This installation booklet is intended to show the basic...23. invisible/visible central stainless...

This installation booklet is intended to show the basic information needed to properly install Porcelanosa’s Porcelain Façade System.

Installation training is recommended and provided by Porcelanosa free of charge at our training facility in Paramus, NJ.

Always check the web site for the latest technical information, including construction details, test summaries, specifications and more, at Porcelanosafacades.com

Porcelanosa Façades Systems must be installed in accordance with the latest published installation instructions. Contact Porcelanosa Facades Technical Department for questions and additional information, at 201-995-1310 x2017.

4

The substructure profile system. A patented system to provide a thermal break, makes room for insulation materials to meet latest IECC/ASHRAE requirements for R value and U factors as well as allows the framing tolerances of + or - ¾”

All vertical profiles and fixing clips are powder coated with corrosion resistant proprietary finish t o prevent galvanic reactions with fasteners

All vertical profiles feature a friction surface in order for construction adhesive to properly set in place

All system profile/substructure pieces are essential to the performance of your Porcelanosa Façade and any deferment or fabrication by others will void the warranty

The Omega, or hat channel (installed, horizontally into framing members)

The T and L profiles (installed vertically over Omega)

The Angle brackets used to attach T (vertical joints) and L profiles(anywhere else that T profiles are not used) to the omegas, with a thermal break patented piece to eliminate thermal bridging, installed between the two

There are 4 types of Fixing clips, which are used to attach the porcelain panels to the T and L profiles:

* The Top/Bottom clip used on the top and bottom rows of porcelain panels

* The lateral clip for ends and bumpouts

* The staggered clip, when porcelain panels are installed in a staggered bond

* And the central clips, typically at all 4-corner joints

•

•

•

•

•

•

•

•

Porcelain Panels

The porcelain panels are the star of the installation. These are highly durable, completely water proof, easy to clean, resistant to graffiti, strong, and noncombustible.

The panels are fitted with a fiber-glass mesh for added strength and safety.

The porcelain panels are specific to each individual project and are precisely cut and kerfed at the factory to fit your project. This will make installation much faster and reduce the amount of cuts needed in the field.

Fasteners

One of the unique features of Porcelanosa Porcelain Facades is that we ship all the fasteners to you so you have one less thing to worry about purchasing. We even tell you where to use each fastener in our customized shop drawings for your project.

Every fastener is clearly labeled with its application, whether that is omega to stud, omega to concrete, profile to omega, or fixing clip to profile.

G.

H.

Wall sections (stud and solid) and elevation detailsI.

FULL SIZE @Arch E HALF SIZE @Arch C

VERTICAL DETAILSSTANDARD DETAILS (HORIZONTAL 3

16" JOINT & SLAB LEVEL) @ PODIUM 871

DETAIL A - TYPICAL HORIZONTAL JOINT

B

1. EXTERIOR STUD WALL: DRY WALL, METAL/WOOD STUDS,SHEATING; BY OTHERS *

2. EXTERIOR SOLID WALL: CMU/REINFORCED CONCRETE; BYOTHERS*

3. AIR BARRIER COARSE; BY F.T.*

4. WINDOW SYSTEM; BY OTHERS*

5. HILTI KB3 SCREW 3/8”x3-3/4”; TO BE USED TO FIXL-SPACER BRACKET TO REINFORCED CONCRETE WALL ***

6. HILTI KWIK SCREW HUS-EZ ¼” x 2-5/8”; TO BE USED TOFIX METAL PROFILE TO REINFORCED CONCRETE WALL & CMU***

7. HILTI HIT-HY 70 (EPOXY), HIT-5.8 38"x412" (ANCHOR ROD) &

HIT-SC 16X85 (SLEEVE); TO BE USED TO FIX L-SPACERBRACKET TO CMU WALL ***

8. HILTI KWIK SCREW HUS-EZ ¼” x 3”; TO BE USED TO FIXL-SPACER BRACKET TO BRICK MASONRY WALL ***

9. STEEL SCREW; HILTI S-MD 12 - 24 x 2”; TO BE USED TO FIXL-SPACER BRACKET TO STEEL STRUCTURE ***

10. METAL STUD SCREW; HILTI SS-MD 12–14 x 2-1/2”; TO BEUSED TO FIX METAL PROFILE TO METAL STUD WALL ***

11. WOOD STUD SCREW; SIMPSON SDS 25200 SS ¼X2"; TO BEUSED TO FIX METAL PROFILE TO WOOD STUD WALL ***

12. ALUMINUM OMEGA PROFILE 20x140MM (1316"x512"); 3M(1181

8") LONG

13. SINGLE/DOUBLE THERMAL ISOLATOR (PLASTIC PAD)

14. SINGLE ALUMINUM SPACER L-BRACKET; TYP. LENGHT 60MM(238"). CHECK SPECIFIC WALL BUILDUP TO USE ADEQUATE SIZEOF BRACKET.**

15. DOUBLE ALUMINUM SPACER L-BRACKET; TYP. LENGHT 60MM(238"). CHECK SPECIFIC WALL BUILDUP TO USE ADEQUATE SIZEOF BRACKET.**

16. THERMAL INSULATION SPECIFICALLY ENGINEERED FOR CAVITYWALL APPLICATIONS 2"; BY F.T.*

17. LT SCREW; ETANCO SELF-DRILLING SCREW DIN 7504 K Ø0.22x 0.87; TO BE USED TO FIX VERTICAL PROFILES TO SPACERL-BRACKETS

18. POWDER COATED (BLACK) ALUMINUM T-PROFILE,100x60x2.7MM (31516"x238"x1

8"), 3M (11818") LONG

19. POWDER COATED (BLACK) ALUMINUM L-PROFILE 40x60x2.7MM(1916"x238"x1

8"), 3M (11818") LONG

20. BLACK POLYURETHENE STRUCTURAL SILICON-P-404

21. ALUMINUM FLASHING/TRIM; BY F.T.*

22. FIXING CLIP SCREW; ETANCO SELF-DRILLING SCREW Ø0.16 x0.55; TO BE USED TO FIX FIXING PLATES TO VERTICALPROFILES

23. INVISIBLE/VISIBLE CENTRAL STAINLESS STEEL FIXINGPLATE;TYP. 5MM (316")JOINT

24. INVISIBLE/VISIBLE LATERAL STAINLESS STEEL FIXING PLATE.TYP. 5MM (316")JOINT

25. INVISIBLE/VISIBLE START/END FIXING PLATE

26. INVISIBLE/VISIBLE STAGGERED STAINLESS STEEL FIXINGPLATE.TYP. 5MM (316")JOINT ***

27. PORCELAIN PANEL TYPE A.1; 1200x596x11.5 (4714"x237

16"x716")

EXTREME WHITE; BY PORCELANOSA

28. PORCELAIN PANEL TYPE A.2; 1200x588x11.5 (4714"x233

16"x716")

EXTREME WHITE; BY PORCELNOSA

29. PORCELAIN PANEL TYPE B.1; 1200x596x11.5 (4714"x237

16"x716")

CUBICA; BY VENIS

30. PORCELAIN PANEL TYPE B.2; 1200x588x11.5 (4714"x233

16"x716")

CUBICA; BY VENIS

31. ELCO ULTRACON Ø5/16" x 2-1/4"; TO BE USED TO FIXOMEGA PROFILE TO REINFORCED CONCRETE WALL & CMUWALL

32. ELCO DRIL FLEX SCREW 1/4-20 x 2 1/2" SILVER STALGARD;TO BE USED TO FIX OMEGA PROFILE TO METAL STUD WALLWHEN LONGER PENETRATION NEEDED (TO BE USED AT EVERYEXTERIOR FAÇADE).

*NOTE 1SUPPLIED BY OTHERS

**NOTE 2ALL SPACER L-BRACKETS INCLUDED IN THIS PACKAGE ALLOWFOR +/- 3/4" IN-AND-OUT- TOLERANCE OF THE SUBSTRATEWALL. IT IS RESPONSABILITY OF FAÇADE INSTALLER TOIDENTIFY AS SOON AS POSSIBLE UNEVENCY OF BACKUP WALLLARGER THAN THE TOLERANCE WITHIN THE SYSTEM ANDCOMMUNICATE TO SUPPLIER

***NOTE 3NOTES CROSSED OUT INDICATES COMPONENTS NOT APPLICABLEOR NOT USED IN THIS PROJECT

drawing reviewed by: ........................................

important note shop drawings review

status A

status B

status C

date reviewed

job title

drawn checked

drawing title drawing no. rev.

scale

JC IV

architect status reference

CONTRACT 15.0218

NORTHEASTERN BOULEVARDQUEEN, NY

*THESE SHOP DRAWINGS REPRESENT OUR INTERPRETATION OF THE PLANS AND SPECIFICATIONS, AND OUR CONTRACT REQUIREMENTS FOR THIS PROJECT.*PRIOR TO MANUFACTURE OF ANY PRODUCT FOR THIS JOB, ALL DIMENSIONS, METHODS OF CONSTRUCTION, AND EXISTING CONDITIONS MUST BE CHECKED AND CORRECTED OR APPROVED BY OUR CUSTOMER.*NO PRODUCT WILL BE SCHEDULED FOR FABRICATION UNTIL WE HAVE BEEN NOTIFIED IN WRITING BY OUR CUSTOMER THAT OUR DRAWINGS HAVE BEEN APPROVED FOR FABRICATION. APPROVAL DELAYS WILLRESULT IN FABRICATION DELAY.*WE ASSUME NO RESPONSABILITY AS TO MEASUREMENT OR DETAILS AFFECTING ANY WORK BUT OUR OWN.*ALL DIMENSIONS TO BE RE-CHECKED AND VERIFIED IN FIELD/ON-SITE PRIOR TO INSTALLATION.*ITEMS INCLUDING, BUT NOT LIMITED TO, INSULATION, FLASHING, WATERPROOFING, DAMP-PROOFING, SEALANT, WEEPS, ETC. ARE BEYOND THE SCOPE OF PORCELANOSA AND MAY NOT BE SHOWN ON THESEDETAILS. REFER TO THE CONTRACT DOCUMENTS FOR SUCH ITEMS.*THESE DRAWING ARE TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS AND ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE RELEVANT ENGINEER.

IV/JCAISSUED FOR COMMENT

issue dates

DETAIL B - TYPICAL HORIZONTAL JOINT (SLAB LEVEL)

22

23

3

31

16

17

2

12

18

20

27

T.O.C. FLOOR SLAB

B.O.C.

TYP. JOINT

3 16"

14

TYP. BUILDUP 412"

13

INSULATION 2"

*CLADDING SYSTEM TOLERANCE +/- 34" *CLADDING SYSTEM TOLERANCE +/- 34"

IMPORTANT NOTE:

THIS CURRENT SET OF SHOP DRAWING ARE EXCLUSIVELY FOR THE PORCELANOSA PORCELAIN PANEL EXTERIOR WALL SYSTEM.ANY OTHER DETAIL OR COMPONENT NOT PART OF THE PORCELAIN PANEL EXTERIOR WALL SYSTEM IS THEREFORE SHOWN IN THIS SHOPDRAWINGS ONLY/MERELY INDICATIVELY AND IN NO WAY IT PROVIDES OR REPRESENTS GUIDANCE/INSTRUCTION FOR HOW THIS MIGHT ORSHOULD BE BUILT. PLEASE REFER TO THE RELEVANT SHOP DRAWING PACKAGE FOR COMPONENTS AND DETAILS OUTSIDE THE SCOPE OFTHIS PORCELAIN PANEL EXTERIOR WALL SYSTEM SHOP DRAWING PACKAGE. WHERE THOSE COMPONENTS AND DETAILS ARE SHOWN,THEIR DESIGN, CONSTRUCTION DETAIL, SUPPORT SYSTEM, SUPPLY AND INSTALLATION WILL BE RESPONSIBILITY OF OTHERS (BY OTHERS).

22

23

18

20

27

TYP. JOINT

3 16"

14

3

31

16

17

2

12

TYP. BUILDUP 412"

13

INSULATION 2"

IMPORTANT NOTETHIS DRAWING IS TO BE READ IN CONJUCTOIN WITH DWG 001,002 & 003

IV/JCBISSUED FOR COMMENT

SOLID WALL SECTION EXAMPLE

4 5

STUD WALL SECTION EXAMPLESEAL & SIGNATURE PROJECT No:

DWG BY:

CHK BY:

DWG No:

N/A

REVISION:

JC

JC/IV

DWG TITLE:

SCALE:

PROJECT:

TRAINING INSTALLERS

ARCHITECT:PORCELANOSA

STATUS: SHOP DRAWINGS

IMPORTANT NOTES:

NOTE1THIS SET OF SHOP DRAWINGS ARE THE PROPERTY OF PORCELANOSA.IT IS NOT TO BE REPRODUCED, COPIED OR DISCLOSED TO ANY THIRDPARTY, NOR TO BE USED FOR ANY UNAUTHORIZED PURPOSE WITHOUTWRITTEN PERMISSION FROM PORCELANOSA.

