

16

"

3'-3"

CANT.

7'-2"

6 RISERS AT 7

9

16

"

3'-0"

4 RISERS AT 7

9

16

"

4'-0"

(E) CONC. WALL

BENEATH TO REMAIN

(2) 2x10

LUS28-2

UNIT 502 UNIT 504 UNIT 506 UNIT 508

UP

GARAGE DOOR

UNIT 502

GARAGE

UNIT 504

GARGE

UNIT 506

GARAGE

UNIT 508

GARAGE

2

S1

STL. ANGLE

BRACKET FULL HT.

EXIST. CONC. PARTIAL

HT. WALL TO REMAIN

PROVIDE POLYURETHENE INJECTION

STABILIZATION/LIFT (MAX 1") BENEATH

EXISTING CONCRETE WALL THIS LOC.

(APPROX. 40 sf COVERAGE) WHERE

INDICATED THUS: .


2. DIMENSIONS ARE APPROXIMATE AND SHOULD BE COORDINATED WITH THE STAIR DETAILS,

DIMENSIONS AND EXISTING CONDITIONS. ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO PLACEMENT

AND/OR MANUFACTURING OF NEW MATERIALS.

3. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS ARE BASED ON EXISTING CONDITIONS. SEE

DETAILS AND OTHER NOTES FOR REQUIREMENTS.

4. ELEVATIONS OF FOUNDATION ELEMENTS RELATE TO 100'-0" AS A REFERENCE ELEVATION, AND DO NOT

REFER TO ACTUAL SITE ELEVATIONS.

5. BOTTOM OF FOOTING ELEVATION SHALL BE 30" MINIMUM BELOW TOP OF GRADE, 36" AT 6x6 POSTS.

6. FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS AND COLUMNS, UNLESS NOTED OTHERWISE.

7. PROVIDE UTILITY LOCATES PRIOR TO EXCAVATION OR DIGGING FOR FOUNDATIONS. PROVIDE POT

HOLES WHERE UTILITIES ARE WITHIN 18" OF PROPOSED FOUNDATION EDGE.

B

S2.1

BLDG. 1 FOUNDATION REPAIR PLAN

SCALE:

1

4

" = 1'-0"

N

7'-5

1

2

"

13'-10

3

4

" ±

EXIST. CONC.

STEPS TO REMAIN

STL. ANGLE

BRACKET FULL HT.

8.81'10.03'

INDICATES APPROX. HT. VARIANCE b/t

T.O. DECK AND T.O. (E) GROUND AT

B.O. STAIRS - VERIFY IN FIELD PRIOR

TO STAIR FABRICATION AND SPACE

ALL RISERS WITHIN EACH STAIRWAY

FLIGHT AT EQUAL HTS. ±

1

4

"

8.80'

CTR. OF

BLDG.

(E) W

ALL

TO

REM

AIN

3'-4

3

4

"

72'-0"

ALT#2 - REMOVE CONCRETE

LANDING AND REPLACE AT NEW

ELEV. TO MAKE LOWER STAIR RUNS

SYMMETRICAL WITH 5 RISERS

CONC.STEPS TO REMAIN - COORD.

STAIR LANDING

R&R APPROX. 45 sf OF

DAMAGED CONCRETE

DRIVEWAY

2

S1

O.H.

(2) 2x10

6'-5"

4'-7"

2'-9"

HSS 2x2x3/16 GUARDRAIL

POSTS - PROVIDE EQUAL

SPACING ACROSS SPANS,

MAXIMUM OF 48" O.C.

7

S3

LUS28- TYP.

EA. END

4

S3

3

S3

6

S3

6'-0"

PROVIDE GUARDRAIL SEPARATION

BETWEEN UNITS - TYP., INSTALL

BLOCKING AS REQ'D. IF NOT

ALIGNED WITH JOISTS

T.O. DECK = 100'- 0"

REFERENCE ELEVATION

REFERENCE ELEVATIONS VARY

AND DO NOT REFER TO ANY

ACTUAL SITE ELEVATIONS, TYP.

LUS28- TYP.

(

N

)

6

x

6

C

O

L

.

DO

WN

14 RISERS

(13) 11" TREAD

S =

11'-11"

3'-0"

5

S3

4x12 STRIN

GER

4x12 STRIN

GER

(2) 2x10

3

1

8

"x16

1

2

"24F-V8 GLULAM BM.

CANT.

(

N

)

6

x

6

C

O

L

.

DEM

O C

AN

T'D

EN

DS A

ND

NEW

2x8 A

T 1

6"

O.C

.

NEW LPC6Z POST

CAPS - TYP.

OPP.

HAND

DO

WN

2x6 AT 18" O

.C.

11"

11'-10"

3'-4"

3'-0" TYP.

4x12 - TYP. AT STAIR

STRINGERS/FRAME

4x12 STRIN

GER

10 RISERS AT 7

9

16

"

(9) 11" TREAD

S =

8'-3"

LAN

DIN

G

HSS 4x4 WOOD

POST (6 LOC.)

4'-0"

(2) 2x10

(2) 2x10

DO

WN

DO

WN

4x12 STRIN

GER

8

S3

2x8

2x8

2x8

CANT. CANT.

3

1

8

"x16

1

2

"24F-V8 GLULAM BM.3

1

8

"x16

1

2

"24F-V8 GLULAM BM.

(

N

)

6

x

6

C

O

L

.

6 RISERS AT 7

1

2

"

4'-7"

(2) 2x10

1

S1

TYP.

6 LOC.

(N) 12"ø CONC. PIER AT

EA. STAIR POST

6'-0

3

4

" 6'-0

3

4

"

SEE ADD#1 FOR BASE OF

STAIR FOOTING OPTION - TYP.

3'-5

1

2

"12'-3

1

4

"

5'-3"

24'-6"

NEW 14"ø CONC. PIER,

SEE 1/S1 - TYP. AT

NEW COL. LOC.

DEMO END OF

EXIST. STEP FOR

NEW PIER

DEM

O C

AN

T'D

EN

DS A

ND

NEW

2x8 A

T 1

6"

O.C

.

OPP.

HAND

3'-5

1

2

"

5'-9

1

4

"

LUS28-2

EA. END

1

S3

(

N

)

6

x

6

C

O

L

.


STRINGERS/FRAME

HSS 4x4 POST

(4 LOC.)

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates


Reskin



80904

BID SET 9/8/2017

JBP

JRW

170305X

10



-- --

-- --

6/29/2018

3

BUILDING 2 FDN.

AND REPAIR PLAN

S2.2










A

S2.2


SCALE:

1

4

" = 1'-0"






REMOVE DETERIORATED


FACE OF WALL

6'-0"


GARAGE DOOR GARAGE DOOR













GARAGE DOOR GARAGE DOOR

UNIT 512

GARGE

UNIT 510

GARAGE

UNIT 514

GARAGE


HT. WALL TO REMAIN

UNIT 516

GARAGE

B BLDG. 2 FOUNDATION REPAIR PLAN

S2.2

SCALE:

1

4

" = 1'-0"


HT. WALL TO REMAIN

N

N




CTR. OF

BLDG.

72'-0"

EXIST. UTIL. BOX TO

REMAIN - NOTIFY ENGINEER

IF OBSTRUCTS NEW STAIR

PLACEMENT AS SHOWN

LUS28 - TYP.

EA. END




ALIGNED WITH JOISTS

REMOVE DETERIORATED


CUT AT FACE OF WALL

T.O. DECK = 100'- 0"

REFERENCE ELEVATION







MAXIMUM OF 48" O.C.

REMOVE DETERIORATED


FACE OF WALL

LUS28- TYP.

(

N

)

6

x

6

C

O

L

.

DO

WN

14 RISERS

(13) 11" TREAD

S =

11'-11"

3'-0"

5

S3

4x12 STRIN

GER

4x12 STRIN

GER

(2) 2x10

3

1

8

"x16

1

2

"24F-V8 GLULAM BM.

CANT.

(

N

)

6

x

6

C

O

L

.

DO

WN

14 RISERS

(13) 11" TREAD

S =

11'-11"

3'-0"

5

S3

4x12 STRIN

GER

4x12 STRIN

GER

(2) 2x10

1

S3

T.O. DECK = 100'- 0"

DO

WN

15 RISERS AT 7

5

8

"

(14) 11" TREAD

S =

12'-10"

4'-0"

(2) 2x10




MAXIMUM OF 48" O.C.

4'-0"

LUS28-2

EA. END

REMOVE DETERIORATED


FACE OF WALL

5

S3

REFERENCE ELEVATION

4x12 STRIN

GER

4x12 STRIN

GER

(2) 2x10

(2) 2x10

(

N

)

6

x

6

C

O

L

.

(

N

)

6

x

6

C

O

L

.

DEM

O C

AN

T'D

EN

DS A

ND

NEW

2x8 A

T 1

6"

O.C

.

3

1

8

"x16

1

2

"24F-V8 GLULAM BM.

CANT.

CANT.

8

S3

NEW LPC6Z POST

CAPS - TYP.

CANT.

3'-0"3'-0"

4'-0"

5'-3" 25'-0"

5'-9

1

4

"


SEE 1/S1 - TYP. AT

NEW COL. LOC.

DEM

O C

AN

T'D

EN

DS A

ND

NEW

2x8 A

T 1

6"

O.C

.

17'-11"

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates


Reskin



80904

BID SET 9/8/2017

JBP

JRW

170305X

10



-- --

-- --

6/29/2018

4

BUILDING 3 FDN.

AND REPAIR PLAN

S2.3










A

S2.3


SCALE:

1

4

" = 1'-0"




1

S3



REMOVE DETERIORATED


FACE OF WALL

N

T.O. DECK = 100'- 0"

DO

WN

2x6 AT 18" O

.C.

11"

11'-10"

5 RISERS AT 7

7

8

"

3'-4"

3'-0" TYP.


STRINGERS/FRAME

4x12 STRIN

GER

10 RISERS AT 7

9

16

"

(9) 11" TREAD

S =

8'-3"

4'-0"

5 RISERS AT 7

9

16

"

LAN

DIN

G

6'-0"

(E) CONC. WALL

BENEATH TO REMAIN

DO

WN

2x8

2x8

2x8

(2) 2x10

(2) 2x10

13'-9"

2x6 A

T

18" O

.C

.

2x8

3'-4"

LAN

DIN

G

4'-0"

8 RISERS AT 7

3

8

"

3'-3"

CANT.

7'-2"

6 RISERS AT 7

3

8

"

3'-0"

15'-7"

(2) 2x10


HSS 4x4 WOOD

POST (6 LOC.)

4x4 WOOD POST

(4 LOC.)

UP

1

S1

REUSE EXIST. CONC.

PIER THIS LOC. IF

ALIGNS, ELSE R&R

TYP.

6 LOC.

GARAGE DOOR

UNIT 518

GARAGE

UNIT 520

GARGE

UNIT 522

GARAGE

UNIT 524

GARAGE


HT. WALL TO REMAIN


2. DIMENSIONS ARE APPROXIMATE AND SHOULD BE COORDINATED WITH THE STAIR DETAILS AND











B

S2.3


SCALE:

1

4

" = 1'-0"

(N) 12"ø CONC. PIER AT

EA. STAIR POST - REUSE

EXIST. WHERE NOTED

UP

6'-0

3

4

" 6'-0

3

4

"

GUARDRAIL RETURN - TYP.

EA. RECESSED STAIR LOC.

13'-10" ±

EXIST. CONC. STEP TO REMAIN -

REMOVE WOOD DECKING

(CONTRACTOR'S OPTION TO REMOVE

AND PROVIDE DRIVE SLAB AND ADD

(1) RISER TO LOWER STAIRS)

4'-0"

9.60'9.46'

8.60'

UP

6'-6" ±

R&R DAMAGED CONCRETE

DRIVE (APPROX. 80 sf)-

COMPACT SUBGRADE TO 95%

PROVIDE ISOLATION JOINT

AROUND NEW PIER


HT. WALL TO REMAIN

N

15'-6" ±

3'-4

3

4

"

3'-0" 2'-7" 2'-7" 3'-0"



72'-0"

LUS28

EA. END

4

S3

2'-8"

3

S3

5

S3

REFERENCE ELEVATION










1

4

"

4'-7"

6'-5"




MAXIMUM OF 48" O.C.