NOTE 2THIS SET OF SHOP DRAWINGS ARE EXCLUSIVELY FOR THE PORCELANOSAPORCELAIN PANEL EXTERIOR WALL SYSTEM.ANY OTHER DETAIL OR COMPONENT NOT PART OF THE PORCELAIN PANELEXTERIOR WALL SYSTEM IS THEREFORE SHOWN IN THIS SHOP DRAWINGSONLY/MERELY INDICATIVELY AND IN NO WAY IT PROVIDES OR REPRESENTSGUIDANCE/INSTRUCTION FOR HOW THIS MIGHT OR SHOULD BE BUILT.PLEASE REFER TO THE RELEVANT SHOP DRAWING PACKAGE FORCOMPONENTS AND DETAILS OUTSIDE THE SCOPE OF THIS PORCELAIN PANELEXTERIOR WALL SYSTEM SHOP DRAWING PACKAGE. WHERE THOSECOMPONENTS AND DETAILS ARE SHOWN, THEIR DESIGN, CONSTRUCTIONDETAIL, SUPPORT SYSTEM, SUPPLY AND INSTALLATION WILL BERESPONSIBILITY OF OTHERS (BY OTHERS).

NOTE 3THIS SET OF SHOP DRAWINGS REPRESENT OUR INTERPRETATION OF THEPLANS, SPECIFICATIONS AND OUR CONTRACT REQUIREMENTS FOR THISPROJECT.

NOTE 4PRIOR TO MANUFACTURE OF ANY PRODUCT FOR THIS JOB, ALL DIMENSIONS,METHODS OF CONSTRUCTION, AND EXISTING CONDITIONS MUST BE CHECKEDAND CORRECTED OR APPROVED BY OUR CUSTOMER.

NOTE 5NO PRODUCT WILL BE SCHEDULED FOR FABRICATION UNTIL WE HAVE BEENNOTIFIED IN WRITING BY OUR CUSTOMER THAT OUR DRAWINGS HAVE BEENAPPROVED FOR FABRICATION. APPROVAL DELAYS WILL RESULT INFABRICATION DELAY.

NOTE 6WE ASSUME NO RESPONSABILITY AS TO MEASUREMENT OR DETAILSAFFECTING ANY WORK BUT OUR OWN.

NOTE 7ALL DIMENSIONS TO BE RE-CHECKED AND VERIFIED IN FIELD/ON-SITE PRIORTO INSTALLATION.

NOTE 8THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL OTHERRELEVANT DRAWINGS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE RELEVANT ENGINEER.

REVISION DATE DESCRIPTION

A 1612 ISSUED FOR CONSTRUCTION

551

A

SECTION DETAIL

3"=1'-0" @ Arch C

512"5"

512"5"

LEGEND

1. EXTERIOR STUD WALL: DENSGLASS, METAL STUDS,DENSGLASS

2. HILTI SELF‐DRILLING SCREW S‐MD53S Ø0.22"x 2"SS304. MAXDISTANCE 16"; MIN. EDGE DIST 1" ; TO BE USED TO FIXOMEGA PROFILE TO METAL STUD WALL WITH SINGLESHEATHING


8") LONG


5. SINGLE SUPPORT BRACKET; TYP. LENGHT 80MM (318"). CHECK

SPECIFIC WALL BUILDUP TO USE ADEQUATE SIZE OF BRACKET

6. DOUBLE SUPPORT BRACKET; TYP. LENGHT 80MM (318"). CHECK

SPECIFIC WALL BUILDUP TO USE ADEQUATE SIZE OF BRACKET

7. LT SCREW; ETANCO SELF‐DRILLING SCREW 7504K SS304Ø0.22"x0.87"+ Ø0.63" WASHER; TO BE USED TO FIX VERTICALPROFILES TO SUPPORT BRACKET & TO SUPPORT BRACKETSTO OMEGA PROFILE

8. POWDER COATED (BLACK) ALUMINUM T-PROFILE, 100x60x2.7MM(31516"x238"x1

8"), 3M (11818") LONG


8"), 3M (11818") LONG



12. INVISIBLE CENTRAL STAINLESS STEEL FIXING PLATE;TYP. 5MM(316")JOINT

13. INVISIBLE LATERAL STAINLESS STEEL FIXING PLATE. TYP.5MM (316")JOINT

14. INVISIBLE START/END FIXING PLATE

15. PORCELAIN PANEL BY PORCELANOSA GRUPO

V1 - TYPICAL TOP ENDING DETAIL V2 - TYPICAL BOTTOM ENDING DETAIL

1

15108

1411

37

2

4

7

6

5

REST

(MA

X 1 2")

1 4 "

5

7

14

11

1211

1211

15108

1

II. SAFETY

SAFETY INSTRUCTIONS FOR CERAMIC TILES

Made from raw materials of mineral origin (mainly clays), which have been mixed with water, dried, formed, and fired in high-temperature kilns. They may have a glaze surface coating that has been fired together with the body. They are used as construction elements to cover façade, wall, and floor surfaces.

EMERGENCIES OSHA: 1(800)321-6742

Call OSHA to report emergencies, unsafe working conditions, safety and health violations, to file a complaint, or to ask safety and health questions. The Occupational Safety and Health Administration is an agency of the United States Department of Labor.

The information detailed here is based on our knowledge at the date stated; it refers exclusively to the product indicated and does not constitute a guarantee of particular qualities. The user is responsible for using the product in accordance with the recommendations provided.

A. DANGERS

In certain handling processes (cutting, edge-grinding or rectification, disposal, etc.) dust may be produced that could irritate the exposed body parts owing to its abrasive effect.

The dust released in these operations contains respirable crystalline silica (RCS), whose inhalation could cause acute or chronic silicosis (nodular fibrosis of the lungs), depending on the quantity and exposure time. Epidemiological studies indicate that silicosis is a risk factor for lung cancer.

The quantity of RCS contained in the dust that tiles might release during handling varies, since this depends on dust composition and the size of the particles involved (RCS has a particle size below 4 μ). A preliminary study conducted on the dust in rectification water shows a respirable crystalline silica percentage far below 1%.

No adverse effects are known for health or the environment of whole tiles.

6

B. FIRST AID

Inhalation of dust:Take the affected person outdoors. Give artificial respiration if necessary.


1. DANGERS

2. FIRST AID


EMERGENCIES +34 91 592 04 20Instituto Nacional de Toxicología y Ciencias Forenses (24 h/365 days)


Manufacturer/company:

Address (town, ZIP, country):

Phone/Fax/E-mail:

No adverse effects are known for health or the envi-

ronment of whole tiles.


The dust released in these operations contains respirable crys-talline silica (RCS), whose inhalation could cause acute or chro-nic silicosis (nodular fibrosis of the lungs), depending on the quantity and exposure time. Epidemiological studies indicate that silicosis is a risk factor for lung cancer.

The quantity of RCS contained in the dust that tiles might relea-se during handling varies, since this depends on dust compo-sition and the size of the particles involved (RCS has a particle size below 4 µ). A preliminary study conducted on the dust in rectification water shows a respirable crystalline silica percenta-ge far below 1%.

Inhalation of dust: Take the affected person outdoors. Give artificial respiration if necessary.

Contact with skin: Wash with soap and water. In the case of a cut, proceed according to the seriousness of the injury.

Contact with eyes: Hold the eyes open and wash with abundant water.

Ingestion of dust: Highly unlikely route. The product is neither toxic nor is it retained in the intestinal tract.

Contact with eyes:Hold the eyes open and wash with abundant water.


1. DANGERS

2. FIRST AID






Phone/Fax/E-mail:










Ingestion of dust:Highly unlikely route. The product is neither toxic nor is it retained in the intestinal tract.


1. DANGERS

2. FIRST AID






Phone/Fax/E-mail:










Contact with skin:Wash with soap and water. In the case of a cut, proceed according to the seriousness of the injury.


1. DANGERS

2. FIRST AID






Phone/Fax/E-mail:










C. STORAGE

Ceramic tiles need no specific conditions to assure safe storage and they exhibit no incompatibilities with other products or materials. They have a very long working life since they are not readily degraded.

D. DISPOSAL

Tile wastes are classified as inert materials, so that they can be disposed of at an authorized disposal site in accordance with applicable regulations.

E. TRANSPORT

Ceramic tiles are considered non-hazardous for transport according to the international criteria on earth, sea, and air transport.

F. SAFE HANDLING

The measures described refer to processes that involve the production of dust and/or breaking of tiles, such as cutting and rectification.

GENERAL MEASURESHave good ventilation in the workplace. Avoid dust formation and dispersal. It is recommended that wet working methods should be used that reduce or avoid dust production. If this cannot be avoided, there should be a localized extraction system or the material should be handled in a closed system. Regularly collect the dust that forms by suction or wet cleaning mechanisms.

PERSONAL PROTECTIONDuring tile handling.Use gloves to prevent possible cuts and scratches.Safety footwear to prevent possible foot injury because of tiles falling on feet.

During processes that produce dust.Respiratory protection, safety glasses, and suitable clothing to prevent exposure to dust.

It is recommended to consult suppliers of individual protective equipment (IPE) to determine the most appropriate IPE as a function of the workplace and dust concentration.

FIRE PREVENTIONCeramic tiles are non-combustible.Observe standard fire protection regulations.

ENVIRONMENT PROTECTIONClean possible discharges and emissions taking into account the applicable limit values.

6 7

Porcelanosa Porcelain Facades can be more easily installed with the tools listed below. Having these on hand will make for a faster and easier installation.

III. RECOMMENDED TOOLS

CLAMPING TOOLS

BEATING TOOLS

HAND TOOLS

ELECTRIC TOOLS

LASER LEVELS

SAFETY ITEMS

HAND LEVELS AND ADJUSTMENT TOOLS

8

IV. INSTALLATION

Check to ensure that the façade support coincides with that specified in the project.

Please notify the General Contractor AND PORCELANOSA Installation Manager immediately if the substrate wall at the jobsite is different to what it specified and shown in the shop drawings.

Check to ensure that the support or installation base is stable and not likely to become deformed or cracked. The support must be subject to vertical deviation of no more 1/8” every 3 ft, and horizontal deviation of no more than 3/8” for every 6 ft.

Determine the final level of the façade with respect

A. Preparing the substrate (planning, layout, etc.)

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS

DRAWN BY: CHECKED BY:

REVISION:SHEET NO:

JCS IV

NO. DATE

REVISIONS:

NOTE1THIS SET OF SHOP DRAWINGS ARE THE PROPERTY OFPORCELANOSA.IT IS NOT TO BE REPRODUCED, COPIED OR DISCLOSEDTO ANY THIRD PARTY, NOR TO BE USED FOR ANYUNAUTHORIZED PURPOSE WITHOUT WRITTENPERMISSION FROM PORCELANOSA.

NOTE 2THIS SET OF SHOP DRAWINGS ARE EXCLUSIVELY FORTHE PORCELANOSA PORCELAIN PANEL EXTERIOR WALLSYSTEM.ANY OTHER DETAIL OR COMPONENT NOT PART OF THEPORCELAIN PANEL EXTERIOR WALL SYSTEM ISTHEREFORE SHOWN IN THIS SHOP DRAWINGSONLY/MERELY INDICATIVELY AND IN NO WAY ITPROVIDES OR REPRESENTS GUIDANCE/INSTRUCTIONFOR HOW THIS MIGHT OR SHOULD BE BUILT. PLEASEREFER TO THE RELEVANT SHOP DRAWING PACKAGEFOR COMPONENTS AND DETAILS OUTSIDE THE SCOPEOF THIS PORCELAIN PANEL EXTERIOR WALL SYSTEMSHOP DRAWING PACKAGE. WHERE THOSECOMPONENTS AND DETAILS ARE SHOWN, THEIRDESIGN, CONSTRUCTION DETAIL, SUPPORT SYSTEM,SUPPLY AND INSTALLATION WILL BE RESPONSIBILITYOF OTHERS (BY OTHERS).

NOTE 3THIS SET OF SHOP DRAWINGS REPRESENT OURINTERPRETATION OF THE PLANS, SPECIFICATIONS ANDOUR CONTRACT REQUIREMENTS FOR THIS PROJECT.

NOTE 4PRIOR TO MANUFACTURE OF ANY PRODUCT FOR THISJOB, ALL DIMENSIONS, METHODS OF CONSTRUCTION,AND EXISTING CONDITIONS MUST BE CHECKED ANDCORRECTED OR APPROVED BY OUR CUSTOMER.

NOTE 5NO PRODUCT WILL BE SCHEDULED FOR FABRICATIONUNTIL WE HAVE BEEN NOTIFIED IN WRITING BY OURCUSTOMER THAT OUR DRAWINGS HAVE BEENAPPROVED FOR FABRICATION. APPROVAL DELAYSWILL RESULT IN FABRICATION DELAY.

NOTE 6WE ASSUME NO RESPONSABILITY AS TOMEASUREMENT OR DETAILS AFFECTING ANY WORKBUT OUR OWN.

NOTE 7ALL DIMENSIONS TO BE RE-CHECKED AND VERIFIED INFIELD/ON-SITE PRIOR TO INSTALLATION.

NOTE 8THESE DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH ALL OTHER RELEVANT DRAWINGS AND ANYDISCREPANCIES TO BE BROUGHT TO THE ATTENTIONOF THE RELEVANT ENGINEER.

IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

LEGEND

B

ARCHITECTURAL ASSEMBLY

1/4"=1'-0"@Arch E 1/8"=1'-0"@Arch C

451

ELEVATIONSSUBSTRUCTURE

V4

V1

V2

V3

VOLUME 1 VOLUME 2

VOLUME 3

VOLUME 4

18'-13 8"

11'-61 4 "

SUBSTRATE

CMU WALL

METAL STUD WALL

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV

NO. DATE

REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

BUIDUP

41 2 "

BUILDU

P 11

3 4 "

BUIDUP

41 2 "

EX.FINISH FLOOR100'-0"






451P5

451P6

451P7

451P8

451P1

451P2

451P3

451P4

451P9

451P10

451P11

451P12

P1 - VOLUME 1

P2 - VOLUME 1

P3 - VOLUME 2

P4 - VOLUME 2

P5 - VOLUME 3 P7 - VOLUME 3


P9 - VOLUME 4

P10 - VOLUME 4

P11 - VOLUME 4

P12 - VOLUME 4

501H1

501H1

501H1

501H1

501H2

501H2

501H2

501H3

501H5

501H6

501H5

501H5

501H7

501H4

501H4

551V1

551V5

551V5

551V5

551V5

551V6

551V6

551V6

551V6

551V4

551V4

551 551SIM.V4

551V4

551V4

551V7

BUIDUP

41 2 "

BUIDUP

41 2 "

BUIDUP

41 2 "

BUIDUP

41 2 "

BUIDUP

41 2 "

BUILDU

P 11

3 4 "

BUILDU

P 11

3 4 "

BUILDU

P 11

3 4 "

BUILDU

P 11

3 4 "

BUILDU

P 11

3 4 "

BUIDUP

113 4 "

BUIDUP

41 2 "

SIM.V4

501SIM.H7

A 17/08/31

551SIM.V1

551SIM.V1

551SIM.V1

551SIM.V1

18'-13 8"

11'-61 4"

18'-15 8 "

11'-41 16

"

BUILDUP

4 12" BUILDUP

11 34" BUILDUP

3'-4

"

B 17/10/04

A A

A = 23916" (599 MM) A = 239

16" (599 MM)

A A A A A A 6REST6REST

S.O.P.

REST

551V7

A A A A A A A A 6REST6REST REST

20'

9'-11"

4 EQ

8"7"

3 EQ

3 4 "FU

LL P

ROFILE

3 4 "

REST

5"9'-11"

4 EQ

8"7"

3 EQ

3 4 "FU

LL P

ROFILE

3 4 "RE

ST

A = 23916" (599 MM) A = 239

16" (599 MM)

A = 23916" (599 MM) A = 239

16" (599 MM)

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AA A A A A A A A11316"REST

4"

6" REST

8"

5"9'-11"

4 EQ

7"3

EQ

3 4 "FU

LL P

ROFILE

3 4 "RE

ST

S.O.P.

8"7"

3 EQ

11316" REST 4"REST

5"9'-11"

4 EQ

3 4"FU

LL P

ROFILE

3 4"

REST

4"

316"3

16"

A A A A A A A A A A A A A6" REST 11316"REST 113

16" A A A A A A A A A A A A A A A A 4"RESTREST

4"

5"9'-11"

4 EQ

316"

8"7"

3 EQ

8"7"

3 EQ

5"9'-11"

4 EQ

4"

316"

S.O.P.

S.O.P.S.O.P.

3 4"FU

LL P

ROFILE

3 4"RE

ST

3 4 "FU

LL P

ROFILE

3 4 "

REST

S.O.P.

118" 118"

S.O.P. S.O.P.

118" 118"

IMPORTANT NOTE: PORCELAIN PANEL SYSTEM ISASSUMED TO BE SUPPORTED BY 16 GAUGE STUDS

PROVIDED AT MAXIMUM 16” O.C. IT IS THE INSTALLER'SRESPONSIBILITY TO ENSURE THAT THE CONNECTION OFTHE PORCELAIN PANEL SYSTEM IS TO THE CORRECT

GAUGE FRAMING, AND AT THE FREQUENCY ANDLOCATIONS INDICATED IN THIS SHOP DRAWING SUBMITTAL

STRUCTURE SETTING OUTPUT EXAMPLE

PANEL SETTING OUTPUT EXAMPLE

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV

NO. DATE

REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

LEGEND PANEL DIMENSIONS FROM FACTORY

PANEL 2 (MESH + 4 KERFS)IS:4678"x 734"MS:1190x197mm

TOTAL NET FAÇADE AREA= 2,080 SF

B


1/4"=1'-0"@Arch E 1/8"=1'-0"@Arch C

401

ELEVATIONSPANEL LAYOUT

V4

V1

V2

V3

VOLUME 1 VOLUME 2

VOLUME 3

VOLUME 4

18'-21 16

"

11'-51 16

"

21'-734" 21'-73

4"

18'-21 16

"

35'-412"

68'-938"37'-47

8"

29'-6716"

11'-51 16

"

18'-21 16

"11'-51 16

"

PANEL 1 (MESH + 6 KERFS)IS: 4678"x 734"MS:1190x197mm

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV

NO. DATE

REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

*THIS PANEL MUST BE CUT ON SITE AS PER

FIELD DIMMENSIONS, APROX. HALF PANELCUT ON SITE

9'-1014" 7'-105

8"

5'-11 116" 7'-105

8"

5'-11 116" 5'-11 1

16" 5'-11 116" 5'-11 1

16"

BUIDUP

41 2"

BUILDU

P 11

3 4 "

BUIDUP

41 2"







401P5

401P6

401P7

401P8

401P1

401P2

401P3

401P4

401P9

401P10

401P11

401P12

P1 - VOLUME 1

P2 - VOLUME 1

P3 - VOLUME 2

P4 - VOLUME 2



P9 - VOLUME 4

P10 - VOLUME 4

P11 - VOLUME 4

P12 - VOLUME 4

501H1

501H1

501H1

501H1

501H2

501H2

501H2

501H3

501H5

501H6

501H5

501H5

501H7

501H4

501H4

551V1

551V1

551V5

551V5

551V5

551V5

551V6

551V6

551V6

551V6

551V4

551V4

551 551SIM.V4

551V4

551V4

S.O.P.

S.O.P.

S.O.P.

551V7

551V7

BUIDUP

41 2 "

BUIDUP

41 2"

BUIDUP

41 2 "

BUIDUP

41 2 "

BUIDUP

41 2 "

BUILDU

P 11

3 4"

BUILDU

P 11

3 4"

BUILDU

P 11

3 4 "

BUILDU

P 11

3 4 "

BUILDU

P 11

3 4 "

BUIDUP

113 4 "

BUIDUP

41 2 "

SIM.V4

501SIM.H7

A 17/08/31

551SIM.V1

551SIM.V1

551SIM.V1

551SIM.V1

B 04/10/12

S.O.P.

S.O.P. S.O.P.

S.O.P.S.O.P.

S.O.P. S.O.P. S.O.P.




to overhangs, cantilevered elements or any item that protrudes beyond its vertical plane.

Take structural joints into account, and consider the use of expansion joints.

Check to ensure that the supporting and anchoring elements of the substructure of the façade conform to the required technical specifications.

Check that the actual measurements of the façade coincide with those shown on the plans. If they do not, amend the modulation documents and façade-installation plans accordingly.

Determine the reference or setting out point/s of the façade.

Using the reference point of the façade as a starting point, and on the basis of its modulation documents, mark the support to show the position of the substructure profiles. Distance of ≤ 66 cm

Mark the position of the profiles on the surround and at other critical points.

Use the thickness of the thermal-insulating material and the overhang of the façade as a basis for deter-mining the height of the aluminum angle brackets that correspond to the different areas of the façade. The level-deviation of each aluminum angle bracket must not exceed 20-30 mm.

8 9

The Omega profiles are made of Al-Mg-Si alloy 6005 coating in accordance to ISO specification.

Make sure the water resistive barrier has been properly applied to the substrate prior to Omega installation.

Check the stud wall for plumbness prior to chalking line. Ensure you allow for proper hardscape or finished soil grade clearances.

Fasten the omega profiles in horizontal position (with the help of a laser level) to the substructure according to the project’s shop drawings provided. Install the omega profiles next to each other, along the longitudinal axis. Leave a ¾’’ gap between profiles.

B. Install substructure (omegas)

Once the first horizontal line is installed, the next row of the omega profile must be placed according to shop drawings and never more than 30” o/c.

Omega Profiles must be fixed using at least two screws every metal stud. One screw on each side of the top hat profile positioned within the par of ridges. The pair of the screws must be fixed in line, with the longitudinal axis for the metal stud frame.

IMPORTANT NOTE: Porcelain Panel system is assumed to be supported by 17 gauge studs provided at maximum 16” O.C. It is the installer’s responsibility to ensure that the connection of the porcelain panel system is to the correct gauge framing, and at the frequency and locations indicated in this shop drawing submittal.

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV

NO. DATEA ISSUED FOR PRICING

REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002

NO. OF FIXING POINTS AND LOCATION OF SPACER L-BRACKET*SCREW SPECIFICATION WILL DEPEND ON SUBSTRATE WALL (CONCRETE/CMU) - REFER TO SCREW SCHEDULE

MAXIMUM VERTICAL SPACING BETWEEN ANCHORS TO SUBSTRATE WALL* THE SAME CRITERIA WILL BE USED FOR SPACING BETWEEN L-BRACKETS IN SOLID WALLS.

*SPACING AS INDICATED IN THE PROJECT SUBSTRUCTURE DRAWINGS. IF NOT NOTED, FOLLOW THIS

ANCHORING MINIMUM DISTANCE TO EDGE OF WALL*IN CASE THAT NEED TO BE LESS, CONSULT WITH PORCELANOSA

FIXING METHODS - P404

38" 3

8"

T-PROFILETWO 38" WIDTH (APROX) COLUMNS OF P404

L-PROFILEONE 38" WIDTH (APROX) COLUMN OF P404

APROX. PERFORMANCE OF P404(INCLUDES WASTE FACTOR)

1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ

LOCATION AND DIMENSIONS OF FIXING PLATES AND KERF SAW CUTS

INVISIBLE FIXING SYSTEMd1 = note*d2 = 0,197" (5mm)d3 = 0,079" (2mm)d4 = 2,913" (74mm)d5 = 0,551" (14mm)d6 = 0,512" (13mm)

d4 d5

d6

d4 d5

d6

d1d2d1

d1

note*d1= 9,5-12mm depending of size of tile andfinish. For invisible fixing system d1 must beminimum 10mm.

LOCATION AND NO. OF FIXING POINTS IN FIXING PLATES

LATERAL

2 FIXING CLIP SCREWS

START&ENDING

ENDING: 3 FIXING CLIP SCREWSSTART: 4 FIXING CLIP SCREWS

START&ENDING HALF


LOCATION, SPACING AND NO. OF FIXING POINTS OF HORIZONTAL PROFILES

OMEG

A FL

ANGE

OMEG

A FL

ANGE

CORRECT INSTALLATIONSCREW CENTERED WITH OMEGA FLANGE

INCORRECT INSTALLATIONSCREW NOT CENTERED WITH OMEGA FLANGE

*SCREW SPECIFICATION WILL DEPEND ON TYPE OF STUD (METAL/WOOD) - REFER TO SCREW SCHEDULE

SCREWS AT TOP & BOTTOM FLANGE OF OMEGA CHANNEL.

END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.

SPACING BETWEEN VERTICAL PROFILES

TYP.

3/4"

GAP BETWEENPROFILES FOR

THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX

*SPACING BETWEEN VERTICAL PROFILES AS INDICATED IN THE PROJECT SUBSTRUCTURE DRAWINGS.IF NOT NOTED, MAXIMUM SPACING WILL BE 239

16” (599 MM).