6

S3

LUS28- TYP.

EA. END

3'-8"

3'-8"

DEM

O C

AN

T'D

EN

DS A

ND

NEW

2x8 A

T 1

6"

O.C

.

DEM

O C

AN

T'D

EN

DS A

ND

NEW

2x8 A

T 1

6"

O.C

.

(2) 2x10

(2) 2x10

DO

WN

DO

WN

4x12 STRIN

GER

8

S3

(

N

)

6

x

6

C

O

L

.

(

N

)

6

x

6

C

O

L

.

DO

WN

15 RISERS

(14) 11" TREAD

S =

12'-10"

3'-0"

5

S3

4x12 STRIN

GER

4x12 STRIN

GER

(

N

)

6

x

6

C

O

L

.

(

N

)

6

x

6

C

O

L

.

CANT.

(2) 2x10

(2) 2x10


STRINGERS/FRAME

(2) 2x10

2x8

2x8

2x8

CANT. CANT.

CANT.




ALIGNED WITH JOISTS (2 LOC.)

3'-0"

7'-5

1

2

"

3'-5

1

2

"

3'-5

1

2

"12'-3

1

4

"

1

S1

TYP.

4 LOC.

5'-3"24'-6"


SEE 1/S1 - TYP. AT

NEW COL. LOC.

3

1

8

"x16

1

2

"24F-V8 GLULAM BM.3

1

8

"x16

1

2

"24F-V8 GLULAM BM.

NEW LPC6Z POST

CAPS - TYP.

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates


Reskin



80904

BID SET 9/8/2017

JBP

JRW

170305X

10



-- --

-- --

6/29/2018

4

BUILDING 3 FDN.

AND REPAIR PLAN

S2.4










A

S2.4


SCALE:

1

4

" = 1'-0"

REMOVE DETERIORATED


CUT AT FACE OF WALL




1

S3



T.O. DECK = 100'- 0"

17 RISERS AT 7

9

16

"

(16) 11" TREAD

S =

14'-8"

6'-0"


1

S1

TYP.

4 LOC.

GARAGE DOOR

UNIT 526

GARAGE

UNIT 528

GARGE

UNIT 530

GARAGE

UNIT 532

GARAGE


HT. WALL TO REMAIN













B

S2.4


SCALE:

1

4

" = 1'-0"

EXIST. CONC. STEP TO REMAIN -

REMOVE WOOD DECKING

(CONTRACTOR'S OPTION TO REMOVE

AND EXTEND LENGTH TO REMOVE (1)

RISER AT LOWER STAIRS)

10.73'

R&R DAMAGED CONCRETE DRIVE

(APPROX. 280 sf)- COMPACT

SUBGRADE TO 95% - OPTION TO

REPLACE ADJACENT SLAB ALSO


AROUND NEW PIER


HT. WALL TO REMAIN

N



72'-0"

20'-8" ±

UP

5'-1" ±

SEE MAIN LEVEL REPAIR PLAN

FOR NEW WOOD POSTS

ABOVE - PAINT TO MATCH

NEW COLOR SCHEME

CTR. OF

BLDG.

REPLACE CONCRETE LANDING TO BE LEVEL

WITHIN 1" w/ GRADUAL SLOPE TO EXISTING

DRIVE ELEVATIONS (APPROX. 40sf)

3"

3'-2"

16'-9

7

8

" ±

7'-2

1

2

"

2'-9

3

4

"

8"

N

8

S3

REFERENCE ELEVATION










1

4

"

10'-0" ±




MAXIMUM OF 48" O.C.

LUS210-2

- TYP.




ALIGNED WITH JOISTS

DO

WN

5

S3

4x12 STRIN

GER

4x12 STRIN

GER



(SEE DEDUCT #2)

6'-0"

2x8

2x8

2x8

(2) 2x10

6'-0"

2'-8"

CANT.

(2) 2x10

4

x

4

P

O

S

T

5'-0"

(2)

2x10

REMOVE DETERIORATED


FACE OF WALL

DO

WN

2x6 AT 16" O

.C.

15'-9"

3'-4"

LAN

DIN

G

8 RISERS AT 7

1

16

"

9 RISERS AT 7

1

16

"

6'-11"

3'-0"

9.99'

11"

4

S3

2'-8"

3

S3

6

S3

6'-5"

7'-4"

LUS28- TYP.

4x4 WOOD POST

(4 LOC.)

4x12 FRAME - TYP. (SEE

DETAILS FOR OTHER MEMBERS)

(

N

)

6

x

6

C

O

L

.

DO

WN

15 RISERS

(14) 11" TREAD

S =

12'-10"

3'-0"

5

S3

4x12 STRIN

GER

4x12 STRIN

GER

(2) 2x10

LUS28- TYP.

DEMO C

ANT'D E

NDS AND N

EW 2

x8 AT 1

6" O.C

.

(

N

)

6

x

6

C

O

L

.

CANT.

CANT.

(

N

)

6

x

6

C

O

L

.

3

1

2

"x16

1

2

"24F-V8 GLULAM BM.

(

N

)

6

x

6

C

O

L

.

4

x

4

P

O

S

T

(2) 2x10

SPLICE GLULAM AT

THIS COL ONLY

SPLICE GLULAM AT

THIS COL ONLY

3'-0"

UP

4'-0"

5'-3"25'-0"

5'-9

1

4

"


SEE 1/S1 - TYP. AT

NEW COL. LOC.

OPP.

HAND

4'-0"

3

1

8

"x16

1

2

"24F-V8 GLULAM BM.3

1

8

"x16

1

2

"24F-V8 GLULAM BM.

NEW LPC6Z POST

CAPS - TYP.

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates


Reskin



80904

BID SET 9/8/2017

JBP

JRW

170305X

10



-- --

-- --

6/29/2018

4

BUILDING 5 FDN.

AND REPAIR PLAN

S2.5










A

S2.5


SCALE:

1

4

" = 1'-0"

(E) DBL. GIRDER TRUSS TO REMAIN (E) DBL. GIRDER TRUSS TO REMAIN

(E) DBL. LVL TO

REMAIN - TYP.

1

S3

(E) 2x10 TO REMAIN - TYP.

2

S3

T.O. DECK = 100'- 0"

TYP.

15 RISERS AT 7

3

8

"

(14) 11" TREAD

S =

12'-10"

6'-0"

UNIT 534 UNIT 536

GARAGE DOOR

UNIT 534

GARGE

UNIT 536

GARAGE













B

S2.5


SCALE:

1

4

" = 1'-0"

HSS2"x2" GUARDRAIL



MAXIMUM OF 48" O.C.

(E)

JOIS

TS T

O R

EM

AIN

9.20'

37'-0"

18'-10" ±

4'-0"

CTR. OF

BLDG.

EXIST. 2x LEDGER

TO REMAIN

NN

(E)

2x D

ECK J

OIS

TS T

O R

EM

AIN

(N) LUS28

- TYP.

REPLACE ONLY STAIRS,

GUARDRAILS, AND FRONT

EDGE BM. AT BUILDING 5

(

N

)

6

x

6

C

O

L

.



6'-0" ±

SIM.

8

S3

REFERENCE ELEVATION






B.O. STAIR - VERIFY IN FIELD PRIOR


ALL RISERS WITHIN STAIRWAY


1

4

"

SIM.

(N) 3

1

8

"x16

1

2

"24F-V8 GLULAM BM.

NEW ACE6 POST

CAPS - TYP.

DO

WN

5

S3

4x12 STRIN

GER

4x12 STRIN

GER

(N) 3

1

8

"x16

1

2

"24F-V8 GLULAM BM.

(

N

)

6

x

6

C

O

L

.

(

N

)

6

x

6

C

O

L

.

(

N

)

6

x

6

C

O

L

.

NEW 14"ø CONC. PIER -

TYP. AT NEW COL. LOC.

- ALIGN WITH EXIST.

COL'S. TO BE REMOVED

5'-9

1

4

"

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates


Reskin



80904

BID SET 9/8/2017

JBP

JRW

170305X

10



-- --

-- --

6/29/2018

7

BUILDING 6 FDN.

AND REPAIR PLAN

S2.6










A

S2.6


SCALE:

1

4

" = 1'-0"

REMOVE DETERIORATED


CUT AT FACE OF WALL




(SEE DEDUCT #2)

1

S3



(SEE DEDUCT #2)

T.O. DECK = 100'- 0"

DO

WN

15 RISERS AT 7

5

8

"

(14) 11" TREAD

S =

12'-10"

4'-0"

6'-0"

(2) 2x10

UNIT 538 UNIT 540 UNIT 542UNIT 544

LUS28-2

1

S1

TYP.

4 LOC.

GARAGE DOOR

UNIT 538

GARAGE

UNIT 540

GARGE

UNIT 542

GARAGE

UNIT 544

GARAGE


HT. WALL TO REMAIN













B

S2.6


SCALE:

1

4

" = 1'-0"

(N) 12"ø CONC. PIER

AT EA. STAIR POST




MAXIMUM OF 48" O.C.

9.54'


AROUND NEW PIER


HT. WALL TO REMAIN



72'-0"

4'-0"

LUS28-2

EA. END

2x8

2x8

2x8

(2) 2x10

6'-0"

2'-8"

CANT.

(2) 2x10

4

x

4

P

O

S

T

4

x

4

P

O

S

T

5'-0"

(2) 2x10

16'-10" ±

SEE MAIN LEVEL REPAIR

PLAN FOR NEW WOOD

POSTS ABOVE - PAINT TO

MATCH NEW COLOR SCHEME

CTR. OF

BLDG.

3'-0"

3"

14'-10

7

8

" ±

2'-9

3

4

"

8"

7'-2

1

2

"

N

N

REMOVE DETERIORATED


FACE OF WALL

EXIST. BOX TO REMAIN -

NOTIFY ENGINEER IF

OBSTRUCTS NEW STAIR

PLACEMENT AS SHOWN

DO

WN

2x6 AT 16" O

.C.

14'-10"

3'-4"

LAN

DIN

G

7 RISERS AT 7

1

2

"

8 RISERS AT 7

1

2

"

6'-11"

3'-0"

9.35'

11"

UP

5'-1" ±

WALKWAY FRAMING AT BUILDING 6 IS IN

BETTER CONDITION THAN REMAINDER -

DEDUCT #2 SHALL BE TO LEAVE EXISTING

FRAMING AND REPLACE ONLY THE STAIRS,

GUARDRAILS, AND FRONT DBL. 2x12 EDGE BEAM.

4

S3

2'-8"

3

S3

5

S3

6

S3

REFERENCE ELEVATION










1

4

"

5'-6"

6'-5"

10'-0" ±

4x12 STRIN

GER

LUS28- TYP.

4x4 POST (4 LOC.)

4x12 FRAME - TYP. (SEE

DETAILS FOR OTHER MEMBERS)

4x12 STRIN

GER

(2) 2x10

(2) 2x10

(

N

)

6

x

6

C

O

L

.

(

N

)

6

x

6

C

O

L

.

DO

WN

15 RISERS

(14) 11" TREAD

S =

12'-10"

3'-0"

5

S3

4x12 STRIN

GER

4x12 STRIN

GER

(2) 2x10

DEM

O C

AN

T'D

EN

DS A

ND

NEW

2x8 A

T 1

6"

O.C

.

LUS28- TYP.

DEM

O C

AN

T'D

EN

DS A

ND

NEW

2x8 A

T 1

6"

O.C

.

4'-0"

3'-0"

18'-10" ±

OPTION TO SETBACK

24" TO MATCH

CENTER STAIRS

3'-3"

(

N

)

6

x

6

C

O

L

.

(

N

)

6

x

6

C

O

L

.

5'-3" 25'-0"

CANT.