A A A

CLADDING SYSTEM TOLERANCES* IN-AND-OUT TOLERANCE = +/- 3/4" (20MM)

* IF WALL IS BEYOND SYSTEM MAX TOLERANCE, ADDITIONAL SPACER L-BRACKET MUST BE USED.FAÇADE INSTALLER MUST CONSULT WITH PORCELANOSA

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"

TYP. OVERLAP = 1916"

CMU WALL

2

3

SITE SITUATION 1: WALL IS VERTICALLY PLUMBEDSITE SITUATION 2: WALL CAN BE FURTHER OUT BY 3/4 INCHSITE SITUATION 3: WALL CAN BE FURTHER IN BY 3/4 INCH

MAX 24"@ CMU WALL MIN. 2-1/2"@ CMU WALL

5" MIN.

METHOD 2: CONTINUOUS FIXING OF VERTICAL PROFILES

*RECOMMENDED METHOD FOR LOW RISE BUILDINGS

FIG.3 - VERTICAL PROFILES TO L-BRACKETS

FIXED FIXING POINT(NO MOVEMENT)


DYNAMIC FIXING POINT




VERTICAL PROFILES TO BESUPPORTED WITH DYNAMIC(SLOTTED HOLE) FIXINGPOINTS EXCEPT FOR THEUPPER FIXING POINT

*SPACING BETWEEN PROFILES AS INDICATEDIN THE PROJECT SUBSTRUCTURE DRAWINGS.IF NOT NOTED, MINIMUM GAP WILL BE 3/4”.

*SPACER L-BRACKET TYPE (SINGLE OR DOUBLE)TO FIX PROFILES TO SUBSTRATE WALL ASINDICATED IN THE PROJECT SUBSTRUCTUREDRAWINGS.

TYP.

MIN. 3 4"

[20

.00]

*ONLY APPLICABLE WHEN METHOD 2 (CONTINUOUS FIXING OF VERTICAL PROFILES) IS USED

SITUATION 1

1 16" [1.00

]TY

P JO

INT

5 16" [8.00]

P404 TO BE LOCATED WHERE THERE IS GREATER OVERLAP WITH VERTICAL PROFILES.

SITUATION 1: GREATER OVERLAP ON PROFILE ABOVE HENCE ADHESIVE TO BE USED ONLY ABOVESITUATION 2: GREATER OVERLAP ON PROFILE BELOW HENCE ADHESIVE TO BE USED ONLY BELOW

SITUATION 2

WITH OMEGA

DOUBLE BRACKET: 2 LT SCREWS

SINGLE BRACKET: 2 LT SCREWSSINGLE

OMEGA PROFILEDOUBLE

HOLLOW BLOCK· EMBEDMENT: 1-1/4" (WALL THICKNESS OF CMU BLOCK)· SPACING: 18" O.C. ON HORIZONTAL OMEGA

GROUT FILLED (if required by job conitions)· EMBEDMENT: 2-1/4"· SPACING: 24" O.C. ON HORIZONTAL OMEGA

REINFORCED CONCRETE· EMBEDMENT: 2"· SPACING: 24" O.C. ON HORIZONTAL OMEGA

A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.

@ EACH STEEL STUD (TYP. 16"O/C) @STUD

1 16" [1.00

]TY

P JO

INT

5 16" [8.00]

*AT THIS POINT, JOINT BETWEENTILES WILL BE 9MM (38")

STAGGERED






FIGURE 1: CLADDING SYSTEM TOLERANCES

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4"

[20

.00]


SITUATION 1

1 16" [1.00

]TY

P JO

INT

5 16" [8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16" [1.00

]TY

P JO

INT

5 16" [8.00]


STAGGERED






FIGURE 2: VERTICAL PROFILES TO L-BRACKETS

*IN-AND-OUT TOLERANCE = +/-- ¾” (20MM)*IF WALL IS BEYOND SYSTEM MAX TOLERANCE, ADDITIONAL SPACER L-BRACKET MUST BE USED. FACADE INSTALLER MUST CONSULT WITH PORCELANOSA

SITE SITUATION 1: WALL IS VERTICALLY PLUMBEDSITE SITUATION 2: WALL CAN BE FURTHER OUT BY ¾”SITE SITUATION 3: WALL CAN BUE FURTHER IN BY ¾”

CMU WALL STUD WALL



10

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16" [1.00

]TY

P JO

INT

5 16" [8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16" [1.00

]TY

P JO

INT

5 16" [8.00]


STAGGERED






FIGURE 3 - P-404 LOCATION IN VERTICAL PROFILE ACCORDING TO TILE POSITION

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]


STAGGERED






FIGURE 4 - NO. OF FIXING POINTS AND LOCATION OFSPACER L-BRACKET

FIGURE 5 - MAXIMUM VERTICAL SPACING BETWEEN ANCHORS TO SUBSTRATE WALL

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.

SPACING BETWEEN VERTICAL PROFILESTY

P.3/

4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4"

[20

.00]


SITUATION 1

1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.

@ EACH STEEL STUD (TYP. 16"O/C) @STUD1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]


STAGGERED






FIGURE 6 - SPACING BETWEEN VERTICAL PROFILES

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]


STAGGERED






FIGURE 7 - LOCATION AND NO. OF FIXING POINTS IN FIXING PLATES

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]


STAGGERED






PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4"

[20

.00]


SITUATION 1

1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]


STAGGERED






FIGURE 8 - ANCHORING MINIMUM DISTANCE TO EDGE OF WALL


P-404 TO BE LOCATED WHERE THERE IS GREATER OVERLAP WITH VERTICAL PROFILES.SITUATION 1: GREATER OVERLAP ON PROFILE ABOVE HENCE ADHESIVE TO BE USED ONLY ABOVESITUATION 2: GREATER OVERLAP ON PROFILE BELOW HENCE ADHESIVE TO BE USED ONLY BELOW

SITUATION 1

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16" [1.00

]TY

P JO

INT

5 16" [8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16" [1.00

]TY

P JO

INT

5 16" [8.00]


STAGGERED





GAUGE FRAMING, AND AT THE FREQUENCY ANDLOCATIONS INDICATED IN THIS SHOP DRAWING SUBMITTAL SITUATION 2

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4"

[20

.00]


SITUATION 1

1 16" [1.00

]TY

P JO

INT

5 16" [8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16" [1.00

]TY

P JO

INT

5 16" [8.00]


STAGGERED






WITH OMEGADOUBLE BRACKET: 2 LT SCREWSSINGLE BRACKET: 2 LT SCREWS

*THE SAME CRITERIA WILL BE USED FOR SPACING BETWEEN L-BRACKETS IN SOLID WALLS*SPACING AS INDICATED IN THE PROJECT SUBSTRUCTURE DRAWINGS. IF NOT NOTED, FOLLOW THIS

CMU/METAL STUD WALL

*SPACING BETWEEN VERTICAL PROFILES AS INDICATED IN THE PROJECT SUBSTRUCTURE DRAWING IF NOT NOTED, MAXIMUM SPACING WILL BE 23 9/16” (599 MM)

STAGGERED LATERAL

3 FIXING CLIP SCREWS 2 FIXING CLIP SCREWS

START & ENDING START & ENDING HALF

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]


STAGGERED






ENDING: 3 FIXING CLIP SCREWS START: 4 FIXING CLIP SCREWS

ENDING: 1 FIXING CLIP SCREWSTART: 2 FIXING CLIP SCREWS

*IN CASE THAT NEED TO BE LESS, CONSULT WITH PORCELANOSA

END OF WALL

10 11

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16" [1.00

]TY

P JO

INT

5 16" [8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16" [1.00

]TY

P JO

INT

5 16" [8.00]


STAGGERED






FIGURE 9 - LOCATION, SPACING AND NO. OF FIXING POINTS OF HORIZONTAL PROFILES

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16" [1.00

]TY

P JO

INT

5 16" [8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16" [1.00

]TY

P JO

INT

5 16" [8.00]


STAGGERED






FIGURE 10 - FIXING METHODS - P404

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16" [1.00

]TY

P JO

INT

5 16" [8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16" [1.00

]TY

P JO

INT

5 16" [8.00]


STAGGERED






FIGURE 11 - LOCATION AND DIMENSIONS OF FIXING PLATES AND KERF SAW CUTS

The omega profile must be fastened to the stud wall, at each stud location using the screws as specified in shop drawings, and provided with your shipment.

All self-drilling screws must have EPDM sealing washers. Typically these are included with your material order.

C. Insulation Install

Please note, the use of insulation is not required for installing Porcelanosa Porcelain Facades and is strictly at the discretion of the building designer.

Ensure at minimum 1-1/4” (30mm) air space between the back of the porcelain and the insulation material, in order to ensure that natural upward convection takes place behind the cladding material.

The type, thickness and characteristics of the thermal-insulating material are to be defined in terms of the project.

Lay the thermal-insulating material in accordance with the instructions provided by the supplier. We recommend the following with respect to the substructure of the facade:

Projected polyurethane (PU): Lay the insulating material after installation of the aluminum angle brackets and the profiles corresponding to the substructure. Porcelanosa recommends keeping the plastic film in the profiles until the projection of the insulation is finished to keep the surface clean. This will prevent cleaning work and the P-404 will work in perfect condition.

Polystyrene (PS) panels: Lay the insulating material before the installation of the aluminum angle brackets corresponding to the substructure.

Check to ensure that the layer of thermal insulating material is continuous, and that there are no thermalbridges still to be dealt with.

•

•

•

D. Angle BracketsThe angle brackets are used to secure the vertical profiles to the horizontal omega profiles. The brackets are the element used to adjust the lead of the facade. The size of these will be indicated in the shop drawings, but may vary depending on whether the building is plumb. The size of the brackets changes in steps of 3/4 “.

There are two types of angle brackets used in every installation: The primary brackets, which are typically used only at the top of a vertical profile, and secondary profiles, which are used everywhere else. Please refer to your shop drawings for vertical profile and bracket type and placement. Also indicated in the shop drawings how many screws, and where they are installed. It is very important to check this point and install the screws as indicated in the shop drawings so that the system works correctly in the expansions.

*SCREWS SPECIFICATION WILL DEPEND ON TYPE OF STUD (METAL/WOOD) - REFER TO SCREW SCHEDULE

SCREWS AT TOP & BOTTOM FLANGE OF OMEGA CHANNEL

PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]


STAGGERED








PROJECT NAME:

CABOT BOULEVARD

SHEET TITTLE:

SCALE:

PROJECT NO:

17.0259

ARCHITECT:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:

JCS IV


REVISIONS:









IMPORTANT NOTES:

PDA INCORPORATED

DESCRIPTION

A

BASIC RULES

NTS

002






38" 3

8"




1 TUBE = 15 FT

38"

1 TUBE = 10,5 OZ



d4 d5

d6

d4 d5

d6

d1d2d1

d1



LATERAL


START&ENDING


START&ENDING HALF



OMEG

A FL

ANGE

OMEG

A FL

ANGE





END OF WALL

212" MIN.

CMU/METAL STUD WALL

281 2" M

AX.


TYP.

3/4"


THERMAL EXPANSION

23916” MAX 239

16” MAX 23916” MAX


16” (599 MM).

A A A



1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


CMU WALL

2

3



5" MIN.













TYP.

MIN. 3 4 "

[20

.00]


SITUATION 1

1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]



SITUATION 2

WITH OMEGA



OMEGA PROFILEDOUBLE




A 17/08/31

1

1916"

FAÇADE LINE

238"

34"

3 4"(20M

M) M

IN. O

VERL

AP

MIN. OVERLAP = 34"

MAX. OVERLAP = 238"


STUD WALL

2

3

281 2" M

AX.

281 2" M

AX.


1 16"

[1.00

]TY

P JO

INT

5 16"

[8.00]


STAGGERED






HOLLOW BLOCK• EMBEDMENT: 1 1/4” (WALL THICKNESS OF CMU BLOCK)• SPACING: 18” O.C. ON HORIZONTAL OMEGA

GROUT FILLED (if required by job conditions)• EMBEDMENT: 2 1/4” • SPACING: 24” O.C. ON HORIZONTAL OMEGA

REINFORCED CONCRETE• EMBEDMENT: 2” • SPACING: 24” O.C. ON HORIZONTAL OMEGA

T-PROFILE

TWO 3/8” WIDTH (APPROX) COLUMNS OF P-404

L-PROFILE

ONE 3/8” WIDTH (APPROX) COLUMNS OF P-404

APPROX. PERFORMANCE OF P-404 (INCLUDES WASTE FACTOR)

1 TUBE = 15 FT1 TUBE = 10,5 OZ

INVISIBLE FIXING SYSTEM

d1 = note*d2 = 0.197” (5mm)d3 = 0.079” (2mm)d4 = 2.913” (74mm)d5 = 0.551” (14mm)d6 = 0.512” (13mm)

note*d1= 9,5 - 12mm depending on size of tile and finish. For invisible fixing system, d1 must be minimum 10mm.