CANT.

CANT.CANT.

8

S3

5'-9

1

4

"




ALIGNED WITH JOISTS (2 LOC.)


SEE 1/S1 - TYP. AT

NEW COL. LOC.

NEW LPC6Z POST

CAPS - TYP.

3

1

8

"x16

1

2

"24F-V8 GLULAM BM.3

1

8

"x16

1

2

"24F-V8 GLULAM BM.

(2) 2x10

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates


Reskin



80904

BID SET 9/8/2017

JBP

JRW

170305X

10



-- --

-- --

6/29/2018

S3

DETAILS

8

ELEVATION RENDERING

*RENDERING DEPICTS REPRESENTATION OF FINAL CONDITIONS UPON

COMPLETION OF ENTIRETY OF PROJECT. CURRENT SCOPE INCLUDES

ITEMS DEPICTED HEREIN WHILE OTHERS WILL BE REPLACED ON A

SCHEDULE AS DETERMINED BY THE HOA GUIDELINES TO BE DETERMINED.

TYPICAL SISTERED FLOOR JOISTS

SCALE: 3" = 1'-0"

2

S3

EXIST. FLOOR JOIST BACKSPAN

TO REMAIN (SINGLE MEMBER

AT EVERY OTHER JOIST)

NEW DBL. 2x WOOD FLOOR JOIST

w/ CANTILEVER - SEE PLAN

NEW OR EXIST.

SHEATHING - SEE PLAN

SIMPSON WSNTL212S SCREWS

AT AT 12" O.C. STAGGERED

FULL LENGTH

EXIST. 2x FLAT

SLEEPERS TO REMAIN

R&R

5

8

" TYPE-X DRYWALL AT

GARAGE CEILING TO MATCH

EXIST. WHERE REQ'D

N

O

T

U

S

E

D

MAIN LEVEL CANTILEVERED DECK FRAMING

SCALE: 1" = 1'-0"

1

S3

(E) FLOOR SHEATHING

TO REMAIN

EXIST. DBL. WOOD

TRUSS GIRDER TO

REMAIN - SEE PLAN

NEW 1"x5.5" COMPOSITE

DECKING - TYP.

V.I.F. CONDITION OF RIM - REPLACE

IN FULL WHERE MOISTURE DAMAGE

IS PRESENT

EXIST. GARAGE HEADER TO

REMAIN (EXIST. WALL

FRAMING SOME LOC.)

NEW ALASKAN CEDAR GLULAM BM.

PER PLAN - STAIN TO MATCH NEW

COLOR SCHEME (BY OWNER)

SEE PLAN

UPPER LEVEL WALL

FRAMING TO REMAIN

NEW DECK JOIST PER PLAN - SAWCUT

EXIST. CANT. JOISTS AT WALL

SIMPSON FACE-MOUNT

HANGER PER PLAN, EA. END

EXIST. WALL FRAMING BEYOND

3'-6"

2"±

EXIST. PERPENDICULAR

SLEEPERS TO REMAIN

CUT. EXIST. CANT. ENDS

(3

1

2

" BRG. TO REMAIN)

EXIST. FRAMING

NEW COAT AT EXIST. STUCCO

VENEER or WOOD TRIM TO

REMAIN - PATCH AS REQ'D. FOR

NEW MATERIAL INSTALLATION

PATCH STUCCO AS

REQ'D., INSTALL WEEP

AS NECESSASRY

4" M

IN

.

3"

4"

NEW SELF-ADHERED-MEMBRANE

(BITUTHENE) OVER FLASHING

NEW 26ga 12" WIDE

COLLAR FLASHING ATOP

EA. NEW DBL. CANT. JOIST

PATCH TOP 24"± STUCCO

BENEATH DECKING

PROVIDE SELF-HEALING ICE

AND WATER FLASHING

STRIPS ATOP JOISTS

4"

HSS 2x2x

3

16

POST AT EQUAL

SPACING, 48" O.C. MAX

HSS 2x2x

3

16

TOP RAIL

1"SQ. ROD

4

1

2

"

5"

TYP.

1

2

"ø TRHU-BOLT w/

1

1

2

"ø GALV. WASHERS

1'-3"

4"

4"

FIELD VERIFY EXIST. WRB BEHIND

VENEER AND SHINGLE-LAP WRB

OVER NEW MEMBRANE

NEW 2x8 CONT. LEDGER w/

LEDGERLOK LL005 FASTENERS

AT 16" O.C. STAGGERED

NEW WOOD POST PER PLAN -

ALIGN OUTSIDE FACE w/

GLULAM BM. - FASTEN TOP w/

LPC6Z EA. FACE - NOTCH TOP

IN LIEU OF FLUSH CUT AT

CONTRACTOR OPTION

3

S3

TYPICAL LANDING SECTION

SCALE:

3

4

" = 1'-0"

2"

VARIES -

SEE PLAN

1

4

"

11"

4x12 P.T. STAIR TREAD -

STAIN TO MATCH FINISH

OF COMPOSITE DECKING

3'-3"

3"

HSS 2x2x

3

16

POST AT EQUAL


HSS 2x2x

3

16

TOP RAIL

1"SQ. ROD (EQUIV.

HOLLOW SECTION IS

ADEQUATE IF AVAILABLE)

3

1

2

"

5"

TYP.

3"

LUS26 EA. END

1"x5.5" COMPOSITE

DECKING AT LANDINGS

GUARDRAIL AND HANDRAIL

NOT SHOWN FOR CLARITY

- SEE OTHER DETAILS

WOOD FRAMING AT

LANDING PER PLAN

4x8 CROSS MEMBER

AT LANDING

L2x2x

1

4

x0'-2" - FASTEN

TO SLAB w/

1

2

"ø EXP.

ANCHOR

4x12 EDGE

BM. - TYP.

VARIES BY LOC.

- SEE PLAN

4x4 POST BEYOND -

SEE 1/S1 AND 7/S3

(2)

1

2

"ø LAG w/

1"ø WASHER AT

EA. POST - TYP.