12

The secondary brackets will be placed everywhere that a primary bracket is not used.

The shape of the aluminum angle brackets alternates in line with the flange of the supporting anchoring element.

When installing directly to a solid wall, CMU or brick, anchor the aluminum angle bracket at a joint between bricks.

Your Porcelanosa Porcelain Facade System comes with special, patented thermal break pieces that are installed between the angle brackets and the omega profile, in order to prevent a thermal bridge.

E. T and L (Vertical) Profiles

The vertical profiles serve as the base for the ceramic panel installation.

They come in two shapes: The T and the L. The T vertical profile is used at every vertical joint between ceramic panels. The L profiles are used as additional supports anywhere the T vertical profiles are not used and for inside and outside corners, bumpouts, etc.

You must reference your project-specific shop drawings to denote the following:

Location of each type of profile on the wall

Which way the L profiles are facing (which depends on the angle bracket placement)Location of the bottom of each profile (prior to installation)Taking the time to mark the omegas at the angle bracket locations as to which way the L profiles are facing will make it easier to install.

•

•

•

•

There must be a minimum ¾” overlap between the angle bracket and the profile.

Make sure all vertical profiles are level, aligned and in the same plane.

F. Porcelain Panels

Porcelanosa Porcelain Facade System features a double anchor system which provides maximum wind resistance. First, the chemical anchoring, which also helps to dampen vibrations at high altitudes consist of a line of polyurethane construction adhesive p-404, provided with your shipment (refer to installation instructions below). Secondly, the system also features mechanical anchoring in the form of corrosion-resistant, Stainless-steel fixing clips.

1. Cutting panels, Kerf Cut instructions

Panels will be delivered already cut to size for most areas of the project. Please check your project-specific shop drawings prior to cutting any panels as they may already be assigned to other areas or elevations.

In full size typically 1 or 2 standard sizes. This is a cladding system that allows for easy dimensional adjustment of panels at the jobsite, avoiding the need for verified in field dimensions prior to start with shop drawings, saving time. Also, since the design is optimized and the façade uses as many full panels as possible, the need for field cutting and kerf-cutting panels will be minimized.

These instructions pertain to panel and kerf-cuts that are unavoidable on site in order to fit around certain corners, windows, bumpouts, or as specified in the shop drawings, or where building significantly differs from shop drawings. Please contact the Porcelanosa Facades technical department with any questions regarding field panel cutting and kerf-cutting/slotting.

You must cut the porcelain panels using an electric ceramic wet saw such that the saw:

Feature a continuous cutting band.

Are suitable for tile thicknesses under 1” (25 mm)

•

•

12 13

You can also cut the panels with a manual ruby machine. This cutting requires less time, and can be done with a more economical machine. However, the quality of this cut is inferior, and we would have to review the edge of the piece with a sander to make it aesthetically correct. Also it is necessary to take into account that with this machine is difficult to obtain a totally straight cut.

Kerf saw cuts, placed along the edges of porcelain panels provide the space for placement of the fixing clips. These are the key to the hidden fastening system on the Porcelanosa Porcelain Facade System.

The number and type of slots depends on the porcelain panel dimensions and the design of the project.

The kerf saw cut characteristics, as well as its tolerances, are listed in Appendix I of the on-site cutting and kerf saw cutting manual. As mentioned above most panels will come cut from the factory and ready to install, but in some areas such as bumpouts, windows, doors, inside corners and such, there may be the need to cut the panels on site to allow for fixing clip attachment to the structure.

Porcelanosa USA sells a customized biscuit joiner that has been retrofitted with a water pump to provide a wet saw environment and allow for safety when cutting the porcelain. See photo below for reference.

a) Kerf saw cuts in porcelain tiles

Once the panels are installed the joints must be aligned and of a same size throughout the facade. The fixing clips provide the horizontal joint, and with the help of a rubber hammer we will hit the panels to make small adjustments.

To facilitate the installation, Porcelanosa provides plastic spacer/shims with the corresponding measurement to the typical joint of each project. Use these in order to have the proper joint spacing and leave them in place until the polyurethane adhesive (p404) is dry.

2. Starter clip

Position a straight edge horizontally at the starting-point of the façade.

Screw the leading stainless-steel fixing clips to the profiles. When working with a lateral leading element, use the lateral fixing clip.

Apply a line of p-404 to the vertical profile.

Place the porcelain panel, with the corresponding slot and offset, onto the flange of the stainless steel fixing clip, and press it down while the polyurethane mastic is still not set.

Check to ensure that the panel is securely stuck to the profile, and that it is level with respect to the façade.

3.Vertical and horizontal panel joints

Are available for the following diameters: 7”, 9”, 12” and 14” (180, 230, 300, and 350 mm)

Provide water cooling

•

•

14

4. p-404 instructions

Installation guide

Application of p-404 for VF

Step 1. Materials Required:• p-404 adhesive.• Alcohol or Acetone.• Caulking gun, tip and wedges.

Step 4. Clean Substrate• The substrate must be completely clean and dry.• It is recommended to clean the substrate with alcohol/ace-

tone and dry afterwards.

Step 3. Precautions in Extreme Weather• Application of p-404 adhesive requires no special precau-

tions between 40 - 95 ºF (5 - 35 ºC).• Below/above this temperature, the use of thermal protective

bags is mandatory until the moment before its application.• In order to keep the adhesive is good working conditions, it

is highly recommended to maintain it warm inside the ther-mal bags between uses.

Step 2. Check Condition• Check expiration date.• Check the container is in good condition.

APPLICATION OF P-404 FOR VF

Step 1. Materials Required:p-404 adhesive.Alcohol or Acetone.Caulking gun, tip and wedges.

Installation guide










Step 2. Check Condition

• Check expiration date.• Check the container is in good condition.

Installation guide










Step 3. Precautions in Extreme Weather

Application of p-404 adhesive requires no special precautions between 40 - 95°F (5 - 35°C).

Below/above this temperature, the use of thermal protective bags is mandatory until the moment before its application.

In order to keep the adhesive in good working condition, it is highly recommended to maintain it warm inside the thermal bag between uses.

Installation guide










Step 4. Clean Substrate

The substrate must be completely clean and dry.

It is recommended to clean the substrate with alcohol/acetone and dry afterwards.

•

•

•

•

••••

Step 5. Instruction to Cut Tip

The tip must be cut at a straight angle for a hole precisely 0.4” diameter (10 mm).

•

Installation guide

butech building technology, S.A.Ctra. Vila-real - Puebla de Arenoso (CV-20), Km. 2,5 · Apartado de Correos 297 · 12540 Villarreal, Castellón - ESPAÑA.

Teléfono (+34) 964 53 62 00 · Fax: (+34) 964 53 00 34 · E-mail: [email protected] · www.butech.es

Step 6. Instructions to Apply the Adhesive• A continuous bead of adhesive must be applied with the

caulking gun at an angle as shown above.• The minimum bead of adhesive is 0.4in in diameter (10 mm)

which equates to 4.92 feet of profile/cartridge.

Step 8. Ensure Quality of Installation• For the highest quality of installation, the use of wedges is

obligatory.• The minimum time for the wedges to stay is 24h. With this

said, the longer the wedges stay in place, the better.

Step 7. Extent of Application• The adhesive must be applied all along the length of the pa-

nel and must overlap with the fixing plate as shown above.

Step 5. Instruction to Cut Tip• The tip must be cut at an straight angle for a hole precisely

of 0.4in diameter (10 mm).

Step 6. Instruction to Apply the Adhesive

A continuous bead of adhesive must be applied with the caulking fun at an angle as shown above.

The minimum bead of adhesive is 0.4” diameter (10mm) which equates to 4.92 feet of profile/cartridge.

•

•

Installation guide













14 15

Step 7. Extent of Application

The adhesive must be applied to all along the length of the panel and must overlap with the fixing plate as shown above.

•

Installation guide













Step 8. Ensure Quality of Installation

For the highest quality of installation, the use of wedges is obligatory.

The minimum time for the wedges to stay is 24h. With this said, the longer the wedges stay in place, the better.

•

•

Installation guide













It takes approximately 28 days for the p-404 to cure.

Be sure to check expiration date on the p-404 tubes, as they have about a one-year shelf life.

5. Rest of courses (end points)

The leveling wedges are another element of support to the installer during the installation of the system. This item must be used during the installation, and makes the panels align and do not protrude more than another. As much as possible, they should be kept in the facade as long as possible, this will help the panels not to move during installation, and while the p-404 adhesive is completely dry. (28 days).

Depending on the layout, insert the lateral or central stainless-steel fixing clips into the ceramic panels of the previous row. Screw the stainless-steel fixing clip to the profile.

Apply a line of polyurethane mastic p-404 to the vertical profile.

Place the ceramic panel, with the corresponding slot and offset, onto the flange of the stainless steel fixing clip, and press it down before the p-404 sets.

Check to ensure that the panel is securely stuck to the profile, and that it is level with respect to the façade.

Insert a wedge into the self-leveling crosspieces of the previous row, and adjust accordingly.

Once the second row is complete, insert the self-leveling cross-pieces, and start to install the rest of the façade.

The leveling wedges are already installed from the first row, in the vertical joints.

16

6. Termination (with roof cap, open, and as coping)

Configure the surrounds and openings of windows in accordance with the directions issued by site management. Check for leaks at the joints between the surrounds and the façade.

Check the joints between the façade and the remaining sealing elements.

Once the last row is in place, install the terminal element of the façade. We recommend the use of an aluminum profile with weatherproof finish.

TERMINATION WITH METAL FLASHING/COPING, BY OTHERS

TERMINATION WITH TILE

16 17

7. Doors and Windows


853 Ddrawing reviewed by: ........................................

shop drawings reviewissue date

status A

status B

status C

date reviewed

job title

drawn checked

drawing title

scale

JC IV


drawing no. rev.important note


SCHERMERHORNNEW YORK

CONTRACT 15.0566

ISSUED FOR COMMENT 16/06/17 IV/JC




1. EXTERIOR STUD WALL: DRY WALL, METAL/WOOD STUDS,SHEATING; BY OTHERS ***


3. AIR BARRIER COARSE; BY OTHERS*










8") LONG


14. SINGLE ALUMINUM SPACER L-BRACKET; TYP. LENGHT 120MM(43

4"). CHECK SPECIFIC WALL BUILDUP TO USE ADEQUATE SIZEOF BRACKET.**

15. DOUBLE ALUMINUM SPACER L-BRACKET; TYP. LENGHT 120MM(43


16. THERMAL INSULATION SPECIFICALLY ENGINEERED FORCAVITYWALL APPLICATIONS 2"; BY OTHERS*



8"), 3M (11818") LONG


8"), 3M (11818") LONG


21. ALUMINUM FLASHING/TRIM; BY OTHERS*





26. INVISIBLE/VISIBLE STAGGERED STAINLESS STEEL FIXINGPLATE.TYP. 5MM (316")JOINT

27. PORCELAIN PANEL TYPE A.1; 1200x294 (4714"x11916") DOVER

ARENA; BY PORCELNOSA

28. PORCELAIN PANEL TYPE A.2; 1200x596 (4714"x237

16") DOVERARENA; BY PORCELANOSA



***NOTE 3NOTES CROSSED OUT INDICATES COMPONENTS NOT APPLICABLE

OR NOT USED IN THIS PROJECT

VERTICAL DETAILSTYPICAL WINDOW DETAILS (HEAD)

DETAIL A - TYPICAL WINDOW DETAILS @ 16TH FLOOR (HEAD)

*CLADDING SYSTEM TOLERANCE +/- 34"

T.O.C. FLOOR SLAB

B.O.C.

4

B/PORCELAIN

3

7

16

17

2

12

13

14

TYP. BUILDUP 7"

INSULATION 2"

19

22

25

18

20

27

2724TYP. JOINT 316" TYP. JOINT 3

16"

1 2"

16TH FLOOR

MIN. 3

1 8"

IMPORTANT NOTE:


WINDOW HEAD EXAMPLE



status A

status B

status C

date reviewed

job title

drawn checked


scale

JC IV



IV/JCISSUED FOR COMMENT

issue dates

CONTRACT 15.0933

321 WYTHE AVENUEBLOCK:2416 LOT:1BROOKLYN, NY 11211

A

ND ARCHITECTURE & DESIGN. PC

503 CARCHITECTURAL ASSEMBLY



status A

status B

status C

date reviewed

job title

drawn checked


scale

JC IV



IV/JCISSUED FOR COMMENT

issue dates

CONTRACT 15.0933

321 WYTHE AVENUEBLOCK:2416 LOT:1BROOKLYN, NY 11211

A

ND ARCHITECTURE & DESIGN. PC

TYP. B

UILD

UP 4

1 2"

TYP. JOINT

5 16" TY

P. JOINT

5 16"

HALF SIZE @Arch E 3"=1'‐0" @Arch C

TYP. B

UILD

UP 4

1 2 "

TYP. BUILDUP 212"

TYP. B

UILD

UP 4

1 2 "

TYP. BUILDUP 8"

TYP. JOINT

5 16"

TYP. JOINT

5 16"

TYP. JOINT

5 16"

TYP. B

UILD

UP 8

"

4" JAM

B

TYP. JOINT

5 16"

TYP. B

UILD

UP 8

"

TYP. BUILDUP 8"

TYP. JOINT

5 16"

41 2" JA

MB

TYP. JOINT

5 16"

TYP. B

UILD

UP 8

"

8" JAM

B

TYP. JOINT

5 16"

TYP. B

UILD

UP 4

1 2 "

TYP. JOINT

5 16"

TYP. JOINT

5 16"

4" JAM

B

31 2"

7"

1. EXTERIOR STUD WALL: DRY WALL, METAL STUDS,SHEATING; BY OTHERS*

2. EXTERIOR SOLID WALL: REINFORCED CONCRETE;BY OTHERS*

3. PROTECTION OF AIR/WATER BARRIER FROM UVEXPOSURE; BY OTHERS*

4. WINDOW/METAL PANEL SYSTEM; BY OTHERS*

5. HILTI KB3 3/8"Ø x 3‐3/4" SS304; TO BE USED TO FIXSUPPORT BRACKETS TO REINFORCED CONCRETEWALL

6. HILTI KWIK SCREW HUS‐EZ ¼” x 2‐5/8”; TO BE USEDTO FIX METAL PROFILE TO REINFORCED CONCRETEWALL & CMU ***

7. HILTI HIT-HY 70 (EPOXY), HIT-5.8 38"x412" (ANCHOR ROD)

& HIT-SC 16X85 (SLEEVE); TO BE USED TO FIXL-SPACER BRACKET TO CMU WALL ***

8. ELCO ULTRACON SCREW 2‐1/4" ‐ 5/16”∅ W/ 1‐3/4"MIN EMBED @ 24" O.C. HORIZONTALLY INTO OMEGACHANNEL; MIN EDGE DISTANCE 2,5" ; TO BE USED TOFIX OMEGA PROFILE TO CONCRETE WALL

9. STEEL SCREW; HILTI S‐MD 12 ‐ 24 x 2”; TO BE USEDTO FIX L-SPACER BRACKET TO STEEL STRUCTURE ***

10. HILTI SELF‐DRILLING SCREW S‐MD53S Ø0.22"x 2"SS304.MAX DISTANCE 16"; MIN. EDGE DIST 1" ; TO BE USEDTO FIX OMEGA PROFILE TO METAL STUD WALL WITHSINGLE SHEATHING

11. ELCO DRIL FLEX SCREW 1/4-20 x 2 1/2" SILVERSTALGARD; TO BE USED TO FIX OMEGA PROFILE TOMETAL STUD WALL

12. WOOD STUD SCREW; SIMPSON SDS 25200 SS ¼X2"; TOBE USED TO FIX METAL PROFILE TO WOOD STUD WALL***


8")LONG


**NOTE 2ALL SPACER L‐BRACKETS INCLUDED IN THIS PACKAGE ALLOW FOR +/‐ 3/4" IN‐AND‐OUT‐ TOLERANCE OF THE SUBSTRATE WALL. IT IS RESPONSABILITY OF FAÇADEINSTALLER TO IDENTIFY AS SOON AS POSSIBLE UNEVENCY OF BACKUP WALL LARGER THAN THE TOLERANCE WITHIN THE SYSTEM AND COMMUNICATE TO SUPPLIER

***NOTE 3NOTES CROSSED OUT INDICATES COMPONENTS NOT APPLICABLE OR NOT USED IN THIS PROJECT

IMPORTANT NOTE:THIS CURRENT SET OF SHOP DRAWING ARE EXCLUSIVELY FOR THE PORCELANOSA PORCELAIN PANEL EXTERIOR WALL SYSTEM. ANY OTHERDETAIL OR COMPONENT NOT PART OF THE PORCELAIN PANEL EXTERIOR WALL SYSTEM IS THEREFORE SHOWN IN THIS SHOP DRAWINGSONLY/MERELY INDICATIVELY AND IN NO WAY IT PROVIDES OR REPRESENTS GUIDANCE/INSTRUCTION FOR HOW THIS MIGHT OR SHOULD BEBUILT. PLEASE REFER TO THE RELEVANT SHOP DRAWING PACKAGE FOR COMPONENTS AND DETAILS OUTSIDE THE SCOPE OF THISPORCELAIN PANEL EXTERIOR WALL SYSTEM SHOP DRAWING PACKAGE. WHERE THOSE COMPONENTS AND DETAILS ARE SHOWN, THEIRDESIGN, CONSTRUCTION DETAIL, SUPPORT SYSTEM, SUPPLY AND INSTALLATION WILL BE RESPONSIBILITY OF OTHERS (BY OTHERS).


15. SINGLE SUPPORT BRACKET; CHECK SPECIFIC WALLBUILDUP TO USE ADEQUATE SIZE OF BRACKET.**

16. DOUBLE SUPPORT BRACKET; CHECK SPECIFIC WALLBUILDUP TO USE ADEQUATE SIZE OF BRACKET.**

17. THERMAL INSULATION SPECIFICALLY ENGINEERED FORCAVITY WALL APPLICATIONS; BY OTHERS*

18. LT SCREW; ETANCO SELF‐DRILLING SCREW 7504KSS304 Ø0.22"x0.87"+ Ø0.63" WASHER; TO BE USED TOFIX VERTICAL PROFILES TO SUPPORT BRACKET


8"), 3M (11818") LONG

20. POWDER COATED (BLACK) ALUMINUM L-PROFILE40x60x2.7MM (1916"x238"x1

8"), 3M (11818") LONG


22. FLASHING; BY OTHERS*

23. FIXING CLIP SCREW; ETANCO SELF-DRILLING SCREWØ0.17 x 0.56; TO BE USED TO FIX FIXING PLATES TOVERTICAL PROFILES

24. INVISIBLE CENTRAL STAINLESS STEEL FIXINGPLATE;TYP. 8MM (516")JOINT

25. INVISIBLE LATERAL STAINLESS STEEL FIXING PLATE.TYP. 8MM (516")JOINT

26. INVISIBLE START/END FIXING PLATE

27. INVISIBLE/VISIBLE STAGGERED STAINLESS STEEL FIXINGPLATE.TYP. 5MM (316")JOINT ***

28. PORCELAIN PANEL. PLEASE REFER TO DRAWING 001 FORSPECIFIC COLORS & SIZES

231828 21 20 25

17 13 14 153 111

231828 21 20 25

17 13 14 153 111

191828 21 23 25

19212324

17 13 14 153 111

23 18 28212025

17111415 313 1

14 15

1713

14 15

18

11

1

231828 21 202520

3

1713

18

11

13

231828 21 202520 231828 21 2025

14 1318 1113 20

4 4

14

17

14

ISSUED FOR COMMENT B IV/JC

412"

4

4

ISSUED FOR COMMENT C IV/JC

21

2121

21

21

21

WINDOW RETURN EXAMPLE



shop drawings reviewissue dates

status A

status B

status C

date reviewed

job title

drawn checked

drawing title

scale

JC IV

architect

MANUEL GLAS, AIA

NEW RESIDENTIAL BUILDING301 EAST 61 STREETNEW YORK / NY 10065

status reference

CONTRACT 12.0485

drawing no. rev.

IV/JC

ISSUED FOR COMMENT

IV/JC

ISSUED FOR COMMENT

15/04/21

important note


15/06/03

IV/JC

15/02/20

IV/JC

15/03/17

IV/JC

IV/JC

ISSUED FOR COMMENT

ISSUED FOR COMMENTISSUED FOR COMMENT

ISSUED FOR COMMENT 14/12/04

14/12/19

IV/JC15/06/17ISSUED FOR COMMENT809 C

1. EXTERIOR SOLID WALL: CMU & REINFORCED CONCRETE;BY OTHERS*

2. VAPOR/AIR BARRIER; BY OTHERS*

3. WINDOW/DOOR/... SYSTEMS; BY OTHERS*

4. HILTI HIT-HY 70 (EPOXY), HIT-5.8 38"x412" (ANCHOR

ROD) & HIT-SC 16X85 (SLEEVE); TO BE USED ONCMU WALL

5. HILTI KB TZ SCREW 3/8”x3-3/4”;TO BE USED ONREINFORCED CONCRETE WALL

6. SINGLE ALUMINUM SPACER L-BRACKET; TYP. LENGHT140MM (51

2"). CHECK SPECIFIC WALL BUILDUP TO USEADEQUATE SIZE OF BRACKET.**

7. DOUBLE ALUMINUM SPACER L-BRACKET; TYP. LENGHT140MM (51



9. LT SCREW TO BE USED FOR FIXING VERTICALPROFILES TO SPACER L-BRACKETS


8"),3M (1181

8") LONG

11. POWDER COATED (BLACK) ALUMINUM L-PROFILE,40x60x2.7MM (1916"x238"x1

8"),3M (1181

8") LONG

12. FIXING CLIP SCREW TO BE USED FOR FIXING, FIXINGPLATES TO VERTICAL PROFILES

13. INVISIBLE POWDER COATED (BLACK) STAGGEREDSTAINLESS STEEL FIXING PLATE.TYP.

5MM (316")JOINT

14. INVISIBLE POWDER COATED (BLACK) LATERALSTAINLESS STEEL FIXING PLATE. TYP. 5MM (316")JOINT

15. INVISIBLE POWDER COATED (BLACK) START/ENDFIXING PLATE

16. BLACK POLYURETHENE STRUCTURAL SILICON P-404.DOW CORNING 795 SILICONE TO BE USED IN ALL

WINDOW HEAD DETAILS INSTEAD OF P-404.(REFER TO DETAIL 851 B)

17. PORCELAIN PANEL TYPE A: 4714"x 2358"; URBATEK

COLLECTION; COLOR STREET C

18. PORCELAIN PANEL TYPE B: 4714"x 111316"; URBATEK


19. PORCELAIN PANEL TYPE B1: 4714"x 121

2"; URBATEKCOLLECTION; COLOR STREET C

20.ALUMINUM FLASHING; BY OTHERS*

21. INVISIBLE POWDER COATED (BLACK) CENTRALSTAINLESS STEEL FIXING PLATE. TYP. 5MM (316")JOINT

*SUPPLIED AND INSTALLED BY OTHERS

**ALL SPACER L-BRACKETS INCLUDED IN THIS PACKAGEALLOW FOR +/- 3/4" TOLERANCE OF SUBSTRATE WALL.

IT IS RESPONSABILITY OF GENERAL CONTRACTOR TOIDENTIFY UNEVENCY OF BACKUP WALL LARGER THAN

THE TOLERANCE WITHIN THE SYSTEM.

HORIZONTAL DETAILS


DETAIL A - TYPICAL CORNER BETWEEN SOUTH&EAST ELEVATION DETAIL B - TYPICAL WINDOW JAMB AT EAST ELEVATION

INSULATION 2"

TYPICAL BUILDUP 7"

CLADDING SYSTEMTOLERANCE +/- 34"

34" 3

4"

112"

121316 910 61411 11 4

TYP. JOINT 316"

TYP. JOINT 316"

CLADDINGSYSTEM

TOLERANCE+/- 34"

3 4"3 4"

11 2"

INSU

LATION

2"

12817

238"

V.I.F

.

TYP. JOINT

3 16"

161411

10

14

3 17 8 2 146

TYPICA

L BU

ILDU

P @ E

AST

ELEV

. 61 2 "

43 4 "

11 2 "

3 4 "3 4 "

TYPICA

L BU

ILDU

P @ E

AST

ELEV

. 61 2"

*TYPICAL BUILDUP 612" AT EAST ELEVATION

*UNDER NO CIRCUMSTANCE THE CLADDING WILL PROJECT BEYOND PROPERTY LINE.*L-BRACKET DECRESASES TO THE NEXT SIZE DOWN - 43

4"

EXTERNAL CORNER - TYPE 1REFER TO DWG 004

*RETURN & EXISTING WALL TO BE ALIGNED. TYPICAL. EXCEPT IN SOFFITS.*TOLERANCE BETWEEN WINDOW & WALL TO BE DEFINED BY OTHERS. TYPICAL.