2

5

8

"

6"

TYPICAL STAIR POST DETAIL

SCALE: 1" = 1'-0"

7

S3

PLAN VIEW

LANDING FRAMING -

SEE PLAN AND 3/S1

4x4 POST

PER PLAN

LANDING DECKING AND

JOISTS NOT SHOWN

FOR CLARITY

NEW 4x4 WOOD

POST - SEE PLAN

SIMPSON LCE4

EA. FACE

EDGE BM. PER PLAN

GUARDRAIL

- SEE 5/S3

TYPICAL STRINGER-TO-DECK CONNECTION

SCALE: 1" = 1'-0"

8

S3

SEE PLAN AND 1/S3

FOR REMAINDER

L3x3x

1

4

x0'-8

1

2

" w/ (3)

1

2

"ø

THRU-BOLTS AT DECK

AND STRINGER

NEW GLULAM EDGE BM.

OR DBL. 2x BM PER PLAN

WOOD 4x12 STAIR

STRINGER - TREADS

NOT SHOWN FOR

CLARITY

3"

2" M

IN

.

1

4

"

DECK FRAMING

PER PLAN

4

S3

TYPICAL STAIR GUARDRAIL

SCALE:

3

4

" = 1'-0"

3'-6"

3"

5

1

2

"

5"

TYP.

FULL-PEN WELD AT

STRINGER JOINTS - TYP.

3"

INTERMEDIATE STRINGER FOR

LOWER RUN NOT SHOWN

CANTILEVERED PURLIN BEYOND

WHERE OCCURS AT DECK END

OVERHANG - BEAR ATOP EXIST.

CONC. WALL OR POST AS

INDICATED ( EDGE BM. SOME LOC.)

3'-6"

FACE OF EXIST. BLDG.

EQ. EQ.

SEE 6/S3 FOR

CORNER CONN.

4

"

ALIGN T.O. BM. WITH

T.O. DECKING

RISER QUANTITY

AND DIMENSIONS

PER PLAN - TYP.

STL. POST PER PLAN

AND DETAIL 7/S3

SEE DETAIL 5/S3

FOR HANDRAIL

EDGE OF DECK/GUARDRAIL

BEYOND DOME LOC.

SEE 8/S3 FOR

STRINGER CONN.

3'-6" AT N

OSIN

G

CANTILEVER PURLIN TO EDGE STRINGER

SCALE: N.T.S.

6

S3

PLAN VIEW

CANTILEVERED

PURLIN or EDGE

BM. PER PLAN

EXIST. CONC. WALL SOME

LOC. - PROVIDE P.T. SHIM

PL WHERE NO POST OCCURS

STAIR TREADS

NOT SHOWN

POST DOWN TO EXIST.

CONC. WALL SOME LOC.

EXIST. BLDG. CORNER

1

2

"

WOOD DECK

FRAMING PER PLAN

CANTILEVERED WOOD

PURLIN PER PLAN

RAILING POST

INTERMEDIATE CANT'D PURLIN

AT BUILDINGS 4 and 6

WOOD POST

BELOW SOME LOC.

CONTINUE LEDGER

THROUGH CANT. (MIN 5'

BACKSPAN TO SPLICE)

4x12 STAIR STRINGER - SEE

8/S3 FOR CONN. - STRINGER

FASTENED TO FRONT GLULAM

BM. SOME LOC. - SEE PLAN

RAILING AND STRINGER DETAIL

SCALE: 1

1

2

" = 1'-0"

5

S3

3'-6"

3"

3

1

2

"

5"

TYP.

4x12 TREAD - TYP.

SIMPSON TA10Z STAIRCASE

ANGLE EA. END

HSS 2x2x

3

16

POST AT EQUAL


HSS 2x2x

3

16

TOP

AND BOT RAIL

1"SQ. ROD

CONT. HANDRAIL AT OUTER STRINGERS -

PROVIDE HSS 1

1

2

"x1

1

2

" OR EQUIV. - FASTEN

w/

1

2

" SUPPORT RODS AT EA. POST

2"

6"

4x12 STRINGER

(2)

1

2

"ø LAG w/

1"ø WASHER AT

EA. POST - TYP.

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates


Reskin



80904

BID SET 9/8/2017

JBP

JRW

170305X

10



-- --

-- --

6/29/2018

S4.1

ROOF FRAMING

PLAN AND DETAILS

9



3. ALL DIMENSIONS SHOWN ARE TO THE OUTSIDE FACE OF WOOD SHEATHING U.N.O.



A

S4.1

BLDGS. 1, 2, 3, 4, 6 ROOF PLAN w/ EYEBROWS

SCALE:

1

4

" = 1'-0"

B

S4.1

BLDG.5 ROOF PLAN w/ EYEBROWS

SCALE:

1

4

" = 1'-0"

72'-0"


(

E

)

T

J

I

R

O

O

F

F

R

A

M

I

N

G

T

O

R

E

M

A

I

N

-

T

Y

P

.

EXIST. GUTTER DOWNSPOUT TO

REMAIN (NEW PAINT) - MAINTAIN

THRU-WALL SCUPPERS TO EXIST.,

PATCH AS REQ'D.

13'-10" 10'-6" 25'-6" 10'-6" 13'-10"

12'-9"

REMOVE EXIST. MANSAARD

ROOFING - TYP. ALL AROUND

14'-0" ±

INSTALL NEW STUCCO

WHERE OLD MANSAARD IS

REMOVED AND NEW FRAMING

DOES NOT EXTEND

1'-1"

7

3

4

"

1'-1"

30'-0"

3'-3" ±

72'-0"

REMOVE EXIST. MANSARD ROOF FEATURE

AND INSTALL NEW EYEBROW AT PARAPET

WHERE SHADED - SEE ELEVATION



3. ALL DIMENSIONS SHOWN ARE TO THE OUTSIDE FACE OF WOOD SHEATHING U.N.O.



1

S4.1

3

S4.1

2

S4.1

INSTALL NEW STUCCO WHERE

OLD MANSAARD IS REMOVED AND

NEW FRAMING DOES NOT EXTEND

BASE BID: NEW WOOD

TRIM, PAINT

ALTERNATE BID: NEW

CEMENT BOARD TRIM,

PAINTED or PRE-FINISHED

2

S4.1

SIM.