7"

EQ.TYPEQ.TYP

EAST ELEVATION

SOUTH ELEVATION

LONGER FLANGE OFL-PROFILE TO BELAID VERTICALLY

WINDOW RETURN + MITER EXAMPLE

18

8. Corners

a. Outside


HORIZONTAL DETAILSTYPICAL CORNER DETAIL (INTERIOR & EXTERIOR) 803

DETAIL A - TYPICAL CORNER DETAIL (INTERIOR)

C

*CLADDING SYSTEM TOLERANCE +/- 34"


shop drawings reviewissue date

status A

status B

status C

date reviewed

job title

drawn checked

drawing title

scale

JC IV


drawing no. rev.important note


SCHERMERHORNNEW YORK

CONTRACT 15.0566





DETAIL B - TYPICAL CORNER DETAIL (EXTERIOR)

1. EXTERIOR STUD WALL: DRY WALL, METAL/WOOD STUDS,SHEATING; BY OTHERS ***


3. AIR BARRIER COARSE; BY OTHERS*










8") LONG


14. SINGLE ALUMINUM SPACER L-BRACKET; TYP. LENGHT 120MM(43


15. DOUBLE ALUMINUM SPACER L-BRACKET; TYP. LENGHT 120MM(43


16. THERMAL INSULATION SPECIFICALLY ENGINEERED FORCAVITYWALL APPLICATIONS 2"; BY OTHERS*



8"), 3M (11818") LONG


8"), 3M (11818") LONG


21. ALUMINUM FLASHING/TRIM; BY OTHERS*





26. INVISIBLE/VISIBLE STAGGERED STAINLESS STEEL FIXINGPLATE.TYP. 5MM (316")JOINT

27. PORCELAIN PANEL TYPE A.1; 1200x294 (4714"x11916") DOVER

ARENA; BY PORCELNOSA

28. PORCELAIN PANEL TYPE A.2; 1200x596 (4714"x237

16") DOVERARENA; BY PORCELANOSA



***NOTE 3NOTES CROSSED OUT INDICATES COMPONENTS NOT APPLICABLE

OR NOT USED IN THIS PROJECT

TYP. J

OINT

3 16"

31216

27

2

24 19 20 22

17 1314

INSULATION 2"

INSU

LATION

2"

TYP. BUILDUP 7"

TYP. B

UILD

UP 7

"7

TYP. J

OINT

3 16"

3

12

16

27

2

2419 20 22

1917

4"4" 1"

INSU

LATION

2"

INSULATION 2"

7

TYP. BUILDUP 7"

TYP. B

UILD

UP 7

"

17

13

14

MIN. 318"

MIN. 3

1 8"

MIN. 3

1 8"

MIN. 318"

26 18

1658"

IMPORTANT NOTE:


EXTERIOR CORNER EXAMPLE

b. Inside




status A

status B

status C

date reviewed

job title

drawn checked

drawing title

scale

JC IV

architect

MANUEL GLAS, AIA


status reference

CONTRACT 12.0485

drawing no. rev.

IV/JC

ISSUED FOR COMMENT

IV/JC

ISSUED FOR COMMENT

15/04/21

important note


15/06/03

IV/JC

15/02/20

IV/JC

15/03/17

IV/JC

IV/JC

ISSUED FOR COMMENT



14/12/19

IV/JC15/06/17ISSUED FOR COMMENT807 D














8"),3M (1181

8") LONG


8"),3M (1181

8") LONG



5MM (316")JOINT

















DETAIL A - TYPICAL WINDOW JAMB AT MEZZ MECHANICAL FLOOR

HORIZONTAL DETAILSMEZZ MECHANICAL FLOOR

DETAIL B - TYPICAL INTERNAL CORNER AT MEZZ MECHANICAL FLOOR

*TYPICAL BUILDUP 5" AT MECHANICAL FLOOR*UNDER NO CIRCUMSTANCE THE CLADDING WILL PROJECT BEYOND PROPERTY LINE.*L-BRACKET DECRESASES TO THE NEXT SIZE DOWN - 31

8"

*TYPICAL BUILDUP 5" AT MECHANICAL FLOOR & 4" AT ENTRANCE*UNDER NO CIRCUMSTANCE THE CLADDING WILL PROJECT BEYOND PROPERTY LINE*L-BRACKET DECRESASES TO THE NEXT SIZE DOWN - 31

8" AT MECHANICAL FLOOR BUILD UP & TO 238" AT ENTRANCE BUILD UP

TYPICA

L BU

ILDU

P @ M

ECH. F

LLOR

5"

TYP.

JOINT

3 16"

V.I.F

.

INSU

LATION

2" 3 4 "

3 4 "

11 2 "


318"

5128 17 16 1411 3

TYP. B

UILD

UP @

ENT

RANC

E 4"

TYP. BUILDUP @ MECH. FLOOR 5"

TYP. J

OINT

3 16"

1614 11 17 6

INSULATION 2"

4



INTERIOR CORNER EXAMPLE

The installation of the corners, are the most critical point of the projects. It is the area where the system allows less play, and is the zone in which we must install the most perfect sub-structure possible if we want the aesthetic and structural finish is correct.

All shop drawings include pages with the specific detail of corner construction.

18 19

c. Field Mitered




status A

status B

status C

date reviewed

job title

drawn checked

drawing title

scale

JC IV

architect

MANUEL GLAS, AIA


status reference

CONTRACT 12.0485

drawing no. rev.

IV/JC

ISSUED FOR COMMENT

IV/JC

ISSUED FOR COMMENT

15/04/21

important note


15/06/03

IV/JC

15/02/20

IV/JC

15/03/17

IV/JC

IV/JC

ISSUED FOR COMMENT



14/12/19

IV/JC15/06/17ISSUED FOR COMMENT809 C














8"),3M (1181

8") LONG


8"),3M (1181

8") LONG



5MM (316")JOINT

















HORIZONTAL DETAILS


DETAIL A - TYPICAL CORNER BETWEEN SOUTH&EAST ELEVATION DETAIL B - TYPICAL WINDOW JAMB AT EAST ELEVATION

INSULATION 2"

TYPICAL BUILDUP 7"


34" 3

4"

112"

121316 910 61411 11 4

TYP. JOINT 316"

TYP. JOINT 316"

CLADDINGSYSTEM

TOLERANCE+/- 34"

3 4"3 4"

11 2"

INSU

LATION

2"

12817

238"

V.I.F

.

TYP. J

OINT

3 16"

161411

10

14

3 17 8 2 146

TYPICA

L BU

ILDU

P @ E

AST

ELEV

. 61 2"

43 4"

11 2"

3 4"3 4"

TYPICA

L BU

ILDU

P @ E

AST

ELEV

. 61 2"

*TYPICAL BUILDUP 612" AT EAST ELEVATION

*UNDER NO CIRCUMSTANCE THE CLADDING WILL PROJECT BEYOND PROPERTY LINE.*L-BRACKET DECRESASES TO THE NEXT SIZE DOWN - 43

4"

EXTERNAL CORNER - TYPE 1REFER TO DWG 004


7"

EQ.TYPEQ.TYP

EAST ELEVATION

SOUTH ELEVATION

LONGER FLANGE OFL-PROFILE TO BELAID VERTICALLY

EXTERIOR CORNER + MITER EXAMPLE

d. Sloped Grade/Roof Rake

AA

AA

AA

AA

AA

AA

A A

A

A

A

A

A

A

A A

B

B

B

B1

B

B1

B1

B1

B1

B1

B1

B1

B1B

B

B1

B1

B

B


1 1/2" = 1'-0" @ ARCH E 5/8" = 1'-0" @ ARCH C

ELEVATIONS

MU-301

SOP - SETTING OUT POINT

B

4714"x11916"(1200x294)

PANEL A471

4"x11316"(1200x284)

PANEL B

PANEL LAYOUT

CUT PANEL HEIGHT

PANEL DIMENSION FROM FACTORY

ALL PANELS WILL NEED A VERTICAL FIELD CUT

NOTE1THIS SET OF SHOP DRAWINGS ARE THE PROPERTY OFPORCELANOSA.IT IS NOT TO BE REPRODUCED, COPIED OR DISCLOSED TO ANYTHIRD PARTY, NOR TO BE USED FOR ANY UNAUTHORIZED PURPOSEWITHOUT WRITTEN PERMISSION FROM PORCELANOSA.

NOTE 2THIS SET OF SHOP DRAWINGS ARE EXCLUSIVELY FOR THEPORCELANOSA PORCELAIN PANEL EXTERIOR WALL SYSTEM.ANY OTHER DETAIL OR COMPONENT NOT PART OF THE PORCELAINPANEL EXTERIOR WALL SYSTEM IS THEREFORE SHOWN IN THISSHOP DRAWINGS ONLY/MERELY INDICATIVELY AND IN NO WAY ITPROVIDES OR REPRESENTS GUIDANCE/INSTRUCTION FOR HOW THISMIGHT OR SHOULD BE BUILT. PLEASE REFER TO THE RELEVANTSHOP DRAWING PACKAGE FOR COMPONENTS AND DETAILS OUTSIDETHE SCOPE OF THIS PORCELAIN PANEL EXTERIOR WALL SYSTEMSHOP DRAWING PACKAGE. WHERE THOSE COMPONENTS ANDDETAILS ARE SHOWN, THEIR DESIGN, CONSTRUCTION DETAIL,SUPPORT SYSTEM, SUPPLY AND INSTALLATION WILL BERESPONSIBILITY OF OTHERS (BY OTHERS).

NOTE 3THIS SET OF SHOP DRAWINGS REPRESENT OUR INTERPRETATIONOF THE PLANS, SPECIFICATIONS AND OUR CONTRACT REQUIREMENTSFOR THIS PROJECT.

NOTE 4PRIOR TO MANUFACTURE OF ANY PRODUCT FOR THIS JOB, ALLDIMENSIONS, METHODS OF CONSTRUCTION, AND EXISTINGCONDITIONS MUST BE CHECKED AND CORRECTED OR APPROVED BYOUR CUSTOMER.

NOTE 5NO PRODUCT WILL BE SCHEDULED FOR FABRICATION UNTIL WEHAVE BEEN NOTIFIED IN WRITING BY OUR CUSTOMER THAT OURDRAWINGS HAVE BEEN APPROVED FOR FABRICATION. APPROVALDELAYS WILL RESULT IN FABRICATION DELAY.

NOTE 6WE ASSUME NO RESPONSABILITY AS TO MEASUREMENT ORDETAILS AFFECTING ANY WORK BUT OUR OWN.


NOTE 8THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALLOTHER RELEVANT DRAWINGS AND ANY DISCREPANCIES TO BEBROUGHT TO THE ATTENTION OF THE RELEVANT ENGINEER.

PROJECT NAME:

SJSU, SAN JOSE STATE UNIVERSITY

SHEET TITTLE:

SCALE:

PROJECT NO:16.0813

ARCHITECT:

IMPORTANT NOTES:

KEYPLAN:

STATUS:

SHOP DRAWINGS


REVISION:SHEET NO:JCS IV

NO. DESCRIPTION

REVISIONS:

LEGEND:

_

4714"x11916"(1200x294)

PANEL B + MITER (one side)

A

B B1

C

3 SIDE ELEVATION

5 SOFFIT ELEV

ATION

2 SIDE ELEVATION

GROUND

TERRACE GROUND

T.O.PANEL

B.O.PANEL

B.O.PANEL

5'-014"

4'-0

7 8"

75°

95°

10°

8"

4'-10 78"

4'-9316"

4'-8

1 2"

REST

71 8 "

5'-5

7 8"

75°

95°

3'-9"

2'-11 14"

2'-958"

3'-434"

551V4

551V5

551V3

551V2

501H1

501H2

551V1

S.O.P.

S.O.P.

S.O.P.

S.O.P.

6"

2.3

2.3

S.O.P.

92°

1 FRONT ELEV

ATION

TERRACE GRO

UND

T.O.PANEL

5'-5 78"

3'-218"

1'-634"

7'-2"

1'

2'-101316"

EQ

EQ

S.O.P.

EQEQ

S.O.P.

JOINT AS PE

R SOFFIT

551V5

551V1

501H1

501H2

B.O.PANEL

B.O.PANEL

4'-10 78"

B.O.PANEL

501H2

GROUND

SLOPED GRADE EXAMPLE

20

9. Penetrations/Signage

10. Soffit

HALF SIZE @Arch E 3"=1'-0" @Arch C

651 Ddrawing reviewed by: ........................................


status A

status B

status C

date reviewed

job title

drawn checked


scale

JC IV



IV/JCAISSUED FOR COMMENT

issue dates

PRELIMINARY 16.0388

PACIFIC CENTERLOS ANGELES, CA

TYP. BUILDUP 412"

TYP. J

OINT

3 16"

TYP. BUILDUP 412"

TYP. J

OINT

3 16"

1"

TYP. BUILDUP 412"

9"

8"

TYP. J

OINT

3 16"

TYP. J

OINT

3 16"

TYP. JOINT 316"

TYP. BUILDUP 412"

BUILDU

P 4"

TYP. J

OINT

3 16"

TYP. BUILDUP 412"

5"

BUILDU

P 4"

5" 10"

9"

5"

1'-7"

(V.I.F

.)