1

S4.1

SIM.

7'-8" ± 7'-8" ± 7'-8" ±7'-8" ±

5'-1"

THIS PLAN APPLIES TO BLDGS. 1, 2, 3, 4, AND 6. CONFIGURATION

OF EXISTING MANSARD ROOFING VARIES AT ENDS. PATCH ALL

LOCATIONS OF STUCCO WHERE MANSARD IS REMOVED AND NOT

REPLACED WITH NEW EYEBROW. SEE ELEVATION FOR EXTENT OF

APPROXIMATE STUCCO INSTALLATION.

37'-0"

UNIT 534 UNIT 536

(

E

)

T

J

I

R

O

O

F

F

R

A

M

I

N

G

T

O

R

E

M

A

I

N

-

T

Y

P

.

EXIST. GUTTER DOWNSPOUT TO

REMAIN (NEW PAINT) - MAINTAIN

THRU-WALL SCUPPERS TO EXIST.,

PATCH AS REQ'D.

13'-10" 11'-6" 13'-10"

12'-9"

14'-0" ±

INSTALL NEW STUCCO

WHERE OLD MANSAARD IS

REMOVED AND NEW FRAMING

DOES NOT EXTEND

1'-1"

7

3

4

"

1'-1"

30'-0"

3'-3" ±

37'-0"

REMOVE EXIST. MANSARD ROOF FEATURE

AND INSTALL NEW EYEBROW AT PARAPET

WHERE SHADED - SEE ELEVATION

1

S4.1

3

S4.1

2

S4.1

INSTALL NEW STUCCO WHERE

OLD MANSAARD IS REMOVED AND

NEW FRAMING DOES NOT EXTEND

2

S4.1

SIM.

1

S4.1

SIM.

7'-8" ±7'-8" ±

5'-1"

N

1'-1"

1'-1"

SEE OTHER

PLANS FOR

NORTH - TYP.

REMOVE EXIST. MANSARD

ROOFING - TYP. ALL AROUND

INDICATES STEP AT EYEBROW BETWEEN

TALL AND SHORT EYEBROWS PER 2/S4

AND 1/S4 RESPECTIVELY - TYP.

INDICATES STEP AT EYEBROW BETWEEN

TALL AND SHORT EYEBROWS PER 2/S4

AND 1/S4 RESPECTIVELY - TYP.

INSTALL NEW PRE-FINISHED METAL

PARAPET CAP AT REMAINDER

WHERE MANSARD IS REMOVED










(E) 2x6 W

ALL

TO

REM

AIN

- TYP.

(E) 2x6 W

ALL

TO

REM

AIN

- TYP.

EXIST. SEPARATION WALLS

BELOW TO REMAIN - TYP.

EXIST. SEPARATION WALLS

BELOW TO REMAIN - TYP.

2

S4.1

DEEP EYEBROW SECTION AT WALL

SCALE:

3

4

" = 1'-0"


SHAKES AND FRAMING

NEW 2x4 NAILER w/ (2) 16d

NAIL AT 16" O.C. - NAIL TO (E)

WALL STUD WHERE OCCURS

EXIST. FINISHES

TO REMAIN

SEE 1/S4.1 FOR REMAINDER

EXIST. ROOF FRAMING

TO REMAIN (PERP. AT

SIM.)

BOT. OF EXIST. WINDOW

TRIM BEYOND (NOT AT SIM.)

9'-2"

OSB WALL SHEATHING -

SEE GENERAL NOTES

2x4 LOOKOUT

FRAMING AT 16" O.C.

EXIST. EPDM ROOFING

2x6 FRAMING AT EXIST. WALL

NEW 24 GA. PRE-FINISHED METAL

PARAPET CAP w/ DRIP EDGE AND HIDDEN

FASTENERS AT FACE - SLOPE TO BACK

MIN. (4) 10d NAILS AT

EA. INTERSECTION OF

FRAMING MEMBERS

NEW SOFFIT SHEATHING

AND PANELS

IN

STALL N

EW

STU

CCO

PER ELEV.

INSTALL NEW 30# FELT BENEATH

- SHINGLE LAP w/ EXIST. BELOW

EXIST. 2x6 WALL

FRAMING TO REMAIN

2x4 WEBS AT EVERY OTHER

FRAME - PROVIDE BIRDS-MOUTH

AND TOENAILS AT BOT.

2x4 BLOCKING AT EA.

CORNER AND THIRD POINTS

30# FELT BENEATH

PANELS

1'-1"

NEW S-DECK METAL PANEL

VENEER PER SPECS - FASTEN

PER MFR. RECOMMENDATIONS

- INSTALL OVER NEW W.R.B.

PROVIDE BLOCKING

AT CORNERS

1

S4.1

DEEP EYEBROW SECTION AT WINDOW

SCALE:

3

4

" = 1'-0"


SHAKES AND FRAMING

EXIST. 2x4 NAILER TO REMAIN

- ADD (1) 16d NAIL AT 6" O.C.

STAGGERED TOP AND BOT.

NEW WINDOWS PER HOA

GUIDELINES - NOT AT SIM.

(NOT IN CURRENT SCOPE)

EXIST. FINISHES

TO REMAIN

REMOVE 2x TOP PL - SPLICE NEW

2x6 STUDS TO EXIST. w/ (2) 10d

NAILS AT 4" O.C. (6 NAILS MIN.)

EXIST. ROOF FRAMING

TO REMAIN (PERP. AT

SIM.)

EXIST. HDR. AT

WINDOW

4'-6"

OSB WALL SHEATHING

- SEE GENERAL NOTES

2x4 LOOKOUT

FRAMING AT 16" O.C.

EXIST. EPDM ROOFING

EXTEND NEW 60mil ADHERED

EPDM UP AND OVER PARAPET

- TERMINATE PER MFR.