TYP. JOINT

3 16"

TYP. JOINT 316"

TYP. JOINT 316"

TYP. JOINT 316"

TYP. JOINT 316"

T.O.SUBSTRATE

0'-0"1ST FLOOR

8'-0"T.O.SUBSTRATEB.O.PANEL

23'-812"

T.O. FINWALLSYSTEM23'-4 1/2"

T.O.SUBSTRATE

T.O. PANEL

12'-0"

T.O. FINWALLSYSTEM23'-4 1/2"

12"

1 2"

1 4"

IMPORTANT NOTE:IF NOT NOTED TYP. BUILDUP 41

2"

1

CUT

1 4"

T.O. INTERIOR CEILING12'-0"

CUT

1 4"

6"

TYP. BUILDUP 412"

TYP. J

OINT

3 16"

TYP. J

OINT

3 16"

1. EXTERIOR STUD WALL: DRY WALL, METAL STUDS,SHEATING (SINGLE); BY OTHERS*

2. EXTERIOR SOLID WALL: REINFORCED CONCRETE;BY OTHERS*

3. DAMP-PROOF COARSE (DPC); BY OTHERS*

4. WINDOW & DOOR SYSTEMS; BY OTHERS*

5. HILTI KB3 3/8"Ø x 3-3/4" SS304; TO BE USED TOFIX SUPPORT BRACKETS TO REINFORCED CONCRETEWALL ***

6. HILTI KWIK SCREW HUS-EZ ¼” x 2-5/8”; TO BEUSED TO FIX METAL PROFILE TO REINFORCEDCONCRETE WALL & CMU ***

7. HILTI HIT-HY 70 (EPOXY), HIT-5.8 38"x41

2" (ANCHORROD) & HIT-SC 16X85 (SLEEVE); TO BE USED TOFIX L-SPACER BRACKET TO CMU WALL ***

8. ELCO ULTRACON SCREW 2-1/4" - 5/16”∅ W/ 1-3/4"MIN EMBED @ 24" O.C. HORIZONTALLY INTO OMEGACHANNEL; MIN EDGE DISTANCE 2,5" ; TO BE USED TOFIX OMEGA PROFILE TO CONCRETE WALL

9. STEEL SCREW; HILTI S-MD 12 - 24 x 2”; TO BEUSED TO FIX L-SPACER BRACKET TO STEELSTRUCTURE ***

10. HILTI SELF-DRILLING SCREW S-MD53S Ø0.22"x 2"SS304. TO BE USED TO FIX OMEGA PROFILE TOMETAL STUD WALL (TO BE USED ONLY AT LOBBYINTERIOR).

11. ELCO DRIL FLEX SCREW 1/4-20 x 2 1/2" SILVERSTALGARD; TO BE USED TO FIX OMEGA PROFILE TOMETAL STUD WALL WHEN LONGER PENETRATIONNEEDED (TO BE USED AT EVERY EXTERIOR FAÇADE).

12. WOOD STUD SCREW; SIMPSON SDS 25200 SS ¼X2";TO BE USED TO FIX METAL PROFILE TO WOOD STUDWALL ***

13. ALUMINUM OMEGA PROFILE 20x140MM ( 1316"x512");

3M(11818") LONG


15. SINGLE SUPPORT BRACKET. CHECK SPECIFIC WALLBUILDUP TO USE ADEQUATE SIZE OF BRACKET.**

16. DOUBLE SUPPORT BRACKET. CHECK SPECIFIC WALLBUILDUP TO USE ADEQUATE SIZE OF BRACKET.**

17. THERMAL INSULATION SPECIFICALLY ENGINEEREDFOR CAVITY WALL APPLICATIONS; BY OTHERS*

18. LT SCREW; ETANCO SELF-DRILLING SCREW 7504KSS304 Ø0.22"x0.87"+ Ø0.63" WASHER; TO BE USEDTO FIX VERTICAL PROFILES TO SUPPORT BRACKET

19. POWDER COATED (BLACK) ALUMINUM T-PROFILE,100x60x2.7MM (315

16"x238"x18"), 3M (1181

8") LONG

20. POWDER COATED (BLACK) ALUMINUM L-PROFILE40x60x2.7MM (1 9

16"x238"x18"), 3M (1181

8") LONG


22. ALUMINUM FLASHING; BY OTHERS*

23. FIXING CLIP SCREW; ETANCO SELF-DRILLING SCREWØ0.17 x 0.56; TO BE USED TO FIX FIXING PLATES TOVERTICAL PROFILES

24. IN/VISIBLE CENTRAL STAINLESS STEEL FIXINGPLATE;TYP. 5MM ( 316")JOINT - PAINTED RAL9003SIGNALWEISS (WHEN VISIBLE)

25. IN/VISIBLE LATERAL STAINLESS STEEL FIXINGPLATE. TYP. 5MM ( 316")JOINT - PAINTED RAL9003SIGNALWEISS (WHEN VISIBLE)

26. IN/VISIBLE START/END FIXING PLATE - PAINTEDRAL9003 SIGNALWEISS (WHEN VISIBLE)

27. INVISIBLE/VISIBLE STAGGERED STAINLESS STEELFIXING PLATE.TYP. 5MM ( 316")JOINT ***

28. PORCELAIN PANEL. PLEASE REFER TO DRAWING 001FOR SPECIFIC COLOR & SIZE

29. LARGE FORMAT ULTRA THIN PORCELAIN PANEL,X-LIGHT. PLEASE REFER TO DRAWING 001 FORSPECIFIC COLOR & SIZE


**NOTE 2ALL SPACER L-BRACKETS INCLUDED IN THIS PACKAGE ALLOW FOR +/- 3/4" IN-AND-OUT- TOLERANCE OF THE SUBSTRATE WALL. IT IS RESPONSABILITY OF FAÇADEINSTALLER TO IDENTIFY AS SOON AS POSSIBLE UNEVENCY OF BACKUP WALL LARGER THAN THE TOLERANCE WITHIN THE SYSTEM AND COMMUNICATE TO SUPPLIER

***NOTE 3NOTES CROSSED OUT INDICATES COMPONENTS NOT APPLICABLE OR NOT USED IN THIS PROJECT

IMPORTANT NOTE:THIS CURRENT SET OF SHOP DRAWING ARE EXCLUSIVELY FOR THE PORCELANOSA PORCELAIN PANEL EXTERIOR WALLSYSTEM. ANY OTHER DETAIL OR COMPONENT NOT PART OF THE PORCELAIN PANEL EXTERIOR WALL SYSTEM IS THEREFORESHOWN IN THIS SHOP DRAWINGS ONLY/MERELY INDICATIVELY AND IN NO WAY IT PROVIDES OR REPRESENTSGUIDANCE/INSTRUCTION FOR HOW THIS MIGHT OR SHOULD BE BUILT. PLEASE REFER TO THE RELEVANT SHOP DRAWINGPACKAGE FOR COMPONENTS AND DETAILS OUTSIDE THE SCOPE OF THIS PORCELAIN PANEL EXTERIOR WALL SYSTEM SHOPDRAWING PACKAGE. WHERE THOSE COMPONENTS AND DETAILS ARE SHOWN, THEIR DESIGN, CONSTRUCTION DETAIL, SUPPORTSYSTEM, SUPPLY AND INSTALLATION WILL BE RESPONSIBILITY OF OTHERS (BY OTHERS).

ARCHITECTURAL DETAILSVERTICAL

13

10

13

1518

19

24

13

10

13

16

1819

2423

25

23

19

10

13

18

1524

16

25

23

19

24 19

15

1

3

10

1328

24

1518

19

24

1

3

10

1328

1

3

1013

1518

19

28

25

1 328 419

29

15

19

11

2925

25

3 16"

11

11

412"

OFFICE LOBBY (INTERIOR & PORTAL)

6"

1 2"

14"

BY OTHERS

S.O.P.

IV/JCBISSUED FOR COMMENT

IV/JCCISSUED FOR COMMENT

512"

GUTTER;BY OTHERS

19

3"

21

IV/JCDISSUED FOR COMMENT

SOFFIT EXAMPLE

20 21

C. Cleaning paint residues or graffiti

Façades are subject to vandal attacks with paint stains or graffiti. Since PORCELANOSA Group’s STON-KER slabs are characterized by their zero absorption (less than 0.5%), dirt does not penetrate, it only remains on the slab surface.

Use acetone, or alcohol as cleaning product and apply with an absorbent cloth or nonabrasive white fiber scourer.

D. Cleaning rust stains

Rust stains can accumulate naturally on the façade slabs . Clean with water and mild soap with an absorbent cloth or nonabrasive white fiber scourer.

E. Removal of dirt from rainwater

The ventilated façade characteristics limit the dirt deposited from rain water. In the case of rains that drag contaminants present in the air or leachate from the building itself, dirt may accumulate in some specific points of the façade such as window sills, crowning trims, and corners.

Clean with pressurized water and dry with a clean cloth.

F. Cleaning the air chamber

The air chamber existing between the ventilated façade and the substrate is essential for the improvement of the building’s thermal conditioning. In order to make air convection easier inside and avoid the formation of thermal bridges, it shall be checked regularly to make sure there are no elements inside.

Remove any dirt build-up inside the chamber with pressured air or water.

This process is especially important in areas where there is a risk of insects, such as wasps or bees, birds, and small mammals nesting inside it. In these cases, it is highly recommended to include anti-fauna barriers and meshes at the façade bottom.

A. Initial cleaning of the façade

Once all the construction activities and works are finished, that may produce dirt or residue and therefore affect the appearance of the façade:


In the case of stains that resist normal washing, clean again with water and mild soap.

Never use abrasive elements or detergents that are different from those indicated.

Use qualified personnel and appropriate tools.

Before the initial cleaning, check the information contained in certificates, technical data sheets, and packaging.

•

•

•

•

B. Regular cleaning

The direct contact of the façade with the air and therefore with environmental pollution, as well as with any kind of vapor, gas, liquid, or element coming from the building or the outside, can produce dirt deposits that can affect the appearance of the façade. Since PORCELANOSA Group’s STON-KER slabs are characterized by their zero absorption (less than 0.5%), dirt does not penetrate, it only remains on the slab surface.


In the case of stains that resist normal washing, clean again with water and mild soap.

Do not use solvents or concentrated acid detergents.

Never use detergents containing hydrogen fluoride (HF) in their composition.

Do not use detergents containing waxes in their composition.

Never use abrasive elements that may scratch the ceramic slabs.

•

•

•

•

•

•

The cleaning frequency will depend on the degree of soiling, being 5 to 10 years for areas with average pollution, and around two years for areas where pollution is high.

V. CLEANING AND MAINTENANCE

22

VI. PANEL REPLACEMENT

Please contact Porcelanosa Facade Technical Department for assistance and BEFORE remov-ing any panels from your project.

Damage to the façade

Porcelanosa Porcelain Facades are designed to stand the movements and strains expected specifically for each project, and thus it does not require any specific mainte-nance. However, in the case of:

Should Porcelanosa porcelain panels break during the installation process or beyond, they can be replaced in an isolated manner without having to remove the entire row or wall.

Do not manipulate the façade structure or slabs with-out technical supervision from the Technical Depart-ment

Before doing any drilling or machining, check with the ceramic manufacturer.

Please contact the Porcelanosa Porcelain Facade Techni-cal Department.

Do not manipulate the façade structure or slabs without technical supervision from the Technical Department

Job Site Recommendations for Damage Prevention

Do not rest any element or structure not included in the project on the façade.

Cracks, fissures, or breakage of ceramic pieces.

Loss of verticality or displacement of pieces with respect to their position on the façade.

Damage, loss of verticality, or detachments of struc-ture elements of the façade.

Damage, loss of verticality, or detachments of dressing elements, crowning pieces, or trims of the ventilated façade.

Water leaks through joints between the ventilated façade and other elements of the façade.

•

•

•

•

•

•

•

VII. CONTACT INFO, SCHEDULE AUDITS, ETC.

Porcelanosa Porcelain Facade technical department is available to answer your technical questions.

Please contact us for questions regarding estimation, installation, to request a training or in general regarding the product.

To contact the Porcelanosa Facade Technical Department please call: 201.995.1310 x2017

WWW.PORCELANOSAFACADES.COM

ESR-3343 FL-21906

This installation booklet is intended to show the basic...23. invisible/visible central stainless...

Documents

Transcript of This installation booklet is intended to show the basic...23. invisible/visible central stainless...