NEW 24 GA. PRE-FINISHED METAL



MIN. (4) 10d NAILS AT

EA. INTERSECTION OF

FRAMING MEMBERS


AND PANELS

1'-1"





PROVIDE BLOCKING

AT CORNERS

4

1

2

"

3

S4.1

SHALLOW EYEBROW SECTION AT WALL

SCALE:

3

4

" = 1'-0"


SHAKES AND FRAMING

EXIST. FINISHES

TO REMAIN

SEE 1/S4.1 FOR REMAINDER (SIM.)

EXIST. ROOF FRAMING

TO REMAIN

3'-4"

OSB WALL SHEATHING

- SEE GENERAL NOTES

EXIST. EPDM ROOFING


NEW 24 GA. PRE0FINISHED METAL




AND PANELS





6"

EXIST. FRAMING

TO REMAIN

INSTALL NEW STUCCO OVER EXIST.

WOOD SIDING PER ELEVATION

INSTALL NEW 30# FELT BENEATH -

SHINGLE LAP w/ EXIST. BELOW

NEW 2x8 STUDS AT 16" O.C. -

FASTEN TO EXIST. WALL w/

(2) A35 CLIPS

2x8 BLOCKING AT MID HT.

AND BOT.

8"

DEEP EYEBROW BEYOND

2x4 TIE AT TOP - ALIGN

STUDS - PROVIDE MIN. (4)

10d NAILS EA. MEMBER

WW

W.RIVETEN

G.CO

M | (720) 288-1580 | (719) 271-7419

PO

BO

X 1238, PARKER, CO

| PO

BO

X 64513, CO

LO

. SPG

S., CO

RIVET No.

DATE:ISSUE/REV:

SHEET No.

SHEET TITLE:

DESIGN by:

REVIEW by:

of

Panoram

a Estates


Reskin



80904

BID SET 9/8/2017

JBP

JRW

170305X

10



-- --

-- --

6/29/2018

S4.2

ELEVATIONS

10

1

S4.2

FRONT ELEVATION

SCALE:

1

4

" = 1'-0"

2

S4.2

TYPICAL SIDE ELEVATION

SCALE:

1

4

" = 1'-0"

EXIST. RET. WALLS

AND LANDSCAPING

SOME LOC.

R&R WINDOW AND DOOR TRIM

(BASE AND ALTERNATE) - SEAL

AND PAINT - TYP. PER SPECS

S-DECK METAL PANEL

SIDING BY BERRIDGE

PER SPECIFICATIONS

NEW EYEBROWS PER

PLAN AND DETAILS

REMOVE EXIST.

MANSARD ROOF IN FULL

PATCH STUCCO BENEATH

REMOVED MANSARD - TYP.

NEW STUCCO AT REMOVED

MANSARD ROOF WHERE

OCCURS - ADD (2) LAYERS OF

GRADE D FELT, ATTACH NEW

LATH INTO EXIST. FRAMING

EXIST. GUTTER DOWNSPOUTS -

DETACH AND RESET AS REQ'D.

FOR STUCCO/PAINT APPLICATION

PATCH STUCCO WHERE

MANSARD IS REMOVED

S-DECK METAL PANEL

SIDING BY BERRIDGE

PER SPECIFICATIONS

LOW MANSARD SOME SIDES

- REMOVE AND PATCH

STUCCO WHERE OCCURS

AT EXISTING STUCCO THAT REMAINS, PROVIDE NEW

DIRECT-BOND STUCCO APPLICATION w/ MEDIUM FINISH

1. POWER WASH EXIST. SURFACE

2. SKIM COAT OVER EXIST. WITH ACRYLIC CEMENT BOND

3. ADD CRACK MESH IF CRACKING IS EXTENSIVE

4. PROVIDE FINAL COLOR COAT, ACRYLIC FINISH TO

MATCH SPECS

NEW COATING AT EXIST.

STUCCO TO MATCH PATCHED

STUCCO - SEE NOTES THIS

SHEET AND SPECS FOR

PROCESS, COLORS - TYP ALL

STUCCO SURFACES

NEW COATING AT EXIST.

STUCCO TO MATCH PATCHED

STUCCO - SEE NOTES THIS

SHEET FOR PROCESS - TYP

ALL STUCCO SURFACES

1

S4.1

2

S4.1

3

S4.1

1

S4.1

SIM.

2

S4.1

SIM.

WINDOW SOME LOC.

1. DECKING MATERIAL: TREX - SADDLE (SELECT) COLOR

2. STAIR TREAD MATERIAL: CLEAR SEALER

3. STUCCO COLOR 1: MEDIUM FINISH - DARK COLOR - MATCH SHERWIN WILLIAMS SW6279 BLACK SWAN

4. STUCCO COLOR 2: MEDIUM FINISH - LIGHT COLOR - MATCH SHERWIN WILLIAMS SW7029 AGREEABLE GRAY

5. METAL RAILING: TOP RAIL - MATCH SHERWIN WILLIAMS SW7067 CITYSCAPE

ALL EXCEPT TOP RAIL - MATCH SHERWIN WILLIAMS - SW7059 UNUSUAL GRAY

6. WINDOW TRIM: PAINTED WOOD BASE BID, CEMENT BOARD AS ALTERNATE: GRAY COLOR, MATCH SHERWIN

WILLIAMS - SW7059 UNUSUAL GRAY

7. METAL PANEL: EXPOSED FASTENER S-DECK BY BERRIDGE METAL, or APPROVED EQUAL, VERTICAL

APPLICATION, 24 GAUGE, MATTE BLACK COLOR, MATTE BLACK TRIM.

8. MISCELLANEOUS METALS: MATCH SHERWIN WILLIAMS SW6279 BLACK SWAN -or- MATTE BLACK TO MATCH

METAL PANELS

FINISH LEGEND:

SHADED AREA DENOTES

DARKER STUCCO COLOR 1

SHADED AREA DENOTES

DARKER STUCCO COLOR 1

PATCH STUCCO BELOW

DECK REPAIRS PER DECK

FRAMING DETAILS - TYP.

Documents

Panorama Estates · 2018-07-08 · 6. Sole plate to joist or blocking 11. Blocking between joist or rafters to top plate 14. Continuous header, two pieces 19. Rafter to plate (See